Surf aee Water Sup ply 

of the United States

-65 ' ^

Part 7. Lower Mississippi River Bas:n

Volume 1. Lower Mississippi River Basin Except Arkansas 

River Basin

GEOLOGICAL SURVEY WATEfc- SUPPLY PAPER, 1920

Prepared in cooperation with the States 

of Arkansas, Kentucky, Louisiana, 

Mississippi, Missouri, Oklahoma, 

Tennessee, and Texas, and with other 

agencies j
Surface Water Sup ply 

of the United States 

1961-65

Part 7. Lower Mississippi River Basin

Volume 1. Lower Mississippi River Basin Except Arkansas 

River Basin

GEOLOGICAL SURVEY WATER-SUPPLY PAPER 1920

Prepared in cooperation with the States 

of Arkansas, Kentucky, Louisiana, 

Mississippi, Missouri, Oklahoma, 

Tennessee, and Texas, and with other 

agencies

UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1969
UNITED STATES DEPARTMENT OF THE INTERIOR 

WALTER J. HICKEL, Secretary

GEOLOGICAL SURVEY 

William T. Pecora, Director

Library of Congress catalog-card No. GS 46-40712

For sale by the Superintendent of Documents, U.S. Government Printing O"ice 

Washington, D.C., 20402
PREFACE

This report was prepared by the U.S. Geological Survey in cooperation with the States of Arkansas, Kentucky, Louisiana, Mississippi, Missouri, Oklahoma, Tennessee, and Texas, and with 

other agencies, by personnel of the Water Resources Division, 

E. L. Hendricks, chief hydrologist, G. W. Whetstone, assistant 

chief for Reports and Data Processing, under the general direction 

of S. M. Lang, chief, Reports Section, and B. A. Anderson, chief, 

Data Reports Unit.

The data were collected and computed under supervision of 

district chiefs, Water Resources Division, as follows:

Anthony Homyk, Jr..............................Rolla, Mo.

E. J. Kennedy..............................Nashville, Tenn.

R. R. Meyer............................Baton Rouge, La.

J. W. Odell............................Okalhoma City, Okla.

W. H. Robinson.............................Jackon, Miss.

F. F. Schrader............................Louisville, Ky.

R. T. Sniegochi...........................Little Rock, Ark.

Trigg Twitchell..................................Austin, Tex.

Ill
CONTENTS

List of gaging stations, in downstream order, for which records are-published

Cooper

Divi sion of work..................................................................... 2

Definition of terms and abbreviations................................................ 2

Downstream order and station number.................................................. 3

Explanation of data.................................................................. 3

Accuracy of field data and computed results... ...................................... 6

Oth -r data availab le....................................... ... . ................... 6

Pub]ications................................................... ........... ......... 7

Records of discharge collected by agencies other than the Geological Surrey.......... 10

Gaging-station records....................................... ....................... 11

Revisions and corrections to records published in WSP 1731 for stations discontinued

prior to October 1, 1960.......................... ..... ... .................. 1026

Discharge at partial-record stations................................................. 1027

Low-flow partial-record stations................................. ................. 1027

Crest-stage partial-record stations.............................. ................. 1071

B:'.g River seepage investigation. .... .............................................. 1092

Meramec River, North Fork River, and Bryant Creek basins seepage investigations.... 1093

Discharge measurements of springs in lower Mississippi River basin................. 1095

Index............................................................................ ... 1097

ILLUSTRATIONS

Page 

Figure 1. Map of the United States showing area covered by tne volumes in tne

series on surface-water supply ............................. ........ . . 7

Plabe 1. Map showing location of gaging stations................................ In pocket

V
VI GAGING STATIONS, IN DOWNSTREAM ORDER, FOR WHICH RECORDS ARE PUBLISHED

MISSISSIPPI RIVER BASIN Page 

Mississippi River at St. Louis, Mo................................................... 11

MERAMEC RIVER BASIN 

Meramec River: 

Dry Fork:

Little Dry Fork:

Green Acre Branch near Rolla, Mo...................................,......... 17

Meramec River near Steelville, Mo.................................................. 20

Meramec River near Sullivan, Mo.................................................... 23

Bourbeuse River near St. James, Mo............................................... 26

Lanes Fork near Rolla, Mo...................................................... 29

Bourbeuse River near Spring Bluff, Mo............................................ 32

Bourbeuse River at Union , Mo..................................................... 35

Big River near DeSoto, Mo........................................................ 38

Big River at Byrnesville, Mo..................................................... 41

Meramec River near Eureka, Mo...................................................... 44

Mississippi>River at Chester, 111.................................................... 47

HEADWATER DIVERSION CHANNEL BASIN

Castor River (head of headwater diversion channel) at Zalma, Mo.................... 53

Mississippi River at Thebes, 111..................................................... 56

MAYFIELD CREEK BASIN 

Mayfield Creek:

Perry Creek near Mayfield, Ky.................................................... 62

Mayfield Creek at Lovelaceville', Ky. ............................................... 65

OBION CREEK BASIN

Obion Creek at Pryorsburg, Ky...................................................... 68

BAYOU DU CHIEN BASIN

Bayou du Chien near Clinton, Ky.................................................... 71

OBION RIVER BASIN

Crooked Creek (head of South Fork Obion River):

Beaver Creek a t Huntingdon, Term................................................. 74

South Fork Obion River near Greenfield , Tenn....................................... 76

Obion River:

North Fork Obion River near Union City, Tenn..................................... 79

Reelfoot Creek near Samburg, Tenn................................................ 82

South Pork Forked Deer River at Jackson, Tenn.................................... 86

North Fork Forked Deer River at Trenton, Tenn.................................. 89

Middle Fork Forked Deer River near Alamo, Tenn............................... 92

HATCHIE RIVER BASIN

Hatchie River at Bolivar, Tenn..................................................... 95

Cane Creek at Ripley, Tenn....................................................... 98

WOLF RIVER BASIN

Wolf River at Rossville , Tenn...................................................... 100

Mississippi River at Memphis, Tenn................................................... 103

ST. FRANCIS RIVER BASIN 

St. Francis River:

Brewers Creek near Ironton , Mo................................................... 109

Little St. Francis River at Frederlcktown, Mo.................................... 110

St. Francis River near Patterson, Mo............................................... Ill

Wappapello Reservoir at Wappapello, Mo............................................. 114

St. Francis River at Wappapello, Mo................................................ 117

Right Hand Chute of Little River:

Little River ditch 81 near Kennett, Mo......................................... ISO

Little River di ten 1 near Kennett, Mo.......................................... 123

Main ditch No. 1:

Little River ditch 251 near Lilbourn, Mo..................................... 126

Little River ditch 1 (not same as Little River ditch at Kirk and near

Kennett): 

Castor River at Aquilla, Mo.............................................. 129

Little River ditch 1 (near Kennett): 

Little River ditch 251:

Little River ditch 1 near Morehouse, Mo.................................... 132

Little River ditch 251 near Kennett, Mo...................................... 135

Little River ditch 66 near Kennett, Mo..................................... 138

Little River ditch 66-A near Kennett, Mo................................... 141

Little River ditch 259 near Kennett, Mo........................................ 144

St. Francis River floodway near Marked Tree, Ark................................. 147

St. Francis River at Marked Tree, Ark.............................................. 150

WHITE RIVER BASIN 

White River:

West Fork White River at Greenland, Ark.......................................... 153

White River near Fayetteville, Ark................................................. 156

Brush Creek:

War Eagle Creek near HIndsville, Ark........................................... 158

White River near Rogers , Ark....................................................... 161

Beaver Reservoir near Eureka Springs, Ark.......................................... 163

White River at Beaver Dam, near Eureka Springs , Ark................................ 165

Kings Rivsr near Berryville, Ark................................................. 166

James River near Springfield, Mo................................................. 169

James River at Galena, Mo........................................................ 172

Table Rock Reservoir near Branson, Mo.............................................. 175

White River near Branson , Mo....................................................... 178

Bull Shoals Reservoir near Flippin, Ark............................................ 181
GAGING STATION RECORDS, IN DOWNSTREAM ORDER Continued VII 

BASIN Continued - - WH::TE RIVER BASIN- -continued Page

White River near Flippin, Ark. ..................................................... 184

Buffalo River near St . Joe , Ark .................................................. 187

Buffalo River near Rush , Ark ..................................................... 190

Wh Lte River at Shipps Ferry , Ark ................................................... 193

North Fork River near Tecumseh , Mo ............................................... 195

Bryant Creek near Tecumseh, Mo. ................................................ 198

Norfork Reservoir near Norfork , Ark. ............................................. 201

North Fork River at Norfork Dam , near Norfork , Ark ............................... 204

Wh Lte River at Calico Rock , Ark .................................................... 207

Black River:

East Fork Black River at Lesterville , Mo .......................................

Black River near Annapolis , Mo. ..................................................

Clearwater Reservoir near Piedmont , Mo. ..........................................

Black River at Leeper , Mo. .......................................................

Black River at Poplar Bluff , Mo. .................................................

Black River near Corning , Ark ....................................................

Current River:

Big Creek near Yukon , Mo .....................................................

Jacks Fork a t Eminence , Mo ...................................................

Current River near Eminence , Mo ................................................

Current River at Van Buren, Mo. ................................................

Big Spring near Van Buren , Mo ................................................

Current River at Doniphan , Mo ..................................................

Fourche River above Pocahontas , Ark ............................................

Black River at Pocahontas , Ark ...................................................

Spring River at Imboden , Ark ....................................................

Eleven Point River near Thomasville , Mo. .....................................

Greer Spring at Greer , Mo ..................................................

Eleven Point River near Bardley , Mo ..........................................

Eleven Point River near Ravenden Springs , Ark ................................

Black River at Black Rock , Ark ...................................................

Strawberry River near Evening Shade , Ark .......................................

Piney Fork at Evening Shade , Ark. ............................................

Strawberry River near Poughkeepsie , Ark. .......................................

White River at Newport , Ark ........................................................

Middle Fork Little Red River at Shir ley , Ark. ....................................

South Fork Little Red River at Clinton, Ark. ...................................

South Fork Little Red River near Clinton, Ark. .................................

Little Red River:

Greers Ferry Reservoir near Heber Springs , Ark. ..................................

Little Red River near Heber Springs , Ark. ........................................

Bayou Des Arc:

Cypress Bayou near Beebe , Ark ..................................................

White River at De Vails Bluff , Ark .................................................

Cache River at Egypt , Ark ........................................................

Big Creek near Moro , Ark .......................................................

YAZOO RIVER BASIN

Upper Tallahatchie River (head of Yazoo River) :

Cane Creek near New Albany , Miss .................................................

Tallahatchie River at Etta , Miss ...................................................

Clear Creek near Oxford, Miss. ....................................................

Sardis Reservoir near Sardis , Miss .................................................

Tallahatchie River at Sardis Dam, near Sardis , Miss. ...............................

Yocona River near Oxford , Miss . ..................................................

Enid Reservoir near Enid , Miss. ..................................................

Yocona River at Enid Dam, near Enid, Miss. .......................................

Coldwater River:

Arkabutla Reservoir near Arkabutla , Miss. ........................................

Coldwater River at Arkabutla Dam, near Arkabutla, Miss. ..........................

Tallahatchie River near Lambert, Miss. .............................................

Tallahatchie River at Swan Lake, Miss. .............................................

Yalobusha River at Calhoun City , Miss ............................................

Skuna River at Bruce , Miss .....................................................

Grenada Reservoir near Grenada , Miss .............................................

Yalobusha River at Grenada Dam , near Grenada , Miss ...............................

Palusha Bayou: 

Big Sand Creek:

Thompson Creek at McCarley , Miss . ............................................ 353

Ys zoo River at Greenwood, Miss. ................................ i ................... 356

Sunflower River at Sunflower , Miss ............................................... 359

Miss issippi River near Vicksburg , Miss ............................................... 362

BIG BLACK RIVER BASIN

Big Black River at Pickens , Miss .................................................... 368

Big Black River near Bovina , Miss. ................................................. 371

BAYOU PIERRE BASIN

Bs.you Pierre near Willows , Miss, ................................................... 374

Little Bayou Pierre:

Clarks Creek near Pattison, Miss. .............................................. 377

COLES CREEK BASIN

Coles Creek near Fayette , Miss. .................................................... 379

HOMOCHITTO RIVER BASIN

Homo chit to River at Eddiceton, Miss. ............................................... 381

Homochltto River at Rosetta , Miss . ................................................. 384

BUFFALO RIVER BASIN

Buffalo River near Woodville , Miss ................................................. 388
VIII GAGING STATION RECORDS, IN DOWNSTREAM ORDER Continued

MISSISSIPPI RIVER BASIN Continued 

RED RIVER BASIN 

Prairie Dog Town Fork Red River:

Tule Creek: Page 

North Tule Draw at reservoir, near Tulia, Tex.................................. 391

Tule Creek near Silverton, Tex................................................... 394

Prairie Dog Town Fork Red River near Brice , Tex......... ...... ................... 395

Prairie Dog Town Fork Red River near Lakeview, Tex................................. 397

Prairie Dog Town Fork Red River near ChlMress, Tex...... ................ . ...... 399

Red River near Quanah, Tex.......................... ..... .............. ......... 400

Groesbeck Creek at State Highway 283, near Quanah, Tex........................... 403

Lebos Creek near Eldorado, Okla............... ............ ....... ......... ... 406

Salt Fork Red River near Clarendon, Tex..................................... .... 409

Salt Fork Red River nesr Wellington, Tex...... ...... .... .................... 412

Turkey Creek at Olustee/Okla..................... ........................... 418

North Fork Red River near Shamrock, Tex.......................................... 421

Sweetwater Creek near Kelton, Tex................. ............................ 423

North Fork Red River near Carter , Okla........................................... 426

Lake Altus at Lugert, Okla....................................................... 428

North Fork Red River below Altus Dam, near Lugert, Okla.......................... 431

Elm Fork of North Fork Red River near Carl, Okla. ........................ .... 433

Elm Fork of North Fork Red River near Reed, Okla............................... 436

Elm Fork of North Fork Red River near Mangum, Okla............................. 437

Elk Creek near Hobart, Okla.................................................... 438

North Fork Red River near Headrick, Okla......................................... 441

Otter Creek:

West Otter Creek at Snyder Lake, near Mountain Park, Okla.................... 444

Pease River near Childress, Tex.. ....................................... ....... 448

Pease River near Vernon, Tex..................................................... 450

Red River near Burkburnett, Tex.................................................... 453

Cache Creek near Walters , Okla.............................. .................... 456

West Cache Creek:

Blue Beaver Creek near Cache, Okla........................................... 459

Deep Red Run near Randletf., Okla............................................. 460

North Fork Wichita River near Padueih, Tex....................................... 463

North Fork Wichita RJver near Truscott, Tex...................................... 466

South Fork Wichita River near Benjamin, Tex.................................... 469

Wichita River near Seymour, Tex.................................................. 472

Lake Kemp near Mabelle, Tex...................................................... 475

Wichita River near Mabelle, Tex.................................................. 476

Beaver Creek near Electra, Tex................................................. 479

Wichita River at Wichita Falls , Tex.............................................. 482

Beaver Creek:

Little Beaver Creek near Duncan, Okla.......................................... 485

Beaver Creek near Waurika, Okla.......... ....................................... 488

Lake Kickapoo near Archer City, Tex.............................................. 491

Little Wichita River near Henrietta, Tex......................................... 492

East Fork Little Wichita River near Henrietta, Tex............................. 495

Little Wichita River near Ringgold, Tex.......................................... 497

Red River near Terral, Okla........................................................ 500

Mud Creek near Courtney, Okla. .................................................... 503

Walnut Bayou near Burneyville, Okla°.............................................. 506

Red River near Gainesville, Tex.................................................... 508

Washita River near Cheyenne, Okla................................................ 511

Sandstone Creek subwatershed No. 16A near Cheyenne , Okla....................... 514

Sandstone Creek subwatershed No. 16 near Cheyenne, Okla........................ 517

Sandstone Creek subwatershed No. 14 near Cheyenne, Okla...................... 520

Sandstone Creek subwatershed No. 17 near Cheyenne, Okla...................... 521

Sandstone Creek near Berlin, Okla.............................................. 524

Sandstone Creek subwatershed No. 10A near Elk City, Okla..................... 527

Sandstone Creek subwatershed No. 6 near Elk City, Okla....................... 530

Sandstone Creek subwatershed No. 5 near Elk City, Okla .................... 533

Sandstone Creek subwatershed No. 3 near Elk City, Okla..................... 536

Sandstone Creek subwatershed No. 9 near Elk City, Okla..................... 538

East Branch Sandstone Creek near Elk City, Okla.............................. 540

Sandstone Creek near Cheyenne, Okla............................................ 543

Sandstone Creek subwatershed No. 22 near Cheyenne, Okla...................... 546

Sandstone Creek subwatershed No, 1 near Cheyenne , Okla....................... 547

Foss Reservoir near Foss, Okla................................................... 549

Washita River near Foss, Okla.................................................... 550

Barnitz Creek near Arapaho, Okla............................................... 553

Washita River near Clinton, Okla................................................. 556

Washita River at Carnegie , Okla.................................................. 559

Cobb Creek:

Fort Cobb Reservoir near Fort Cobb, Okla....................................... 562

Cobb Creek near Fort Cobb, Okla................................................ 564

Washita River at Anadarko, Okla.................................................. 567

Sugar Creek near Gracemont, Okla............................................... 569

Little Washita River near Ninnekah, Okla....................................... 572

Little Washita River at Ninnekah, Okla......................................... 574

Washita River at Alex, Okla...................................................... 576

Washita River near Pauls Valley, Okla............................................ 577

Rush Creek near Maysville, Okla................................................ 580

Rock Creek at Dougherty, Okla.................................................. 583

Washita River near Durwood, Okla................................................. 586

Lake Texoma near Denison, Tex...................................................... 589

Red River at Denison Dam, near Denison, Tex........................................ 592
GAGING STATION RECORDS, IN DOWNSTREAM ORDER--Continued IX

MISSISSIPPI RIVER BASIN--Continued

RE.3 RIVER BASIN--Continued Page 

31ue River near Blue , Okla....................................................... 595

3ois d>Arc Creek near Randolph, Tex.............................................. 598

Muddy Boggy Creek: 

North Boggy Creek:

Chickasaw Creek near Stringtown, Okla...................................... 600

McGee Creek near Stringtown, Okla............................................ 603

Muddy Boggy Creek near Farris , Okla............................................ 606

Clear Boggy Creek: 

Big Spring Creek:

Byrds' Mill Spring near Fittstown, Okla.................................. 609

Rel River at Arthur City, Tex...................................................... 615

fCiamichi River:

Tenmile Creek near Miller, Okla................................................ 618

Kiamichi River near Belzoni, Okla................................................ 621

Pecan Bayou near Clarksville, Tex................................................ 624

Red River at Index, Ark............................................................ 627

Little River near Wright City, Okla.............................................. 630

Glover Creek near Glover, Okla................................................. 633

Little River below Lukfata Creek , near Idabel, Okla.............................. 636

Mountain Fork near Eagletown, Okla............................................. 639

Rolling Fork near DeQueen, Ark................................................. 642

Little River near Horatio, Ark................................................... 645

Cossatot River near DeQueen, Ark............................................... 648

Saline River near Dierks, Ark.................................................. 651

Saline River near Lockesburg, Ark.............................................. 654

Red River at Fulton, Ark........................................................... 656

South Sulphur River (head of Sulphur River) near Cooper , Tex..................... 659

North Sulphur River near Cooper , Tex........................................... 662

Sulphur River near Talco, Tex.................................................... 665

Cuthand Creek near Bogata, Tex................................................. 668

Whiteoak Creek near Talco, Tex................................................. 670

Texarkana Reservoir near Texarkana, Tex.......................................... 673

Red River near Hosstonj La......................................................... 677

Cross Lake Bayou (head of Cross Bayou):

Paw Paw Bayou near Greenwood, La............................................... 683

Cypress Creek (head of Twelvemile Bayou) near Pittsburg, Tex..................... 686

Boggy Creek near Daingerfield , Tex............................................. 688

Ellison Creek Reservoir near Daingerfield, Tex................................. 691

Lake O 1 the Pines near Jefferson, Tex............................................ 692

Cypress Creek:

Little Cypress Creek near Ore City, Tex........................................ 695

Little Cypress Creek near Jefferson, Tex. ....'.................................. 697

Frazier Creek near Linden, Tex................................................. 699

Twelvemile Bayou (continuation of Cypress Creek): 

Black Bayou:

Kelly Bayou near Hosston, La................................................. 700

Black Bayou near Gilliam, La................................................... 703

Twelvemile Bayou near Dixie , La.................................................. 707

Red River at Shreveport, La........................................................ 713

Bayou Dorcheat (head of Loggy Bayou) near Springhill, La......................... 716

Flat Lick Bayou near Leton, La................................................. 719

Bayou Dorcheat near Minden, La.............................................:..... 722

Flat River:

Bodcau Creek (head of Red Chute Bayou) at Stamps, Ark................ ....... 725

Bodcau Bayou (continuation of Bodcau Creek) near Sarepta, La................ 728

Cypress Bayou near Benton, La.............................................. 734

Red Chute Bayou (continuation of Bodcau Bayou):

Red Chute Bayou tributary at Skannel Pond No. 2, near Sligo, La............ 740

Red Chute Bayou tributary at Skannel Pond, near Sligo, La.................. 742

Loggy Bayou near Ninock, La...................................................... 744

Bayou Pierre: 

Wallace Bayou:

Boggy Bayou near Keithville, La.............................................. 747

Rambin Bayou:

Bayou Na Bonchasse near Mansfield, La........................................ 750

Little River:

Bayou Dupont subwatershed No. 2 (Bayou Dupont) near Marthaville, La.......... 753

Bayou Dupont subwatershed No. 8 (Brushy Creek) near Marthaville, La........ 756

Bayou Dupont near Robeline, La............................................... 759

Saline Bayou near Lucky, La...................................................... 762

Black Lake Bayou:

Grand Bayou near Coushatta , La............................................... 765

Saline Bayou near Clarence, La................................................... 768

Nantachie Creek near Montgomery, La.............................................. 774

Cane River:

Youngs Bayou (head of Old River) at Natchitoches, La........................... 777

Old River:

Kisatchie Bayou:

Little Sandy Creek at Kisatchie, La........................................ 780

Sand Creek:

Bayou Provencal: 

McKims Creek:

Horsepen Creek near Provencal, La.................................... 783

Bayou Jean de Jean:

Hemphill Creek (head of Cotile Creek) near Hot Wells , La. ...................... 787

Dyer Creek near Hot Wells, La................................................ 790

R;d River at Alexandria, La. ............................................_........... 795

Ouachita River (head of Black River) near Mount Ida, Ark......................... 798

South Fork Ouachita River at Mount Ida, Ark.................................... 801
X GAGING STATION RECORDS, IN DOWNSTREAM ORDER--Continued

MISSISSIPPI RIVER BASIN--Continued

RED RIVER BASIN--Continued Page 

Lake Ouachita near Hot Springs , Ark.............................................. 804

Lake Hamilton near Hot Springs, Ark.............................................. 807

Lake Catherine at Jones Mills , Ark............................................... 807

Ouachita River near Malvern, Ark................................................. 808

Little Missouri River:

Lake Greeson near Murfreesboro, Ark............................................ 811

Little Missouri River near Murfreesboro, Ark................................... 814

Ozan Creek near McCaskill, Ark............................................... 817

Antoine River at Antoine, Ark,............................................... 820

Smackover Creek near Smackover, Ark............................................ 823

Moro Creek near Fordyce, Ark................................................... 826

Saline River at Benton, Ark.................................................... 829

Hurricane Creek near Sheridan, Ark........................................... 832

Saline River near Rye, Ark..................................................... 835

Ouachita River near Arkansas-Louisiana State line................................ 838

Bayou Bartholomew near McGehee , Ark............................................ 841

Bayou Bartholomew near Jones, La. ............................................... 844

Chemin-a-Haut Bayou near Beekman, La......................................... 847

Bayou Bartholomew near Beekman, La............................................. 850

Bayou de Lou tre near Laran, La................................................. 854

Bayou D'Arbonne: 

Sugar Creek:

Sugar Creek tributary at Lake Foursome, near Arcadia, La................... 857

Bayou D'Arbonne near Dubach , La................................................ 860

Cornie Bayou near Three Creeks , Ark.......................................... 862

Three Creek near Three Creeks , Ark......................................... 865

Little Corney Bayou near Lillie, La........................................ 869

Lake D'Arbonne at Farmerville, La.............................................. 872

Bayou D'Arbonne: 

Bayou Choudrant:

South Choudrant Creek:

South Choudrant Creek tributary at Townsend Pond, near Ruston, La........ 873

Ouachita River at Monroe, La..................................................... 876

Boeuf River near Arkansas-Louisiana State line................................. 879

Boeuf River near Girard, La.................................................... 882

Big Colewa Bayou (head of Big Greek) near Oak Grove , La...................... 885

Bayou Lafourche near Crew Lake, La........................................... 888

Turkey Creek:

Turkey Creek tributary at Potato Research Pond, at Chase, La............... 891

Tensas River at Tendal, La..................................................... 894

Bayou Macon near Kilbourne, La............................................... 897

Buck Bayou:

Buck Bayou tributary at Murphy Pond, near Epps , La....................... 900

Bayou Macon near Delhi, La................................................... 902

Castor Creek (head of Little River) near Grayson, La........................... 905

Dugdemona River:

Little Dugdemona River:

Garrett Creek at Jonesboro, La........................................... 908

Dugdemona River near Jonesboro, La........................................... 911

Dugdemona River near Winnfield , La........................................... 916

Little River near Rochelle, La................................................. 919

Bayou Funny Louis near Trout, La............................................. 922

Big Creek at Pollock, La..................................................... 925

Thompson Creek:

West Fork Thompson Creek near Wakefield, La...................................... 928

MISSISSIPPI RIVER DELTA

Tchefuncta River near Folsom, La. .................................................. 937

Tangipahoa River at Robert, La..................................................... 940

Tickfaw River at Liverpool, La..................................................... 943

Tickfaw River at Holden, La........................................................ 949

Natalbany River at Baptist, La................................................... 955

Amite River near Darlington, La.................................................... 958

Comite River near Olive Branch, La............................................... 961

Redwood Creek:

Little Redwood Creek:

Little Redwood Creek tributary at Joe Howell Pond, near Wilson, La......... 964

Comite River near Comite, La..................................................... 967

Amite River near Denham Springs , La................................................ 973

Bayou Manchac:

Ward Creek at Government Street, at Baton Rouge, La............................ 976

Blind River: 

New River:

Black Bayou near Duplessis, La............................................... 979

Bayou Lafourche at Donaldsonville, La.............................................. 980

Bayou Lafourche at Golden Meadow, La............................................... 986

Atchafalaya River at Krotz Springs , La............................................. 990

Bayou Courtableau (head of Bayou Teche): 

Bayou Cocodrie:

Spring Creek near Glenmora, La................................................. 995

Bayou Cocodrie near Clearwater, La............................................... 1001

Bayou Courtableau at Washington, La................................................ 1004

West Protection Levee borrow pit channel:

Bayou des Glaises diversion channel at Moreauville, La......................... 1007

Bayou Teche at Arnaudville, La..................................................... 1013

Bayou Teche at Keystone Lock, near St. Martinville, La............................. 1016

Bayou Carencro (head of Vermilion River) near Sunset, La........................... 1019

Bayou Fusilier:

Bayou Bourbeau at Shuteston, La................................................ 1020

Bayou Vermilion:

Ruth Canal near Ruth , La......................................................... 1023
SURFACE WATER SUPPLY OP LOWER MISSISSIPPI RIVER BASIN EXCEPT ARKANSAS RIVER BASIN

SCOP EOF WORK

This volume Is one of a series of 37 reports presenting records of stage, discharge, and content, of streams, lakes, 

and reservoirs In the United States during the 1961-65 water years. Since L888, when the U.S. Geological Survey first 

studied streamflow In relation to problems of irrigation, similar records have been obtained at more than 17,500 gaging 

stations in the 50 States. On September 30,1%5, the Geological Survey and cooperating organizations were maintaining 

9,100 gaging stations. Partial-record stations for low flow or for floodflow have been operated at many other points. 

The records for the 1961-65 water years at gaging stations and partial-record stations in the Lower Mississippi River 

basin except Arkansas River basin, are given in this report.

COOPERATION

Many State, municipal, and private organizations have cooperated with the Geological Survey In this work by either 

furnishing or helping to collect data. Organizations that supplied data are acknowledged in station descriptions, and 

organizations that assisted In the collection of data through cooperative agreements with the Survsy are as follows:

Arkansas Arkansas Geological Commission and the Arkansas Highway Department.

Kentucky--University of Kentucky, through State Geological Survey; and the Kentucky Department of Highways.

Louisiana--Louisiana Department of Public Works and the Louisiana Department of Highways.

Mississippi Mississippi Board of Commissioners; Mississippi State Highway Department; Mississippi 

Industrial and Technological Research Commission; and Mississippi Research and Development Center.

Missouri Missouri Geological Survey and Water Resources and the Missouri State Highway Commission.

Oklahoma Oklahoma Water Resources Board; Oklahoma Department of Highways; and Oklahoma City Water 

Department.

Tennessee Tennessee State Department of Conservation, through Division of Water Resources; Tennessee 

State Department of Highways through Bridge Division; and Tennessee State Game and Fish Commission.

Texas--Texas Water Development and the Texas Highway Department.

Assistance in the form of funds or services was given by the Corps of Engineers, U.S. Army, in collecting records 

published herein for 125 gaging stations; by the Soil Conservation Service, U.S. Department of Agriculture, for IP 

stations; by the Public Health Service, U.S. Department of Health, Education and Welfare, for 7 stations; by the Bureau 

of Reclamation, U.S. Department of the Interior, for 5 stations; by the Agriculture Research Service, U.S. Department 

of Agriculture, for 4 stations; by the Federal Water Pollution Control Administrations and the Fish and Wildlife Service, 

U.S. Department of the Interior, for 2 stations each.

Assistance was also furnished by the Weather Bureau, ESSA, U.S. Department of Commerce. 

The following organizations aided in collecting records:

Arkansas The Arkansas Power and Light Company.

Mississippi Vicksburg Bridge Commission of Warren County.
2 SURFACE WATER SUPPLY, 1961-65, PART 7, VOLUME 1

Missouri--Little River Drainage District; Empire District Electric Co.; Missouri Park Board; and city 

of Springfield, Missouri, Utilities.

Oklahoma Fort Cobb Reservoir Master Conservancy District; Foss Reservoir Master Conservancy District; 

Lugert-Altus Irrigation District; and cities of Ada, Altus, and Lawton.

Texas Wichita County Water Improvement Districts Nos. 1 and 2; cities of Amarillo, Tulia, and Wichita 

Falls; and Lone Star Steel Co.

DIVISION OF WORK

The stream-gaging work was done by the Water Resources Divison of the Geological Survey i-nder the direction of 

personnel listed in the preface. The data for stations in the several States were collected and prepared for publication 

in the district offices listed below.

State District office

Arkansas a/ ............... Little Rock 72201............ 2301 Federal Office Building

Kentucky. ................ Louisville 40202 ............ 522 West Jefferson Street

Louisiana b/. .............. Baton Rouge 70806 ........... 6554 Florida Boulevard

Mississippi ..............'. Jackson 39205. ............. 302 Post Office Building

Missouri c/ ............... Rolla 65401 ............... 103 West Tenth Street

Oklahoma d/ .............. Oklahoma City 73102 .......... 4301 Federal Building

Tennessee e/ .............. Nashville 37203............. 144 Federal Building

Texas fy. ................ Austin 78701 .............. 300 East Eighth Street

e/ Including Mississippi River at Memphis, Tenn.

b/ Including Ouachita River near Arkansas-Louisiana State line.

c/ Including Mississippi River at Chester and at Thebes, 111.

d/ Except for Red River near Terral, but including Lake Texoma near Denison, Tex., Red River near Arthur City, 

Denison, and Gainesville, Tex.

e/ Except for Mississippi River at Memphis.

{/ Except for Lake Texoma near Denison, and Red River at Arthur City, Denison, and Gainesville, but including 

Red River near Terral, Okla.

DEFINITION OF TERMS AND ABBREVIATIONS 

The terms of streamflow and other hydrologic data, as used in this report, are defined as follows:

Gaging station is a particular site on a stream, canal, lake, or reservoir where systematic observations of gage 

height or discharge are obtained. When used in connection with a discharge record, the term is applied herein only to 

those gaging stations where a continuous record of discharge is obtained.

Hydrologic bench-mark station is one that provides hydrologic data for a basin in which the hydrologic regimes 

will likely be governed solely by natural conditions. Data collected at a bench-mark station may be used to separate 

effects of natural from manmade changes in other basins which have been developed and in which the physiography, 

climate, and geology are similar to those in the undeveloped bench-mark basin.

Partial-record station is a particular site where limited streamflow data are collected systematically over a 

period of years for use in hydrologic analyses.

Discharge is the volume of water in a stream which passes a given point in a unit of time.

Cubic foot per second (cfs) is the rate of discharge representing a volume of 1 cubic foot passing a given point 

during 1 second and is equivalent to 7.48 gallons per second or 448.8 gallons per minute.

Cubic feet per second per square mile (cfsm) is the average number of cubic feet of water flowing per second 

from each square mile of area drained, assuming that the runoff is distributed uniformly in time and area.

Runoff in Inches (in.) shows the depth to which the drr.'_._6c area would be covered if all the runoff for a given 

time period were uniformly distributed on it.
EXPLANATION OP DATA 3

,Acre-foot (ac-ft) Is the quantity of water required to cover an acre to the depth of 1 foot and Is equivalent to 43,560 

cubic feet or 325,851 gallons.

Cfs-day Is the volume of water represented by a flow of 1 cubic foot per second for 24 hours. It Is equivalent to 

86,400 cubic feet, 1.983471 acre-feet, or 646,317 gallons, and represents a runoff of 0.0372 Inch frori 1 square mile.

Stage-discharge relation Is the relation between gage height (the stage of the stream In relation to a reference gage) 

and the amount of water flowing In a channel, expressed as volume per unit of time.

Control designates a feature downstream from the gage that determines the stage-discharge relation at the gage. 

This feature may be a natural constriction of the channel, an artificial structure, or a uniform crons section over a 

long reach of the channel.

Contents Is the volume of water in a reservoir. Unless otherwise indicated, volume Is computed on the basis of 

a level pool and does not Include bank storage.

Drainage area of a stream above a specified location Is that area, measured in a horizontal plane, enclosed by a 

topographic divide from which direct surface runoff from precipitation normally drains by gravity Inn the river above 

the specified point. Figures of drainage area given herein include all closed basins, or noncontributing area, within 

the area unless otherwise noted.

WSP is used as an abbreviation for "Water-Supply Paper" In reference to previously published reports.

DOWNSTREAM ORDER AND STATION NUMBER

Beginning with the series of reports for the water year ending September 30, 1951, the order of listing gaglngstatlon records Is in a downstream direction along the main stem. All stations on a tributary entering above a mainstem station are listed before that station. A station on a tributary that enters between two malr-stem stations is 

listed between them. A similar order is followed in listing stations on first rank, second rank, and other ranks of 

tributaries. The rank of any tributary on which a gaging station is situated with respect to the stream to which It is 

Immediately tributary is indicated by an indention in the listing of gaging stations in the table of contents of this 

report. Each indention represents one rank. This downstream order and system of Indention show which gaging stations 

are on tributaries between any two stations and the rank of the tributary on which each gaging station is situated.

The order of listing used before the publication of the 1951 report listed first all stations on th? main stem from 

headwaters toward mouth, then all stations on the uppermost tributary to the main stem from the tributary's source 

to mouth, and then all stations from source to mouth of the uppermost tributary to the tributary.

As an added means of identification, each gaging station and partial-record station has been assigned a number. 

Numbers have been assigned In the same downstream order as described in this report. In assigning station numbers, 

no distinction Is made between partial-record stations and regular gaging stations; the station nurrber for a partialrecord station inr" -<nes downstream-order position in a list made up of both types of stations. Gaps are left in the 

numbers to allow for new stations that may be established; hence the numbers are not consecut've. The complete 

8-digit number for each station, such as 07-0410.00, includes the part number "07" plus a 6-digir number. In this 

report the nonessentlal zeros are not shown. For example, the complete number 07-0410.00 will appear as 7-0410, just 

to the left of the stations name.

EXPLANATION OF DATA

The base data collected at gaging stations consist of records of stage and measurements of discharge. In addition, 

observations of factors affecting the stage-discharge relation, weather records, and other Information are used as 

needed to supplement base data in determining the daily flow. Records of stage are obtained from a water-stage recorder that gives a continuous graph of fluctuations (for digital recorders, a tape punched at 15-, 30-, or 60-mlnute 

Intervals) or from direct readings on a nonrecording gage. Measurements of discharge are made wi'h a current meter
4 SURFACE WATER SUPPLY, 1961-65, PART 7, VOLUME 1

by the general methods adopted by the Geological Survey on the basis of experience in stream gagJng since 1888. These 

methods are described in Water-Supply Paper 888 and in U.S. Geological Survey Technique^ of Water Resources 

Investigations, book 3, chapter A6.

Rating tables giving the discharge for any stage are prepared from stage-discharge relation curves defined by discharge measurements. If extensions to the rating curves are necessary to define the extremes of discharge, they are 

made on the basis of indirect measurements of peak discharge, (such as slope-area or contracted-opening measurements, computation of flow over dams or weirs, and by other methods), velocity-area studies, and logarithmic plotting. 

The application of thedailymeangageheightto those rating tables gives the daily mean discharge, from which the monthly and the yearly mean discharges are computed. If the stage-discharge relation is subject to change because of frequent or continual change in the physical features that form the control, the daily mean discharge is determined by the 

shifting-control method, in which correction factors based on individual discharge measurements and on notes by 

engineers and observers are used in applying the gage heights to the rating tables. If the stage-d'scharge relation for 

a station is temporarily changed by the presence of aquatic growth or debris on the control, the dally mean discharge 

is computed by what is basically the shifting-control method.

At some gaging stations the stage-discharge relation is affected by backwater from reservoirr, tributary streams, 

or other sources. This necessitates the use of the slope method in which the slope or fall in a reach of the stream is 

a factor in determining discharge. Information requisite for determining the slope or fall is obtained by means of an 

auxiliary gage set at some distance from the base gage. At some stations the stage-discharge relation is affected by 

rapid change in stage. If so, the rate of change in stage is used as a factor in determining discharge.

At most gaging stations in the northern part of the United States and at some in the mountainous regions of other 

parts of the country the stage-discharge relation is affected by ice during the winter, and it becomes impossible to 

compute the discharge in the usual manner. Discharge for periods of ice effect is computed on the basis of gageheight record and occasional winter discharge measurements, consideration being given to the avaTable information on 

temperature and precipitation, notes by gageobserversandhydrologists, and comparable records of discharge for other 

stations in the same or nearby basins.

For some gaging stations there are periods when no gage-height record is obtained or the recorded gage height is so 

faulty that it cannot be used to compute the daily discharge. This happens when the recorder stops or otherwise falls 

to operate properly, intakes are plugged, float is frozen in the well, or for various other reasons. For such periods 

the daily discharges are estimated on the basis of recorded range in stage, adjoining good record, discharge measurements, weather records, and comparison with other station records from the same or nearby basing.

The data In this report generally comprise a description of the station, and tables showing the daily discharge and 

monthly and yearly discharges of the stream. Records are published on a water year basis which begins on October 1 

and ends on September 30.

The description of the station gives the location, drainage area, records available, type and history of gages, average 

discharge, extremes of discharge, general remarks, and notations of revisions of the previously pub'ished record. The 

location of the gaging station and the drainage area are obtained from the most accurate maps available. River mileage, 

given under "Location" for some stations, is that determined and used by the Corps of Engineers unless otherwise 

noted. Under "Records available" are given the periods for which there are published records generally equivalent to 

those at present site. Under "Gage" are given the type of gage currently in use and the datum of the present gage above 

mean sea level, and a condensed history of the types, locations, and datums of previous gages used during the period 

of records available. The reference to "datum of 1Q29" and adjustments of other years are to the datum and adjustments of the U.S. Coast and Geodetic Survey. Under "Average discharge" is given the average discharge for the number 

of years indicated. It is not given for stations having fewer than five complete years of record or for stations where 

changes In water development during the period of record cause the figure to have little significance. Under "Extremes" 

are given, usually in tabular form, the maximum instantaneous discharge and gage height for the current water years 

(1961-65); the minimum instantaneous discharge if thereis little or no regulation; the minimum daily discharge if there 

is extensive regulation (also the minimum instantaneous discharge if it is abnormally low); and the minimum gage 

height if it is also abnormally low. For stations for which peak discharges are published, all independent peaks above 

the selected base and the time of occurrence and corresponding gage heights are p u b 1 i s h e d in the first table under 

"Extremes." The base discharge, which is given in parentheses in the table heading, is selected so that an average of
EXPLANATION OF DATA 5

about three peaks a year will be presented. Peak discharges are not published for any canals, ditches, drains, or for 

any stream for which the peaks are subject to substantial control by man. Time of day is expressed in 24-hour local 

standard time; for example, 12:30 a.m. is 0030, 1:30 p.m. is 1330. The minimums for these stations are published in a 

separate table followingthetableofpeaks. In the paragraph following the current data, the data given are for the periods 

of record within the calendar year dates in the heading (not necessarily those for the complete years indicated by the 

heading dates). Reliable information concerning major floods that haveoccurred outside the period of record are given 

in the last paragraph under "Extremes." Unless otherwise qualified, the maximum discharge corres->onds to the crest 

stage obtained by use of a water-stage recorder (graphic or digital), a crest-stage gage, or a nonre-ording gage read 

at the time of the crest. If the maximum gage height did not occur at the same time as the maximu-n discharge, it is 

given separately. Information pertaining to the accuracy of the records and conditions which affect the natural flow at 

the gaging station is given under "Remarks."

Previously published records of some stations have been found to be in error on the basis of data or information Later 

obtained. Revisions of such reports are usually published along with the current records in one of the annual or compilation reports. In order to make it easier to find such revised records, a paragraph headed "Revisions (water years)" 

has been added to the description of all stations for which revised records have been published. Listed therein are all 

the reports in which revisions have been published, each followed by the water years for which figures are revised 

in that report. In listing the water years only one number is given; for instance, 1933 stands for the water year 

October 1, 1932, to September 30, 1933. If no daily, monthly, or annual figures of discharge are concerned in the revision, the fact is brought out by notations after the year dates as follows: "(M)" means that onlj the instantaneous 

maximum discharge was revised; "(m)" that only the instantaneous minimum was revised; and "(P)" that only peak discharges were revised. If the drainage area has been revised, the report in which the revised figure vas first published 

is given. It should be noted that for all stations for which cubic feet per second per square mile and runoff in inches 

are published, a revision of the drainage area necessitates corresponding revision of all figures based on the drainage 

area. Revised figures of cubic feet per second per square mile and runoff in inches resulting from a revision of the 

drainage area only are usually not published in the annual series of reports.

The daily table gives the discharge corresponding to the daily mean gage height unless there are large or rapid 

changes in the discharge during a day. For days having large or rapid changes, discharge for the day is computed by 

averaging the mean discharge for several parts of the day. For digital recorders, the daily mean discharge is always 

the average of the discharges at each punched reading. For stations equipped with non-recordiig gages, the daily 

discharge corresponds to once-daily readings of the gage or to the mean of twice-daily readings' but for periods of 

rapidly changing stage, the discharge is determined from gage-height graph based on gage readings.

In the monthly summary below the daily table, the line headed "TOTAL" gives the sum of the daily figures; it is 

the total cfs-days for the month. The line headed "MEAN" gives the average flow in cubic feer per second during 

the month. On the line headed "MAX" the figures are the maximum daily discharges for the months, not the momentary 

maximum discharges. Likewise, the line headed "MIN" are the minimum daily discharges for the months. Discharge 

for the month may be expressed in cubic feet per second per square mile (line headed "CFSM";, or in inches (line 

headed "IN"), or in acre-feet (line headed "AC-FT"). Figures for cubic feet per second per square mile and runoff in 

inches are omitted if the drainage area includes large noncontributing areas, or if the average annual rainfall over the 

drainage basin is usually less than 20 inches, or Lf the flow is appreciably affected by regulation by upstream reservoirs.

In the yearly summary below the monthly summary, the figures of maximum are the maximum daily discharges for 

the calendar and water years; likewise, the minimums are the minimum daily discharges.

Footnotes to the table of daily discharge are introduced by the word "NOTE." Footnotes are used to indicate periods 

for which the discharge is computed or estimated by special methods because of no gage-height record, backwater from 

various sources, or other unusual conditions. Periods of no gage-height record are indicated if the period is continuous 

for a month or more or includes the maximum discharge for the year. Periods of backwater from ar unusual source, of 

indefinite stage-discharge relation, or of any other unusual condition at the gage site are indicated only if they are a 

month or more in length and the accuracy of the records is affected. Days on which the stage-d'scharge relation is 

affected by ice are not indicated. The methods used In computing discharge for various unusual conditions have been 

explained in preceding paragraphs.
6 SURFACE WATER SUPPLY, 1961-65, PART 7, VOLUME 1

For most gaging stations on lakes and reservoirs the data presented comprise a descripticn of the station and a 

monthly summary table of stage and contents. For some reservoirs a table showing daily contents or stage is given. 

A skeleton table of capacity at given stages is published for all reservoirs for which records are published on a daily 

basis, but is not published for reservoirs for which only monthly data are given.

ACCURACY OF FIELD DATA AND COMPUTED RESULTS

The accuracy of streamflow data depends primarily on (1) the stability of the stage-discharge relation or, if the 

control Is unstable, the frequency of discharge measurements, and (2) the accuracy of observations of stage, measurements of discharge, and interpretation of records.

The station description under "Remarks" states the degree of accuracy of the records. "Excellent" means that about 

95 percent of the daily discharges are within 5 percent; "good", within 10 percent; and "fair" within 15 percent. "Poor" 

means that daily discharges have less than "fair" accuracy.

In earlier reports the figures of daily mean discharge, computed manually, were usually rounded to tenths below 

10 cfs, but the rounding rules were not rigid; some discharges were given to hundredths if the accuracy was sufficiently 

good and others were rounded to whole numbers if the accuracy was poor. In this report, however, most of the tables 

of daily mean discharge are tabulated by a computer which rounds the figures solely on basis of the magnimde of the 

discharge. Therefore, zeros to the right of the decimal point should not be construed to indicate an accuracy greater 

than is stated in the "Remarks" paragraph.

Discharge at some stations, as indicated by the monthly mean, may vary widely from natiral runoff, owing to 

diversion, consumption, regulation by storage, increase or decrease in evaporation due to artificia' causes, or to other 

factors. For such stations, figures of cubic feet per second per square mile and of runoff in inches are not published 

unless satisfactory adjustments can be made for diversions, for changes in contents of reservoirs, or for other changes 

Incident to use and control. Evaporation from a reservoir is not included in the adjustments for changes in reservoir 

contents, unless it is so stated. Even at those stations where adjustments are made, large errors in computed runoff 

may occur if adjustments or losses are large in comparison with the observed discharge.

OTHER DATA AVAILABLE

Data collected at partial-record stations are given at the end of this report. Data for partial-record stations are 

presented in two tables. The first is a table of discharge measurements at low-flow partial-record stations, and the 

second is a table of annual maximum stage and discharge at crest-stage stations. Occasionally, a series of discharge 

measurements are made within a short time period to investigate the seepage gains or losses along a reach of a stream 

or to determine the low-flow characteristics of an area. Such measurements are given in special tables following the 

tables of partial-record stations.

Information of a more detailed nature than that published for most of the gaging stations is on file in the district 

offices, such as discharge measurements, gage-height records, and rating tables. Many gaging-station records have 

been analyzed to give several statistical summaries, mainiy: (1; the number of days in each year that the daily discharge was between selected limits (duration tables); (2) the lowest mean discharge for selected numbers of consecutive days in each year; and (3) the highest mean discharge for selected numbers of consecutive days in each year.

At or near some gaging stations, water-quality records also are collected. Data are obtained on t"ie chemical quality 

of the stream water, on water temperature, on suspended-sediment concentration, and on the partic'e-size distribution 

of suspended sediment and bed material. Under "Remarks" of the station description, reference is made to waterquality records collected on a regular basis for that station. Results of the data collected are published in water-supply 

papers entitled "Quality of Surface Waters of the United States," and in annual reports issued by States beginning with 

the 1961 water year. These annual reports are entitled, "Water Resources Data for (state). Part 2, Water Quality 

Records." Information on the availability of electronic computer analyses, unpublished data, or quality of water 

records may be obtained from the district offices listed on page 2.
Figure 1. Map of the United States showing area covered by the volumes in the series o

report is shaded.
8 SURFACE WATER SUPPLY, 1961-65, PART 7, VOLUME 1

PUBLICATIONS

Through September 30, 1960, the records of discharge and stage of streams and contents and stage of lakes or 

reservoirs were published In an annual series of U.S. Geological Survey water-supply papers entitled "Surface Water 

Supply of the United States." Prior to 1951, there were 14 volumes In the series; one for each of the 14 parts whose 

boundaries coincided with certain natural drainage lines within the conterminous United States. From 1951 to 1960, 

there were 20 volumes In the series, Including one each for the States of Alaska and Hawaii.

This report marks the beginning of a new series of water-supply papers to be published on a F-year basis. This 

series covers the 5-year period October 1,1960, to September 30, 1965, To meet Interim requirements, streamflow 

and related data have been released by the Geological Survey In annual reports, beginning with the 1961 water year, by 

State. These reports are entitled, "Water Resources Data for (state), Part 1. Surface Water Records." Distribution of 

these reports Is limited and primarily for local needs. Any revision or corrections found necessury to the records 

published in these annual State reports have been made and published herein without reference.

This series of 5-year water supply papers consists of 37 volumes. The boundaries of the various parts and volumes 

within the parts are indicated In the following list and on the map in figure 1.

Part 1. North Atlantic slope basins, In three volumes:

Volume 1: Basins from Maine to Connecticut

Volume 2: Basins from New York to Delaware

Volume 3: Basins from Maryland to York River 

Part 2. South Atlantic slope and eastern Gulf of Mexico basins, in three volumes:

Volume 1: Basins from James River to Savannah River

Volume 2: Basins from Ogeechee River to Carrabelle River

Volume 3: Basins from Apalachlcola River to Pearl River 

Part 3. Ohio River basin, In four volumes:

Volume 1: Ohio River basin above Kanawha River

Volume 2: Ohio River basin from Kanawha River to Louisville, Kentucky

Volume 3: Ohio River basin from Louisville, Kentucky, to Wabash River

Volume 4: Ohio River basin below Wabash River 

Pan 4. St. Lawrence River basin, In two volumes:

Volume 1: Basins of streams tributary to Lakes Superior, Michigan, and Huron

Volume 2: St. Lawrence River basin below Lake Huron 

Part 5. Hudson Bay and Upper Mississippi River basins, in three volumes:

Volume 1: Hudson Bay Basin

Volume 2: Upper Mississippi River basin above Keokuk, Iowa

Volume 3: Upper Mississippi River Basin below Keokuk, Iowa 

Part 6. Missouri River basin, In four volumes:

Volume 1: Missouri River basin above WllUston, North Dakota

Volume 2: Missouri River basin from Williston, North Dakota, to Sioux City, Iowa

Volume 3: Missouri River basin from Sioux City, Iowa, to Nebraska City, Nebraska

Volume 4: Missouri River basin below Nebraska City, Nebraska 

Part 7. Lower Mississippi River basin, in two volumes:

Volume 1: Lower Mississippi River basin except Arkansas River basin

Volume 2: Arkansas River basin 

Part 8. Western Gulf of Mexico basins, In two volumes:

Volume 1: Basins from Mermentau River to Colorado River

Volume 2: Basins from Lavaca River to Rio Grande 

Part 9. Colorado River basin, in three volumes:

Volume 1: Colorado River basin above Green River

Volume 2: Colorado River basin from Green River to Compact Point

Volume 3: Lower Colorado River basin 

Part 10. The Great Basin 

Part II. Pacific Slope Basins In California, In four volumes:

Volume 1: Basins from Tla Juana River to Santa Maria River

Volume 2: Basins from Arroyo Grande to Oregon State line except Central Valley

Volume 3: Southern Central Valley basins

Volume 4: Northern Central Valley basins 

Part 12. Pacific Slope basins in Washington, In two volumes:

Volume 1: Pacific Slope basins In Washington except Columbia River basin

Volume 2: Upper Columbia River basin 

Part 13. Snake River basin

Part 14. Pacific Slope basins In Oregon and Lower Columbia River basin 

Part 15. Alaska 

Pan 16. Hawaii and other Pacific areas

Water-supply papers and other publications of the Geological Survey containing data on the water resources of the 

United States may be purchased or consulted as follows:
PUBLICATIONS 9

1. Copies may be purchased from the Superintendent of Documents, Government Printing Office, Washington, D. C. 

20402, who will, on application, furnish lists givlngprices. A list of Geological Survey publications ma<' also be obtained 

by applying to the Director, Geological Survey, Washington, D. C. 20242.

2. Sets of the reports may be consulted in the libraries of the principal cities In the United States.

3. Sets are available for consultation in the offices of the Water Resources Division of the Geological Survey. 

Addresses of the offices In the area covered by this report are given on page 2.

Early records of the flow of streams in the United States are published In the reports listed below. In many of these 

reports records for years earlier than those Indicated have been included for some streams. Most of these reports are 

out of print, but may be available for consultation in the district offices and in public libraries.

Streamflow data for the years 1884-1901, In reports of the Geological Survey 

(A - Annual Report; B - Bulletin)

Report

10th A, pt. 2

llth A, pt. 2

12th A, pt. 2

13th A, pt. 3

14th A, pt. 2

B 131. . . .

16th A, pt. 2

B 140. . . .

WSP 11. . .

18th A, pt. 4

WSP 15. . .

WSP 16. . .

19th A, pt. 4

WSP 27. . .

WSP 28. . .

20th A, pt. 4

WSP 35 to 39.

21st A, pt. 4

WSP 47 to 52

22d A, pt. 4.

WSP 65, 66.

WSP 75 ...

Character of data

Descriptive Information only.

Monthly discharge and descriptive Information. ...........

.... do ...............................

.... do ...............................

Monthly discharge. .............. ............

Descriptions, measurements, gage heights, and ratings .......

Descriptive information only.

Descriptions, measurements, gage heights, ratings and

monthly discharge.

Gage heights. ............................ .

Descriptions, measurements, ratings, and monthly discharge. . . .

Descriptions, measurements, and gage heights of streams east

of the Mississippi River, and Missouri River and tributaries

above Kansas River.

Descriptions, measurements, and gage heights of streams west

of the Mississippi River, except Missouri River and

tributaries above Kansas River.

Descriptions, measurements, ratings, and monthly discharge . . .

Measurements, ratings, and gage heights of streams east of

the Mississippi River, and Missouri River and tributaries.

Measurements, ratings, and gage heights of streams west of

the Mississippi River, except Missouri River and tributaries.

Monthly discharge ......................... .

Descriptions, measurements, gage heights, and ratings ...... .

Monthly discharge, ......................... .

Monthly discharge ......................... .

Descriptions, measurements, gage heights, and ratings ...... .

Monthly discharge. ......................... .

Year

1884 to Septemb

1884 to June 30,

1884-92,

1888-93

1893-94,

1895.

18%.

1895-96

1897.

1897.

1897.

1898.

1898.

1898.

1899.

1899.

1900.

1900.

1901.

1901.

sr 1890

1891.

Reports on surface water supply containing records from 1899 to date for drainage basins in this report are 

listed below. The data for any particular gaging station will, in general, be found In the reports covering the years 

during which the station was maintained.

Numbers of water-supply papers containing results of stream measurements in 

Lower Mississippi River basin except Arkansas River basin, 1899-1960.

Year

1899

1900

1901

1002

1903

1904

1905

1906

1907-8

1909

1910

1911

WSP

37

50

a65, 66, 75

a83, 84

a98, 99

a!28, 131

a!69, 173

a205, 209

247

267

287

307

Year

1912

 1913

1914

1915

1916

1917

1918

1919-20

1921

1922

IQ23

l°24

WSP

327

357

387

407

437

457 477

507

527

547

567

587

Year

1925

1926

1927

1928

1929

1930

1931

1932

1933

1934

1935

1936

WSP

607

627

647

667

687

702

717

732

747

762

787

807

Year

1937

1938

1939

1940

1941

1942

1943

1944

1945

1946

1947

1048

WSP

827

857

877

897

927

957

977

1007

1037

1057

1087

1117

Year

1949

1950

1951

1952

1953

1954

1955

1956

1957

1058

1959

I960

WSP

1147

1177

1211

1241

1281

1341

1391

1441

1511

1561

1631

1711

a Tributaries of Mississippi River from east.
10 SURFACE WATER SUPPLY, 1961-65, PART 7, VOLUME 1

Records for the area covered by this report have been compiled through September 1950 and for the period October 

1950 to September I960 and published in Water-Supply Papers 1311 and 1731, respectively. These reports contain a 

summary of monthly and annual discharges for all previously published records as well as some records not contained 

in the annual series of water-supply papers. All records were reexamined and revised where warranted. Estimates 

of discharge were made to fill short gaps whenever practical.

The reports listed in the foregoing tables contain the customary records of discharge collected during the systematic 

operation of gaging stations. Detailed information on the stage and discharge of many streams during major floods 

has been included in special reports on these floods published by the Geological Survey. The more recent of these 

special reports also contain other pertinent hydrologic information and analyses and compilations of data relating to 

earlier notable floods. The following list gives the numbers and titles of these reports:

WSP Title

147 ...... Destructive floods in the United States in 1904.

162 ...... Destructive floods in the United States in 1905.

487 ...... The Arkansas River flood of June 3-5, 1921.

771 ...... Floods in the United States, magnitude and frequency.

838 ...... Floods of Ohio and Mississippi Rivers, January-February 1937.

847 ...... Maximum discharges at stream-measurement stations through September 1938.

914 ...... Texas floods of 1938 and 1939.

1137. ..... Floods of 1950.

1139. ..... Kansas-Missouri floods ot July 1951.

1227-B .... Floods of May 1951 in western Oklahoma and northwestern Texas.

1227. ..... Floods of 1951.

1320. ..... Floods of 1953.

1370-C .... Summary of floods in the United States during 1954.

1455-B .... Summary of floods in the United States during 1954.

1455-B .... Summary of floods in the United States during 1955.

1530. ..... Summary of floods in the United States during 1956.

1652. ..... Floods of 1957.

1660. ..... Floods of 1958.

1681. ..... Magnitude and frequency of floods in the United States.

1790-B .... Summary of floods in the United States during 1960.

1810. ..... Summary of floods in the United States during 1961.

1830-B .... Summary of floods in the United States during 1963.

1840. ..... Floods of 1964 in the United States.

Reports giving records of chemical quality ^nd temperature of surface water and suspended-sediment loads of 

streams in the area covered by this volume for the water years 1941-65 are listed below:

Numbers of water-supply papers containing water-quality records 

in Lower Mississippi River basin except Arkansas River basin, 1941-65

Year

1941

1942

1943

1944

1945

WSP

942

950

970

1022

1030

Year

1946

1947

1948

1949

1Q50

WSP

1050

1102

1133

1163

1188

Year

1951

1952

1953

1954

1955

WSP

11Q9

1252

1292

1352

1402

Year

1956

1957

1958

1950

1960

WSP

1452

1522

1573

1644

1744

Year

1961

1962

1963

1964

1965

WSP

1884

1944

1950

1957

1964

RECORDS OF DISCHARGE COLLECTED BY AGENCIES OTHER THAN THE GEOLOGICAL SURVEY

Records of discharge have been collected by other agencies at numerous sites throughout th? United States that 

are not published by the Geological Survey, The Office of Water Data Coordination, Water Resources Division, U.S. 

Geological Survey, Washington, D. C. 20242, maintains an index of such sites. Information on records available at 

specific sites can be obtained upon lequest.
MISSISSIPPI RIVER MAIN STEM 11

7-0100. Mississippi River at St. Louis, Mo,

Location. Lat 38°37'44" , long 90°10'47", on downstream side of west pier of Eads Bridge at St. Louis, 

15 miles downstream from Missouri River, 19. 2 miles upstream froir Meramec Fiver, and at mile 180.0 

above Ohio River.

Drainage area. 701,000 sqmi, approximately.

Records available.--Discharge: January 1861 to September 1965. Monthly discharge only for some perlods , published In WSP 1311.

Gage heights: March 1933 to September 1965 In reports of Geological Survey. Since January 1861 

In reports of Mississippi River Clommission. Since January 1890 in reports of U.S. Weather Bureau.

Gage. Water-stage recorder. Datum of gage Is 379.94 ft above m<=an sea level, datum of 1929. Prior 

~t;o May 5, 1934, staff gage 0.4 mile downstream at same datum. May 5, 1934, to Dec. 9, 1952, waterstage recorder at site 20 ft downstream at same datum.

Average discharge.--1Q4 years, 174,000 efs (126,000,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained In the following

year

1961

1962 

1963 

1964 

1965

Date

May 11 1961 

Mar. 25 1962 

Mar. 7 1963 

Apr. 24 1964 

Sept. 28 1965

Maximum

Discharge 

(cfs)

588,000 

591,000 

309,000 

309,000 

552,000

Oage height 

(feet)

33.20 

30.18 

18.35 

a 18.22 

30.44

Date

Jan SO, 1961 

Dec. 14, 1961 

Jan. 26, 1963 

Dec , 31, 1963 

Dec. 11, 1964

Minimum

Discharge 

(cfs)

47,600 

89,600 

35,800 

S3, 400 

48,600

Gage height 

(feet)

-4.00 

1.84 

-5.68 

-S.67 

-3.87

a Maximum gage height for year, 18.96 ft June 27, 19G4.

1928-65: Maximum discharge, 844,000 cfs Apr. 30, 1944 (gage height, 39.14 ft); minimum, 27,600 

cfs Dec. 12, 1937.

1861-1965: Maximum dally discharge, 1,019,UU^ efs J-ine 10, 11, 1903; maximum gage height, 

40.28 ft July 22, 1951; minimum dally discharge, IP. ,000 cfs Dec. 21-23, 1862; minimu-n gage height, 

-6.11 ft Jan'. 16, 1940.

Maximum stage known, 41.32 ft June 27, 1844, from floodmarks (discharge, 1,300,000 efs, computed by Corps of Engineers). Flood In April 1785 may have reached a stage of 42.0 ft.

Remarks. --Records excellent. Natural flow of stream affected by many reservo^s and navigation dams 

 in upper Mississippi River basin and by many reservoirs and diversions for irrigation In Missouri

River basin. Records of suspended-sediment loads and water- temperatures for the water years

1961-85 are published in reports of the Geological Survey.

GAOE HEIGHT, IN FEET, AT HOURS, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

5.75

5.00

5.08

4.52

4.35

4.07

3.77

2.52

2.36

1.80

1.10

1.25

.63

1.51

1.43

2.06

2.71

2.88

2.37

1.83

1.37

.59

.48

-.20

.06

.63

1.19

.9?

1.01

1.96 

5.75

-.20

NOV.

2.98

2.74

5.96

9.28

9.80

7.13

6.82

5.41

5.75

6.47

6.19

5.30

4.50

4.85

3.20

4.50

4.43

4.52

5.15

5.32

5.00

4.12

4.22

2.88

3.02

2.06

1.84

1.72

2.46

9.80

.94

DEC.

35

.68

.52

.69

.50

.78

-.19

.49

1.65

2.10

1.69

1.19

1 .11

1.08

1.36

.59

.22

.00

-.16

-.38

-.39

-.95

-.91

-.81

-.54

.43

.02

-1.03

-1.17 

-.93

2.10

-1.20

JAN.

-.75

-.80

-.66

.-.a:

-1.84

-1.53

-1.36

-1.28

-1.33

-1.78

-1.88

-2.00

-2.20

-2.28

-2.04

-1.78

-1.79

-1.78

-1.45

-1.12

-1.17

-2.00

-2.07

-2.21

-2.63

-2.60

-2.82

-2.95

-3.20

-.66

-4.00

FEB.

-3.86

-3.86

-3.68

-3.76

-3.90

-3.78

-3.79

-3.62

-3.50

-3.42

-3.36

-3.31

-3.24

-3.11

-2.30

-1.27

.29

1.76

1.58

.40

1.65

5.26

7.33

7.06

7.41

7.35

7.72

9.37

9.37

-3.90

MAR.

8.20

7.05

5.82

4.21

4.25

6.10

e.63

10.82

14.88

18.22

19.00

18.20

17.22

16.73

18.19

20.53

21.72

20.29

19.38

19.20

18.06

17.70

17.87

18.39

18.47

18.04

17.41

16.63

17.08

22.96

4.21

APR.

22.76

21.55

20.95

20.34

19.85

19.77

19.82

19.98

19.92

20.02

21.41

23.22

23.80

22.43

20.65

20.67

19.49

17.48

16. 3U

15.48

14. 39

13.41

13.57

16.35

18.58

20.07

21.95

21.39

19.85

23.80

13.41

MAY

17.19

16.30

16.29

16.57

17.17

18.02

23.13

28.79

31.36

32.66

33.20

33.04

32.13

30.55

28.75

25.95

23.74

23.43

23.40

22.14

21.34

20.26

19.28

17.46

16.53

16.54

17.85

18.87

18.03 

16.84

53.20

16.29

JUNE

15.83

14.78

14.35

13.69

12.75

11.07

11.16

11.13

10.81

10.76

11.43

12.80

11.23

9.97

9.36

9.19

10.40

13.23

14.08

12.81

11.22

9.66

7.88

6.59

5.91

4.92

4.83

4.37

4.10 

4.20

15.83

4.10

JULY

6 27

8.25

11.33

9.47

7.00

5.41

5.01

5.03

7.64

8.73

6.83

4.69

4.15

3.50

2.71

2.24

2.25

1.88

2.53

6.07

8.38

6.54

8.50

13.52

15.87

14.63

14.14

15.44

14.76 

13.22 

11.56

15.87

1.88

AUO.

9.53

8.54

9.73

9.15

10.50

11.47

10.27

8.47

7.53

7.76

11.57

12.18

10.81

9.16

7.25

6.17

4.64

3.71

2.76

1.66

1.40

1.27

.58

.27

.76

1.30

2.03

2.52

1.49 

.77 

.66

12.18

.27

SEPT.

1.61

.67

.91

2.1U

4.70

4.77

4.88

6.79

5.99

5.19

4. 23

2.79

3.63

9.C1

20.41

26.07

27.53

28.30

28.38

24.98

21.32

18.73

16.88

16.36

19.51

22.46

23.60

21.90

17.81 

15.56

28.38

.87
MISSISSIPPI RIVER MAIN STEM

7-0100. Mississippi River at St. Louis, Mo. Continued

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

3.92

2.96

4.68

5.98

6.87

5.34

3.96

2.67

1.49

9. 23

8.98

9.26

8.49

1.49

6.19

7.21

6.13

4.55

12.70

9.92

8.28

8.45

7.20

7.38

6.74

6.17

4.22

3.82

4.14

4.89 

7.40

17.21

3.82

NOV.

10.25

14.87

IB .47

20.88

24.08

24.54

24.08

2S.31

21.91

19.67

17.23

15.50

13.52

13.28

12.96

12.99

14.58

19.49

23.00

23.82

23.54

23.63

23.34

22.69

21.07

18.96

17.41

15.82

14.65

13.31

24.54

10.25

DEC.

11.88

10.84

10.18

9.53

8.98

7.53

8.44

8 .12

7.13

7.24

6.27

6.13

4.06

2.84

2.17

2.16

3.06

2.75

2.80

3.81

4.07'

5.84

6.45

7.15

6.76

5.95

6.22

5.85

4.09

3.49 

4.76

11.88

2.16

JAN.

5.07

3.47

2.77

3.26

4.06

5.C7

6.31

6.08

6.22

4.70

4.62

5.42

5.02

4.06

3.86

3.32

2.32

2.52

3.22

3.32

3.18

2.92

2.32

2.42

2.42

2.68

3.83

6.58

7.99

8.22 

12.44

12.44

2.32

FEB.

13.07

11.92

12.35

13.56

14.33

15.20

16.90

17.74

16.78

18.51

16.74

15.89

14.74

13.95

13.64

14.62

14.84

16.33

17.52

16.90

15.41

14.89

14.15

13.40

10.96

11.19

11.22

11.29

______

18.51

10.96

MAR.

8.90

8.54

8.60

7.82

7.25

5.87

4.77

5.49

6.43

7.41

7.56

8.30

13.29

16.98

17.89

17.80

16.83

15.90

15.15

14.66

18.45

25.01

27.93

29.35

30.04

30.04

29.80

29.57

29 . 31

28.85 

28.76

30.04

4.77

APR.

28.63

28.30

27. 9U

27.64

27.56

27.42

27.18

27.03

26.93

26.62

26.44

26.45

26.31

25 .82

25.24

24.39

23.47

22.74

22.21

21.54

20.95

20.57

20.20

19.75

19.50

19.43

19.42

19.32

19.24

18.88

28.63

18.88

HAY

19.17

19.06

19.28

18.38

17.37

16.17

15.27

14.67

14.36

14.36

15.60

16.70

16,77

16.24

15.62

15.25

14.85

14.71

14.45

13.76

12.98

12.29

12.02

12.14

12.86

12.82

13.43

13.68

14.32

13.98

19.28

12.02

JUNE

18.92

22.98

22.87

21.30

20.47

19.47

19.31

20.09

20.84

21.21

21.17

20.82

20.70

21.86

21.81

21.14

19.98

18.17

16.36

14.97

13.86

12.62

11.92

11 .69

11.84

11.48

11.66

12.34

10.70

9.85

22.98

9.85

JULY

9.88

9.34

8.34

11.59

12.37

13.26

12.68

11 .65

11,21

10.65

10.75

10.61

10.49

10.15

10.52

10.36

12.39

12.61

12.91

11.88

12.12

12.62

12.25

13.07

15. C8

15.45

14.69

13.32

11.88

11.55 

10.83

15.45

8.31-

AUG.

9.14

9.11

9.22

6.80

8.43

8.73

8.18

7.68

7.12

7.54

6.83

6.33

5.65

4.52

4.40

5.23

4.90

4.29

3.28

3.68

3.37

3.39

2.98

3.15

3.43

2.54

2.68

4.04

5.58

5.82 

3.08

9.14

2.54

SEPT.

3.36

3.34

4.80

6.30

8.27

8.62

8.56

8.90

9.34

9.83

9.55

9.36

9.84

7.72

6.27

7.07

7.29

6.90

6.67

6.71

6.77

6.41

6.52

6.45

6.52

6.14

7.04

8.35

8.67

7.97

9.84

3.34

GAPE HEIGHT, IN FEET, AT 08OO HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

7.03

6.35

6.23

6.81

6.63

6.38

6.34

6.59

6.14

5.86

7.03

7.19

7.29

6.95

6.69

7.60

9.20

7.92

7.55

6.97

6.57

7.44

7.26

5.98

6.01

6.36

4.75

4.78

3.47

3.16 

3.31

9.20

3.16

NOV.

2.80

3.58

3.57

3.64

3.30

1.58

2.52

2.64

1.47

2.35

1.44

2.78

1.92

1.81

2.12

2.30

3.01

2.47

2.70

2.32

2.63

3.34

2.92

2.82

1.65

1.83

.93

2.09

1.75

1.34

3.64

.93

DEC.

1.55

1.40

.96

.81

.53

1.07

.49

-.40

-.33

-.58

-.38

-2.28

-4.19

-3.45

-2.55

-1.60

-1.68

-1.88

-2.06

-2.26

-2.17

-1.59

-1.90

-1.37

-1.94

-1.94

-2.70

-1.03

-.47

-1.36

-1.72

1.55

-4.19

JAN.

-2.59

-2.20

-1.56

-1.88

-1.95

-1.77

-1.86

-1.49

-1.18

-1.42

-1.15

-1.47

-3.85

-3.10

-2.79

-2.52

-3.15

-2.85

-2.44

-4.34

-4.89

-5.57

-5.44

-4.84

-5.24

-5.68

-5.53

-5.16

-5.22

-5.37

-5.02

-1.15

-5.68

FEB.

-4.52

-4.32

-3.88

-3.64

-3.48

-3.26

-3.44

-3.48

-3.38

-2.74

-1.82

-1.94

4.59

1.45

-.28

-.82

-1.79

-1.50

-1.31

-1.71

-1.70

-1.80

-1.30

.23

.35

-.32

-1.11

-.90

______

 

4.59

-4.52

MAR.

-1.61

-1.74

-1.21

-.71

5.94

12.87

17.32

17.98

16.79

15.55

14.24

13.03

11.99

11.84

12.63

16.10

16.03

14.68

13.04

12.77

13.82

15.10

15.58

15.30

14.25

13.11

12.19

12.16

12.31

12.83 

13.04

17.98

-1.74

APR.

3.76

4.46

4.25

4.16

3.86

12.97

11.79

11.17

10.96

10.28

9.95

9.63

8.91

8.13

7.95

7.30

6.89

6.90

6.55

6.12

5.67

5.81

6.34

5.63

5.35

5.87

5.60

4.24

5.08

6.33

14.46

4.24

MAY

6.33

6.88

8.68

11.47

10.89

9.80

11 .01

10.66

9.88

9.27

8.98

8.22

8.63

8.76

7.98

8.13

13.60

14.98

17.56

16.42

14.92

13.46

12.58

11.22

10.30

9.96

11.02

11.95

13.67

14.08 

13.49

17.56

6.33

JUNE

12.59

11.06

8.33

7.29

6.27

6.33

6.59

6.46

7.63

6.27

8.30

8.36

7.38

8.86

6.69

6.07

6.13

6.43

6.27

6.67

6.88

6.23

6.27

6.03

6.23

5.63

5.11

4.77

5.67

8.62

12.59

4.77

JULY

6.63

5.41

4. If

2.6J i.ie

2.19

2.91

4.75

2.36

1.75

2.96

2.20

1.44

4.07

3.36

3.24

5.15

5.33

4.03

4.43

6.22

6.88

6.63

4.44

4.73

4.16

4.35

4.41

5.14

4.71 

4.37

6.68

1.18

AUG.

3.71

3.01

3.50

3.37

3.40

3.62

4.36

3.77

4.28

5.17

5.00

4.44

4.56

2.71

1.72

1.27

1.22

2.51

2.44

3.47

2.58

2.37

2.17

1.71

1.00

1.15

2.89

1.11

1.06

-.13 

' 52

5.17

-.13

SEPT.

.85

.37

1.48

.98

.63

.52

.22

.69

.45

.85

.80

2.30

.47

.07

.18

-.13

.61

1.54

-.18

-.83

-.13

-.77

.28

.70

.55

.10

.14

-.74

-.39

-1.30

2.30

-1.30
MISSISSIPPI RIVER MAIN STEM

7-0100. Mississippi River at St. Louis, Mo. Continued

QAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER ¥EAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

-.08

.06

-.17

-.75

-1.07

.16

-.41

.42

-.23

-1.54

-.52

-.74

-1.27

-.85

-1.30

-1.35

-1.08

-.74

-.75

-1.43

-.76

-1.18

-.86

-.82

-.75

-.40

-.74

-.91

.18

- .85

-.88

.42

-1.54

NOV.

.72

-.92

-1.14

-1.26

-.29

-.01

-.38

-.63

-.69

-.63

-.72

-1.18

-.86

-.70

-1.00

-1.42

-1.35

-.76

-1.10

-1.41

-.64

.25

2.76

-.16

.26

2.39

1.96

1.63

.87

.42

2.76

-1.42

DEC.

-.22

-.31

-.54

-1.49

-1.36

-1.10

-1.48

-1.63

-1.48

-2.38

-3.25

-2.51

-2.45

-2.66

-3.72

-3.82

-4.82

-4! 67

-5.28

-5.24

-5.02

-5.13

-5.25

-5.33

-5.22

-4.71

-5.17

-5.24

-5\Z7

-.22

-5.33

JAN.

- .52

- .89

- .86

- .57

- .41

- .54

- .33

- .48

- .82

- .07

- .63

- .82

- .68

- .27

- .32

- .20

- .43

- .44

- .88

- .45

- .67

- .20

- .95

- .74

- .68

- .42

- .45

- .55

~" 'v=*

'

- .42

- .52

FEB.

-2.64

-2.68

-2.22

-2.70

-3.10

-2.30

-2.85

-4.03

-2.39

-3.35

-3.36

-4.26

-3.27

-3.79

-4.45

-2.77

-4.19

-2.87

-3.32

-3.27

-2.77

-3.35

-3.35

-3.29

-3.40

-3.12

-3.43

-3.79

-3.30

-2.22

-4.45

MAR.

-4.20

-3.57

-3.98

-4.04

-2.54

-2.19

-1.85

-2.03

-1.12

1.01

2.39

2.16

2.32

1.77

.58

-.26

1.02

2.06

.48

1.81

1.28

-.69

-.89

-.27

.25

-.22

1.67

.88

1.41

1.37

2.72

2.72

-4.20

APR.

2.14

1.42

2.32

1.42

2.80

10.05

16.30

16.81

14.68

12.87

11.07

9.65

8.00

6.95

5.98

5.72

5.57

6.07

3.37

7.33

11.39

15.57

16.90

18.17

17.24

17.00

16.16

15.88

15.63

14.89

18.17

1.42

MAY

15.32

15.07

14.31

13.70

12.66

11.57

11.04

11.02

10.70

10.13

9.60

11.22

11.66

11.44

10.75

10.33

9.63

9.72

9.50

9.62

9.80

9.83

9.44

9.31

9.10

8.83

8.71

9.08

10.03

le'.zs

16.35

8.71

JUNE

13.76

10.44

7.77

7.23

6.30

4.65

3.90

5.64

5.74

4.66

5.06

4.54

4.73

3.45

5.34

12.74

14.69

15.62

16.14

13.68

14.25

17.23

16.98

16.42

17.27

17.85

18.80

18.76

15.98

12.62

18.80

3.45

JULY

10.92

10.07

S. 30

6.81

6.08

6.10

5.43

4.24

5.04

5.55

5.47

6.90

5.16

6.05

4.90

4.27

5.67

5.46

4.4?

3.53

2.6?

2.17

2.4E 2. Be

1.42

2.15

2.08

1.49

.90

1 .34 ies

10.92

.63

AUG.

.80

.28

-.72

.43

.23

.82

2.24

.77

-.08

-1.73

-.82

-1.02

-1.75

-1.52

-1.79

-1.38

-1.27

-1.38

-1.87

-1.66

-1.11

.43

.64

-.47

-.25

2.17

1.06

1.23

1.17

.12

-.23

2.24

-1.87

SEPT.

- .54

-.88

.40

1.19

1.76

2.21

2.33

2.36

1.66

2.96

6.40

7.93

7.54

6.88

5.50

4.42

4.13

4.53

4.56

4.36

4.36

4.25

4.45

3.59

3.92

3.38

5.25

4.88

6.13

5.34

7.93

-.88

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

4.41

4.03

3.84

3.62

2. SO

2.00

2.11

1.28

.55

.13

-.39

-.31

-.22

-.46

-.31

-.22

-.02

.72

-.90

-.49

-1.32

-.48

-.37

-1.38

-.80

-1.53

-.64

-.55

-1.88

-1.39

-1.11

4.41

-1.88

NOV.

-.96

-1.07

-.68

-.30

.10

.72

.12

.56

.67

.23

-.46

.30

.50

-.38

-.57

2.06

2.55

3.53

4.46

4.76

4.73

2.50

3.03

2.03

1.35

1.01

.81

1.59

.84

.30

4.76

-1.07

DEC.

.22

-.03

.09

-1.78

-1.07

-2.62

-2.92

-3.37

-3.48

-3.61

-3.85

-3.04

-2.27

-1.89

-.47

-1.33

-.40

-1.50

-2.17

.13

-1.62

-.96

-1.38

-1.47

-.84

-2.76

-3.34

-3.59

-2.53

-2.00

.22

-3.85

JAN.

-2.45

-.84

7.37

8.51

10.23

10.11

10.02

8.50

7.15

5.01

3.02

2.41

1.67

.42

-.49

-.27

-2.72

-2.56

-2.08

-2.01

-2.00

-1.55

-.83

5.20

10.23

12.53

11.39

10.07

8.70

6.02

12.53

-2.72

FEB.

3.06

2.00

.86

.29

.45

.36

.54

2.20

1.88

3.77

7.39

11.12

8.53

9.69

10.86

10.40

9.08

8.09

6.75

5.79

5.00

3.97

2.64

2.49

1.84

.97

4.02

4.31

 

11.12

.29

MAR.

3.53

5.65

8.54

12.25

15.49

14.74

12.91

14.28

14.34

13.50

13.65

14.49

15.79

16.14

15.84

15.36

15.81

18.23

21.50

23.54

24.61

23.74

19.80

16.57

14.20

11.50

8.78

7.93

8.56

8.52 

10.89

24.61

3.53

APR.

12.80

13.08

12.39

13.84

17.93

21.84

24.33

25.83

26.82

27.43

27.73

28.05

28.41

28.37

28.36

28.75

28.65

28.39

28.20

27.68

27.03

26.30

25.64

25.16

25.01

24.62

24.22

24.14

24.89

25.72

28.75

12.39

MAY

25.93

25.83

25.80

25.68

25.56

25.60

25.55

25.56

25.49

25.20

24.78

24.54

24.69

24.35

23.72

23.43

22.91

21.92

20.96

19.82

18.63

17.64

17.03

16.34

15.64

15.36

17.39

17.02

16.05

17.23

25.93

15.36

JUNE

18.23

17.47

18.75

18.79

20.58

20.85

21.99

22.80

22.82

21.50

20.67

19.77

19.70

19.35

18.49

18.05

17.86

17.62

17.46

16.20

15.82

16.20

15.65

15.95

15.12

14.73

14.38

13.22

11.82

11.45

22.82

11.45

JULY

12.05

15.25

19.21

21.30

21.29

20.38

19.13

15.6-1

14.55

13.21

12.59

12.70

12.47

12.12

13.41

14.05

13.77

12.57

11.40

10 . 30

10.13

14.52

18.59

19.3^

19.30

19. 35

16.54

12.63

9.43

7.94 

7.19

21.30

7.19

AUG.

5.32

4.40

4.78

3.86

3.90

4.69

4.65

4.99

5.35

5.16

3.84

4.94

4.63

3.42

3.45

3.28

2.18

2.24

3.42

3.23

3.84

3.82

3.22

2.27

1.63

.78

6.26

6.76

6.68

4.53

8.31

.78

SEPT.

11.89

11.59

9.87

10.35

10.17

10.83

13.29

16.20

16.00

16.08

16.47

17.85

15.30

14.46

11.56

11.96

18.23

19.73

18.58

16.64

16.69

19.48

24.75

27.64

28.96

29.82

30.32

30.40

29.86

28.46

30.40

9.87
MISSISSIPPI RIVER MAIN STEM

7-0100. Mississippi River at St. Luuis, Mo.--Continued

D [ SCHfl^GE» IN CUBIC FEET PEP SfCnN n ? WATEP YEA 1? PCTHRF'3 1 °6C TO S F P T F W

1 

2

4 

5

6

7

9

10

11 

12

14

15

16

17

20

21 

22

24

27 

28 

29 

30 

31

TOTAL 

MEAN 

MAX 

MIN 

AC-FT

17,000

06,003

P4,oon

102, COG 

98,400

88,800 

83.5PO

79,100

82,000 

81,200

87,2C3 

"1,200

87,200 

84,200

82,000 

7ft, 303

80,500 

79,100 

78,400 

81,200 

82,800

87,550 

117,000 

70,700

92,800

156,000 

154,000

122,000

122,3pn 

125,000

152,000

107,001

106,000 

106, OCD

115,300 

116,000

106,000

86,500 

86,500

78,400

109, SCO 

156,000 

78,400

4,930

84.2PO 

85, One

80,500 

76,30r

7i,4ir

70,300

6h,53P

72,100 

65,1)00

65,230 

66, 5 50

74,26" 

86, 5 OP 

65,?OC

63,?CP

60,600

58,700

62, POO

55,400

54,2no

<r°,nao

4=,opo

60,580 

67,200

52,'C-I66, SCO

66,C31

80,7"! 

166,000

?4=v,OC5

345,0.0- 

374,3:'"!

331, "op 

JRJ.'-oi ? 5 r , 0 o r

K

i,, ,--

* -

77, --'

*~'l^

107,"^

^ . "

-.^M

CAL YR 1060! TOTAL 71,562,300 MEAN 105,5PO MAX 667,OT,P MIN

M Expr ed in thousands.

1

2

4 

5

6 

7 

8

10

12 

13

14

16 

18

20 

21

23 

24 

25

26 

27 

28 

29 

30 

31

TOTAL 

MEAN 

MAX

215,000

218,000 

203,000

182,000

152,000 

200,000

265,000 

224,000

163,000 

151,000

141,000 

139,000 

134,000

125,000 

109,000 

109,000 

109,000 

120,000 

143,000

5.615.0M 

181,100 

265,000

181,000

408, OCO 

390,000

358,000

219,000 

213,000

215,000 

328,000

404,000 

3 96, OOP

384,000 

366,000 

331,000

294,000 

268,000 

242.000 

224,000 

207,000

9, 238. CM 

307,900 

416,000

188,000

152,300 

147,000

139,300

136,300

94,400 

99,230

109,300 

1 12,300

135,300 

138,000 

134,000

129,000 

130,000 

125,000 

112,000 

107,1)00

3,992. 6M 

128,800 

188,000

116, CO"

130,030 

132,000

117,000

101,000 

98,400

103,000 

102,000

96,000 

96,000 

96,800

98,400 

112,000 

138,000 

147,000 

158,000

3.597.BM 

116,100 

215,000

315, OCO

287,000 

29?, 000

234,000

240,000 

270,000

273, OPQ 

252, 00n

231,000 

215,000 

186,000

188,000 

188,000 

184,000

6.757.0M 

241,300 

304,000

!5fl,300

21 ,om

30,300

42 , 000

330,100 

270,000

260,000 

344. "00

542,000 

574.000 

588,000

586,000 

571,000 

564,000 

549,000 

535,000

9.833.0M 

317,200 

588 t 000

5?o,POO

474,0,0.0 

470, roc

433,050

384, COO 

353, POC

336, POO 

328, OOP

314,000 

300,000 

297,000

297,000 

295,000 

295,000 

292,000 

291, OOC

11.800M 

393,300 

520,000

2°4,roo

2?s!ooo

250.,oo 0

2^4,oic 

227, rio

?n,oop

2"3, poo

IB?, 00" 

100,000 

199, OOC

19°, OOC 

206,000 

210,000 

218,000 

215,000

7.206.0M 

232,500 

294,000

,,*..,.,

'17, 0""

"* 

?S7,ioc

'1 Q, n np 

^01 ,--nr.

LB2,"00 

184, nOO 

185,^00

182,000 

188,000 

IBS, 000 

170,000 

164,000

8,084.0M 

269,500 

364,000

IBF^ <^_

1C 6 , -on 

1 u^ f "-! -

,£: 

177, nro 

l==,i '-

! " B>Vn

1=16,00" 

218, nor 

2^7.0PO

240, OOC 

225,000 

2"1,OOC 

185, HOC 

180, OCC 

165, POC

5.837.0C 

188,300 

240, OOP

1 il*"n-

]-,;-'^

i '. 7 , " -" 

107, *,->!- "" ""

112 ,icn

OS, 200 

99,200 

111, COO 

124,000 

119,000 

102.0PQ

3.748.BM

120,000 

153,000

i " 7, ""r

'.-ij',"-'

^'.^

=;;::- :

1 11 , - -*

H", n tiC 

12°, ^"O

12f,rpO 

136, OCO 

148, OPO 

150,000 

138,0^0

4.176.0M 

139, 2CO 

168,000

M Expressed in thousands
MISSISSIPPI RIVER MAIN STEM

7-0100. Mississippi River at St. Louis, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

8

9

11

13

15

16

17

IB

19

20

21

ZZ

23

24

25

26

27

28

29

30

31

MAX

WIN

OCT.

132,000

126,000

127.000

132,000

130,000

127,000

131,000

127,000

135,000

136,000

131,000

145,000

154.000

144,000

140,000

133,000

132,000

140.000

136,000

122.000

127.000

124,000

113,000

110,000

101.000

98,400

97,600

154,000

97.600

NOV.

97,600

103.000

103,000

103,000

99,300

87,900

94,300

86,400

86,400

88,700

90,300

91,900

96,000

92,700

94,300

91,100

96,000

100,000

94,300

94,300

88,700

87,900

86,400

91,100

87,900

85,600

 

103,000

' 85,600

DEC.

87,100

85,600

82,500

81.700

80,200

82,500

72,000

72,700

72.000

46,600

57,900

62,800

62,800

61,400

60,000

58,600

60,700

61,400

64,200

64,200

63,500

60,000

58,600

67,000

72.000

62,800

61,400

87,100

46.600

JAN.

56,600

60,700

63,500

61,400

61,400

62,800

66,300

69,100

67,000

52.500

57,900

58.600

55, 900

57,300

56,600

45,300

41,500

37,700

39,600

41,500

38,300

35,800

37,100

38,000

40,200

40,800

43,400

69,100

35,800

FES.

46.000

46.600

49.900

51.200

52,500

53,200

51,900

53,200

64.900

104.000

72.700

66.300

62.100

62.800

62,800

60,000

59,300

60,000

64,900

74.200

72,700

69,100

63.500

65,600

 

 

 

104,000

46,000

MAR.

60,000

62,100

67,000

80,200

148,000

228,000

299,000

278,000

234,000

201,000

219,000

263,000

257,000

233,000

216,000

212,000

230,000

245,000

249,000

243,000

227,000

210,000

199.000

196,000

201,000

206,000

209,000

299,000

60,000

APR.

219,000

225,000

225.000

224.000

218,000

204,000

185,000

182,000

169,000

155,000

144,000

137,000

133,000

133,000

132,000

124,000

124,000

124,000

127,000

121, OOC

121,000

124,000

121,000

114,000

121,000

131,000

 

225,000

114,000

MAY

132,000

141,000

165.000

189, noo

180,100

170,000

178,000

168,000

156,000

155.000

145,000

158,000

221,000

245,000

273,000

252,000

230,000

210,000

196.000

180,000

170,000

168,000

184,000

199,000

219,000

219,000

209,000

273,000

132,000

JUNE

193,000

170,000

141,000

132,000

123,000

126,000

129, COO

136, non

148,000

138,000

129,000

124,000

126,000

127,000

126,000

130,000

129,000

124,000

124,300

121,000

122,000

116,000

111,000

110,000

125,000

138,000

~

193,000

110,000

JULY

125,000

113,000

103,000

92,700

83,200

86.400

105,000

90 , 3C n

95.100

87.100

96,000

102.0JO

114, OCO

115,000

108.100

114,000

129,000

134,000

125,000

106,000

109,000

104, OPO

104,000

105,000

lir.ooo

109,000

104,000

134,000

83,200

F

AUG.

96,800

94,300

96,800

05,100

96,010

101,000

9° ,300

10^, OOC

108,000

103.000

80,900

78,700

80,900

87,900

93.50C

93,500

87,000

87,100

83,200

80,200

77, ZOO

70,400

84,800

76,400

73,500

68,400

74,900

110.000

68,400

SEPT.

75,7rC

72,700

79,410

76,400

74,900

74.2CO

77,200

75,700

75,700

70-W1

69. ICO

67,700

72,700

77.200

68,400

64,900

67,000

67.000

72,000

72.70P

71.300

69, ICC

68,400

54,200

68,400

62,100

_____

79.400

62.10C

HAT YR 1963: TOTAL 41,300,300 MEAN 113,200 MAX 299,000 MIN 35,800 AC-FT 81,920,000

M Expr ed In thousands

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

AC-FT

OCT.

69,800

70,600

69,100

64,200

63,500

70,600

70,600

72,700

67,700

61, 400

66,300

62,800

62,800

64,900

62,100

62,100

64,900

65,600

65,600

62,800

64,900

64,200

65,600

66,300

66,300

67, 000

66,300

64,900

68,400

63,500

67, 000

2.044.5M

65,950

72,700

61,400

4, 055M

NOV.

74,200

64,900

62,800

65,600

70,600

71,300

68,400

66,300

66,300

67,700

66,300

63,500

64,900

65,600

63,500

61,400

63,500

66,300

64,200

64,200

67, 000

72,000

83,200

69,800

76,400

84,800

83,200

78,700

76,400

72,700

-----

2,085.7M

69,520

84,800

61,400

4, 137M

DEC.

67,700

69,800

64,900

60,000

64,200

64,200

59,300

62,100

58,600

52,500

49,200

54,600

53,900

51,900

46,600

46,000

40,800

45,300

39,600

37,700

37,700

38,900

38,300

37,700

36,400

37,700

39,600

36, 400

36,400

35,800

34,600

1,498.4M

48,340

69,800

34,600

2,Q72M

JAN.

5,800

7,700

8,300

8,000

9,600

1,500

0,200

0,800

6,000

2,700

1,500

6,000

5,300

2,700

3,400

3,400

2,700

1,500

0,200

3,400

2,700

6, 000

7, 300

3,200

0,000

4,200

1,400

1.900

8,600

3,200

6,600

1, 26. 7M

6,020

4,200

5,800

,830M

FEB.

54,600

55,200

56,600

53,900

53,200

57,900

53,900

48,600

54,600

51,900

50,600

46,600

52,500

47,300

47,900

52,500

47,300

53,200

51,200

52,500

55,200

51,200

53,200

51,200

52,500

52,500

49,900

50,600

49,900

-_ -_

------

1.508.2M

52,010

57,900

46,600

2,991M

MAR.

47,300

48,600

46,600

48,600

56,600

60,000

62,100

60,700

69,800

80,200

91,900

91,900

91,900

85,600

75,700

72,700

83,200

86,400

77,900

87,100

80,900

69,100

68,400

74,000

75,700

75,700

86,400

82,500

87,100

88,700

96,800

2,311.0M

74,550

96. BOO

46,600

4, 584M

APR.

90,300

89,500

91,900

87, 100

108, 000

207,000

273,000

265,000

231,000

204,000

181,000

162,000

146,000

134,000

127,000

125,000

124, 000

128,000

133,000

149,000

212,000

260,000

291,000

306,000

281,000

271,000

255,000

252,000

246,000

237,000

5,666.8M

188,900

306, 000

87,100

11,240M

MAY

243,000

237, 000

227,000

216,000

201,000

186,000

181,000

180,000

175,000

168,000

166, 000

184,000

189,000

184,000

175,000

170,000

164, 000

164,000

162,000

164-,000

164,000

Ib3,000

159,000

156,000

153,000

150,000

150,000

156,000

176,000

243, 000

249,000

5,655.0M

182,400

249,000

150,000

11.220M

JUNE

207,000

158, 000

134,000

128,000

121,000

107,000

107,000

119,000

120,000

111,000

112, 000

108,000

110, 000

102,000

136,000

225,000

245,000

251,000

248,000

210,000

236,000

278,000

267,000

265,000

271,000

281,000

294,000

286, 000

227,000

181,000

------

5, 654. DM

188,500

294,000

102,000

11.210M

JULY

168,000

155,000

137,000

123,000

121,000

121,000

115,000

106,000

114,000

110,000

121,000

127, 000

121,000

121,000

10H, 000

108,000

117,000

111,000

105,000

95,100

88,700

86,400

87,100

87,900

81,70n

84,000

84,000

77,200

74,900

77,200

74,900

3,317.1M

107,000

168,000

74,900

6,57°M

AUG.

73,500

69,800

67, 000

72,000

70,600

77,900

8b,400

71,300

67,000

61,400

67,000

61,400

60,000

59,300

60,000

63,500

62,100

61.400

58.600

60,000

64,200

77,200

74,900

67,000

73,500

84,800

84,000

85,600

80,200

71,300

66,300

M5Q.2M

69 ,650

86,400

58,600

4, 283M

SEPT.

64.200

67,700

70,400

84.000

B4,000

87,000

88.700

9n.30o

83,200

96,000

127,000

139, 000

134, 000

124 000

115.000

105. 000

104.000

110, 000

108 000

108,000

109,000

110,000

110. 000

104.000

104,000

104,000

115,000

117,000

125,000

115,000

3,112. 4M

103,700

139,000

64, 200

6,173M

CAL YR 1Q63: TOTAL 38,088,800 MEAN 104,400 MAX 299,000 MIN 34,600 AC-FT 75.550,000 

WAT YR 1964: TOTAL 36,4-39,000 MEAN 09,560 MAX 306,000 MIN 34,600 AC-FT 72.280,000

M Expr
MISSISSIPPI RIVER MAIN STEM

7-0100. Mississippi River at St. Louis, Mo.--Continued

DISCHARGE, IS CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1955

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL 

MEAN

MAX

MIH

AC -FT

OCT.

108,000

106,000

101,000

100,000

90,300

87,100

85,600

85,600

77,900

72, 000

68,400

70,600

69,800

69,100

69, 100

70,600

72,000

77,200

67,700

67,700

66,300

66,300

68,400

62,100

65,600

62,100

66,300

63,500

61,400

62,800

64,900

2,325.4M

108,000

61, 400

4, 612M

NOV.

65,600

65,600

68,400

70,600

76,400

76,400

73,500

76,400

77,200

72,700

69,800

74,900

75,700

70,600

70,600

90,300

95,100

104,000

110,000

113,000

107,000

96, 000

96,800

89,500

84,800

82,500

79,400

88,700

80,200

77,200

______

2,478.9M

113,000

65,600

4, 917M

DEC.

74,900

75,700

71,300

65,600

65,600

56,600

53,900

51,900

50,600

50,600

50,600

54,600

60,700

63,500

69,800

67,700

72,000

59,300

61,400

72,000

64,900

67, 000

64,900

66,300

65,600

55,200

51,900

51, 200

57,900

62,100

60,700

1,916.0M

75,700

50,600

3, BOOM

JAN.

60,000

85,600

146,000

161,000

182,000

181,000

172,000

152,000

137,000

118,000

98, 400

93,500

87,900

77,200

74,200

67,700

57,900

60,700

61,400

62,800

62,100

66,300

75,700

134,000

190, 000

216,000

190, 000

174,000

152,000

127,000

111,000

3,634.4M

117,200 

216,000

57,900

7,209M

FEB.

100,000

89,500

80,200

77,200

78,700

7b,400

79,400

94,300

94,300

118,000

161,000

182,000

162, 000

177,000

190,000

185,000

168,000

152,000

140,000

128,000

121,000

106, 000

96,000

93,500

84,000

85,600

105,000

108,000

 

3.332.1M

119,000 

190, 000

76,400

6.609M

MAR.

102,000

131,000

164, 000

225,000

275,000

254,000

231, 000

243,000

240,000

230,000

234,000

246,000

265, 000

270,000

263,000

260, 000

279,000

324,000

388,000

425,000

440,000

408,000

324,000

263,000

216,000

178,000

152,000

147,000

154,000

159,000

192,000

7,682.0M

247,800 

440,000

102,000

15,240M

APR.

218,000

221,000

218,000

248,000

324,000

394, 000

444,000

479, 000

500,000

509, 000

513, ooa

516,000

520,000

516,000

516, 000

523,000

511, 000

500, 000

488,000

474,000

459, 000

440,000

425,000

414,000

412,000

404,000

398, 000

398,000

414,000

429,000

 

12,825.0M

427.500 

523,000

218,000

25.440M

MAY

431,000

429,000

427,000

423,000

416, 000

414, 000

414,000

416,000

414,000

408, 000

400,000

396,000

394,000

384,000

370,000

362,000

351,000

335,000

317,000

299,000

279, 000

265,000

255, 000

245,000

237, 000

237,000

263,000

254,000

243,000

265,000

286,000

B,629.0M

431,000

237,000

21,080M

JUNE

273,000

265,000

281,000

2-51,000

312, 000

321,000

338,000

353,000

347,000

326,000

311,000

297,000

297,000

289,000

276,000

271,000

268, 000

265,000

259,000

242,000

240, 000

243,000

240, 000

240, 000

231,000

227,000

221,000

209, 000

184,000

184,000

 

8.101.0M

353,000

184,000

16.070M

JULY

190,000

243, 000

299,00'J

326,000

321,000

300,000

271,000

227,000

212, 000

199,000

192,000

194,000

103, 000

197,000

207,000

218, 000

212,000

194,000

178,000

166, OOC

172, OOC

239, OOC

294,000

302,000

295,000

284, 000

230,000

180,000

148,000

135,000

128,000

6,946.011

326,000

128,000

13.780M

A0G.

114,000

104, 000

106,000

103,000

104, 000

112,000

111, 000

116,000

115, 000

112,000

105, 000

114,000

106,000

97,600

100,000

92,700

88,700

88,700

98,400

98,400

103, 000

103,000

96,800

00,300

83,200

85,600

126.000

134, 000

122,000

113, 000

158,000

3,301.4M

158,000

83,200

6.548M

SEPT.

190, 000

ISO, 000

166,000

172,000

168,000

189,000

228, 000

252,000

254,000

254,000

263,000

270,000

230,000

210,000

176,000

109, 000

278,000

295, 000

279,000

255,000

268, 000

328,000

431.000

486, 000

516,000

537,000

547,000

549,000

518,000

470,000

9,158-OM

54<J,000

166,000

18,160M

CAL YR 1964: TOTAL 37,530,700 MEAN 102,500 MAX 306,000 MIH 35,800 AC-PT 74,440,000

WAT YR 1965: TOTAL 72,329,200 MEAN 198,200 MAX 549,000 MIH 50,600 AC-FT 143,500,000

M Expr
MERAMEC RIVER BASIN

7-0115. Green Acre Branch near Rolla, Mo.

Location. Lat 37°54'5Q", long 91°43'35", in NWijSWt sec. 20, T.37 N, , R.7 W. , on left bank 35 ft

 upstream from double concrete-box culvert under State Highway 72, 0.4 mile upstream from mouth, 

and 3 miles southeast of Rolla.

Drainage area. 0.62 sq ml.

Records available. --November 1947 to September 1965.

Gage. --Water-stage recorder and concrete control. Datum of gage Is 958.82 ft above mean sea level,

 Saturn of 1929.

Average discharge. --17 years (1948-65), 0.406 cfs (294 acre-ft per year). 

Extremes. --Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base [100 cfs), water years 1961-65

Date

May Sj 1961 

May 6, 1961 

June 8, 1961

Time

2040 

0100 

0750

Discharge

* 396 

240 

380

Gage 

height

3.89 

3.33

3.84

Date

Sept. 24, 1962 

May 25, 19S3

Time

0730 

1245

Discharge

108 

* 81

Gage 

height

2.56 

2.32

Date

June 13, 1964

June 3, 1965 

June 10, 1965

Sept. 14, 1965

Time

0530

1800 

1700

0015

Discharge

* 361

120

379

* 438

Gage 

height

3.78

2.93

3.94

4.11

No flow for many days in each year.

1947-65: Maximum discharge, 1,900 cfs June 9, 1950 (gage height, 6.85 ft), from rating curve 

extended above 520 cfs on basis of slope-area measurement at gage height 6.85 ft; rn flow for many 

days in each year.

Remarks.--Records good.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

CFSM

IN.

AC -FT

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.06

0

0

0

0

0

0

0

0

0

.01

.06

0

0.13

.004

.06

0

.0064

.008

.3

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.50

.04

0

0

0

0

0

.01

.01

0

0

0

0

0

0

0

0.56

.019

.50

0

.031

.03

1.1

DEC.

0

0

0

0

.68

1.45

.17

.07

.03

.91

4.60

.38

.19

.15

.11

.05

.03

.02

.01

.01

.01

0

0

0

0

0

0

0

0

0

0

8.87

.286

4.60

0

.460

.53

18

JAN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

FEB.

0

.01

.01

0

0

0

0

0

0

0

.20

1.12

.60

. 22

.15

.09

.08

1.53

. 29

.19

.17

.17

.13

.08

.07

.05

.04

.11

______

 

5.31

.190

1.53

0

.305

. 32

11

MAR.

.08

.05

.04

.06

.38

3.76

5.24

I.b8

.67

.43

.29

. '.4367

.25

.19

.15

.11

.19

.15

.68

.54

.46

.38

.2=)

.19

.87

.33

.22

.17

.15

1.06

20.18

.651

5.24

.04

1.05

1.21

40

APR.

0.29

. 29

.29

.22

.17

.11

.09

1.18

6.90

1.34

.74

3.96

.90

.48

.43

.29

.19

.17

.15

.13

.22

.33

.22

.15

.13

.09

.06

.05

.05

.53

20.15

.67 2

6.90

.05

1.08

1.20

40

MAY

.22

.13

.08

.08

16.2

13.5

9.70

24.3

2.52

.99

.54

.38

.17

.13

.11

.09

2.01

.29

.19

.15

.11

.99

.43

. 19

.74

.25

.15

.09

.07

.05

.02

74.87

2.42

24.3

.02

3.89

4.48

149

JUNE

.01

.03

.82

.13

.06

.06

.24

14.1

1.28

.48

.25

.17

.29

.66

1.60

.33

.22

.15

.09

.08

.07

.05

.02

.01

.01

.01

.01

.01

0

.27

 

21.51

.717

14.1

0

1.15

1.29

43

JULY

.07

.32

.08

.04

.01

.07

.07

.04

.01

.01

0

1.42

.24

.09

.07

.04

.02

.10

.08

.57

3.78

4.39

1.22

.43

.25

.19

.11

.08

.06

.03

.02

13.91

.449

4.39

0

.722

.83

28

AUG.

.01

.01

.01

.01

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.09

.02

0

0

0

0

0

0

0

0

1.16

.005

.09

0

.0080

.01

.3.

SEPT.

0

0

0

.03

.01

0

0

0

0

0

0

0

1.30

.05

0

0

0

0

0

0

0

0

0

.09

.12

0

0

.08

0

0

 

1.68

.056

1.30

0

.090

.10

3.3

CAL YR i960: TOTAL 69.36 MEAN .190 MAX 7.94 MIN 0 CFSM .305 IN 4.15 AC-FT 138

WAT YR 1961: TOTAL 167.33 MEAN .458 MAX 24.3 MIN 0 CFSM .736 IN 10.01 AC-FT 332
MERAMEC RIVER BASIN

7-0115. Gfreen Acre Branch near Rolla, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAH OCTOBER 1961 TO SEPTE

DAY

1 

2 

3 

4 

5

6 

7 

8

9 

10

11 

12 

13 

14 

15

Ib 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

TOTAL 

MEAN 

MAX MIS

CPSM 

IK 

AC -FT

OCT.

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0

0 

0

0

0 

0 

0 

0

0 

0 

0 

.01 

.02

0 

0 

0 

0 

0 

.01

0.04 

.001 

.02 

0 

. 0016 

.002

NOV.

0 

.69

0

0 

0 

0 

0 

0

0 

0 

1.32

.43

.09

.05 

.03

.04 

.43 

.22

.11 

.06

.05 

.02 

.01 

.01 

.01

4.17 

.139 

1.32 

0 

.223

8.3

DEC.

.01

.03

.01 

.01 

0 

.07 

.13

.25

.11

.11

1.28

.74 

.33

.29 

.22 

.19 

.19 

.17

.25

.29 

.15 

.13 

.08

12.01 

.387 

5.71 

0 

.622

24

JAN.

.09

3.34

.82 

.54 

.30 

.10 

.05

.05 

.05

1.54

.54

.20 

.20

1.81 

2.04 

.38 

1.02 

6.02

10.8 

. 0 

. 4 

. 8 

. 3

41.72 

1.35 

10.8 

.05 

2.17

83

FEB.

.38

.22

.13 

.15 

.22 

,77 

.38

.25 

.22

.25

.22

. 17 

.17

.48 

.33 

.43 

.38 

.65

.67 

.38 

.25

9.08 

.324 

.77 

.13 

.521

18

MAR.

.22

.15

.15 

.15 

.43 

.43 

.60

.38 

.29

.22

.17

.67 

17.6

2.00 

.99 

.60 

.48 

2.76

1.18 

.67 

.43 

.74 

.60

34.18 

1.10 

17.6 

.15 

1.77

68

APR.

.33 

.25

.33

.25

.19 

.38 

.29 

1.00

.48 

.33

.22

,17

.11 

. 11

.09 

.15 

.17 

.11 

.08

.07 

.08 

.09 

.07 

2.97

10.62 

.354 

2.97 

.07 

.569

21

MAY

.67

.22

.15 

.11 

.09 

.08 

.06

.04 

.02

.01

.01

0 

0

0 

0 

0 

0 

0

0 

0 

0 

.01 

.01

10.13 

.327 

7.89 

0 

.526

20

JUNE

.01

.01

.01 

6.45 

.44 

.60 

.25

.07 

.05

.01

.01 

.01 

.01 

.01

0 

0 

0 

0 

0

0 

0 

0 

0 

0

8.16 

.272 

6.45 

0 

.437

16

JULY

0 

0 

0

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0 

0 

0

AUG.

0 

0 

0 

.12

.01 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0.34

.oil

.21 

0 

.018 

.02 

.7

SEPT.

0 

0 

0 

0 

0

0 

0 

.05 

0 

0

0 

0 

0 

1.70 

.04

.01 

0 

0 

0 

0

0 

0 

0 

3.0 

.04

0 

0 

0 

0 

.04

4.88 

.163 

3.0 

0 

.262 

.29 

9.7

CAL YR 1961: TOTAL 173.99 MEAH .477 MAX 24,300 MIN 0 CFSM .767 IN 10.41 AC-FT 345 

WAT YR 1962: TOTAL 135.33 MEAH .371 MAX 17,600 MIN 0 CFSM .596 IN 8.08 AC-FT 268

DISCHAROE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

SO

31

TOTAL

MEAH 

MAX

MIN 

CFSh

IN.

AC-FT

OCT.

.20

.09

.01

0

0

.01

0

0

0

0

0

0

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0.32

.010 

.20

0 

.016

.02

.6

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

0

0

DEC.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.19

.08

.01

0

0

0

0

0

0

.34

.04 

.01

0.67

.022 

.34

0

.04

1.3

JAN.

.01

.01

0

0

.08

.07

.03

.01

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.22

.007 

.08

0

.01

.4

FEB.

0

0

0

0

0

0

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

------

0.01

.0004 

.01

0

.0006

.02

MAR.

0

0

0

.80

.38

.13

.04

.02

.23

.08

.47

.15

.06

.03

.01

2.48

.25

1.60

.43

.17

.11

.08

.05

.01

.01

.01

.01

0

0

6.15

4.50

18.26

.589

0

1.09

36

APR.

.71

.29

.22

.13

.08

.05

.03

.01

.01

.01

.01

.01

0

0

0

0

0

0

.01

0

0

0

0

0

0

0

.19

.13

.14

.03

2.06

.069

0

.12

4.1

MAY

0

0

0

.01

.30

.02

0

0

0

0

0

0

0

0

0

.25

.16

0

0

.01

0

0

0

0

9.44

9.05

3.73

.58

.29

.15

.08

24.07

.776

0

1.44

48

JUNE

.05

.03

.01

.01

.01

0

0

0

0

0

0

0

0

0

.20

.02

0

0

1.76

.11

.01

0

0

0

0

0

0

0

0

0

2.21

.074

0

.13

4.4

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.01

0

0

0

0

0

0

0

0

0

0

.07

0

0

0.08

AUG.

0

0

0

0

0

0

0

0

0

0

0

.23

.03

0

0

0

0

0

.02

0

0

0

0

0

0

0

0

0

0

0

0

0.28

.003 .009

0 0

.005 .02

. 2J .6

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

0

CAL YR 1962: TOTAL 120.10 MEAN .329 MAX 17.6 MIN 0 CFSM .529 IN 7.17 AC-FT 238 

WAT YR 1963: TOTAL 4S.18 MEAN .132 MAX 9.44 MIN 0 CFSM .212 IN 2.83 AC-FT 96
MERAMEC RIVER BASIN

7-0115. Green Acre Branch near Holla, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1063 TO SEPTEMBER 1964

DAY

1

2

Z

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29 

30

31

TOTAL 

MEAN 

MAX

MIN

CFSM

IN.

AC -FT

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.06

.09

0

0

0

0

0

0

0

0

0

0

0

0

0

0.15 

.005 

.09

0

.0081

.009

.3

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.98

.02

0

0

0

0

0

0

0

1.00

.033

0

.053

.06

2.0

DEC.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0 

0

0

0

0

0

JAN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

0

0

0

0

0

0

0

.10

0

.0048

.006

.2

FEB.

0

0

0

0

.01

.02

0

0

0

0

0

.25

.14

.01

.02

.06

.12

.15

.09

.02

.01

0

0

0

0

0

0

0

0

.25

0

.050

.05

1.8

MAR.

0

0

0

.08

.11

.02

.01

2.46

9.57

2.00

1.79

, Q 0

.48

. 29

.19

.13

.08

.06

.84

.74

.33

.22

. 17

. 13

.13

.07

.07

.05

.04

.03

.0-

9.57

0

1.09

1.26

42

APR.

.02

.02

.01

2.46

22.5

1.32

.48

. 2

. 2

.1

.0

.1

.0

.0

.0

.0

.0

.3

.1

.0

.2

.0

.12

.53

.21

.25

.13

.07

.05

22.5

.01

1.63

1.83

60

MAY

.04

.03

.01

.01

0

0

0

0

0

0

.04

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2.03

2.30

.08

.01

.01

2.3n

0

.237

.27

9.1

JUNE | JULY

0

0

0

0

.40

.10

.02

.01

0

0

2.86

2.12

17.0

.90

.43

.22

.15

.09

.03

.01

.01

.01

0

0

0

0

0

0

0

0

24.36 

17.0

0

1.31

1.46

48

0

0

0

0

0

0

0

0

0

0

0

. 01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

U.nl

.n

0

.00048

.0006

.H2

CAL YR 1963: TOTAL 48.34 MEAN .132 MAX 9.44 MIN 0 CFSM .213 IN 2-88

WAT YR 1964: TOTAL 82.54 MEAN .226 MAX 22.5 MIN 0 CFSM .365 IK 4, "5

DISCHARGE, IS CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1Q64 TO SEPTEMBER 1°65

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN 

MAX

MIN

CPSM

IN.

AC -FT

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.01

.01

0

.08

0

0

0

0

0

0

0

.02

.05

0

0

0.17

.006 

.08

0

.0097

.01

.3

DEC.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

JAN.

c

.31

0

0

0

0

0

.31

.09

.01

0

0

0

0

.01

.01

.01

.01

0

0

0

.05

.03

.01

.01

0

0

0

0

0

0

0.86

.31

0

.045

.05

1.7

FEB.

0

0

0

0

0

0

0

0

1.40

.33

.19

.06

.03

.01

.01

.01

0

0

0

0

0

0

0

0

.01

.05

.20

.06

 

2.36

.064 

1 40

0

.135

.14

4.7

MAR.

.10

.19

.07

.08

.11

.13

.15

.74

.60

22

.17

.13

.08

.06

.04

.03

.08

,01

0

0

.01

.01

.01

.01

0

.06

.08

.06

.02

.01

.01

3.27

.74

0

.169

.20

6.5

APR.

.01

0

97

.33

4.07

1.80

.48

.29

.19

.17

.09

.04

.03

1.14

1.89

.38

.25

22

.15

.09

.06

.05

.03

.02

.05

.03

.02

.01

.01

.01

12.88

4.07

0

.692

.77

26

MAY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.08

.14

0

0

0

0

0

0.22

.14

0

.011

.01

.4

JUNE 1 JUIY [^ AUG.

0 ] C

0 | C

- 84

36

Oc

.14

,05

.01

0

11.8

.43

. 20

.05

0

0

0

0

0

0

0

0

0

.01

0

0

0

0

0

0

0

20.94

11.8

0

1.13

1.26

42

^1

0

^

o

0

«

. 01

0

0

0

0

0

0

0

0

0

3.04

."4

0

0

0

0

0

0

0

0

0

0

3.88

? 0«

[

.202

.23

7.7

0

SEPT .

!4

0 0

0

0

n

0

r

7.8f

74

.17

Iftl . 07

C | .04

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

3.37

.02

0

0

0

0

c

1.68

 i.23

3,37

0

.273

.31

10

.01

-01

0

0

3.70

8-36

3 14

^2

22

11

-08

.' (.

1.79

5.74

74

.33

.22

.19

.15

09

.07

.06

34 75 

1.16

R.36

0

1.87

2.08

69

CAL YR 1964: TOTAL 81.56 MEAN .223 MAX 22.5 MIN 0 CFSM .360 IN 4 89 AC-FT 162

WAT YR 1965: TOTAL 84.56 MEAN .232 MAX 11.8 MIN 0 CFSM .374 IN 5.06 AC-FT 168
MERAMEC RIVER BASIN

7-0130. Meramec River near Steelville, Mo.

Location. Lat 37°59'55", long 91°21 I 40", in NE^- sec.Cl, T.38 H. , R.4 W. , on downstream side of first 

pier from left end of St. Louis-San Francisco Railway Co. bridge, 400 ft upstream from highway 

bridge, 0.8 mile upstream from Whittenburg Creek, If miles north of Steelville, and at mile 146,45.

Drainage area. 781 sq mi.

Records available. October 1922 to September 1965. Prior to January 1923 monthly discharge only, 

published in WSF 1311. Gage-height records for 1916-33 at site 1 mile upstream in reports of 

U.S. Weather Bureau.

Gage.--Digital water-stage recorder. Datum of gage is 681.68 ft above mean sea level, datum of 1929. 

Prior to May 24, 1934, chain gage and May 24, 1934, to Oct. 10, 1942, graphic water-stage recorder, 

at site 400 ft downstream at same datum. Oct. 11, 1942, to Nov. 19, 1964, graphic water-stage 

recorder at present site and datum.

Average discharge. 43 years, 563 cfs (407,600 acre-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (6,500 cfs. revised), water years 1961-65

Date

Mar. 7, 1961 

May 9, 1961

Mar. 21, 1962

Time

0600 

2000

2030

Discharge

8,180 

*.16,200

* 14,600

Gage 

height

9.71 

14.64

13,76

Date

May 27, 1963 

Mar. 10, 1964

Apr. 6, 1964

Time

1030 

1300

1730

Discharge

* 11,200 

6,640

* 13,800

Oage 

height

11.82 

8,64

13.41

Date

Apr. 7, 1965

Time

1000

Discharge

* 11,000

Oage 

height

11.69

Annual minimum discharge, wate

Water year

1961

1962

1963

Date

Oct. 3, 1960

Aug. 23, 1962

Sept. 30, 1963

Discharge

110

129

96

Oage height

1.47

1.52

1.39

Water year

1964

1965

Date

Oct. 10-16, 1963

Aug. 17, 18, 1965

Discharge

96

89

Oage height

a 1.36

1.72

a Occurred Aug. 13, 1964.

1922-65: Maximum discharge, 47,800 cfs June 26, 1935; maximum gage height, 24.30 ft June 

1945, minimum discharge, 74 cfs July 22, 1934 (gage height, 0.35 ft, site then in use). 

Maximum stage known, 26.5 ft (present site) Aug. 20, 1915 (discharge, 60,000 cfs).

Remarks. Records good except those for period of no gage-height record, which are fair. 

Revisions (water years).--W3P 897: 1939. WSP 1007: Drainage area.

DISCHARGEt IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

3 

4 

5

6

7

8 

9

11 

12

15

16 

17

1<3

20

22

25 

26

28 

29 

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

113

119 

117 

119

113

137

129 

129

124 

124 

137 

143

.18

143

141 

141

250 

21B

188

.28

159

590 

422

200 

195

96 

75

.62

173

153 

149

133 

133

137 

137

.22

143

350 

326

290

.42

MAR.

3,780

632

584

530 

440

1.61

406

578 

500

490 

490

435

1.25

13,400

874 

748

909 

902

706

608

490

3.48

505

888

465 

3R6

304 

2BT

262

.BO

3G1

238

215 

218

301 

26 5

416

888

1.010 

860

63-i 

4C2

.7"

%

265

232

20C

191 

196

184 

184

180 

101

195 

195

186

173

303

.32

21 Z

205

188

312

'62

247

208

20(1

193

188

188 

253

378

238

242 

184 

.35

CAL YR I960: TUTAL 125,964 MAX 2,630 MIN IQo CFSM .44 IN 6.C
MERAMEC RIVER BASIN

7-0130. Mer-amec River near- Steelville, Mo.--Continued

OISCHARGEt IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2 

3

5

6

7

9 

10

11 

12

14 

15

17

19

21 

22

23 

24

28

MIN 

CFSM 

IN.

202

188 

162

177

159 

177

161 

157

153

151 

151

155

151 

.21

200 

212

315

270

241 

229

268

200 

.34

195

360

1,300

BOO 

584

398

191 

.59

280

2,620

470 

540

626

2.080

1.21

644

382

402

888 

860

832

888 

.70

510

480

11,000

,480

300

500 

400

1.75

1,020

880

1,220

465

505

460 

490

.99

3,020

485

280

250

244 

250

.79

301

232

215

226

198

.41

188

169

153

151

149 

149

.21

147

153

133

141

49 

41

131 

.19

143

161

151

287

155

200

235 

1°8 

180 

167

180 

313 

143 

.23

DISCHARGE, JN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

4

5

6

7

a

9 

10

12

14

17 

18

20 

21

24 

25

28

30 

31

MEAN 

MAX

MIN

IN.

177 

215

200

188 

182

173

165 

161

153

155

155

155

147 

147

159 

163

166

145 

147

141

145

151

141 

141

139

147

135 

135

137

198 

184

226

160

184 

173

153

147

139

168

145

33

133

138

304

818

350

32B

536

1,480

326

218 

208

173

1,530

490

422

265

290

5B5 

9,440

1,350

1,088

1.61

505

298 

284

253

198 

188

180

169 

165

310 

.40

.44

153

135 

133

126

133 

128

122

157 

141 

133

137

.18

.20

120 

115

124 

112

205

141 

139

131

128 

126 

124

149

.19

.22

122 

129

119 

117 

113

117

115

112 

110

106

103 

101 

101

101 

101

100 

100

98

112

98 

.14

.16 

6,680

A>FT 333,800
MERAMEC RIVER BASIN

7-0130. Meramec River near Steelville, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

,m______

*

a

20 

22

24 

25

26 

28

31

MEAN 

MAX 

MIN 

CFSM 

IN.

98 

98 

98

98

98 

98

98

96

115 

135

135

113 

113

113 

113

108

.It 

.16

113

112

112 

112

122

200 

180

.18 

.20

139

120

115 

120

115

120 

122

.18

127

133

131 

131

135

155 

137

.20

135

241

200 

215

232

163

135

1,130

614 

475

531

422 

390

284

268

530

418 

394

554

584 

584

678 

685

12,100

596

220 

212

198

240

460 

380

730

340

225

200

343 

290

220

139 

135

133

760

131

122

119

117 

115

113

117

120 

117

117

131 

113

117

106

103

106 

106

108

110 

110 

119

113

119 

98

112

105 

101

100

106 

113

110 

112

105 

106 

103 

101

113 

100

WAT YR 1964: TOTAL 103,310 MAX 12,100 MIN 96

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER H65

I

2 

3

4

5

6

7

i) 

10

2 

3

4

5

7

9 

0

1 

2

3 

4 

5

8

9

1

TO AL

MA 

MIN 

CFSM 

IN.

99

9=1

93

95 

93

93

93 

93

96 

99

108 

108

107

108 

93 

.12 

.14

106 

106

109

108

1C8

108

148 

136

123 

120

 

148 

106

 ??

142 

136

118 

116

100

109 

112

111

3.59!

.15

121 

L42

156

131

135 

137

118

.18

FEB

120 

121 

110

278

144

124

.21

128 

146 

174

255

184

134

139

.23

173

523 

480

2,790

290

1.46

189

171

158 

156

148

131

127

171

.21

B24 

3,000

680

356 

289

250 

218

152

132

149

.52

117 

121

121

140 

130

123 

117

189

120

113

107

301 

107 

.18

100 

98

94

95

99 

96 

94

92

91 

90

97 

92

304

140

146

304 

89 

.15

241 

279

1,860 

3,880

381

276 

253 

1,700

3,890

1,920 

1,230

612 

483

449

1,070

522

3.B90 

240 

1.30

Note.--Mo gage-height rd Oct. 17 to Nov. 17.
MERAMEC RIVER BASIN 

7-0145. Meramee River near Sullivan, Mo.

Sullivan, and at mile 113.2. 

Drainage area.--1,475 sq mi.

Record, available.-September 1921 to September 1933 October 1943 to September 1965. Monthly dis- 

 charge only for October 1943, published in WSP 1311.

and datum.

Average discharge. -34 years, 1,154 cfs (835,500 acre-ft per year). 

Extremes. -Maximums and minimums (discharge in cubic feet per second, gage height in feet).

f >. \ _ _ _, __-_!. j.!- !_ _~~~ ^K^T-a KBCO (8,500 cfs, revised), water years 1961-65

Date

Mar. 6, 1961 

May 9, 1961

May 2, 1962

Tim*

2330 

1430

0630

0300

Discharge

15,000 

* 33,200

* 21,500

8,560

Gage 

height

14.96 

22.43

17.91

11.26

Date

May 26, 1963

Mar. 10, 1964

Apr. 6, 1964

Time

0400

1400

1400

Discharge

* 14,700

15,000

* 17,600

Sage

height

14.91

14.99

16.17

Date

Apr. 7, 1965 

June 4, 1965

Time

0545 

0945

Discharge

9,200

Sage

height

11.86

1961 

1962 

1963

Jan. 27, 1961 

Aug. 22, 23, 1962 

Sept. 29, 30, 1963

202 

223 

200

nlmum dischar

1.66

1.82 

1.64

e. water ye

1964 

1965

ars 1961-65

Jan. 7, 1964 

Aug. 18, 1965

139 

170

1.37 

1.49

1921-33, 1943-65: Maximum discharge, 77,300 cfs June 9, 1945 (gage height, 32.0 ft); minimum, 

131 cfs Sept. 20, 22, 1956 (gage height, 1.27 ft).

Maximum stage known, 33.5 ft in August 1915, from information by local residents (discharge, 

90,000 cfs) .

Remarks. Records good. Water diverted from river above gage by mining company. Records of chemical 

analyses for the water years 1963-65 are published in reports of the Geological Sur-rey.

Revisions (water years).--WSP 1007: 1922, 1923(M), 1924-30, 1933, drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER I960 TO SEPTEMBER 1961

1

2 

3

4 

5

6

7

9

13

15 

16

17 

18 

19

23 

24

29 

30 

31

HE AN

HIN

IN.

229 

232

280

244

235

229

229 

235 

286

298 

289

283 

301

223

.20

319

313

328

688 

900 

665

481 

642

404

292

.33

380

1.100

2,890

875 

755 

688

481 

484

390 

380

343

.68

307

340 

337 

337

310

330

262

.25

825

1,050

850

307

.50

1,880

1,160

1,650

975

642

1.90

3,640

1,400

1,160

800

800

1.22

3,340

3,440

1.810

2,180

1,260

850

3.87

1,260 

2.380

1,100

2,100 

1,500 

1,240

975

755

555

.98

598

598 

535

825

875

665 

598 

710

2,180

2.B50 

2,340

2.830

515

.92

778 

710

481 

460 

488

470

418

386 

369 

465

383 

362

400 

404

386

340

334

c35

850 

710

428 

411 

394

383

380

515

446 

41 B 

397

383 

372

352 

471

7T8 

688

515

503 

925 

352

.38
MERAMEC RIVER BASIN

7-0145. Meramee River near Sullivan, Mo.--Continued

DISCHARGEt IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

4

5

6

8 

9

11

12

16

18 

19

23

28 

30

31

MEAN

MIN 

CFSM 

IN.

460

404 

383

366 

358

349

343

340

328

346

383

328 

.25

428

It 080

555 

515

460

575

495

428 

.38

432

555 

555

555

3,240

1,210

665

414 

.67

1,440 

1.180

800

1.810

1,746

1,740

555 

1.25

900 

925

,050

1,000

2,100

900 

.85

1,050 

1,350

1,080

950

5,620

2,340

925 

1.98

1,400

1,680

1.400

1.160

1,210

1,100 

1.07

.440

900

800

710

642

575

555 

1.05

925

688 

555

481

515

432

394 

.41

340

310 

295

280

268

271

271

262 

.21

310

247 

241

238

235

223

292

379

223 

.18

362

766 

825

710

464 

411

325

432

298

.29

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

4 

5

6

7

9

11

13

14 

15

18 

19

21 

22

25

28 

29 

30 

31

TOTAL

MEAN 

MAX

IN.

1,110

700

522 

488

376

351

334

330

327

309

312 

334 

344 

354

425 

1.110

.33

358

327 

324

312

300

327

340

324

318 

315

325 

358

.25

315

315 

315

306

312

452

382

680 

905

381 

905

.30

700

505 

48S

435

351

320

310

310 

310

411

.32

320

340

330

297

294

288

312

.22

300

1,790

830 

780

3.370

955

640 

3.380

1.228

.96

3,190

1,410 

1.230

855 

780

720

580

488 

470

386

2,000

1.039

.79

1.440

880 

780

620 

560

522 

488 

463

2.000 

1,510

2,680 

2,000

2.145

1.68

855

660 

620

720 

580 

522

560 

505

330

662

.50

306 

340

315

300

215 

276 

212

235

303

330 

315

3CO

.23

255 

238

222 

255

255 

246 

282

365 

348

264

249 

243

299

.20 

.23

238 

255

243 

235

246 

264 

246

246

232 

225

218

205

2PC

231

.16 

.17
MERAMEC RIVER BASIN

7-0145. Meramec River near Sullivan, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

2 

3

4

6

7 

8

9 

11

13 

15

17 

18

21

24 

25

26

28 

29 

30

31

MIN

IN.

198 

198 

198

198

198

200 

202

215

252

230 

228

228

228

230 

"7^97

198

.17

13,480

235 

232 

238

255

258 

258

258

270

805 

660

522

348

*334 

232

'-"

294 

285 

276

273 

285

264 

252

238

230

243 

249

249

235 

228

242 

246 

246

235

228 

228

243

255

273 

285

264

258 

202

258 

252 

249

246 

276

488 

580

505

540

396

321

300 

294 

297

324

2,280 

1,860

1,230

1.320

1,000

780

660

600 

580

5,93C 

16,000

2.000

1.260 

1,170

98C

1,060

1.230

1,480

IN 198

1,000 

905

720

58C

505 

488

446

393 

382

376

1.72G

880

620

560

505 

505

410

2,130 

1,410

830

560 

522

386

327

154 

365

300

267

288 

279

258

239 

238

235

232

25B 

?30

 L._

240

225

212

188

178 

IBS

188

180 

185

?on

205

202 

175

195

190

178 

175

165

178 

175

1S5

20C

2" 2

200 

'1C

22C 

21'

210 

212 

212

165

Of.O

50<3

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1065

1

2

3

5 

6

7 

8 

9

11

14 

15

18 

20

21 

22 

23

28

30 

31

MEAN 

MAX 

MIN

IN.

211 

206 

201

192 

192

192 

192

194

201

201 

204

208

241

228 

226

192

223

226 

226

231

234

296

288 

278

288

292

218

294

279 

272

265

264

229

235 

235

254

253 

253

229

342

347 

332

311

293

287 

289

303

291 

272

272

262

256 

257

262

338

330 

317

292

 

256

391

551

502

372 

353

317

340 

342

3D 8

329

7,480

6,400

1,550 

1,310

1,150

603

516

329

451

365 

353

290 

282

276

261

396

384 

348

261

311

1,400 

1,250

1,040

385 

360

340

267

434

267

311

274 

257

811 

390

237 

245

248

213

204 

201

811 

201

19?

181

194 

364

231

196

289 

252

213

292

236 

292

369 

172

411

580

2, 7BO

2,380 

1,180 

915

729 

5!ft

3,310

990 

805

721

3,120

950

705

1,385 

3,420 

411

82,420

AC-FT 440,600
26 MERAMEG RIVER BASIN

7-0150. Bourbeuse River near St. James, Mo

Location. Lat 38°02'00", long 91°38'45", in NWj sec.12, T.38 N. , R, n W. , on left bank 735 ft 

 upstream from bridge on State Highway 68, 3 miles northwest of St. James, and at mile 138.8.

Drainage area. 21.3 sq mi.

Records available.--November 1947 to September 1965.

Gage.--Digital water-stage recorder. Datum of gage is 899.46 ft above mean sea level, datun of 1929. 

Prior to July 3, 1963, graphic water-stage recorder at same site and datum.

Average discharge.--17 years (1948-65), 15.9 cfs (11,510 acre-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (1,500 cfs), water years 1961-65 _

Date

Mar. 7, 1961

May 6, 1961

May S, 1961

Mar. 20, 1962

Time

2200

0800

1900

1745

Discharge

1,580

* 4,280

2,380

* 1,SZO

Gage

height

7.21

6.95

7.80

7.42

Date

May 25, 1963

Apr. 5, 1964

June 13, 1964

Time

1430

0700

0745

Discharge

- 938

3,690

* 6,240

Gage 

height

6.52

8.59

10.05

Date

Sept. 4, 1965

Sept. 14, 1965

Time

2100

0130

Discharge

* 3,360

2,160

Gage 

height

a 8.7

7.63

a From floodmark.

1947-65: Maximum discharge, 8,250 cfs Oct. 11, 1949 (gage height, 11.08 ft); no flow at times 

in 1953-57, 1959-65.

Maximum stage known, 14.0 ft June 8, 1945. Flood of June 8, 1947, reached a stage of 12.04 ft, 

from floodmark and information by local resident.

Remarks. Records fair.

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

3

4

5

6

8

10

11

12 

13 

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MEAN

MIN 

IN.

AC-FT

0

0

0

0

0

0

0

0 

0

0 

0 

0

0

0

0

0

.10

.10

0

0

0

0

0

0

0

0

.10

.10

.10

.016

0

1.0

.10

.10

.10

.10

.10

.10

.10

.10 

.10

.10 

.10 

.10

.10

3.2

.80

.60

.60

.50

.40

.50

.60

.40

.20

.20

.10

.10

.10

.10

 

.33

.10

20

.10

.10

.10

.10

8.2

5

.7

.5 

16

.0 

.7

.7

.9

.2

.6

.3

.0

.8

.8

.6

.2

.6

.0

.6

.4

.4

,2

.2

10.4

.10

638

1.1

1.1

1.0

.80

.80

.70

.60

.60

.60 

.60

.60

.60

.60

.60

.60

.50

.50

.40

.30

.30

.30

.20

.20

.20

.20

.20

.30

.55

.20

.50

.50

.50

.40

.30

.30

.30

.60

29 

15

11

8.2

6.6

35

15

11

8.7

8.2

7.7

6.6

5.6

5.2

4.4

4.4

 

 

 

7.84

.30

4.8

4.4

4.0

5.8

23

271

149

18

13

9.3

7.7

6.6

5.6

8.2

8.7

24

34

20

15

12

9.3

18

15

9.3

7.7

6.6

13

32.1

4.0

11

8.7

11

8.7

7.2

6.1

8.4

96

55 

24

17

11

9.

7 1

6.

5.

4.

4.

f^ f

3.

3 "

3.

2.

2.

2.

4.

_____

28.

2.4

6.1

4.8

4.0

3.7

492

758

822

35

8.7 

7.2

5.6

5.2

107

37

14

11

8.2

54

45

16

11

7.7

6.1

5.2

4.0

3.3

2.7

97.1

2.7

2.1

2.9

108

13

7.7

8.6

123

15

6.1 

14

65

17

<S.3

6.6

5.2

4.0

3.3

2.4

1.8

1.2

.80

.60

.60

.50

.30

.40

 

17.4

.30

.70

20

5.4

2.1

.80

1.2

3.7

.80

7.? 

11

4.0

2.7

1.5

27

12

86

50

86

77

19

n

7.7

6.1

4.4 3.'3

2.4

1.8

14.9

.to

1.5

1.0

.80

.60

.60

.30

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.20

.20

.10

.10

.10

.10

.10

.10

.20

.26

.10

.20

.20

.20

.20

.20

.20

.20

.20

.10 

2.3 

5.2

.60

.20

.20

.10

.10

.10

.10

.10

.10

.10

.20

.20

.20

.20

.20

.20

 

.42

.10

IN 11.24 AC-FT 12,760
MERAMEC RIVER BASIN

7-0150. Bourbeuse River near St. James, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3

4

5

6

7

8

9

10

11

12

14

15

16

IT

JQ

20

21

22

23

24

25

26

27

28

20

MEAN 

MAX

MIN

.20

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

0

0

0

.10

.10

.10

.10

.10

.17 

2.1

0

.50

4.1

15

4.4

2.7

2.1

1.8

1.5

1.2

1.0

1.0

1.0

4.4

6.2

IB

6.6

4.8

4.0

3.7

11

13

8.7

6.6

6.1

5.2

4.8

4.4

18

.50

3.7

3.3

3.3

4.0

5.2

4.8

4.0

3.7

4.4

4.8

6.1

8.7

6.6

6.6

69

53

35

16

12

9.9

8.7

7.2

6.1

t>.6

9.9

7.7

5.6

69

3.3

.0

. 7

.7

.3

5

3

I

1

.6

.3

.3

.3

14

3

I

I

.6

.8

.8

2:

' .3

3

361

3.3

13

13

13

13

11

7.2

5.6

6.1

29

20

14

12

8.2

0.3

12

9.9

8.7

7.2

13

16

14

18

16

20

13

9.9

 

29

5.6

8.2

7.2

7.7

8.2

7.7

6.1

5.6

7.7

11

11

15

12

7.7

6.1

5.6

4.8

33

630

148

41

20

15

141

80

28

18

14

630

4.8

9.3

7.7

6.6

6.1

7.2

7.2

6.6

7.2

8.7

11

35

20

11

8.2

6.6

6.1

5.2

4.4

3.7

4.0

5.2

4.4

4.0

4.0

3.7

3.7

3.3

64

3.3

581

UN 0

27

4

2

i:

.3

.2

.1

.2

.8

.0

.3

.7

1.2

1.0

.70

.60

.30

.30

.30

.20

.20

.30

.30

.30

.30

.30

.50

275

.20

805

CFSH .

JUNE

.20

.20

. 0

I.

. 0

. 0

I.

7.:

6.

6.

2 .

1.

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

.10

0

0

0

30.30

7.3

0

60

51 IN

JULY

0

.10

.10

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.40

.10

0

.8

6.89 t

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

C-FT 7,

SEPT.

0

C

0

C

0

0

0

0

0

0

0

0

16

3.5

.40

.10

0

0

0

0

0

IS

2.7

.60

.20

.10

.10

39.00

1.30 

16

0

77

20

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

!

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

CFSM 

IN.

.80

1.8

.60

.30

.30

.40

.40

.30

.20

.20

.20

.10

.20

.30

.30

.30

.20

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.30

.30

.30

9.10

.29

1.8

.10

.01 

.02

.30

.20

.20

.30

.30

.30

.20

.20

.20

.20

.20

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

_____

.16

.30

. 10

.007 

.008

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

. 10

.10

.10

0

0

0

.10

.10

.20

2.4

.80

.60

.40

.30

.30

.20

.20

3.9

3. 3

2.1

.53

3.9

0

.02

1.5

1.2

1.0

.80

1.2

3.7

3.0

2.4

2.1

1.8

1.5

.30

.50

.40

.30

.30

.30

.30

.30

.20

.20

.20

.20

.20

.20

.10

.10

.10

.10

.10

.10

.81

3.7

.10

.04

.10

.1C

.10

.10

.30

.70

1.1

.60

.50

.50

.40

.30

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

 

 

 

.29

l.l

.10

.01

.20

.20

.20

88

50

20

10

8.2

15

12

21

15

9.4

7.6

6.0

62

20

78

33

16

11

8.2

7.0

6.0

5.0

4.5

3.7

3.3

2.9

66

151

23.9

151

.20

1.12

APR.

4

2

1

1

.8

.6

.5

.5

.0

.1

.7

.9

.6

.3

.0

.8

.8

.8

.8

.6

.2

.1

.80

.70

.70

.70

4.5

12

IB

21

 

7.08

45

.70

.33

10

6.0

4.5

4.1

23

15

8.8

6.5

4.5

3.7

2.9

2.6

2.3

2.3

2.0

2.0

7.0

2.9

2.6

3.7

2.6

2.0

1.4

1.4

208

326

147

38

19

12

8.8

882.6 

28.5

326

1.4

1.34

6.5

5.0

4.1

2.9

2.3

1.8

1.2

1.0

.70

.60

1.1

.60

.50

.50

3.8

5.4

1.8

.80

8.9

12

2.9

1.4

1.0

.60

.50

.30

.30

.20

.20

.20

 

2^30

12

.20

.11

2.3

1.6

.50

.20

.20

.20

.20

.20

.10

.10

.10

.10

.10

.20

.20

.20

.20

.20

.20

.20

.10

.10

.20

.20

.20

.20

.10

.20

.40

.30

.30

.31

2.3

.10

.01

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. G

. 0

. 0

. 0

. 0

. 0

. C

. 0

4. <J 

. 4

. 0

. 0

.006 

8.3

.10

.10

.10

.10

.20

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

0

0

0

0

0

C

0

C

0

C

C

C

2.10 

.070

.20

0

.003 

4.2

AC-FT 6,850
MERAMEC RIVER BASIN

7-0150. Bourbeuse River near St. James, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

 I

4

5

7

9

12

14

15

16

18

19

20

22

23

24

26

28

29

30

31

TOTAL

MAX 

MIN

IN. 

AC-FT

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1.1

.40

.20

.10

. 0

. 0

. 0

. 0

. 0

0

0

0

2.50

1.1 

0

.004

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2.6

4.5

1.6

1.1

.80

.60

.60

.50

13.50

4.5 

0

.50

.50

.40

.40

.40

.40

.30

.40

.30

.30

.30

.30

.30

.20

.20

.20

.20

.20

.20

.20

.30

.40

.40

.80

.40

.30

.20

.20

.20

10.40

.80 

.20

.20

.20

.30

.20

.20

.20

.20

.20

.30

.20

.30

.30

.20

.30

.30

.30

.30

.30

.30

.30

.30

.30

.70

.60

.50

.50

.40

.50

.80

10.70

.80 

.20

.30

.30

.20

.20

.20

.80

1.2

.70

.50

.50

4.6

16

8.2

6.6

5.7

8.7

1

1

1

.9

.2

.4

.5

.B

.3

.2

.9

.. 

 

129.80

17 

.20

1.9

2.0

1.9

2.7

6.6

5.0

5.5

139

394

113

74

35

22

14

10

B.I

6.2

14

54

2B

17

12

9.5

22

13

11

7.7

6.1

6.1

1,198.3

1.9

5.1

4.5

4.1

93

774

98

34

19

13

.8

.7

.9

.0

.2

.7

.2

1

17

10

28

20

23

18

11

37

18

13

8.6

 

1,327.8

3.2

6.6

5.3

4.2

3.4

2.8

2.3

2.2

1.9

1.5

2.0

1.5

1.0

.80

.70

.60

.60

.50

.60

21

5.8

1.6

.90

1.6

.70

10

244

29

12

7.1

374.40

.50

4.9

3.8

2.9

2.4

12

11

5.5

4.1

2.8

4.8

54

892

79

29

15

11

8.1

5.2

3.9

3.3

3.0

1.8

1.5

.80

.70

.60

.50

.60

_____

1,167.30

.50

1.2

.50

.40

.30

.30

.20

.20

.20

.20

.10

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

0

5.70

1.2

0

11

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

0

0

0

0

.10

.10

.10

.10

0.50

.10 

0

.0008 

1.0

.10

0

0

0

0

0

0

0

0

0

0

0

0

.10

.10

.10

0

0

.10

.10

0

0

______

0.60 

.020

.10 

0 

.0009 

.001 

1.2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

TOTAL

MEAN 

MAX

MIN

IN.

CAL Y

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

0

0

0

0.10

.003 

.10

o

.0001

* 1964: T

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

.30

.30

.30

.30

.20

.20

.20

.20

.20

.20

.20

.30

.20

.20

.11 

.30

0

3TAL 4,22

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.30

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.30

.30

.30

.30

.30

.30

.30

.30

.30

.24

.30

.20

5.90

.70

1.5

.70

.80

1.6

1.5

1.4

2.5

8.1

3.5

2.6

2.2

1.9

1.8

2.2

2.2

1.8

1.8

1.7

1.8

1.7

3.0

4.7

5.5

5.0

4.7

3.7

3.5

2.9

2.6

8.1

.70

MEAN 11.5

2.1

1.7

1.5

1.6

1.7

2.1

2.2

2.3

17

18

9.9

6.4

4.5

3.7

3.2

2.6

2.3

2.1

1.8

1.6

1.7

1.4

1.4

1.7

1.3

1.3

2.2

3.0

 _ - 

 

18

1.3

MAX

2.9

6.7

5.5

5.6

6.2

6.2

6.7

19

30

20

13

11

8.0

.5

.2

.5

.5

.9

.8

.6

.3 ;.i

.9

.6

.6

.5

.4

.9

,5

.7

30

2.5

J92

3.1

2.8

35

28

105

13B

35

23

1

1

.1

.2

.4

22

155

35

23

18

13

7.2

5.5

4.5

3.7

3.3

4.1

3.1

2.5

2.1

1.9

1.7

155

1.7

 UN 0

1.4

1.1

.90

.80

.80

.70

.70

.60

1.0

.80

.60

.60

.50

.50

.40

.40

.30

.40

.50

.40

.30

.30

.30

.30

.40

2.4

2.5

.70

.40

.40

2.5

.30 

.04

CFSM

JUNE

.30

13

101

50

11

30

23

7.8

4.7

3.5

2.7

2.5

1.7

1.4

1.1

.70

.60

.50

.40

.30

.30

9.1

9.9

9.1

7.1

1.0

.40

.20

.20

.20

101

.20 

.51

54 IN

JULY

.20

.10

.10

.10

.10

.10

.10

.10

31

2.6

.80

.50

.30

.30

.70

.?0

.11

.10

.20

23

3.2

1.0

.61

.41

.31

.31

.31

.31

.21

.10

31

.10 

.12

7.38

AUG.

.10

.10

.10

.10

.10

.20

45

3.2

1.1

.60

.40

.30

.30

.30

.30

.30

.30

.30

.BO

.70

.40

.40

.30

82

16

3.7

2.1

1.7

.BO

.70

82

.10 

.34

1C-FT 8,3

SEPT.

26

7.0

3.9

700

130

70

30

11

6.4

4.3

3.6

3.2

3.0

207

82

57

19

11

7.9

5.9

26

209

47

20

12

8.9

6.2

5.0

3.9

3.6

700

3.0 

2.71 

3.02

90
MERAMEC RIVER BASIN

7-0155. Lanes Fork near Holla, Mo.

Location. --Lat 37°59 1 33", long 91°43'36", In NE-fNEt sec.30, T.38 N. , R.7 W. , on left bank 100 ft 

upstream from farm road bridge, 300 ft west of County Highway V, 1 mile north of U.S. Highway 66, 

and 4j miles northeast of Rolla.

Drainage area. 0.225 sq mi.

Records available.--March 1952 to September 1965.

Gage. Water-stage recorder and V-notch sharp-crested weir. Altitude of gage is 1,170 ft (from topographic map) .

Average discharge.--13 years, 0.163 cfs (118 acre-ft per year).

Extremes. --Maximums and minitnums (discharge in cubic feet per second, gage height in feet).

Annual maximum dischartce (*) and peak discharKes above base (30 cfs), water years 1961-65

Date

Mar. 6 1961

May 6 1961

May 8 1961

May 8 1961

June 14 1961

Time

0200

0100

0430

1745

1900

Discharge

36.4

» 86

37.7

36.4

41. B

Gage

height

3.89

4.57

3.92

3.89

4.01

Date

July 20, 1961

Mar. 20, 1962

May 25, 1963

Time

0220

1615

1300

Discharge

58

* 30.5

* 37. 2

Gage 

height

4.30

3.75

3.91

Date

Apr. 5, 1964

June 13, 1964

June 2, 1965

Sept. 4, 1985

Sept. 14, 1985

Time

0545

0615

2200

1930

0030

Discharge

59

+ 110

43.2

* 111

60

Gage 

height

4.31

4.77

4.04

4.78

4.32

No flow for many days in each year.

1952-65: Maximum discharge, 136 cfs Apr. 23, 1953, June 9, 1954 (gage height, 4.94 ft); no 

flow for many days in each year.

Remarks.--Records fair.

Revisions (water years). WSP 1441: 1953-54(M).

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL 

MEAN

MAX

MIN 

CFSM

IN.

AC -FT

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.01

0

0

0

0

0

0

0

0

0

0

.03

.03

0.07 

.002

.03

0

.01

.14

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.13

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.13 

.004

.13

0 

.018

.02

.26

DEC.

0

0

0

0

1.13

1.10

.04

.01

0

.20

2.93

.09

.02

.01

.02

0

0

0

0

0

0

0

0

0

.01

.01

0

0

0

0

0

5.57 

.180

2.93

0 

.800

.92

11

JAN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0 

0

0

0

FEB.

0

0

0

0

0

0

0

0

0

0

.72

.67

.13

.05

.02

.02

.01

.89

.06

.04

.02

.05

.04

.02

.01

.01

0

.05

 

.100

.89

0 

.444

.46

5.6

MAR.

.06

.02

.01

.16

.38

4.60

3.41

1.16

.14

.08

.05

.08

.07

.04

.02

.01

.01

.06

.04

.52

.26

.15

.09

.05

.03

.03

.03

.01

.01

.01

.23

.381

4.60

.01

1.95

23

APR.

.07

.06

.11

.04

.02

.01

0

.53

4.21

.77

.21

3.37

.28

.12

.09

.06

.04

.02

.02

.01

.01

.02

.01

.01

0

0

0

0

0

.07

.339

4.21

0

1.68

20

MAY

.07

.02

.01

.04

7.72

7.13

4.09

13.1

.78

.17

.08

.05

.03

.01

0

0

2.08

.18

.07

.04

.02

1.55

.23

.07

.02

.01

0

0

0

0

0

1.24

13.1

0

6.36

76

JUNE

0

.07

1.40

.03

.01

1.42

.19

1.09

.38

.06

.01

.01

.10

3.31

2.72

.14

.04

.01

0

0

0

0

0

0

0

0

0

0

0

0

.366

3.31

0

1.82

22

JULY

0

0

0

0

0

0

.27

.01

0

0

0

0

0

0

0

0

0

. 8

. 2

5. 7

1. 0

2. 3

. 2

. 8

.02

.01

0

0

0

0 

0

.355

5.67

0

1.82

22

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.04

0

0

0

0

0

0

0

0 

0

0.04 

.001

.04

0

.007

.08

SEPT.

0

0

0

.01

0

0

0

0

0

0

0

0

.52

.03

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.56 

.019

.52

0

.084 

.09

1.1

CAL YR I960: TOTAL 4Z.15 MEAN .115 MAX 6.45 MIN 0 CFSM .511 IN 6. 96 AC-FT 84

WAT YR 1961: TOTAL 91.63 MEAN .251 MAX 13.1 MIN 0 CFSM 1.12 IN 15.14 AC-FT 182
30 MERAMEC RIVER BASIN

7-0155. Lanes Pork near Rolla, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1O62

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30

31

TOTAL

MEAN 

MAX

MIK

IN. 

AC -FT

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0 

0

NOV.

0

.39

.07

0

0

0

0

0

0

0

0

0

.07

.01

.08

.17

.01

0

0

0

.02

.35

.09

.02

0

0

0

0

0

0

1.28

.39

0

.191 

.21

DEC.

0

0

0

.05

.04

.01

0

0

.02

.08

.11

.12

.03

.01

.02

2.24

.87

.28

.61

.07

.06

.05

.04

.04

.04

.10

.21

.08

.03

0

0

5. 30

2.24

0

.88

CAL YR 1961: TOTAL 92.44 MEAI

JAN.

0

.02

.02

.03

2.02

.30

.10

.03

.01

0

0

0

0

3.0

.60

.20

.10

.03

0

0

.30

.40

.10

.20

3.0

4.0

.40

.15

.06

.04

.02

15.13

4.0

0

2.50

f .253

FEB.

.01

.05

.13

.11

.05

.05

.04

.05

.78

.18

.11

.07

.06

.03

.11

.11

.07

.08

.04

.04

.33

.13

.22

.17

.18

.28

.10

.05

3.63

.78

.01

.60

MAX 13

MAR.

.05

.05

.10

.11

.11

.11

.09

.20

.14

.28

.21

.08

.05

.04

.02

.02

.02

.02

1.05

12

.94

.21

.12

.08

3.14

.46

.14

.09 

.07

.07

.05

20.11

12

.02

3.22

1 MIN

APR.

.04

.03

.02

.02

.07

.04

.02

.06

.06

.60

.45

.11

.06

.05

.03

.02

.01

.01

0

0

0

.01

.03

.02

.01

0

0

.01

.02

2.36

4.16

2.36

0

.69

MAY

6.00

.20

.10

.05

.03

.02

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

6.41 

.207

6.00

0

1.06

0 CFSM 1.12

JUNE

0

0

0

0

0

0

.19

.04

.42

.05

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

.023

.42

0

. 102

.12

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0 

0

0

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0 

0

0

0 

0

0 

0

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

2.14

.02

0

0

0

0

0

0

0

0

.87

.02

0

0

0 

0

.04

3.00 

.103

2.14

0 

.458

.51

6.1

IN 15.28 AC-FT 183

WAT YR 1062: TOTAL 50.81 MEAN .163 MAX 12.0 MIN 0 CFSM .729 IN 9.89 AC-FT 119

DISCHARGE, IN CUBIC FEET EER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

MIN 

CFSM

IN

AC-FT

OCT.

.30

.10

.01

0

0

.07

.04

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.53

.017

.30

0

.076 

.09

1.1

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

DEC.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.39

.20

.05

.02

0

0

0

0

0

.68

.05

.03

1.42

.046

.68

0

.204

.23

2.8

JAN.

.02

.02

.01

.01

.25

.13

.05

.05

.02

.01

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.58

.010

.25

0

.084 

.10

1.2

FEB.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

-----

0

0

0

0

0 

0

0

MAR.

0

0

0

2.98

.44

.10

.05

.04

.34

.07

.54

. 08

.03

.02

.01

1.24

.10

1.19

.19

.07

.02

.01

.01

0

0

0

0

0

0

3.28

2.55

13.36

.431

3.28

0

1.02

2.21

26

APR.

.23

.00

.11

.05

.02

.01

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.18

.14

.36

.12

1.32

. 044

.36

0

.22

2.6

MAY

.05

.02

.01

.03

.27

.05

.02

.01

0

0

0

0

0

0

0

0

.03

0

.01

.01

0

0

0

0

5.0C

4.13

1.88

.15

. 05

.01

0

11.73

.378

5.00

0

1.04

23

JUNE

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.08

0

0

0

.27

.04

0

0

0

0

0

0

0

0

0

0

0.39

.013

.27

0

.06

.8

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.01

.07

0

0

0.08

.003

. 07

.01

.01

0.2

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.01

0

0

0

0

.01

0

0

0

0

0

0

0

0.02

.0007

.01

0

.003

.04

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

CAL YR 1962: TOTAL 54.55 MEAN .149 MAX 12 MIN 0 CFSM .671 IN o . 02 AC-PT 108

WAT YR 10 63: TOTAL 29.43 MRAN .081 MAX 5.0 MIN 0 CFSM .36" IN 4.86 AC-FT 58
MERAMEC RIVER BASIN

7-0155. Lanes Fork near Rolla, Mo.--Continued

DISCHARGE, IK CUBIC FEET PER SECOND, WATER YEAH OCTOBER 1963 TO SEPTEMBER 196

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL 

MEAN

MAX

MM

IN.

AC -FT

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.27

.02

0

0

0

0

0

0

0

0

0

0

0

0

0

0.29

.009 

.27

0

.05

.6

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.50

.05

0

0

0

0

0

0

0

0.55

.50

0

.09

1.1

DEC.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

JAN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.13

.02

0

0

0

0

0

0

0.15

.13

0

.03

.3

FEB.

.01

0

0

0

.03

.13

0

0

0

0

0

.30

.10

.04

.07

.15

.40

.10

.05

.01

0

0

0

0

0

0

0

0

0

1.39

.40

0

.23

2.8

MAR.

(j

0

0

.15

.15

.06

.04

2.10

4.10

2.80

1.40

.44

.20

.12

.07

.0

.0

.0

1.0

. 8

.2

.1

.0

.0

.9

.1

. 1

.0

.0

.0

.0

15.39

4.10

0

2.60

31

APR.

.02

.02

.03

4.09

9.42

.48

.17

.10

.07

.05

.04

.04

.04

.01

0

0

0

.11

.10

.05

.76

.12

.44

.19

.11

.49

.78

.12

.08

.05

17.98

9.42

0

3.04

36

MAY

.04

.02

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.12

1.37

.03 

0

0

1.59

1.37

0

.27

3.2

JUNE

0

0

0

0

.42

.06

0

0

0

0

.11

3.05

12.1

.75

.32

.18

.13

.09

.02

0

0

0

0

0

0

0

0

0

0 

0

17.23

12.1

0

2.91

34

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0 

0

0

0 

0

0

0

A-JG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0 

0

0

0

0

0

0

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0 

0

0

0

CAL YR 1963: TOTAL 28.32 MEAN .078 MAX 5.00 MHi 0 CPSM .355 IK 4.68 AC-PT 56

WAT YR 196*: TOTAL 54.57 MEAN .149 MAX 12.1 MHi 0 CPSM .677 IS 9.22 AC-FT 108

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

16

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL 

MEAN

MAX

MIN 

CFSM

IN. 

AC-FT

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

0

0

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.13

0

0

0

0

0

0

0

.06

.08

0

0

0.27

.009 

.13

0 

.041

.05 

.5

DEC.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

JAN.

.04

.34

.08

0

0

0

0

.32

.04

.01

0

0

0

0

.02

.01

.01

0

0

0

0

.11

.09

.07

.02

.01

0

0

0

0

0

1.17

.34

0 

.173

.20 

2.3

FEB.

0

0

0

0

0

0

0

0

1.15

.18

.07

.04

.02

.02

.01

0

0

0

0

0

0

0

0

0

0

.01

.07

.05

 

1.62

1.15

0

3.2

MAR.

.07

.28

.09

.07

.07

.09

.12

1.10

.76

.20

.12

.09

.06

.05

.04

.03

.12

.05

.04

.02

.01

.02

.02

.01

.01

.03

.08

.11

.07

.05

.02

3.90

1.10

.01

7.7

APR.

.01

.01

1.55

.19

3.50

1.24

.17

.09

.05

.04

.02

.01

0

1.67

2.74

.17

.08

.04

.02

0

0

0

0

0

0

0

0

0

0

0

11.60

3.50

0

23

MAY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.50

.40

.10

0

0

0

0

1.00

.50

0

2.0

JUNE

0

5.0

2.5

.28

.14

.09

.06

.04

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

8.11

5.0

0

16

JULY

0

0

0

0

0

0

0

0

.10

0

0

0

0

0

0

0

0

0

0

.87

0

0

0

0

0

0

0

0

0

0

0

0.97

.87

0

1.9

AUG.

0

0

0

0

0

0

.48

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1.67

.09

0

0

0

0

0

1.38

3.62

1.67

0

7.2

SEPT.

.31

.01

0

7.88

.48

.07

.02

.01

0

0

0

0

.44

4.12

1.64

.41

.06

.02

0

0

1.24

5.86

.26

.06

.02

.01

0

0

0

0

22.92

7.88

0

3.87 

45

CAL YR 1964: TOTAL 54.00 MEAN .148 MAX 12.1 MIK 0 CFSM .673 IN 9.13 AC-FT 107

WAT YR 1965: TOTAL 55.18 MEAN .151 MAX 7.88 MIN 0 CFSM .686 IN 9.32 AC-FT 109
MERAMEC RIVER BASIN

7-0160. Bourbeuse River near Spring Bluff, Mo.

Location. Lat 38°18'4Q", long 91°16'45", In NEi sec.8, T.41 H. , R.3 W. , on downstream side of high-

 way bridge, 1 mile downstream from Boone Creek, 3.5 miles northwest of Spring Bluff, 9.5 miles 

northwest of Sullivan, and at mile 75.3.

Drainage area. 608 sq mi.

Records available.--November 1943 to September 1965 (discharge above 1,000 cfs only).

Gage ,--Wire-weight gage read once daily between 5.5 and 7.5 ft, twice daily between 7.5 and IS ft,

 and bl-hourly above. Datum of gage is 626.34 ft above mean sea level, datum of 1929 (levels by 

Corp of Engineers).

Extremes.--Haxlmums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (8,000 cfs, revised), water years 1961-65

Date

May 9, 1961

Mar. 21, 1962

Time

0300

2300

Discharge

* 23,800

* 22,000

Gage 

height

28.76

27.97

Date

May 2, 1962

May 27, 1963

Time

0100

0500

Discharge

11,700

* 7,850

Gage 

height

21.76

17.96

Date

Apr. 6, 1964

May 29, 1964

Apr. 6, 1965

Time

 100

0900

2300

Discharge

* 14,900

11,700

* 7,940

Gage 

height

24. 2£

21.77

18.06

1943-65: Maximum discharge, 50,700 cfs June 30, 1957 (gage height, 34.71 ft).

Flood in August 1915 reached a stage of 35.7 ft, from information by local residents.

Remarks.--Records fair. Discharge below 1,000 cfs not computed.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

29

30 

31

OCT. NOV. DEC.

1,800

JAN. -FEB.

1,140

______

 

MAR.

_

_

_

_

-

3,640

4,480

4,060

2,890

-

_

_

_

_

-

_

_

_

_

-

1,600

1,700

_

-

-

~

-

APR.

_

_

_

_

-

_

-

_

1 090

4 970

2 170

1 340

2 830

1 220

-

.

_

_.

_

-

_

_

_

_

-

-

~

-

MAY

_

_

_

_

1,450

10,200

15,700

20, 000

20,800

7,570

1,550

_

_

_

-

_

1,720

4,480

1,380

-

_

_

1,550

_

-

-

^

-

JUNE

_

_

_

_

-

_

-

_

1,330

1,240

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

-

~

-

JULY

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

1,100

_

E,:70

1,750

-

"

-

AUG. SEPT.
MERAMEC RIVER BASIN 

7-0160. Bourbeuse River near Spring Bluff, Mo,--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

5

4

5

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Z6

27

38

30 

31

OCT. NOV. DEC.

-

-

-

-

~

_

-

-

-

-

-

-

-

-

_

1,550

2,110

1,850

1,500

_

_

_

_

-

_

_

-

1

JAN.

-

_

-

-

~

1,300

-

-

-

-

-

-

-

2,500

2,2OO

1,500

1,100

_

-

_

_

_

_

-

2,900

6,860

2,950

1,220

FEB.

-

_

-

-

"

~

-

-

1,100

_

-

-

-

-

.

-

-

-

-

_

_

_

_

-

1,020

-

-

MAR.

-

-

-

-

~

_

-

-

-

.

-

-

-

-

_

_

-

-

3,070

15,500

9,220

1,500

_

-

2,800

1,600

-

:

APR.

-

_

-

-

~

~

-

-

-

-

-

-

-

-

.

-

-

_

-

_

_

_

_

-

_

_

1,860

MAY

9,150

7,420

1,550

-

"

_

-

_

-

_

-

-

-

-

_

_

-

_

-

_

_

_

_

-

.

_

-

:

JUNE JULY AUG. SEPT.

DISCHARQE, IN CUBIC FEET PER 3ECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

OCT. NOV. DEC. JAN. PEB .

 _ 

 

MAR.

-

-

-

1,450

4,9OO

1,760

-

-

~

-

-

-

-

~

_

_

-

-

-

_

-

_

_

-

_

_

-

_

1,850

4,410

APR.

3,130

1,060

-

-

-

_

-

-

~

-

-

-

-

~

-

_

-

-

-

_

-

-

_

-

_

-

-

-

-

MAY

-

-

-

-

-

-

-

-

~

-

-

-

-

~

-

4,620

1,540

-

-

_

-

-

_

1,500

5,46O

5,430

2,300

-

-

JUNE JULY AUQ. SEPT.
MERAMEC RIVER BASIN 

7-0160. Bourbeuse River near Spring Bluff, Ho.--Continued

DISCHARGE., IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1965 TO SEPTEMBER 1964

DAY

1

2

4

5

g

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29 

30

31

OCT. NOV. DEC. JAN. PEB . MAR.

-

-

_

-

_

_

_

3,980

6,500

2,230

1,610

-

-

-

_

_

_

_

-

1,220

_

_

_

-

_

_

-

APR.

-

-

1,150

9,860

14,300

3,870

1,020

_

-

_

-

_

-

-

_

_

-

_

-

_

_

_

1,450

-

1,900

1,750

MAY

-

~

_

-

_

_

_

_

-

_

_

_

-

-

_

_

_

_

-

.

_

_

_

-

_

8,250

9,760

1,510

JUNE

-

-

.

-

_

_

-

-

-

_

-

3,190

-

_

-

-

_

-

.

1,100

_

-

_

_

-

JULY AUG. SEPT.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

g

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

OCT. NOV. DEC. JAN. FEB. MAR.

-

-

_

_

-

.

-

-

-

1,020

_

-

-

-

-

_

-

-

_

-

_

_

_

_

-

_

_

_

_

-

APR.

-

-

-

1,260

1,140

6,020

4,500

1,140

-

-

_

-

-

-

1,500

1,800

-

-

_

-

_

_

_

_

-

_

_

_

_

-

MAY JUNE

-

-

-

2,59U

1,480

_

1,100

-

-

-

-

-

-

-

-

_

-

-

-

-

_

_

_

_

-

_

_

_

_

-

JULY

-

-

-

-

-

_

-

-

-

2,830

-

-

-

-

-

_

-

-

-

-

_

_

_

-

-

_

-

-

-

-

AUG. SEPT.

-

-

-

-

4,630

5,140

-

-

-

-

-

-

-

-

1,180

_

1,020

-

-

-

_

_

5,180

1,100

-

_

_

-

-

-
MERAMEC RIVER BASIN

7-0165. Bourbeuse River at Union, Mo.

Location.--Lat 38°26'45", long 90°59'30", in S«i sec.26, T.43 N. , R.I W. , on right ban! on downstream 

 side of pier of bridge on U.S. Highway 50, 800 ft upstream from Plat Creek, half a mile east of 

Union, 7 miles upstream from Birch Creek, and at mile 13.4. Records include flow of Flat Creek.

Drainage area.--80S sq mi, includes that of Flat Creek.

Records available.--June 1921 to September 1965. Gage-height records collected at same site since 

1916 are contained in reports of U.S. Weather Bureau.

Gage. Digital water-stage recorder. Datum of gage is 488.58 ft above mean sea level, datum of 1929. 

Prior to Oct. 1, 1948, datum of all gages 3.00 ft higher. Prior to Sept. 24, 1921 staff gage and 

Sept. 24, 1921, to Oct. 20, 1933, chain gage, at site 30 ft upstream. Oct. 21, 1933, to June 11, 

1944, wire-weight gage and June 12, 1944, to Sept. 30, 1964, graphic water-stage recorder, at 

present site (wire-weight gage used for stages below 2.9 ft Oct. 1, 1948, to Aug. 12, 1953).

Average discharge.--44 years, 6g4 cfs (451,800 acre-ft per year).

Extremes. Maximums and miniraums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (7,500 efs, revised) water years 1961-65

Date

May 9, 1961

Jan. 27, 1962 

Mar. 23, 1962

Time

1100

1930 

1100

Discharge

* 20,200

8,110 

* 15,900

Gage 

height

20.19

12.56 

17.82

Date

May 3, 1962

May 28, 1963 

Apr. 8, 1964

Time

1200

0600 

0330

Discharge

10,700

* 7,100 

* 14,000

Gage

height

14.78

11.28 

16.59

Date

May 30, 1964

Apr. 8, 1965

Time Discharge

1830 10,300

0530 * 7,520

Gage

height

14.06

11.72

Annual minimum discharge, water years 1961-85

Water year

1961

1962

1963

Date

Oct. 11, 1960

Aug. 30, 31, 1962

Sept. 29, 30, 1963

Discharge

28

20

21

Gage height

1.12

.72

.55

Water year

1964

1965

Date

Oct. 17, 1963

Oct. 18, 1964

Discharge

16

21

Gage height

0.49

.63

1921-65: Maximum discharge, 33,100 cfs July I, 1957 (gage height, 24.44 ft); minimum discharge, 

11 cfs Oct. 10, 1956.

Maximum stage known, 28.5 ft (present datum) Aug. 22, 1915, from floodmarks (discharge, about 

50,000 cfs, determined from extension of rating curve for main channel based on measurements made 

since 1921 and study of overflow areas in vicinity of gaging station).

Remarks.--Records good. Records of chemical analyses for the water years 1963-65 are published in 

reports of the Geological Survey.

Cooperation.--Gage-height record collected in cooperation with U.S. Weather Bureau. 

Revisions (water years).--WSP 957: 1941 WSP 1147: Drainage area. WSP 1281: 1924.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

1

2 

3

5

ft

7

9 

10

11

12 

13 

14

16

18 

19

21 

22

24 

25

26

28 

29

31

TOTAL

MAX

CFSM 

IN. 

AC-FT

GAL Y

40 

33 

35

61

48 

42

32 

33

44 

40

37

45

34

32

31 

34

33 

35

40

1,157

61

.05

37 

39 

39

34

33 

36

41 

39

36 

36

44

52

86 

84

52 

51

 

86

.06

46 

45 

44

49

118 

114

585 

318

1.750 

865

192

153

94 

96

92

1,750

.34

90 

86 

82

78

74 

70

66

59 

58

58

49 

49

48

90

.08

46 

46

46

50

166 

405

465

259

 

1.110

.36

223

250

304

3*010

1.380 

1,230

525

605 

628

453

4,830

1.54

398 

394

413

2,070 

2.98C

485

238 

223

_____

4,920

1.08

195 

187

1,170 

840

4,250

501 

388

290

20,200

4.21

2S6 

241

244 

1,210

370 

304

259

187

125

105 

103

 

1,210

.39

103 131 

161 116

189 68 

200 78

195 Z32 

141 161

122 82

166 200

1.640 92

262 90 

211 86

151 78

2,180 542

.41 .16

BO 

80

146 

125

111 

96

82 

107 

127

388

197 

153

109

82 

94

90

122 

229

195

4,015

388

.17 

.18

400 

300
MERAMEC RIVER BASIN

1

2 

3 

4 

5

6 

7 

8 

9 

10

11 

12

13

15 

17

21

24

26 

27 

28 

29 

30 

31

MAX 

MIN 

CFSH 

IN.

127

107

80 

70

64 

61

59 

58

46

48

49 

54

68

127

.08

OISCHAF

68 

80

262

82 

63

48 

36

226

208

338 

223

477

7-0165. Bou

6E. IN CUBIC FEET

|

161 

148

127

131 

134

131

It 500

525

300 

200

2,140

185 

171

840

610

585

565

6,360 

990

6,360

rbeuse F

PER SECD^

915 

765

465

565

453

650

940

Iver at Union, H

0, WATER YEAR OCT

1

740 

565

394

402

377

2,180

1,620 

650

585 

525

394

465

259

282

o. Cont

)BER 1961 

MAY

4,260 

8,330

628

241 

189

129

120 

118

118

_nued

TO SEPTe

14 

46 

74

281

605

279 

192

111

90 

80

68

68

1BER 1962

59 

58 

63

276

187

78

56 

48

45 

44

36

33 

32

32 

31

31

31 

31 

31

33

30

2B

25 

24

22 

21

21

33

28 

24 

21 

21 

20 

20

840

20 

.04

21 

32 

35

82 

54

56 

48

40 

80

103 

76

45

39

34 

32

34

41 

37 

37 

37 

34

1,462 

48.7

21

.07

IN 8*36 AC-FT 360* 300

DISCHARGE, IN CUBIC FEET PER SECOND* WATER YEAR OCTOBER L962 TO SEPTEMBER 19"

1

2 

3 

4

5

6

7

9 

10

11

13 

14 

15

16 

18

19

20

21

23

25 

26

28

30 

31

MEAN

MIN 

CFSM 

IN.

71

89 

72

84 

203 

120

88

42 

42

39

35

32

33

35 

35

61.7

31 

.08

37

39

39 

38 

37

39

40 

40

39

39

38

39 

42

38.1

35 

.05

42

37

37 

38 

39

40

38 

46

56

52

52

58

70 

66

46.3

37 

.06

62

72

66 

62 

60

59 

55

56

55

51

51 

50

61.9

50 

.08

43

44

44 

44 

44

38 

35

37

37

33

41.1

33 

.05

212

550

462 

381 

360

765 

810

388

265

182

354 

3,050

643

35 

.80

855

172 

145 

133

104

99

89

77

84 

86 

88

520

76 

.64

232

325 

384

127 

131 

188

855 

652

470

384

5,710

1,000 

652

963

99 

1.L9

307 

265

232 

201

102 

110 

152

277 

452

350

190

110 

88

206

88 

.25

86 

82 

71

66

60 

60

68 

58 

51

42 

38

38

35

32

32 

31

58.5

31

.07

29 

28 

28

27

26 

27

28

32 

28 

26

39 

37

35

37

50

37 

34

32.5

25 

.04

31 

30 

29

30

27 

27

25 

28

30 

28 

27

23 

23

22

22

22 

21

25.7

21 

.03
HERAHEC RIVER BASIN

7-0165. Bourbeuse River at Union, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3

4

6

7 

8 

9

10 

11

13 

14

16 

17

19 

20

21 

22

24 

25

27

29 

30 

31

MAX 

MIN 

CFSM 

IN.

20

20

19

19 

19 

19

19 

17

19

18 

19

34

33 

BO

72

37 

34 

33

89 

17 

.04 

.05

33

30

30 

30 

30

30 

30

29

29

30

32 

34

59

93 

81

127

.06 

.06

70

50

42 

42

38 

38

37

36 

33

32

31

31 

32

.05 

.05

33

33

32

33

32 

32

31

36 

40

.04 

.05

40 

42

42

49

89

416

610

133

.22

120

100

241

1,800

788

301

1.26

271

253

9,050

490

388

2.18

810

406

241

162

88 

95

2,580

38 

1.04

7BB 

570

356

550

274

286

238 

195

136 

.57

129 

164

152 

125

93 

86

71

65

59

100 

97

81 

64 

59

58 

.11

58 

55

51

50

44

40 

39

38 

38

44

39

37

35 

35

40 

38 

34

58 

34 

.05

32 

32

30 

28

28

28 

28 

27

26 

29

30

50

43 

38

30

27 

27

28 

26

952

51 

26

.04

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

4

5

6

8 

9

11 

12

13 

14 

15

17 

18 

19

20 

21

23

25

27 

28

30

MAX 

MIN

IN.

27 

27

28 

28

27

26 

24

24

23 

23

22

23

24 

22

36 

35

31

22

.04

29 

28

28 

29

28

43 

41

36

33 

33

39

44

44

49 

73

58

27

.06

70 

63

73 

70

67

58 

54

52

49 

47

44

43

43

44 

43

44

1 '

43

.07

49 

58

58 

61

74

124 

123

113

183 

155

113

102

9B

238 

228

157

49

.IB

128 

119

93 

89

86

81 

87

99

301 

238

150

126

106

94 

93

 

81

.17

94 

111

196 

341

339

315 

359

953

536 

449

322

365 

323

240

183 

176

175

94

.48

182 

184

485 

1,680

3,250

5,340 

1,350

589

381 

335 

471

963

488 

392

288

198 

189

165

165

1.38

154 

142

124 

118

112

102 

102

93 

87

85 

82 

30

72

65

64

82 

69

61

61

.12

63 

70

87 

2,220

1,630

557 

681

286 

225

188 

289 

250

139

88

80 

75

68

62

60

62

58

.42

61 

59

54 

52

50

47 

52

2,110 

690

350 

250 

198

L22

9<>

94 

90 

86

80

91

90

83

78

2,110 

47

.27

70 

64

57 

54

52

55 

53

53 

52

49 

65 

89

80

64

56

54 

200 

175

147

277 

355

192

355 

49

.15

148 

117

510 

783

4,010

852 

484

28" 

235

201 

179 

159

682

1,120

261

282 

782 

4,220

1,500

452

350

250

4,850 

117

1.18

MAX 11,600 MIN 22
38 MERAMEC RIVER BASIN

7-0180. Big River near DeSoto, Mo.

Location. Lat 38°07'20", long 90 "40 "30", in SW^NWt sec.11, T.29 N. , R.3 E. , near right bank on down- 

 stream side of pier of Mammoth Bridge, 300 ft upstream from Mammoth Creek, 1-j miles downstream 

from Mineral Fork, 6| miles west of DeSoto, and at mile 59.2. Records include flow of Mammoth

Creek.

Drainage area. 718 so. mi, includes that of Mammoth Creek.

Records available.--October 1948 to September 1965. Prior to May 1949 monthly discharge only, published in WSP 1311.

Gage.--Digital water-stage recorder. Datum of gage is 538.79 ft above mean sea level, datum of 1929. 

Prior to Oct. 1, 1963, graphic water-stage recorder at same site and datum.

Average discharge.--17 years, 639 cfs (462,600 acre-ft per year).

Extremes. Maximums and miniraums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (») and peak discharges above base (8,000 cfs, revised), water years 1961-65

Date

May 9, 1961

June 15, 1961

Time

0300

0730

Discharge

* 21,900

8,980

Gage 

height

18 . 00

19.94

13.88

Date

Mar. 21, 1962

May 18, 1963

Time

0330

0630

Discharge

« 15,800

* 11,200

Gage 

height

17.84

15.55

Date

Mar. 9, 1964

Apr. 6, 1964

Apr. 6, 1965

Time

2130

0600

1700

Discharge

* 16,900

9,910

* 11,500

Gage 

height

18.25

14.50

15.65

Water year

1961 

1962 

1963

Date

Oct. 2, 1960 

Aug. 21, 1962 

Sept. 29, 1963

Annual mir 

Discharge

90 

69

Gage height

2.33

2.42

2. OB

Water year

1964 

1965

Date

Aug. 12-14, 1964 

Aug. 14-16, 1965

Discharge

52 

56

Gage height

a 2.04 

t> 2.19

a occurred Oct. 3, 4, 10, 11, 1963. 

t> Occurred Aug. 5, 6, 1965.

1948-65: Maximum discharge, 55,800 cfs June 30, 1957 (gage height, 27.15 ft); minimum discharge , 20 cfs Sept. 19, 1954; minimum gage height, 1.89 ft Sept. 15, 1956.

Maximum stage known, about 29.4 ft in August 1915, from floodmark, 1 mile dowrstream, adjusted 

to gage site by comparison with recorded flood 5.5 ft lower (discharge, 70,500 cfs, from rating 

curve extended above 37,000 cfs).

Remarks.--Records good. Records of chemical analyses for the water years 1963-65 are published in 

reports of the Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TD SEPTEMBER

1

2

4 

5

6

7 

8 

9

11

14

16

19

20

21

23 

24

27

23 

29

31

MIN 

CFSM 

IN.

97

93 

100

105

107 

128

105 

102

150 

219

210

160 

148

124 

124 

IZO

135 

191

93 

.18

228

155 

146

141

144 

197

1,380

308 

268

1,200 

77D

341 

298 

264

230

139 

.51

200

194 

191

189

589

870 

605

520

...

280

240 

260

264 

231, 

210

191 

197

189 

.72

J4N ^^_

200

191 

189 

186

181 

174

208

181

.23

> 160

615

898

575

393

377

::::::

.74

385 

377

3*840

7,310 

4.210 

2,810

980

800 

830

1,160

740 

715

744

2.66

1,430

740

565

508

1,500

690

1,130

690 

610

 

1.73

540

616

13,100 

15,100

1,010

890

1,040

740 

665

490

4.03

454

690

526 

821

2.250

351

302 

281

 

1.32

270

218

2M>

232

20 1

222

256

389 

316

204

.4'

195

160

152 

148

904

302 

188

155

138 

140

130

.29

165

130 

128

116 

110

112

135 

138

120

116

110

201 

165

 

1.080 

.23

CAL YR I960: TOTAL 171,345 MAX 3,700 MIN 83 CFSM .65 IN
MERAMEC RIVER EASIN

7-0180. Big River near DeSoto, Ho.--Jontinued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMbER 1=62

1

2

4 

5

7 

8

10

11 

12

14 

15

16 

17 

IB

20 

21

22 

23 

24

26 

27

28 

29 

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

120

116 

116

116

122 

118

11* 

lib

11*

118

122 

128 

132

150 

138

1*0 

155 

185

128 

185 

112 

.18

.20

239

172

188 

180

213

188

188 

195 

188

182

180

162

828 

158 

.33 

.37

312

6C5

715

495 

441

340

250 

2*6

.81

1,220

2,170

5*0

2,010 

1,160

4.U30

1,130 

830

6,280

1.94 

2.24

'

385

860

2,330 

3,210

1,6*0

 

1.39

61S

1,100

2,010 

1,360

1,780

950 

770

13,900 

2.26

5*0

2.0,0

*82 

495

428

715

.97

550

40 ^

213

201

102

21° 

192

.A3

198

320

2*2

219

198 

178

239

236

102

152 

150

373 

.31

1*5

232

150

125 

11* 

114

1Q4

<)8

C5 

 =1

122

10<c 

145 

1?S

13 r 

?3? 

91 

.IS 

.21

112 

10*

130 

118

98

84 

80

77 

74

84

86

93

236

H* 11*

125

I 2 

. 6

UC 

12 C

219 

13R

306

216 

188

2,780 

4,0<='1

373

3CC 

?2B

21" 

IOP 

2ri

2C 1 

l rr~

175 

177

474

4, pop 

12P 

.66 

.7*

CAL VR 1961: TOTAL 284,440

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1362 TO SEPTEMBER I°b3

1

2 

3

5 

6

7 

8

10 

11 

13

15 

16

18 

19

21 

22

27

28

30

MEAN 

MAX 

MIN

IN.

1,5*0 

1,850 

770

385

312

288

228 

210 

862

260 

222

190 

185

185 

180

162

232

1,850

22 570

NOV

20* 

190 

188

178

168 

168

165 

162 

158

155 

155

168 

178

168 

165

150

148

150

150

135 

135

135 

135 

129

130 

136

150 

148

599

225

2,330

980

610 

490

354

316

295 

281

230 

220

213

208

205

185

188

190 

190

207

192

175 

155

165 

178

160

155

140

 

152

158

800

555

522

531

2,210

2,170

1,130

526

4,480

3,210

1,500

468

385

358 

337

260

256

253

207

1,260 

715

205

246

225

256

636

6,8°0

1,190

4,570

580 

513

3?0

278

?7R

920 

306

1,600

518

323

la*

16'

148

683

21"

14B

13S 

130

148

21°

175

120

lot

110

5,876

125 

lit

100

«8

101

14C 

138

204

148

138 

132 

12B

I?? 

125

118 

108

118

4 577

If.r

1P7

K2

10?

'a"

°1

104 

HP

10C

S7

86

84 

84

82

84 

84

82 

82

ac

93.1 

110
MERAMEC RIVER BASIN

7-0180. Big River near DeSoto, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND. MATER YEAR OCTOBER 1963 TO S

2

4 

5

7 

8

10

11 

12

13 

14 

15

16 

17 

IB

11 

20

21

22 

23 

24

26 

27

29

30

TOTAL

MAX 

NTN 

CFSM

IN.

79

75 

77

75

67 

70

6B 

71 

73

78 

BO

Bl

74 

74

85 

B3

65

B2

91 

101

94

B9 

B9

B4 

Bl 

82

84 

84

9B

655 

645

255

153 

139

80

127

113 

112

111

10B 

115

106 

103

100 

9B

97

98 

99

117 

111

97

105

121 

119

116

105

100 

100

102 

103

175

123 

124

107

100

114

116 

11B

218

190 

191

396

371 

353

478

291 

264

176

112

166

157 

165

17B

15,100

1,120

B45 

680

835

590 

522

404

15.1CO 

157

333

470 

6,370

3,020

46°

422 

382

403

1,130 

1,090

500

326

288 

25B

231

189

183 

179 

173

159

150

148

14,120

182

158 

167

163

135

255

203 

176 

1,080

238

155

121

12 

08

04 

9f

86 

113

95

91 

88 

B5

82 

82

86 

106

.18

UG

86

76

83

70 

70

61

59

65

75 

75

70

68 

63

B5

141 

130

188

54

.1^

5,700

101

fi2 

79

77 

72

68 

67

69

64

69 

81

96 

133

330 

306 

188

126

11B 

104

64 

. L7

,100 MIN 54 CFSM .49 IN 6.69 A-.-FT 256,200

1 

i

3 

4

5

6 

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

MEAN 

MAX 

MIN

98

91

69 

B5 

82 

82 

82

83 

B9 

93 

87 

82

83 

85 

85 

89 

88

82 

81 

79 

82

85

91 

103 

96 

91

92

8B.1 

103 

79

01SCHA

98

88

89 

90 

90 

97 

100

91 

86

B7 

87 

89

101

114 

124

109 

107 

100

91

92

116 

119

100 

124 

86

G£. IN Cl

118

119

115 

114 

110 

106 

106

111

112

97

102

130

125 

112

110 

13C

183

16B 

160

158

243 

219

181

160

167

172

166 

163

183 

246

148

154 

148

1,500

404

222

186

180

186

1,500

460 

460

712

258

216

193

249

801

6,540 

1,820

807

542

393

252

 

235

187 

179

191 

182

38

123

161

..

548 

344

273 

26B

110

102

98

90

195 

90

195

124

104

155 

134

8?

85

61

85 

92

85 

fll 

78

87 

78

104 

75

65

86 

 31

80 

70

58 

50

64 

83 

162

102 

95

99

84

78 

7R

83.4

53

no

157

2,000

42R 

290

187

205 

210

207 

216

176 

164 

157

2,750

966 

546

330

2*7 

218

496 

157

MAX 8,650 MIN 58 AC-FT 207,600
MERAMEC RIVER BASIN

7-0185. Big River at Byr-nesville, Mo.

Location. -Lat 38°21'45", long 90°39'05", in SE^ see.12, T.42 N. , R.3 E. , on right bant on downstream 

 side'of pier of highway bridge at Byrnesville, 4 miles upstream from Head Creek and at mile 14.i.

Drainage area. 91V sq mi.

Records available. October 1921 to September 196S. Prior to June 1922 monthly discharge only, published In WSP 1311.

Gage. Digital water-stage recorder. Datum of gage is 433.69 ft above mean sea level, datum of 1929.

"Prior to Nov. 8, 1934, chain gage, Nov. 8, 1934, to Mar. 8, 1940, wire-weight gage, and Mar 9 , 

1940, to Sept. 30, 1964, graphic water-stage recorder, at sane site and datum. Since Aug. 24, 

1945, auxiliary wire-weight gage 4 miles downstream read twice daily above 5.0 ft.

Average~dlscharge.--44 years, 829 cfs (600,200 aore-ft per year).

Extremes. Maximums and miniraums (discharge in cubic feet per second, gage height in feet).

mal maximum discharge (*) and peak discharges above base (7,000 efs, revised), water years 1961-65

Date

Mar. 7, 1961 

May 9, 1961

Mar. 22, 1962

Time

2330 

0100

1400

Discharge

17,300 

1 25,800

* 15,100

Qage 

height

19.84 

23.33

19.43

Date

May 1, 1962 

May 19, 1963

Mar. 11, 1964

Time

1200 

0230

1330

Discharge

7,350 

* 10,600

* 16,600

Gage

height

15.02 

16.86

20.02

Date

Apr. 7, 1964 

Apr. B, 1965

Time Discharge

0600 9,800 

0030 * 10,600

Gage

height

16.86 

17.34

Annual minimum discharge, water yea

Water year

1961

1962 

1963

Date

Sept. 24, 1961 

Aug. 20-22, 1962 

Sept. 25 , 1963

Discharge

106 

83 

83

Gage height

2.71 

2.45 

a 2.10

Mater year

1964 

1965

Date

Aug. 17, 1964 

Aug. 18, 1965

Discharge

68 

57

Qage height

2.04 

1.92

a Occurred Sept. 3, 1963.

1921-65: Maximum discharge , 42,100 cfs July 1, 1957 (gage height, 26.41 ft); minimum discharge, 

25 cfs Aug. 30, 1936; minimum gage height, 1.50 ft Aug. 14, 1934.

Maximum stage known, 30.2 ft Aug. 21, 1915, from floodmarks (discharge, 80,000 cfs, by slopearea measurement of peak flow).

Remarks. Records good.

Revisions (water years). WSP 667: 1927. WSP 877: 1938. WSP 1007: Drainage area.

DISCHARGE. IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

3

5

6

7 

8

10 

12

14

16 

18

20

21 

22

25

28 

30

MEAN

MIN 

IN.

OCT.

151

130

130

121 

120 

127

129

118

155 

221

145

140

146

118 

.18

NOV.

171

258

188

165 

163 

159

181

428

3S4 

314

1 59

DEC.

280

237

225

428 

830

650

710

286

241

225

JAN.

225

221

214

209 

201

188

198

157

FEB.

196

186

198 

203

212

970

 

MAR.

478

2,240

8,900 

14,900

1,530

850

APR.

1.180

990

890 

810

1,580

690

MAY

650

890

5,330 

14,900

1,630

830

JUNE

955

1.230

930 

790

5,330

349

JULY

1.18C

46C

36? 

322 

288

268

590

30"

AUG.

221

194

181 

173 

169

306

186

147

SEPT.

203

165

155

L42 

138 

138

118 

129

144 

129

125 

118

1.100

205

MAT YR 1961: TOTAL 375,806

IN 8.58 AC-FT 419,400
MERAMEC RIVER BASIN

7-0185. Big River- at Byr-nesville, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

I

3 

4 

5

6

7

9 

10

12

16

18 

20 

21

24

27 

28

31

MAX 

MIN 

CFSM 

IN.

186

178

139

135

130

128

137

155

168

186 

126 

.16 

.18

238

214

246

242

226

190 

.32

DEC.

310

470

1,710

502

352

190 

.80

485

1,770

2,620

5.C20

1,220

315 

2.02

880

900

2,010

538 

1.32

1,440

760

3,500

2,310

2,310

1.190

660 

2.42

820

2,790

680

572

800

555 

1.09

1.240 

880

608

520

308

236 

288

236

23* 

.89

304

318

288

276

407

200

216 

180

170 

.28

1*4 

157

1*<5 

222

188

1*9

los

04

01 

0*

05 

11?

99 

.15

128 

135

26 

90

30

112

92

88 

85 

84

83

99

262 

168

139 

148

83 

.14

SEPT.

149 

200

355 

332

463

242

198

920

625 

455 

355

294

250 

402

232 

210 

194

188

135 

.53

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3

5

6

7 

S

10

14

16 

18

1<5

20

24

27 

28 

29

TOTAL

MIN

IN. 

AC- FT

2,070 

1,490

470 

410 

360

778

335 

252

230

190

168 

168 

182

.54 

26,520

228 

218

188 

182 

176

168

170 

174

190

180

170 

16*

.22 

10,850

159 

161

157 

153

135

151 

161

178

538

310 

280

21,400

780 

625

485 

485

250 

240

220

206

208 

204

21,530

206 

206

222 

232

192

188 

180

194

180 

174

11.290

182 

186

4,390 

2.070

2,090

840

78D 

660

97,460

2,790

860 

740

322

242

216 

224

44,640

1.220

485 

425

358

800

4,950

102,900

760

425

380

3,200

320

238

40,990

194

610 

502

155

ISO

155

116

12,550

144

112 

110

284 

220 

190

161

132

116 

115

9,350

112 

101

115

123 

126 

110

101

102 

96 

98

91

87 

85

87 

91

88

84

.12 

6,020

MAX 8.460 MIN 84
MERAMEC RIVER BASIN

7-0185. Big River at Byrnesville, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1 

2 

3 

4

6

8 

9

12

14

17 

18 

19

22

24 

25

26 

27 

28

29 

30 

31

MEAN 

MAX 

WIN

IN.

OCT.

86 

85 

87 

85

83

81 

76

77

73

80 

98

91 

89

82 

80 

78

80 

84 

92

86.0 

120 

73

91 

91 

93

98

107 

104

98

96

91 

95

980 

430

221

201 

980

169 

160 

52

38

32

32

132

130

114 

113

110 

111

112

127

179

113 

118 

123

126

127 

123

118

113

124 

126

174 

152

132

133 

198

133

133 

133

153

223 

237

235

505

505

375 

308

_____

334 

660

213 

209 

207

209

341 

4,360

6,430

2,710

1.000

880 

780

505

2,007 

15,800

445 

445 

520

7,800

2.650 

1,750

960

8BO

700

1.270

860

1,555 

7.800

660 

580 

535

400

350 

33 8

300

275

217

185

186 

181

740 

490

491 

3,940

305 

265 

229

237

221 

209

176

196

300 

296

350 

270

157 

145 

139

128

272 

1.120 

128

132 

134 

132

123

121 

118

109

126

120 

111 

109

104 

110

445

35C 

21T

179 

155

146 

445 

104

138 

123 

114 

106

97

93

87

80

73

68 

71 

74

76 

80

144

139 

127 

194

215 

268 

229

112 

268 

68 

.12

155 

149 

136 

111

92

86 

85

76

75

78 

84 

89

91

102 

109

375

186 

144 

118

114 

114

126 

375 

74 

.14

7,480

MAX 15,800 M1N 68

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

4 

5

6

7 

8

9 

10

12 

13

15

16 

17 

18 

19 

20

21

22 

23 

24 

25

26

28 

29

31

TOTAL 

MEAN

WIN

IN.

103

83 

81

78

74 

71

72 

74

83

81 

79 

79 

80 

Bl

83

85 

84 

82 

82

86

103 

110

100

2.622 

84.6

71

.11

98

105 

103

96 

98

103 

97

94

101 

107 

117 

132 

128

149 

141 

132 

129

122

133

136

3.401 

113

92

.14

147

139

132

125 

124

123

121 

115 

106 

104 

99

109 

116 

119 

124

131

156 

157

150

129

99

.16

146

230

224

308 

282

225

212 

196 

182 

179 

186

IBS 

185 

194 

204

218

209 

196

155

219

146

.28

157

158

1.140 

793

495

417 

361 

318 

287 

260

229 

226 

214 

198

186

196

392

157

.44

217

716

752 

618

480

430 

387 

347 

318 

292

240 

229 

222

218

220 

236

270

489

217

.61

264

4,860 

8,840

1,480

974 

823

1,730

3 640 

2 110 

1 450 

1 180 

1 020

678 

594 

548

506

400 

363

1,575

251

1.92

300

250 

234

218 

209 

201

197

201 

187

171

162 

157 

157 

154 

148

151

148 

142 

139

150

320 

248 

230 

213

200

139

.25

JUNE

329

296 

626

770 

791 

782

442

397 

333

247

207 

179 

162 

152 

139

133

160 

129 

119

112

105 

101 

107

309

101

.38

JULY

101

14 r

27*

17* 

14- 

14«

15".1

1T5 

1J3

1?0

1P7 

t8 

92 

87 

86

87

95 

91 

87

81

82 

85 

82 

84

120

81

.15

AUG.

81

71 

68

65 

66 

98

93

85 

81

66

62

60 

58 

60 

78

106

128 

114 

114

107

102 

96 

69 

100

88.4

58

.11

SEPT.

117 

231

686 

1,160

2.160 

1.120 

612

322

278

280

380

300 

268 

258 

225 

203

203

3.030 

2,400 

1.190

780

496 

409 

348

678

117

.82

TAL 167,873 AC-FT 333,000
MERAMEC RIVER BASIN

7-0190. Meramec River near Eureka, Mo.

Location.--La t 38°30 I 20", long 90°35'30", In SEi sec.33, T.44 N. , R.4 E. , on right tank 44 ft 

upstream from downstream bridge on dual U.S. Highway 66, 2 miles east of Eureka, 3 miles downstream from Big River, and at mile 34.6.

Drainage area.--3,788 so. mi.

Records available. --August 1903 to July 1906, October 1921 to September 1965. Montl-ly discharge only 

for January, February, and March 1904, published in WSP 1311.

Gage.--Digital water-stage recorder. Datum of gage Is 406.18 ft above mean sea level, datum of 1929. 

Prior to July 21, 1906, chain gage at site 200 ft upstream at different datum. Oct. 6, 1981, to 

Jan. 16, 1933, chain gage at site 200 ft upstream at datum 1.04 ft higher. Jan. 17, 1933, to 

Sept. 22, 1937, wire-weight gage and Sept. 23, 1937, to Sept. 30, 1963, graphic water-stage 

recorder, at present site and datum.

Average discharge.--46 years (1903-5, 1921-65), 2,988 cfs (2,163,000 acre-ft per year). 

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Date

Mar. 8, 1961 

May 10, 1961

Mar. 23, 1962

Time

1400 

1500

0800

llscharge

Discharge

30,200 

* 71,200

* 33,900

{*) and

Gage

height

17.92 

31.58

19.51

Date

May 2, 1962 

May 29, 1963

Mar. 12, 1964

Time

0100 

0230

0415

Discharge

21,800 

* 21,900

* 29,900

Qage 

height

14.24 

13.67

18.22

revised), wat

Date

Apr. 9, 1964 

Apr. 8, 1965

Time

0300 

0915

Discharge

£7,300 

* 22,600

5

Qage 

height

16.91 

14.73

Water year

1961 

1962 

1963

Date

Oct. 4,16-18, 1960 

Aug. 22, 1962 

Sept. 30, 1963

Annual mir 

Discharge

438 

374 

319

Qage height

0.95 

.90 

.49

e, water ye 

Water year

1964 

1965

Date

Jan. 13, 1964 

Aug. 20, 21, 1965

Discharge

272 

285

Qage height

a 0.22 

.OS

ed Sept. 16, 1964.

1903-6, 1921-65: Maximum discharge, 120,000 cfs June 11, 1945 (gage height, 36.94 ft), minimum, 

196 cfs Aug. 27, 31, Sept. 1, 1936.

Maximum stage known, 40.2 ft Aug. 22, 1915, from floodmarks, present site and datum (discharge, 

175,000 cfs, by slope-area measurement of peak flow).

Remarks. Records good. Records of chemical analyses for water years 1963-65 at site 25 miles downstream (Paulina Hills) are published in reports of the Geological Survey.

Revisions (water years).--WSP 877: 

1924-25.

1938(M). WSP 977: 1942. WSP 1007: Drainage area. WSP 1281:

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

2 

3 

4

5

7 

8 

9

10 

11

14

16 

17 

IS

22 

23

31

HIN 

CFSM

IN.

468 

460

507 

483

468

468 

452

619 

619

515

.13

595 

667

531 

531

563

635 

876

1.020 

979

.24

817 

774

1,400 

2,250

2,610

2,800

1,1 10 

1.050

817

.48

783 

766

699 

683

643

625 

585

580

.18

595 

665

635 

645

3,520

3,130 

2.680

.51

1,500

20.600 

28,800

4.880

6,070

2,520

1.84

3,180

2.400 

2,160

6,370

4,600

 

1.24

1,860

27,600 

52,100

6,070

5,020

2.920

4.07

2,520

2.660 

2.400

8.610

3,500

2,160

 

.84

1,200

1.380 

1,260

1.530 

1,380

1,140

4,180

1.920

.60

1,480

986 

924

1,080 

942

780

942

628

.28

740

856 

788 

716

620

772 

1,090

831

598

1,280 

2 040

1 160

.24

IN 6.94 AC-FT 1.401.000
MERAMEC RIVER BASIN 45

7-0190. Meramec River near Eureka, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1961 TO SEPTEMBER 19'

1

2 

3

5

6

7

8

10

11

12

15

18 

19

21

24 

25

26 

27

31

TOTAL

MAX 

KIN

IN.

1.040 

942 

874

724 

692 

668

644 

582

605

552 

545

538

545 

560

552

668

19,792 

It 040

.19

676 

716

2,280 

1,860

865

1,030 

1,280

1,270

_^°.

2,280

942

899

865 

1.010

2.100

5,320 

6,830

1,580

6,990

1,530 

1.480

1,980

9,970

5.020

5,920

4,880 

4,320

3,110

2,850

2.980

4,880 

4,040

3,180

3,370

2,260

4,880

4,600 

4.320

3,240

4,740

2,850

15,300 

21,400

5,770

2,220

1.800

1.230

21,400

1,170 

1,160

1,230

1.800

1,530

968

2,400

8" 4 

772 

7 '8

1,3")

979

644

508

463

463

685 

1,180

478 

492 

470

530 

560

522

442 

435

387

582

500

488 

644

568 

748 

652

764

780

797

780

732 

684 

2,740

3,900

848

874

30,286 

1,010

3,900

IN 9.92 AC-FT 2,003,000

DISCHARGE, IN CUBIC .FEET PER SECOND. MATER YEAR OCTOBER 1962 TO SEPTEMBER If63

DAY

1

2

4

5

6

7

8 

9

11 

12 

13

14

15

16

19 

21

27

28

30 

31

MIN 

IN.

OCT.

1 380 

2 280

1 980 

1 580

1 380 

1 230

1.010

865 

840 

1,080

1,380 

968

740 

716

590

644 

684

590 

.31

NOV.

708

692

684

668

620

605

605 

605

612

652

605 

598

.19

DEC.

598

590

560

545

492

899 

1,580 

24,511

JAN.

,1> 7?S

,220

.090

1,000

800

600 

568 

28,368

FEB.

684

684

676

620

568

MAR.

7,950

3.300

2,400

2,160

APR.

3,300

2,100

1,750

692

MAY

2,120

1,560

1,310

2.540

11.400 

20,800

JUNE

2,120

1,560

1,840

2,480

l',il°

988 

854

JULY

943

880

755

626

 530 

530

AUG.

446

404

398 

440

655

715 

787

497 

523 

478

.17

SEPT.

428

428

434 

416

410

386 

386

330

324 

319

.10 

.11
MERAMEC RIVER BASIN

 I

1

2 

3 

4 

5

6

7

9 

11

16 

17 

18 

19 

20

22

27 

28

30 

31

HIN 

IN.

313

309 

307

330 

339 

400 

410 

461

449

453 

434

.11

446

441 

446

440

448

1.140

.20

7-0

671

601 

576

480

.16

190. Mer

444

484 

484

535

.15

amee Rlv

489 

488

566

1.380

.29

er near

683

7ia

730

5,340

1.61

Eureka ,

6,120

as, 700

3,050

l.sa

Mo. --Con

2,230 

1,880

1,190

885

882 

888

871 

.82

binued

1,580 

1,460

1,480

4,530

554 

811

641 

.48

652 

561

555

557

787 

1.010

57T 

434 

.18

422

410 

390

365

330

375 

398

378 

330 

.12

400

385 

?75

352

324

389

505 

476

400 

607 

324

.12

HAT VR 1964! TOTAL 622,924 MEAN 1.702 MAX 26,600 MIN 292 CFSM .45 IN 6.12 AC-FT 1.236,000

2 

3 

4 

5

6

r

8 

9

13 

4

5

6 

7

20 

21

26 

27 

28

30 

31

TOTAL

MEAN

HIN 

CFSH 

IN. 

AC-FT

382 

332

321 

313

318 

320 

329

335

330

354 

411

418

10,840 

350

312 

.09 

.11 

21,500

DISCHAF

405

424

441

445 

460

788

14,834 

494

404 

.13 

.15 

29,420

GE. IN C

573

548

517 

508

480

16,344

435

.16 

32,420

816

997

885

803

22,989

483

.23

45,600

644

1,880

684 

621

27,348

535

.27 

54,240

1,910

2,290

847 

808

745

42,738

649

.42 

84,770

16.800

3,090

1,910 

1,420

146,644

782

1.44 

290,900

890

830

624

604

25,526 

823

598

.25 

50,630

2,740

1,640

918

50,465 

1.682

474

.50 

100,100

606

1.640

760

558

22,289 

719

397

.22 

44,210

397

360

311

291

681

13,178 

425

285

.13

26,140

686 

1.180

3.370 

2,280

1,850

1,370

1,280 

1,820

3,030

4,880

93,775 

3,126

686 

.83 

.92 

186,000
MISSISSIPPI RIVER MAIN STEM 47

7-0205. Mississippi River at Chester, 111.

Location. Lat 37°54'10", long 89°51'10", in 3w£ sec.S4, T.7 S. , R.7 W. , third principal meridian, on 

 downstream side of left pier of main trues of highway bridge at Chester, 3.1 miles downstream from 

Kaskaskia River, and at mile 109.9 above Ohio River.

Drainage area.--71" ,600 sqmi, approximately.

Records available. Discharge: October 1927 to September 1965 in reports of Geological Survey. 

Monthly discharge only for some periods, published in WSP 1311. Since August 1873, results of 

discharge measurements in reports of Mississinpi River Commission.

Gage"heights: July 194J to September 1965 In reports of Geological Survey. Since May 1891, in 

reports of Mississippi River Commission and U.S. Weather Bureau.

Gage --Water-stage recorder. Datum of gage is 341.05 ft above mean sea level, datum of 1929, supple- 

"ropntary adjustment of 1955. Prior to Feb 1, 1962, staff gage 0.4 mile downstream at same datum.

Average discharge. 38 years, 174,500 cfs (126,300,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

May 12, 1961 

Mar. 26, 1362 

Mar. 8, 1963 

Apr. 24, 1964 

Sept. 29, 1965

Discharge 

(cfs)

691,000 

625,000 

308,000 

304,000 

544,000

Oage height 

(feet)

34.3

30.6 

a 19.00 

b 20.04 

29.79

Minimum

Date

Jan. 31 to Feb.2,Feb.4 

Aug. 27, 1962 

Jan. 28, 1963 

Jan. 2, 1964 

Dec. 12, 1964

Discharge 

(cfs)

49,900 

94,600 

36,400 

37,000 

51,600

Sage height 

(feet)

-1.7 

4.5 

-3.65 

-4.10 

-1.65

a Maximum gage height for year, 19.12 ft May 19, 1963. 

b Maximum gage height for year, 20.06 ft June 28, 1964.

1927-65: Maximum discharge determined, 886,000 cfs July 3, 1947 (discharge, including unmeasured overflow, was greater May 24, 1943); maximum gage height, 39.3 ft July 23, 1951; minimum 

daily discharge, 30,000 cfs Dec. 12, 1937; minimum gage height, -4.10 ft Jan. 2, 19S4.

1891-1965: Maximum gage height, 39.3 ft July 23, 1951; minimum, -4.10 ft Jan. 2, 1964.

Maximum stage known, 39.8 ft about June 30, 1844 (discharge, 1,350,000 cfs computed by Corps of 

Engineers).

Remarks. Records excellent. Natural flow of stream affected by many reservoirs and navigation dams 

in upper Mississippi River basin and by many reservoirs and diversions for irrigation in Missouri 

River basin.

QAQE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

IS

16

17

18

19

20

21

2Z

23

24

25

26

27

28

Z9

io

il

MAX

WIN

OCT.

8.5

6.9

6.7

6.3

6.1

5.9

5.6

4.6

4.4

3.8

3.4

3.4

3.0

3.5

3.5

4.1

4.6

4.8

4.3

3.9

3.6

2.9

2.8

2.2

2.3

2.8

3.3

3.1

3.0 

3.4

8 .5

2.2

NOV.

3.6

5.1

8.0

lu.l

10.0

8.6

7.6

7.1

7.4

7.7

7.5

6.7

6.2

6.2

5.8

6.3

6.3

6.4

6.8

7.0

6.7

6.5

6.0

5.0

4.9

4.2

4.0

3.9

3.9

10.1

3.6

DEC.

3.1

2.7

2 .6

2.7

2.6

3.0

2.4

2.9

3.7

4.4

4.3

3.5

3.6

3.7

3.8

3.1

2.5

2.3

2.1

1.9

1.7

1 .4

1.3

1.4

1.6

2.4

2.0

1.3

1.0 

1.0

1.0

JAN.

1.2

1.3

1.4

1.2

.9

.6

.7

.8

.8

.4

.3

.1

-.1

-.1

.0

.3

.3

.3

.5

.8

.7

.3

.0

-.1

-.4

-.6

-.8

-1.0

-1.1

-1.6

-1.6

FEB.

-1.7

-1.6

-1.7

-1.6

-1.6

-1.5

-1.5

-1.4

-1.3

-1.3

-1.0

-.8

-.6

-.2

.6

1.8

3.4

4.6

4.4

3.6

5.5

7.7

8.9

8.9

8.9

8.8

9.4

__ --__

 

-1.7

MAR.

10.2

8.1

7.3

6.3

8.7

10.5

12.3

14.5

17.8

19.5

19.6

19.0

18.0

18.3

19.6

21.5

21.6

20.4

19.8

19.6

18.8

18.7

18.9

19.1

18.9

18.5

17.8

17.4

18.8

21.9

6.3

APR.

22.7

21.2

20.7

20.0

19.8

19.7

19.7

20.1

20.3

20.6

22.2

23.5

23.4

21.7

20.9

20.2

19.0

17.3

16.5

15.6

15.0

14.4

15.0

17.2

18.8

20.5

21.4

20.4

19.4

14.4

MAY

18.3

16.5

16.5

16.8

18.5

20.8

26.3

30.1

32.1

33.4

34.2

34.3

33.4

32.2

30.6

28.4

26.6

25.8

25.0

23.8

22.6

21.4

20.0

18.5

17.8

17.8

18.9

19.1

18.3

17.5

16.5

JUNE

6.9

5.3

4.8

4.1

3.4

2.3

2.4

2.5

E.4

2.3

2.9

3.5

2.4

1.8

1.4

1.4

2.7

4.5

4.7

3.3

2.2

0.8

9.5

8.4

7.6

7.1

6.8

6.5

6.2

6.2

JULY

6.8

10.4

11.9

10.4

8.6

7.4

7.1

7.2

9.2

9.8

8.3

6.9

6.4

5.7

5.1

4.7

4.7

4.5

5.2

8.8

9.4

8.9

11.0

14.6

16.8

15.3

15.4

16.0

15.0

13.8

4^5

AUG.

12.6

10.9 

10.9

10.9

10.9

12.1

12.5

11.2

9.9

9.3

10.9

13.8

13.2

11.8

10.6

9.3

8.1

6.9

5.8

5.0

4.2

3.9

3.6

3.1

2.9

3.2

3.5

4.3

4.5

3.7

3 .2

2.9

SEPT.

3.1

3 .8 

3.1

3.2

4.8

6.5

6.3

7.2

8.2

7.6

7.0

6.0

5.1

6.0

13.2

22.4

25.2

26.4

27.0

26.3

23.4

20.4

18.4

16.9

17.1

20.3

22.3

22.5

20.4

17.4

27.0 

3.1
MISSISSIPPI RIVER MAIN STEM

7-0205. Mississippi River at Chester, 111.--Continued

GAQE HEIGHT, IN FEET, AT 0800 HOURS, WATER XEAR OCTOBER 1961 TO SEPTEMBER 1?62

DAY

1

2

3

4

5

6

7 

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30

31

MAX

MIN

OCT.

15.6

14.3

14.0

15.3

16.4

16.6

IS. 3 

14.1

13.3

12.0

10. S

10.3

10.4

10.0

13.9

16.7

17.0

16.0

13.3

12.7

10.7

10.0

9.5

9.0

8.7

8.£

7.6

6.3

6.1

6.2

7.2

17.0

6.1

NOV.

9.2

12.0

16.7

19.2

21.9

23.6

23.5

22.6

21.1

19.0

16.9

15.5

14.3

14.0

13.6

14.2

16.8

20.7

23.0

23.4

23.3

23.3

22.9

22.1

20.4

18.8

17.4

16.2

14.9

23.9

9.2

DEC.

14.0

12.5

12.0

11.2

10.8

10.0

9.9

9.7

9.1

8.9

8.4

8.0

6.5

5.3

4.9

5.6

5.9

5.8

6.2

6.7

7.2

8.4

9.0

9.2

8.9

8.6

8.5

e!s

6.4

14.0

4.9

JAN.

7.2

6.9

5.7

5.3

5.6

6.6

9.0

9.0

8.7

7.6

7.7

8.2

7.8

8.3

8.0

7.2

6.7

6.6

6.8

6.7

7.8

7.6

6.6

6.4

6.3

7.4

8.7

10 .6

11.2

11.9

11.9

5.3

FEB.

15.0

14.4

13.8

14.5

15.4

16.0

18.6

18.4

18.6

18.9

17.8

17.0

16.1

15.5

15.4

16.1

16.4

17.7

18.3

17.4

16.7

16.2

16.0

14.7

13.7

13.7

13.6

18.9

13.6

MAR.

13.0

11.5

11.4

11.2

10.9

10.0

8.4

9.4

10.0

10.6

10.8

12.3

16.1

18.4

19.1

18.6

17.7

17.1

16.4

19.0

23.4

26.7

28.6

29.8

30.5

30.5

30.4

30 .-3

30.0

29.7

30.5

8.4

APR.

29.6

29.3

28.9

28.5

28.3

38.0

27.6

37.5

27.2

27.0

26.8

26.6

26.4

25.9

25.2

24.5

23.7

22.9

22.3

21.7

21.2

20.9

20.4

20.1

20.0

19.9

19.8

10 "^

±y . b

29.6

19.6

MAY

20.2

20.6

20.6

20.4

19.6

18.4

16.4

15.7

15.4

15.7

16.7

17.5

17.5

17.0

16.5

16.0

15.7

15.5

15.2

14.5

13.9

13.3

13.0

13.2

13.6

13.9

14.2

14.6

14.9

14.8

20.6

13.0

JUNE

15.7

20.7

23.0

22.5

21.3

20.5

19.9

20.9

21.3

21.5

21.6

21.3

21.6

22.4

22.1

21.3

20.1

18.5

17.0

15.7

14.5

13.7

13.1

13.2

13.1

12.8

13.2

13.1 

11.9

23.0

11.9

JULY

11.4

11.1

10.6

10.6

12.7

14.0

13.5

12.7

12.1

11.8

11.9

11.8

11.8

11.9

11.9

12.7

13.6

13.7

13.7

13.1

13.2

13.6

13.3

14.6

15.8

16.0

15.2

13.9 is'.o

12.6

16.0

10.6

AUG.

11.6

10.6

10.6

10.5

10.4

9.9 

10.5

9.7

9.1

8.9

9.1

8.7

8.4

7.8

6.9

6.6

7.2

6.8

6.3

5.6

5.6

5.5

5.5

5.3

5.3

5.5

4.7

5.0 

6.1

7.3

7.1

11.6

4.7

SEPT.

5.6

5.5

6.0

6.7

7.9

9.7 

9.9

10.3

10.5

10.9

11.2

10.9

10.9

10.8

9.5

8.3

9.0

9.0

8.8

8.5

8.4

8.3

8.2

8.2

8.4

8.2

8.0

8.9

9.9

10.1

11.2

5.5

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

30

21

22

23 

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

9.31

8.91

8.24

8.30

8.63

8.58

8.28

8.44

8.34

7.99

7.84

8.74

9.03

8.87

8.74

8.55

9.54

10.34

9.64

9.34

8.62

8.41

9.03

8.77 

7.64

7.95

7.82

6.89

6.56

5.69 

5.33

10.34

5.33

NOV.

.21

.18

.60

.68

.58

.29

.16

.62

.71

.87

.24

.85

.66

.13

.05

.27

.40

.87

.60

.72

.51

.93

.37

!64

.06

.95

.63

.15

.87

.68

.63

DEC.

3.58

3.65

3.57

3.20

2.99

2.83

3.13

2.68

1.91

1.91

1.64

1.74

-.04

-1.80

-1.17

-.28

.46

.53

.43

.22

.22

.32

.41

.65 

.90

.62

.31

-.16

1.05

2.00

1.07

3.65

-1.80

JAN.

.62

.13

.37

.76

.53

.43

.49

.50

.83

1.24

1.13

1.01

.71

-.97

-.49

-.22

-.29

-.58

-.41

-.39

-1.91

-2.54

-3.06

-2.70

-2.87

-3.34

-3.63

-2.74

-2.65

-2.65

1.24

-3.63

FEB.

-2.12

-1.95

-1.93

-1.67

-1.15

-1.15

-1.23

-1.38

-1.45

-1.27

-.64

.18

.83

4.52

2.97

1.47

.63

.05

.15

-

-.12

.18

.16

1.89

1.92

1.45

.67

___ _

 

4.52

-2.12

MAR.

.83

.36

.03

.44

2.91

9.85

15.54

18.80

18.46

17.50

16.51

15.21

14.16

13. SO

13.33

15.41

18.01

17.23

16.23

15.26

15.05

16.16

16.98

16.73

15.71

14.66

14.10

13.96

14.30

15.01

18.80

.03

APR.

15.52

16.05

16.42

16.07

15.71

15.05

14.24

13.24

12.80

12.41

11.86

11.56

11.12

10.45

9.75

9.53

8.96

8.63

8.56

8.33

7.65

7.56

7.42

7.12

7.07

7.36

7.03

6.28

7.01

16.43

6.28

MAY

7.83

8.20

9.78

12.28

12.82

11.95

11.86

12.38

12.03

11.19

10.62

10.38

10.21

10.31

9.95

9.61

11.94

16.01

18.21

19.00

17.63

16.39

15.30

13.11

13.48

12.33

13.82

15.19

16.22

15.96

19.00

7.83

JUNE

15.12

13.93

12.19

9.77

8.86

7.93

8.00

7.92

8.26

8.59

7.96

9.12

9.61

9.40

10.04

8.72

8.07

8.12

7.97

7.87

8.52

8.32

7.85

7.52

7.63

6.96

6.50

6.30

7.84

15.12

6.30

JULY

9.09

8.05

6.92

5.72

4.3f

3.2f

3.4C

4.4B

5.51

4.09

3.79

4.35

3.75

3.59

4.90

4.59

5.07

6.80

6.99

6.05

6.32

7.73

8.28

5.86

5.81

5.50

5.59

5.79

6.29

9.09

3.25

AUG.

5.63

4.90

4.58

4.78

4.70

4.75

5.24

5.52

5.20

5.70

6.28

6.19

5.87

5.76

4.35

3.27

2.87

3.09

3.96

4.64

4.78

4.10

3.96

3.24

2.99

3.12

3.77

2.94

2.45

6.28

1.68

SEPT.

2.31

2.46

1.98

2.65

2.43

2*20

2.07

2.06

2.43

2.25

2.33

2.44

2.98

2.10

1.86

1.80

1.52

2.10

2.67

1.56

.80

1.05

1.11

1.71 

2.07

1.95

1.69

1.55

.84

1.15

2.98

.80
MISSISSIPPI RIVER MAIN STEM

7-0205. Mississippi River at Chester, 111.--Continued

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

IS

17

18

19

20

21

22

23

24

25

26

27

28

29 

30

31

MAX

MIN

OCT.

.58

.82

1.55

1.40

.85

.56

1.31

1.39

1.76

1.25

.37

.70

.57

.34

.65

.35

.22

.48

.81

.61

.26

.56

.37

.61

.71

.83

1.04

.88

.75

.69

1.76

.22

NOT.

.83

1.83

.83

.43

.56

1.22

1.39

1.14

.85

.79

.95

.84

.46

.64

.75

.51

.14

.26

.63

.54

.38

.98

2.10

3.16

1.82

2.41

3.46

3.43

2.95

2.53

3.46

.14

DEC.

2.07

1.37

1.44

.99

.24

.54

.67

.11

.00

-.03

-.83

-1.50

-1.01

-.85

-1.16

-1.85

-2.23

-2.55

-3.04

-3.47

-3.81

-3.80

-3.80

-3.74

-3.78

-3.77

-3.74

-3.40

-3.40

-3.54

2.07

-3.84

JAN.

-3.92

-3.97

-

-3.47

-3.29

-3.20

-2.97

-3.02

-3.14

-a. 54

-2.68

-3.11

-2.32

-2.49

-2.97

-2.93

-2.91

-3.06

-3.15

-3.45

-3.09

-2.96

-2.45

-.80

-.95

-.22

.39

.32

-.91

-1 . 78

-1.34

.39

-3.97

FEB.

-.68

-.90

-.90

-.65

-1.07

-1.20

-.76

- .11

- .09

- .30

- .60

- .80

- .32

- .52

- .93

- .26

- .31

- .07

- .33

- .38

- .40

- .01

- .35

- .44

- .50

- .59

- .36

- .77

- .88

-.65

-2.32

MAR.

-1.74

-2.33

-1.96

-a. 20

-2.09

-.91

-.42

.14

1.50

6.08

6.71

7.17

7,65

7.03

5.70

4.37

3.54

4.29

4.77

3.96

4.60

3.92

2.50

2.06

2.57

2.83

2.60

2.68

3.41

3 .69

3.94

7.65

-2.33

APR.

4.67

4.21

3.99

4.35

3.88

8.09

15.67

19.35

18.76

16.93

15.08

13.53

12.21

10.88

9.68

8.66

8.28

8.13

8.39

8.98

10.53

15.17

17.65

19.72

19.76

19.23

18.79

18.09

17.77

17.30

19.76

3.88

MAY

17.00

17.21

16.72

16.00

15.28

14.38

13.39

12.99

12.85

12.44

11.82

11.72

12.79

13.24

12.80

12.23

11.76

11.27

11.24

10.96

11.20

11.28

11.23

10.83

10.72

10.46

10.25

10.27

11.49

13.67

17.53

17.53

10.25

JUNE

17.25

14.53

11.71

9.56

8.76

7.92

6.45

6.23

7.25

7.31

6.55

6.57

6.13

6.24

5.48

8.45

15.23

17.80

17.57

17.21

15.55

16.92

18.82

18.18

18.36

18.56

19.42

20.02

19.10

16.30

20.02

5.48

JULY

13.45

12.29

11.16

9.51

8.07

7.68

7.71

7.03

6.08

6.61

7.14

7.64

8.07

7.51

7.35

6.23

6.21

7.11

6.70

6.09

5.12

4.42

4.06

4.17

4.25

3.65

3.88

3.93

3.28

2.74

3.00

13.45

2.74

AUG.

2.73

2.49

2.00

1.52

2.09

1.97

2.65

3.73

2.26

1.46

.66

1.18

.74

.28

.30

.34

.82

.64

.44

.02

.10

.72

2.15

2.18

1.29

1.92

3.26

3.16

3.42

3.03

3.73

.02

SEPT.

1.41

.97

1.15

2.57

3.33

3.41

3.72

3.94

4.07

3.37

4.52

7.75

9.16

8.91

8.01

7.06

6.06

5.75

6.14

6.08

5.90

6.10

6.14

6.05

5.47

5.38

5.39

6.55

6.80

7 .58

9.16

.97

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9 

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

6.76

6.08

5.76

5.33

5.18

4.25

3.84

3.58

3.53 

2.90

2.09

1.52

1.68

1.68

1.51

1.52

1.65

1.81

2.24

1.30

1.29

.98

1.09

1.25

.63

.82

.50

.95

.73

.29

.51

6.76

.29

NOT.

.70

.83

.82

1.04

1.40

2.05

2.32

1.92

2! 35

1.96

1.44

1.87

2.09

1.52

1.41

3.46

4.26

S.16

5,83

6.13

5.73

4.65

4.62

3.91

3.34

2.87

2.73

3.61

2.81

6.13

.70

DEC.

2.34

2.07

2.12

1.77

.82

.73

-.31

-.82

- .24 

- .42

- .52

- .51

- .02

-.21

.26

1.13

.93

1.49

.11

-.09

1.42

.67

.92

.78

.73

.83

-.57

-1.24

-1.45

-.57 

.10

2.34

-1.52

JAN.

.11

-.06

2.80

8.59

10.27

11.79

12.08

11.40

s!44

6.85

4.99

4.36

3.63

2.43

1.99

1.01

r.38

-.11

.02

.06

.17

.74

1.93

7.97

13.06

14.02

13.07

11.89

9.91

'

14.02

-.38

FEB.

6.34

4.90

3.98

2.86

2.46

2.54

2.50

2.66

4.79

6.79

11.67

12.25

11.16

12.04

12.67

12.09

10.87

9.78

8.84

7.75

7.08

5.85

4.82

4.46

3.37

3.56

5.46

__ __

 

12.67

2.46

MAR.

5.94

5.48

8.06

10.79

15.48

17.12

15.97

15.29

15.66

15.29

15.69

16.57

17.62

17.70

17.36

17.08

18.14

20.61

23.30

24.78

25.10

23.52

19.82

17.27

14.85

12.38

10.40

9.89

10.30 

10.64

25.10

5.48

APR.

12.96

14,38

14.40

14.72

16.46

21.89

24.17

26.02

27.82

28.20

28.28

28.51

28.76

29.00

29 .00

29.26

29.33

29.12

28.81

28.48

27.83

27.17

26.56

26.07

25.66

25.25

24.94

25.10

25.84

29.33

12.96

MAY

26.35

26.47

26.44

26.34

26.22

26.10

26.10

26.07

25.88

25.52

25.15

25.00

24.95

24.52

24.03

23.66

23.04

22.15

21.15

20.08

19.00

18.18

17.60

16.89

16.41

6.68

7.99

7.30

7.11 

8.40

26.47

16.41

JUNE

19.22

18.72

18.62

19.29

20.11

21.09

22.00

22.69

22.86

21.93

21.14

20.46

20.31

19.81

19.13

18.80

18.46

18.32

17.78

16.90

16.87

16.93

16.73

16.48

15.90

15.60

15.03

14.49

13.26

23.37

13.26

JULY

13.28

13.74

17 .74

20.55

21.71

21.37

20.51

18.79

15.61

14.75

14.14

14.19

13.95

14.24

14.64

IB. 11

14.76

13.65

12.64

11.82

12.50

16.80

19.44

19.86

19.93

19.26

16.58

13.52

11.12 

9.60

21.71

9.60

AUG.

8.87

7.70

6.63

6.77

6.35

6.39

7.18

7.11

7.40

7.12

6.53

7.28

6.65

5.80

5.94

5.34

4.75

4.94

5.70

5.73

6.10

6.07

5.49

4.84

4.01

4.15

8.02

9.01

7.94 

7.31

9.01

4.01

SEPT.

11. El

13.09

12.42

11.69

12.96

12.41

13.49

15.61

17.10

17.00

18.33

18.00

16.18

15.14

13.19

15.23

19.22

19.95

18.88

17.50

18.73

22.61

25.66

27.36

28.48

29.11

29.62

29.78

29.28

29.78

11.21
MISSISSIPPI RIVER MAIN STEM 

7-0205. Mississippi River at Chester, 111.--Continued

1

2

4

5

6

7

8

9

10

12 

13

14

15

16

17

19

21

22

23

24

26

28

29

30

31

TOTAL

MAX

WIN

131,000

119,000

112,000

108,000

104,000

102,000

97,200

89,200

86,800

79,600 

79,600

78,800

82,800

83,600

90,000

94,500

86,000

82,000

76,400

76,400

72,400

80,400

79,600

80,400

83.600

2.784.7M

131,000

71,600

85,200

91,800

134.000

154,000

147,000

133.000

124,000

120,000

126,000

122,000 

113,000

108,000

107,000

104,000

108,000

112,000

117,000

114.000

111,000

105,000

96,300

90,000

90,000

88,400

_____

3.344.6M

154,000

85,200

82,000

79,600

78.800

79,600

79,600

80,400

78,000

82,800

89,200

91,800 

86,800

86,800

87,600

86,000

80,400

74,800

71,600

70,000

69,200

69,200

72.400

74,000

68,400

66,800

66 ,800

2.425.1M

94,500

66,800

68,400

70,000

70,000

67.600

65.300

63,900

64,600

65,300

64,600

61, BOO 

60,400

60,400

60,400

61,800

63,200

63,900

66, BOO

65,300

62,500

61,100

58,300

55,500

54,100

52,700

50,600

1.936.9M

70,800

50,600

49,900

49,900

49,900

50,600

50,600

51,300

51,300

52,000

52,700

54,800 

56,200

58,300

61,800

66,800

76,400

97,200

90,000

111.000

133,000

145,000

148,000

154,000

 

 

______

2.290.3M

154,000

49,900

159,000

148,000

122.000

119,000

143,000

165.000

194.000

233,000

289,000

320,000 

313,000

296,000

303,000

332,000

361,000

332,000

313,000

298,000

292,000

294,000

285,000

264,000

260,000

300,000

353,000

B.187.0M

361,000

119,000

371,000

361,000

337.000

324,000

322,000

320,000

322.000

330.000

332.000

371,000 

395,000

386.000

351,000

337,000

322,000

269,000

238,000

228,000

222,000

238,000

301,000

341,000

322.000

301,000

_____

9,488. OM

395,000

222,000

280,000

260,000

254,000

262,000

298.000

353,000

478,000

580,000

649,000

688,000 

670,000

616,000

555,000

509,000

458,000

411,000

371,000

349,000

328,000

300,000

269,000

292,000

292,000

278,000

264,000

12.360M

688,000

252,000

250,000

236,000

217,000

206,000

194,000

183,000

184.000

183,000

183,000

191,000 

194,000

181,000

173,000

170,000

173,000

214,000

192,000

178,000

160,000

143,000

124,000

116,000

113,000

111,000

_____

5.332.0M

250,000

111,000

119,000

136.000

173,000

154,000

134,000

122, 010

120,010

124,010

146,010

130, 010 

117,010

111,010

104,010

99,010

95,410

94,500

142.000

143,000

145,000

175,000

244,000

231,000

234,000

218,000

201,000

4.674.3M

244,000

94,500

183,000

163,000

161,000

166,000

179,000

182,000

163,000

140,000

143,000

197,000 

188,000

170,000

153,000

139,000

127,000

103,000

87,600

86,000

82,800

78,800

81.200

90,900

90,900

85,200

82,800

4.035.2M

197,000

78,000

83,600

87,600

86,000

102,000

116,000

113, COO

127,000

133,000

127,000

109,000 

104,000

121,00"

231,000

371,000

429,000

466,000

376,000

320,000

287,000

266,000

337,000

363,000

316, 000

267,000

 _ 

7.086.0M

466,000

82,800

M EJ

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

236, QUO

215,000

217,000

239,000

257,000

254,000

229,000

212,000

196,000

174,000

161,000

159,000

157,000

161,000

220,000

259,000

259,000

242,000

220,000

188,000

n thousar

154,000

198,000

269,000

312,000

370,000

399,000

403,000

392,000

374,000

339,000

294,000

262,000

236,000

220,000

217,000

214,000

229,000

287,000

361,000

406,000

ids.

208,000

188,000

179,000

171,000

163,000

152,000

151,000

152.000

148,000

142, OOC

139,000

134,000

125,000

110,000

100,000

99,000

106,000

109,000

108,000

115,000

123,000

118,000

107,000

105,000

109,000

121,000

144,000

144.000

146,000

139,000

130,000

132,000

136,000

133,000

138,000

135,000

125,000

122,000

122.000

123.000

234,000

228,000

226.000

241,000

257,000

269,000

289,000

310,000

302,000

310,000

306,000

287,000

272,000

257,000

249,000

249,000

262,000

272,000

294,000

300,000

197,000

178,000

175,000

172,000

166.000

154,000

144,000

140.000

153,000

162,000

170,000

174,000

204,000

262,000

298,000

308,000

298.000

283,000

272,000

267,000

550,000

538,000

521,000

512,000

504,000

498,000

490,000

482,000

479,000

474,000

464,000

461.000

454.000

447,000

432,000

414,000

396,000

377,000

362,000

351,000

314,000

321,000

321.000

316,000

295,000

271.000

251,000

240,000

232,000

227,000

235,000

251,000

261,000

259,000

251,000

243,000

237,000

230,000

227,000

221,000

248,000

327,000

364,000

347,000

327,000

310,000

302,000

304,000

321,000

329,000

333,000

333,000

327,000

337,000

345,000

339,000

320,000

295, OCO

268,000

248,000

170,000

164,000

157.000

166,000

188.000

206,000

209,000

196,000

184,000

176, OCO

174,001

174,001

172,000

170,000

170,001

171,001

187,000

198,000

200.001

198,001

164.000

155,000

155.000

155,000

153,000

149,000

155,000

147,000

138, COO

138, OOC

136,000

132,000

12B.OCO

120,000

113,000

112,000

116,000

113,000

107,000

102,000

105,000

104,000

111,000

118,000

132,000

150,000

152,000

157,300

16C.OOO

164,000

167, OOC

163,000

164,000

160,000

141.000

133,000

139,000

136,000

135,000

133,000
MISSISSIPPI RIVER MAIN STEM

7-OS05. Mississippi River at Chester, 111. --Continued

2 

3 

4 

5

6

7 

8 

9

12

14

16 

17 

18 

19

20

21

23 

24 

25

26 

27 

28 

29 

30 

31

MEAN 

MAX 

MIN

139,000 

133.000 

127,000 

129,000

130,000

131,000

136,000

136,000

134,000 

148,000

142,000 

135,000

142,000 

136,000 

126,000

129,000 

124, UOO 

116,000 

111,000 

103,000 

100,000

154,000

98,200 

100,000 

103,000 

104,000

91,000

94,600

91,000

93.700

94.600 

90,400

98,200 

96,400

103,000 

90,400 

94,600

90,200 

87,800 

87,800

88,600

104,000

87,800 

88,600 

87,800 

84,600

84,600

75,000

72,600

48,800

60,700 

64,200

62,800 

62,800

63,500 

66,300 

66,300

65,600 

62,100 

61.40C

75,000 

67,000

88,600

4.315M

64,200 

61,400 

64,200 

65,600

64.200

67,000

67, OOC

53,700

59,300 

58,600

56,500 

46,000

40, POO 

39,400 

42,400

41,200 

8,200 

8,800

3,000 

4,200

9,400

47,400 

48,800 

49,500 

52,300

55, ICO

55,100

67,000

100,000

75,000 

67,800

62,900 

61,400

63,500 

69,400 

77,400

75,800 

71,800 

67,000

 

100,000

67,800

63,500 

62,800 

68.6CO

25"!, 000

295,000

242,000

214,0^0

253,000 

282,000

234,000 

234,000

261,000 

263,000 

253,000

235,000 

220,000 

212, OfO

215,000 

226,000

304,000

234,000 

242,000 

245. OOC 

240,000

209,000

191,000

172,000

157,000

144,000 

139,000

133,000 

126,000

127, OCO 

127,000 

122,000

22,000 

24,000 

20,000

26,000

245,000

132,000 

139,000 

159,000 

188,000

181,000

180,000

158,000

158,000

iso.oro

193,000

28°, 000 

264,000

226,000 

209,000 

194,000

186,000 

187,000 

208,000

240,000 

232, OOC

280,000

218,000 

198, COO 

171,000 

143,000

128,000

133,000

149,001

149, COO

138,000 

132,000

131,000 

136,000

130,000 

12=,OCO 

127, TOO

127,000 

120. OOn 

115,000

135, OCO

218,000

141,000

131,000 

118,000 

105,r,00

87, COO

100, OCO

-.3.700

91, TOO

96,400 

104, COO

117, OCO 

110,000

116,000

133, CCO 

122.000 

ino.COO

108,000 

lof .OCO 

107,000

114,000 

112. fro

141, OC?

106,000 

98,200 

96,400 

98,200

lo?,roo

102,000

110, cor

104,000

83,800 

82,200

9P.20G 

97,300

90,200 

87,000 

83,800

83,000 

R6,2nr, 

87,80^

77,400 

72,60f

9"? ,920 

112, '^OC

78,200 

78,200 

75.30C 

79,300

75,000

78,200

78,200 

75, BOO 

72,600

7C.20C

7f,20r

7P.200 

75, am 

77.4PP

74,200 

71, BOO

WAT YR 1963: TOTAL 42,968,600 MEAN 117,700 MAX 304,000 MIN 38,200 AC-FT S5, 230,000

M Expressed in thousands. 

Note. Daily discharge computed from daily mean gage heights.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1°64

DAY | OCT.

1 

2 

3 

4 

5

6 

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

TOTAL 

MEAN 

MAX 

MIN 

AC-FT

65,600 

70,200 

71,800 

69,400

64,200 

67,800 

70,200 

71 ,000 

66,300

62,100 

64,900 

62,800 

62,100 

63,500

62,100 

62,100 

65,600 

66,300

64,900

64,200

65,600 

64,900 

67,000 

67,800

68,600 

69,400 

69,400 

68,600 

71,000 

67,000

2,061. 3M 

66.49

71,800

62,100

4,089M

NOV.

70,200 

74,200 

67,000 

64,200

71,000 

71,800 

69,400 

67,800 

68,600

70,200 

69,400 

68,600 

69,400

69,400

66,300 

64,200 

64,QQO 

67,000 

65,600

66,300

71,000 

80 ,600 

83,800

75,800

83,000 

87,800 

88,600 

83,800 

81,400

2, 167.6M

72.25 

88,600 

64,200 

4.29QM

DEC.

77,400 

72,600 

73,400 

68,600

66,300 

65,600 

61,400 

61,400 

59,300

53,700

50,000 

54,400 

54,400 

52,300

47,400 

46,700 

44,800 

41,800 

39,400

38,200 

38,200 

38,200

38,800 

38,200

38,200 

39,400 

40,600 

40,600 

39,400

1.583.3M 

51.07 

77,400 

38,200 

3,140M

JAN.

37,600 

38,200 

39,500 

41,200

43,000 

45,400 

44,200 

44,200 

48, 100

46,000 

45,400 

49,500 

48,100 

45,400

46,000 

45,400 

44,800 

43,600 

42,400

44,200 

44,800 

48,100 

57,200

57,200

61,400 

65,600 

64,200 

54,400 

50,200

1,482. 1M 

47.81 

65,600 

37,600 

2.940M

FEB.

57,200 

55,800 

56,500

56,500

54,400 

57,200 

53,000 

49,500 

53, DUO

51,600 

49,500 

48,100 

52,300 

48,800

50,200 

53,700 

50,900 

54,400 

53,000

53,700 

55,800 

53,000 

53,700

51,600

52,300 

53,000 

49,500 

50,200

1.532.BM 

52.86

57,200 

48,100 

3.040M

MAR.

40,500 

47,400 

48.800 

47,400 

50,200

57,200 

60,000 

62,800 

78,200 

109,000

111,000 

118,000 

123,000 

116,000 

105,000

94,600 

90,200 

98,200 

99,100 

94,600

98,200 

90,200 

79,800 

77,400 

82,200

82,200 

83,000 

88,600 

87,000 

89,400

2,610.1M 

84.20 

123,000 

47,400 

5,177M

APR.

°6,400 

"1,000 

91,000 

92,800 

94,600

146,000 

246,000 

297,000 

280,000 

250,000

220,000 

107,000 

177,000 

160, OOn 

147,000

136,OOU 

133,000 

133,000 

136,000 

144,000

170,000 

234,000 

270,000 

300,000 

295,000

284,000 

275,000 

263,000 

258,000 

250,000

5,866.8M 

195.6

300,000 

91,000 

11.640M

MAY

248,000 

250,000 

242,000 

230,000 

220,000

206,000 

193,000 

188,000 

187,000 

181,000

172,000 

176,000

103^000 

186,000

179 ,000 

171,000 

166,000 

166,000 

163,000

164,000

166,000 

163,000 

159,000 

157,000

153,000 

149,000 

153,000 

166,000 

203,000

5,789.0M 

186.7 

251,000 

149,000 

11.480M

JUNE

237, uno 

114,000 

15o,00n 

139,000 

131,000

122,000 

110,000 

113,000 

133,000 

122,000

116,000 

115,000 

112,000 

111,000 

107,000

157,000 

232 ,000 

258,000 

258,000 

245,000

227,000 

251,000 

273,000 

264,000 

270,000

273,000 

289,000 

297,000 

273,000 

227,090

5, 805. CM 

193. 5 

297,000 

107,000 

11,510M

JULY

100,000 

176,000 

lbO,000 

142,000

128 ,noo

12D,000 

126,000 

117,000 

110,000 

115,00"

120,000 

127,000 

126,000 

123,000 

120,000

110,000

113, ono 

120,000 

116,000 

111,000

102,000 

05,500 

03,700 

93,700 

Q2,ROO

80,400 

90,200 

00,500 

34, sOO 

81,400

3.571.7M 

115.2 

190,000 

81,400 

7,084M

AUG.

81,400 

78,200 

73.4UO 

71,800 

75, ROD

75,000 

82,200 

87,800 

76 ,600 

70,200

67,000 

6°, 400 

64,200 

b2,800 

62, 100

63,500 

66,300 

64, 000 

D2,8no 

bO,700

02, 100 

b7,000 

77,400 

75,800 

D9 ,400

77,400 

84,600 

86,200 

87,000 

82,200

2,Z61.8M 

72.06 

87,800 

60,700 

4.486M

SEPT.

60,400 

66,300

80,600

86,200

86,200 

89,400 

00,200 

01,000 

87,000

100,000 

130,000 

142,000 

140, 000 

128,000

118,000 

100,000 

107,000 

111,000 

110,000

110,000

111,000 

112,000 

110,000 

107,000

106,000 

100,000 

11°, 000 

124,000 

130,000

3.148.7M 

105.0 

142,000 

66,300 

6,245M

CAL YR 1963: TOTAL 39,669,400 MEAN 108,700 MAX 304,000 MIN 38,200 AC-FT 86,830,000 

WAT YR 1964: TOTAL 37,880,200 MEAN 103,500 MAX 300,000 MIN 37,600 AC-FT 75,130,000

M Expressed in thousands.

Mote. Daily discharge computed from daily mean gage height.
MISSISSIPPI RIVER MAIN STEM 

7-0205. Mississippi River at Chester, 111.--Continued

DISCHARGE, IN CUBIC FEET PEH SECOND,, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL 

MKAK

MAX

MIN

AC -FT

OCT.

120,000

113,000

110,000

105,000

102,000

93,700

91,000

87,000

87,800

82,200

75,000

71, 000

72,600

71,800

71,000

71,000

72,600

74,200

75,800

70,200

68,600

68,600

67,800

70,200

65,600

67,000

66,300

68,600

65,600

64,200 

64,900

2.454.3M

79. 17 

120,000

64,200

4.86BM

NOV.

66,300

67,000

67,000

68,600

71,800

77,400

78,200

75,800

78,200

79,000

75,000

72,600

76,600

76,600

72,600

75,000

90,200

97,300

106,000

111,000

113,000

107,000

99,100

97,300

91,000

86,200

83,800

83,000

88,600

82,200

2.513.4M

113,000

66,300

4.985M

DEC.

79,800

77,400

78,200

73,400

69,400

66,300

60,700

57,200

54,400

53,700

53,000

53,700

57,200

62,800

67,000

71,000

70,200

72,600

61,400

64,200

70,200

66,300

67,000

66,300

67,800

65,600

57,200

53,700

53,700

60,000 

64,200

1.995.6M

79,800

53,000

3.958M

JAN.

63,500

64,200

96,400

148,000

170,000

183,000

184,000

172,000

154,000

135,000

118,000

101,000

95,500

89,400

79,800

77,400

68,600

61,400

62,800

63,500

64,200

64,200

69,400

86,200

146,000

206,000

212,000

196,000

177,000

149,000 

126,000

3.683.5M

212,000

61,400

7,306M

FEB.

108,000

95,500

86,200

79,000

78,200

80,600

80,600

86,200

97,300

107,000

134,000

188,000

188,000

177,000

187,000

190,000

180,000

164,000

150,000

140,000

128,000

120,000

108,000

99,100

95,500

86,200

91,900

107,000

3.432.3M

190,000

78,200

6,808M

MAR.

110,000

110,000

139,000

177,000

242,000

258,000

238,000

234,000

243,000

235,000

232,000

238,000

253,000

266,000

266,000

259,000

256,000

278,000

327,000

377,000

405,000

405,000

355,000

291,000

248,000

210,000

176,000

153,000

150,000

154,000 

164,000

7.449.0M

405,000

110,000

14.770M

APR.

196,000

215,000

214,000

222,000

263,000

353,000

407,000

44,000

66,000

82,000

87,000

90,000

495,000

501,000

507,000

509,000

515,000

512,000

501,000

487,000

469,000

454,000

439,000

428,000

421,000

414,000

405,000

401,000

405,000

423,000

12.525M

515,000

196,000

24,840M

MAY

428,000

430,000

428,000

421,000

419,000

416,000

416,000

416,000

414,000

410,000

401,000

394,000

392,000

388,000

377,000

366,000

357,000

341,000

325,000

306,000

287,000

270,000

258,000

250,000

237,000

229,000

238,000

253,000

240,000

242,000 

263,000

10.612M

430,000

229,000

21.050M

JUNE

271,000

263,000

264,000

273,000

291,000

306,000

323,000

337,000

345,000

333,000

318,000

304,000

293,000

289,000

280,000

270,000

264,000

259,000

259,000

250,000

238,000

240,000

240,000

238,000

234,000

226,000

221,000

210,000

200,000

186,000

8,025.0M

345,000

186,000

15.920M

JULY

186,000

198,010

258,000

302,010

318,000

306,010

287,010

251,000

224,010

212,000

203,010

200,010

198,000

196,000

202,000

209,000

214,000

206,000

191,000

177,000

168,000

186,000

246,000

282,000

287,000

286,000

268,000

224,000

181,000

153,000 

138,000

6.957.0M

318,000

138,000

13, BOOM

AUG.

129,000

1 18,000

109,000

109,000

106,000

108,000

115,000

114,000

119,000

117,000

112,000

109,000

115,000

107,000

99,100

100,000

92,800

90,200

92,800

99,100

100,000

104,000

103,000

97,300

92,800

85,400

94,600

127,000

135,000

121,000 

122,000

3,343.1M

135,000

85,400

6.631M

SEPT.

168,000

187,000

176,000

171,000

186,000

181,000

202,000

234,000

246,000

246,000

246,000

264,000

258,000

224,000

206,000

186,000

227,000

284,000

291,000

270,000

256,000

293,000

372,000

442, 000

487,000

521,000

535,000

544,000

541,000

518,000

8,962-OM

544,000

Ib8,000

17.780M

CAL YH 1964: TOTAL 39,031,300 MEAN 106,600 MAX 300,000 MIN 37,600 AC-FT 77,420,000 

WAT YH 1965: TOTAL 71,952,200 MEAN 197,100 MAX 544,000 MIN 53,000 AC-PT 142,700,000

M Expressed in thous 

Note. Dally discharge dally mean gage height.
HEADWATER DIVERSION CHANNEL BASIN

7-0210. Cantor River at Zelma, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

5

6

7

10

12 

13

15

18 

19

20 

21

23 

24

26 

27

28 

29 

30

TOTAL

MAX 

MIN 

CFSM 

IN.

46

7 

7

8

51 

51

55

58 

58 

60

.12 

.14

97

88 

86

86

106 

104

212

148 

139 

132

.28 

.32

198

57C 

710

500

1,480

630

274

1.17 

1.35

570

410 

280

950

8,530

650

2.86 

3.30

 

308

282 

274

530

790

2.52 

2.63

690

710 

670

450

2,900

710

3.05 

3.52

590

1,220 

1,010

530

480

3R2

630

1.40 

1.56

49C 

460

354

308

212 

198

184

148

123

118 

.99 

1.14

107

104

102 

98

100 

97

85

80 

77

73

56 

84

13

69 

87

70 

.24 

.27

86 

81

80 

60

125 

11*

84 

79

70

67 

64

62

57 

55 

53

62

65 

62

2,335

53 

.18 

.21

142 

112 

95

80 

143

148 

108

80 

70

61 

57

49

53 

63

61

48 

49

219

104

98

2,817

47 

.21 

.25

331

308

1,220 

1,350

850

550

350 

350

300 

230

180

200 

L70

148

110 

110

130 

120 

110 

105 

100

9,305

100 

.73 

.82 

16.460

WAT YR 1962: TOTAL 176,229 MAX 8,530 MIN 46

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

2

4 

5

6

8 

9

12 

13

14

15

16 

17

19 

20

22 

23

25 

27

29 

31

MEAN 

MAX 

MIN

IN.

OCT.

123 

117

108 

105

99 

111 

165

198

172 

159

153

L48

135 

130

108

106 

106

198 

99

.34

NOV.

100

106 

106

105 

104 

103

103

104 

105

105

102 

100

97

96

106 

96

.27

DEC.

89

88 

88 

88

88

89

66

88

115

118

109

138 

402

402

88

.31

JAN.

234

19 B 

184

165 

146

141

126 

120

110

105 

105

369 

105

.50

FEB.

106

111 

107

96 

96

_^ ^_

111 

96

.25

MAR.

680

786 

662

878 

662

500 

393

5,120 

117

2.95

APR.

234

184 

178

31 

23

400

696 

112

.67

MAY

428

289

212

198

329 

289

1,490 

914 

644

3,560 

191

1.83 

41,380

JUNE

281

178

148 

139

L19 

112

98

92

88

518

68

,46

JULY

84

85 

T>

69

59

89

119

8-*

8'-

7i5

8'V 

120 

111

212

5'3

.2,S

AUG.

8B

73 

68

55

337

1,580

191 

178

148 

133

116 

111

139 

126 

106

1,580 

55

.62

SEPT.

91

87 

B5

B2

76

71

70

62 

57

53 

52

51

50

48

48 

48

97 

47

.18

AC-FT 195,600
HEADWATER DIVERSION CHANNEL BASIN

7-0210. Castor River at Zalraa, Mo.

Location.--Lat 37°08'45", long 90°04'30", in SEy sec.29, T.29 N., R.9 E., on downstream side of left 

pier of bridge on State Highway 51 in Zalma, 2-J miles downstream from Perkins Creek.

Drainage area. 423 sq mi.

Records available.--January 1920 to September 1965. Prior to October 1921 monthly discharge only, 

published in WSP 1311.

Gage.--Digital water-stage recorder. Datura of gage is 350.38 ft above mean sea level, datum of 1929.

Feb. 3,' 1965,'graphic water-stage recorder, at present site and datum. Since Dec. 18, 1949, 

auxiliary staff gage, read once daily below 8.0 ft and twice daily above, 6 miles downstream.

Average discharge. 45 years, 503 cfs (364,200 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maxim nd peak discharges above base (8,000 cfs), water ye

Date

May 8, 1961

Jan. 23, 1962

Time

0830

1300

Discharge

* 21,000

* 9,660

Gage 

height

25.47

23.11

Date

Mar. 22, 1962

Mar. 17, 1963

Time

0200

1700

Discharge

9,400

* 5,560

Gage 

height

23.00

20.11

Date

Mar. 9, 1964

Sept. 23, 1965

Time

2300

2145

Discharge

* 35,000

* 7,050

Gage 

height

a27 . 10

21.52

a Occurred Mar. 10, 1964.

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Sept. 28, 1961 

Oct. 9, 10, 1961 

Sept. 27, 28, 1963

Discharge

43 

45 

47

Gage height

a 1.18 

b 1.23 

1.16

Water year

1964 

1965

Date

Aug. 13, 14, 1964 

Aug. 18-20, 1965

Discharge

30 

49

Gage height

1.00

1.12

a Occurred Oct. 1, 3, 4, 1960. 

b Occurred Aug. 17, 18, 1962.

1920-65: Maximum discharge, 40,400 cfs Jan. 14, 1937, from rating curve extended above 25,000 

cfs; maximum gage height, 28.20 ft Mar. 11, 1935; minimum discharge, 16 cfs Aug. 31, 1936 (gage 

height, 0.81 ft).

Flood in August 1915 reached a stage of 28.0 ft (present datum), from floodmark pointed out by 

local residents.

Remarks. Records good.

Revisions (water years). WSP 1147: 1922-23 (M). WSP 1281: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

DAY

1

2

4

5

6

7

9

12 

13

15

IT 

18 

19

20 

21

24

26

27 

28

31

MEAN 

MAX 

HIN 

CFSM 

IN.

OCT.

47

47

48 

61

67

60 

58

57 

66

68

65 

64 

63

.15 

.17

NOV.

100 

107

90 

85

76

118

219 

184

148

159 

148 

148

.34

DEC.

14B 

138

130 

184

1.280

335

205

184 

172

.85

JAN.

153

139

129

117

128

100

100 

100

.34

FEB.

110

110

257

1,010

1.090

69O

1.25

MAR.

480

1,030

670

1,600

910

3.70

APR.

790

1,460

1,370

530

480

2.73

MAY

1,380

530

382

382

5.39

JUNE

159

317

550

317

212

.90

JULY

10T

89

8! 

84

8? 

8? 

122

51C

165

178

142 

131

151 

82 

.41

AUG.

100

100

99

96 

88

81 

78 

74

70

76

70

61 

60

86.8 

60 

.24

SEPT.

59

62

52

72 

73

72 

62

58

54

49

45 

47

57.2 

73

45

.15
56 MISSISSIPPI RIVER MAIN STEM

7-0220. Mississippi River at Thebes, 111.

Location. Lat 37°13'00", long 89°27'50", in NW^ see.17, T. 15 S. , R.3 W., near center of span on down-

 stream side of railroad bridge at Thebes, 5.0 miles downstream from headwater diversion channel

and at mile 43.7 above Ohio River. 

Drainage area. 717,200 sq mi, approximately. 

Record! available.--Discharge: October 1932 to September 1965. Monthly discharge only for some peri-

 ods, published in WSP 1311. Prior to April 1941, published as "at Cape Girardeaa, Mo.

Gaj?e heights- March 1933 to February 1938 and October 1939 to September 1965 in reports ol 

Geological Survey (prior to April 1941, published as "at Cape Girardeau, Mo. ). Since November 

1878 under name of "at Grays Point" in files of St. Louis district office of Co-ps of Engineers. 

January 1879 to May 1896 published as "at Grays Point" and since May 1896 published as at Cape 

Girardeau" in reports of Mississippi River Commission. February 1891 to Februar;r 1894 and since 

1904 published as "at Cape Girardeau" in reports of U.S. Weather Bureau.

Gage. Water-stage recorder. Datum of gage is at mean sea level, datum of 1929, supplementary adjustinent of 1955. Mar. 17, 1933, to Dec. 21, 1934, staff gage and Dec. 22, 1934, to Apr. 4 1941, 

water-stage recorder, at site 8.2 miles upstream at datum 304.65 ft above mean sea level, datum of 

1929. Apr. 5 to Sept. 30, 1941. wire-weight gage at present site at datura 300.00 ft higher. 

Oct. 1, 1941, to Oct. 11, 1943 (corrected), wire-weight gage at present site at datum 300.07 It 

higher. Oct. 12, 1943 (corrected), to Sept. 30, 1944, water-stage recorder at present site at 

datum 300.00 ft higher. Prior to Apr. 5, 1941, various auxiliary gages used. Since Oct. 1, 194J, 

former gage at Cape Girardeau used as auxiliary gage.

Average discharge. 33 years, 177,200 cfs (128,300,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

961 

962 

963 

964 

965

Date

May 13, 1961 

Mar. 27, 1962 

Mar. 9, 1963 

Apr. 9, 1964 

Sept. 29, 1965

Maximum

Discharge 

(cfs)

739,000 

628,000 

314,000 

313,000 

542,000

Gage height 

(feet )

338.74 

336.28 

b 324.27 

324.62 

d 332.85

Date

Aug. 28 1962 

Jan. 28 1963 

Jan. 2 1964 

Dec. 12 1964

Minimum

Discharge 

(cfs)

49,500

95,000 

40,000 

39,600 

53,700

Gage height 

(feet )

a 303.74 

309.87 

c 302.70 

301.67 

304.20

a Occurred Feb. 4, 5, 1961. 

b Maximum elevation for yeai 

c Occurred Jan. 25, 1963.

327.16 ft Mar. 18, 1963, backwate Ohio River.

1932-65: Maximum discharge, 893,000 cfs May 27, 1943 (elevation, 340.33 ft, present datura); 

minimum discharge, 23,400 cfs Dec. 13, 1937, at site then in use; minimum elevation, 301.67 ft 

Jan. 2, 1964.

Maximum elevation known, 345.14 ft present datum, at Grays Point, from floodmarks (discharge, 

1,375,000 cfs, computed by Corps of Engineers), July 4, 1844.

Remarks. Records excellent. Natural flow of stream affected by many reservoirs and navigation dams 

in upper Mississippi River basin and by many reservoirs and diversions for irrigation in Missouri 

River basin. 

Revisions (water years) . WSP 1341: 1844(M).

GAPE HEIGHT, IH PEET, AT 0800 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

13 

14

15

17 

18

19

20

21

22 

23

24

25

26

MAX

MIN

OCT.

12.81

13.01

12.17

11.84

11.58

11.25

11.03

10.84

10.39

9.67

8.47 

8.46

8.36

8.69 

9.27

9.73

9.79

9.34

8.92

8.09

7.98

7.56

7.59

8.13

8.36

8.29

13.01

7.56

NOV.

8.58

8.75

9.42

10.67

13.19

14.64

14.12

13.09

12.39

12.03

12.26 

11.54

11.31

10.95 

11.17

11.26

11.44

11.73

11.89

11.36

10.75

10.18

9.88

9.34

9.22

9.12

14.64

8.58

DEC.

8.91

8.17

7.96

7.89

7.87

8.14

8.07

8.11

7.73

8.24

9.75 

9.07

8.93

8.79 

8.15

7.74

7.51

7.31

7.08

6.56

6.66

6.6,5

6.91

7.45

7.07

6.4S

10.46

6.24

JAM.

6.26

6.39

6.54

6.57

6.57

6.38

6.07

5.88

5.92

6.00

5.51 

5.38

5.34

5.37 

5.55

5.58

5.59

5.84

6.10

5.55

5.28

5.20

5.13

4.88

4.83

5.96

7.93

4.83

FEB.

4.53

3.90

3.90

3.87

3.75

3.86

3.84

4.06

4.10

4.17

4.80 

5.09

5.25

6.40 

7.52

9.46

10.16

9.78

0.03

3.92

4.63

4.73

4.88

15.09

 

15.09

3.75

MAR.

15.89

16.43

15.95

15.30

14.71

15.80

17.75

19.06

20.87

23.73

28.06 

27.51

26.91

28.85 

29.78

29.37

28.54

28.18

27.68

27.01

26.97

26.75

26.21

25.40

24.43

24.16

29,78

14.71

APR.

27.93

28.11

27.34

26.52

25.74

25.07

24.74

24.67

24.89

25.59

27.94 

28.54

27.80

26.58 

25.84

24.40

23.22

22.32

21.57

20.60

21.80

23.75

25.10

26.49

26.65

25.67

28.54

20.60

MAY

24.58

23.53

22.68

22.37

22.57

23.95

27.02

30.81

34.34

36.37

38.69 

38.45

38.07

36.15 

34.92

33.91

33.30

32.46

31.45

28.94

27.01

25.35

24.22

24.01

24.35

23.71

38.69

22.37

JUNK

21.95

21.10

20.26

19.78

19.22

18.67

17.83

17. 4O

17.79

17.74

18.28 

18.17

17.73

17.06 

17-. 38

18.91

19.97

19.57

18.33

15.94

14.80

13.86

13.13

12.69

12.31

11.97

21.95

11.97

JULY

11.80

12.50

13.94

16.01

16.39

14.94

13.61

12.74

12.47

13. OC

13.27 

12.33

11.73

10.62 

10.42

10.65

10.48

12.06

14.40

14.47

17.20

20.47

20.97

20.03

20.47

20.52

20.97

10.42

AUG.

18.30

17.03

15.63

16.07

15.81

16.21

17.16

17.08

15.76

14.94 

14.62

18.4,8

17.67

16.58

14.42 

13.42

12.24

11.28

10.37

9.69

9.11

8.67

8.56

8.86

9.18

9.78

9.82

9 .18

18.48

8.56

SEPT.

8.77

8.85

9.18

8.75

9.00

10.57

11.66

11.56

12.66

13.18 

12.68

11.23 

10.71

12.18

27.31 

29.00

29.85

30.14

28.44

25.87

21.88

21.17

22.61

25.11

26.42

25.70

23.10

30.14

8.75

Note. Add 300.00 ft to obtain elevati.
HEADWATER DIVERSION CHANNEL BASIN

7-0810. G&btor River- at Zelma, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 19o3 TO SEPTEMBER 1964

DAY

1 

2

4

5

6

7 

8 

9

10

11 

12 

13 

1* 

15

16

17 

18 

19

21 

ZZ

24 

Z5

26 

Z7

8 

9 

0

TO AL

MA 

MIN

IN.

OCT.

-.a

47 

46

46 

46 

46

47

4/

47 

47 

47 

48

48

49 

51 

51

53

55

57

___^58

58 

46

.14

NOV.

60

63 

66

71 

73 

71 

70

70

70 

69 

68

7 

6

6

6 

0 

1

15Z

402

Z34 

184

60

DEC.

172

13 

13

12

12 

12

11

11 

L2 

12 

12 

11

11

11 

110 

108

100

92

90

JAN.

88

84 

83

83 

82 

82 

88

89

68 

89 

89 

So 

84

Ob

85 

86 

87

107

234 

198

82

FEB.

184

153

318 

500 

410

329

305 

281 

410 

536 

600

6M,

700 

600

53o

250

 -

153

MAR.

878

734 

626 

^,000

8.3UO 

4.840 

2,970 

1,890 

1.480

681 

537

639 

488

198

APR.

1,240

6,O60 

4,830 

1,930

78b 

019 

639 

618 

537

412 

385

488

376 

376

_ 

331

MAY

288

248

224 

216 

201

176

170 

158 

146 

141

123 

117

100

98 

99

94

JUNE

87 

86 

86

99 

86

73 

71 

71 

68 

67

74 

78

68

59

52 

51

 

50

JULY

51 

51 

51

51 

50

47 

56 

76 

79 

71

55 

52

50

54 

53

49 

52

47

AUG.

44 

42 

40

38 

36

12 

32 

31 

31 

37

41

<,0 

39

40 

52

73

70 

68

75 

75

31

SEPT.

56 

53 

51

49 

48

44 

42 

42 

41 

40

40

68 

76

86 

96

126 

116

105 

110

103 

89

40 

.18

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2

4 

5

6

8

9

11 

12 

13

14 

15

16 

17

19

21 

22

25

27 

28 

29

31

MAX

MIN

IN.

OCT.

84

69 

66

62

60

59

59 

60

61 

62

61

60

60

59 

64

84 

59

.17

NOV.

63

6L 

61

61 

60

60

59

59 

59

65

78

86

557 

59

.28

DEC.

297

306 

2 BO

240 

224

288

288

248 

232

201

182 

164

231

340 

164

.63

JAN.

201

331

2B8 

412

430

314

306 

28O

248

2B8

201

.86

FEB.

224

189

185 

1,280

4,290

731 

623

4B5

272

185

2.02

MAR.

828

36

23 

35

99

374 

352

291

250 

400

216

1.21

APR.

450

3 B20

1 700 

1 560

891

700 

1,090

765

488

306 

280

248

248

2.83

MAY

214

174

162 

171

189

148 

143

222

178

158 

17Z

150

138

.48

JUNE

141

300

870 

537

457

293

255

ZOO

158

119 

115

106

106

.74

JULY

97

280

isr>

173

154

15' 

125

107

94

86

82 

79

73

178 

71

.49

AUG.

68

62

60

65 

62

58

53

52

51

50

50 

53

57

159 

121

83

68.2 

50

.19

SEPT.

76

102 

112

118

103

370 

1.300

1,060

814 

533

353

309 

1,550

5,320

736 

522

420

883 

5.950 

73

2.33
MISSISSIPPI RIVER MftIN STEM

7-0220. Mississippi River at Thetes , 111. Continued

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

21.09

19.52

18.55

18.92

20.09

20.96

20.43

19.26

18.30

17.49

16.16

15.23

15.14

14.93

15.51

19.29

21.09

20.89

19.78

18.46

16.75

15.20

14.72

14.17

13.90

13.54

13.13

12.30

11.38

11.36

11.35

21.09

11.35

NOV.

12.61

14.60

18.17

22.00

24.26

26.74

27.70

27.65

27.10

26.00

24.21

22.28

20.78

19.41

18.68

18.61

18.33

19.28

22.67

25.93

27.20

27.26

27.61

27.23

26.72

25.54

23.90

2l! 19

20.06

27.70

12.61

DEC.

19.05

18.06

17.14

16.60

16.08

15.61

14,68

14.64

14.83

14.71

14.29

14.18

13.98

13.22

12.09

11.09

11.74

12.32

12.40

12.53

13.00

13.49

14.12

14.98

15.62

15.72

15.44

15.06

14.58

13.62

19.05

11.09

JAN.

12.29

12.76

12.17

11.20

10.88

11.44

13.03

14.30

14.33

14.38

14.02

13.40

13.92

15.92

19.32

20.60

21.20

20.96

20.62

20.90

22.13

23.37

26.58

27.04

26.32

25.67

23.52

22.12

21.37

19.16

19.06

27.04

10.88

FEB.

20.60

22.05

21.73

21.53

22.15

22.74

23.36

24.37

24.92

24.37

24.73

23.88

22.75

21.77

20.92

20.56

20.85

21.30

21.97

22.90

22.80

21.82

21.22

21.77

21.30

21.04

21.43

22.00

 

24.92

20.56

MAR.

22.30

22.15

22.18

22.70

22.71

22.47

22.02

21.71

21.75

22.21

22 . 72

23.13

23.32

24.76

26.94

28.04

28.22

27.65

26.76

26.01

27.03

29.34

32.29

33.99

35.20

35.98

36.24

36.10

35.90

35.85

35.75

36.24

21.71

APR.

35.55

35.37

35.12

34.80

34.56

34.25

34.04

33.80

33.63

33.37

33.21

33.06

32.81

32.71

32.47

32.09

31.51

30.76

30.02

29.44

28.79

28.20

27.67

27.03

26.24

25.51

24.97

24.56

24.47

24.16

35.55

24.16

MAY

24.21

24.85

24.87

24.87

24.36

23.47

22.39

21.50

20.70

20.17

19.92

20.39

21.20

21.58

21.42

21.03

20.60

20.21

19.92

19.71

19.27

18.66

18.15

17.75

17.61

18.02

18.16

18.47

18.74

19.11

19.21

24.87

17.61

JUNE

19.30

21.72

25.48

26.35

25.46

24.52

23.86

23.59

23.96

24.76

25.14

25.24

25.13

24.95

25.56

25.75

25.33

24.47

23.27

21.86

20.59

19.68

18.63

18.20

17.67

17.64

17.39

17.24

17.59

17.07

26.35

17.07

JULY

16.20

15.91

15.61

15.09

15.92

17.34

18.58

18.34

17.60

17.06

16.60

16.48

16.49

16.41

16.37

16.46

16.52

17.36

17.87

18.05

17.76

17.51

17.61

17.73

17.80

19.18

19.83

19.70

18.88

17.81 

17.22

19.83

15.09

AUG.

16,72

15.77

15.12

15.13

15.22

14 90

14.57

14.92

14.27

13.74

13.71

13.70

13.39

13.10

12.43

11.86

11.72

12.05

11.66

11.16

10.77

10.72

10.62

10.54

10.81

10.66

10.49

9.89

10.27

11.30 

12.20

16.72

9.89

SEPT.

11 65

10.75

10.58

11.50

12.27

13.13

14.40

14.48

14.82

15.10

15.37

15.46

15.22

15.34

15.02

13.77

13.23

13.66

13.55

13.40

13.19

13.06

12.93

12.92

12.87

13.02

12.80

12.83

13.61

14.39

15.46

10.58

Note. Add 300.00 ft to obtain

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

14.40

13.87

13.41

12.92

13.08

13.26

13.19

12.95

13.10

12.89

12.58

12.64

13.33

13.55

13.38

13.41

13.30

14.32

14.57

14.09

13.69

13.16

13.14

13.53

13.14

12.32

12.59

12.21

11.68

11.22

10.53

14.57

10.53

NOV.

10,23

10.01

10.14

10.41

10.49

10.40

9.94

9.27

9.49

9.47

8.96

9.06

9.00

9.49

9.08

9.09

9.25

9.51

9.73

9.62

9.65

9.50

9.91

10.25

9.72

9.49

9.10

8.87

8.81

9.11

10.49

8.81

DEC.

8.84

8.65

8.69

8.56

8.28

8.08

7.99

8.16

7.70

7.16

7.15

6.96

6.90

5.29

4.07

4.55

5.36

5.83

5.91

5.81

5.73

5.65

5.83

5.79

6.14

6.22

6.05

5.62

5.81

6.94

7.38

8.84

4.07

JAN.

6.56

6.15

5.78

6.05

6.28

6.11

6.02

6.02

6.01

6.24

6.57

6.49

6.28

5.84

4.64

4.98

5.17

5.14

4.90

5.01

4.82

3.44

3.09

_

2.80

4.30

7.20

9.08

8.18

8.56

9.00

9.08

2.80

FEB.

9.64

9.86

10.46

10.70

10.88

11.30

11.10

9.70

7.58

4.48

4.48

5.06

5.54

7.03

9.08

8.03

6.82

6.07

5.62

5.68

5.69

5.39

5.57

5.64

6.24

7.14

7.14

6.65

______

 

11.30

4.48

MAR.

6.24

6.25

5.78

5.68

7.28

10.43

16.80

22.29

24.27

24.11

23.52

22.81

22.18

21.85

22.13

23.14

26.26

27.14

27.09

26.48

25.94

26.01

26.65

27.03

27.05

26.74

25.98

25.24

24.77

24.45

24.39

27.14

5.68

APR.

24.52

24.49

24,47

24.03

23.37

22.56

21.45

20.11

18.86

18.03

17.26

16.52

16.08

15.53

14.91

14.34

14.01

13.55

13.34

13.25

13.02

12.47

12.50

12.53

12.45

12.09

12.14

12.37

11.95

11.83

 

24.52

11.83

MAY

12.58

13.04

13.61

15.26

17.05

17.13

16.33

16.55

16.66

16.17

15.49

15.10

14.87

14.85

14.88

14.44

14.52

18.02

20.59

22.54

22.21

21.08

19.99

19.08

18.12

17.32

17.14

17.41

18.54

19.75

20.25

22.54

12.58

JUNE

19.71

18.81

17.71

15.97

14.33

13.54

12.90

12.95

12.84

13.29

13.24

13-.28

14.37

14.23

14.44

14.40

13.45

12.99

13.03

12.96

13.02

13.25

12.95

12.64

12.57

12.38

12.36

11.84

11.56

11.41

 

19.71

11.41

JULY

13.10

13.39

12.68

11.67

10.56

9.57

8.81

8.87

9.93

10.19

9.30

9.27

9.47

9.30

9.47

10.00

9.81

10.86

11.85

11.70

11.19

11.64

12.66

12.98

12.06

11.03

10.82

10.60

10.78

11.03

11.28

13.39

8.81

AUG.

11.13

10.67

10.04

9.87

9.98

9.88

9.95

10.38

10.49

10.46

10.94

11.24

11.51

11.22

10.77

9.53

8.54

8.21

8.52

9.11

9.85

9.72

9.25

9.10

8.89

8.42

8.27

8.59

8.72

8.18

7.61

11.51

7.61

SEPT.

7.13

7.61

7.60

7.41

7.82

7.60

7.44

7.34

7.41

7.62

7.55

7.63

8.08

8.05

7.31

7.22

7.04

6.92

7.46

7.68

6.84

6.33

6.34

6.44

7.08

7.30

7.19

7.01

6.78

6.30

 

8.08

6.30

Note. Add 300.00 ft to obtain
HTVEP MAIN STEM

JAQE FEia^T^ IN FSFT, AT 38CIJ HO'TRS, WATER VFW OCTOBER 1963 TO SEPTEMBER 1964

OCT. ] FOV. j DEC. JAN.

£.48 ' 6 Zi \ 7.9? i 31

6.14

6 .84

<= 73

E "4

E.12

6 <!Z

B.98

7 01

6,53

5.96

6.2S

5.98

5.87

6.05

5.83

5.73

6.01

6.01

5.83

5.93

5.89

6 . i)F

6.31 

6.39

6 31

e 47 ! 47

f 36

5-08

6.1R

 " 36

e .41

E.8E

e ee ' e.iE

e.7t

6 58

6.32

6 25

6.39

6.25

£ OE

f 34

6.21

5 95

5.78

5.34

E OO

<=. 13

7,22

6.05

F ,28

8.08 

8 69

8.68

6.3C 8.2 

6. 57 -

7.01 1 8 89

5.73 j 5.78

6 24

5.72

S.KQ

E 41

4 73

4.24

4,66

4 69

4.3C

3.62

3.32

2.83

? 40

Z 1C

2 03

2,06

E 12

2 05 

E.12

2.33

2.03

1.87

7,9L

1.87

3 75

FEB.

4 51

4 95

Z.Oi , 1 7E

2 2?

2 38

2 50

2. 78

2.80

2."

3 30

3.06

2 79

3.^

3.37

2.81

2.95 2.3"

2.69

? 44

2 39

£ B3

3 ,?7

4. -a

5.46

6 OE

5."

4 6P

4.07

e 05

1.75

4,<U

4 61

4,62

4.87

4.45

3.81

MAR. ] APR. | MAY

3. T 2

3. 6?

3. 7^ 4.7"

4,54

B.29

6.59

11. 92

16.68

4 23 I 18,43

4.09 18 18

3.86 18 24

3.68

 1,17

3.82

3.97

4.28

3.90

4 38

4.40

4 53

i 30

4 ?c.

4 OE

4 12

3.7?

,_ _ _ 

4.9%

3.6B

18,44

Ifi.JS

17 96

18.23

IB. 75

19.28

19 43

19.64

19.47

19.39

T--.12

IF. 73 

13 39

3£ .07

17 .22

 9 64

3.27

^ IF 3-

13.89

10 63

in 12

11.91

16.11

22.50

24-56

23,88

22.26

20 58

IS 23

17.96

16. =18

16.05

15 28

14.75

14 37

14 48

16.40

20 34

2? 56

24 19

24 30 

24.20

23-78

23.63

23.23

23.21

2? 55

21 .86

21.01

20.06

19.07

18.42

1-.R8

17.21

16.42

16 59

17.26

17.40

16.86

16.39

15.95

15.68

15.46

15 63

IE. 68

15.54

15 29

It .91 

14 82

15 10

16.00

1R.94

24 56 i P3.25

10.12 14.82

JUNE | JULY

21 -21

20.14

15 71

14.23

13 51

12 =55

11 52

11.57

12.22

12 07

13 .59

11.47

1] -28

11 .11

10.88

14.75

19.28

21 13

20 31

IS. 66

21 .44

22 28

21 -8F

Z2 46

23 25

23 43

21.17

19. SI

17.53

15,47

14.15

13.01

12.65

12.59

11.93

11 .41

11.79

12.32

12.84

12.69

12.54

12.20

11 32

11 51

12 07

11 11

10.30

9.72

9,44

9.47

9.16 

9.20

9.22

8.65

23.43| 19.61

10.88[ 8.30

Airo,

3 36

8.28

7.49 -.34

7.62

7.55

8.31

8.88

7.66

6.94

6.49

6.79

6.30

6.04

5.95

6.06

6.44

6.24

5.70

5.96

6.50

7.65

7 5P

7.77 

8.65

8.85

8.87

8 88

5.70

SETT.

7.77

6.93

6.85

8.00

8.7O

8.80

9.05

9.16

9.27

8 83

10.16

12 68

13.73

13.52

12.62

13 .87

11,32

10.95

11.11

11.15

11,25

11.21

11.03

10,58 

10.77

11.50

11.93

13.73

6.50

GAGE HEIGHT, IN FEET, AT n800 HOOTS, WATER TEAR OOTOBEP 1964 TO SEPTKMBKR 1965

DAY | OCT. J~ NOV.

T| 12.34

2 | 11.67

3

4

5 

6

7 

8

9

1O

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

11 1?

1U qp

ir 44 

10 19

3 52 

9.14

P 82

8.7R

8.23

7 . 50

7.07

7.18

7.16

7.07

7 08

7.17

 > 36

-.56

6 93

6 81

6.76

6.65

6.78

6.40

6.45

6.31

6.57

6.23

6.00

12.34

6.00

6,?E

6 M

6 4F

P 46

fi.F7 

7.00

7.63 

7.71

7 48

7,?9

7.76

7 36

7 09

7 4O

7.46

7 03

7.14

8.87

9 66

10.4-3

11.06

11-28

10 70

10,02

9.78

9.16

8-63

8.81

9.10

9.00

11 28

6.22

DEC. JAN. I FEB. j MAR. [ APR.

8.2P E 12 12 ,'.* ' 1( 7P ' IS 01

7.36 1 5.78 ' 11 5J

7 es 1 e.or, ' n, 3?

7 P* 9.52 S 30 " 1 '

e 57

6.23 

5 40

4.81

4 4?

4 44

4.29

4 34

4,73

5.4E

6 05

6,65

6 67

6.99

E.69

5,89

6.76

6.37

6.49

fi.38

6.44

6.11

5.00

4.35

4.25

5.03

8 28

4.25

-,, PC g iV,

IE 59

16 96

16 IE

14. R6

13 51

12. 2E

1C 88

10 16 9.4"

8.43

8 03

7 10

6.00

5.94

5 83

5 .86

5.8E

6.59

8.48

3.83

7.64

7.99

7.18

6,01

8.OO 

7.88

6.34

12.05

12.32

13 93

17 52

17.92 ie 06

18 88

19.22

18.56

17.44

16.1?

14.90

13.77

12.79

11.43

10.37

9.86

8.85

9.39

--_-_,

- -_

4.19 

~r

17 99 19.22

5.72 7.88

1' .11

11 S4-

13 37

] ' 31

21 1C

21 ,79 

20 39

1 7 .. . . . MAY j JUNE j f'LY j AUG. 1 SEPT.

3t Ifr 27 03

2i 95 3C 55

21 04 30 75

?i 72 30 79

?3.t'J *u "5

2S 69 

31.51

20 98 32.31

21.41 fl.^l

2C 98 ! 33,69

20 76

21 23

2?. 13

??.72

27 5C

2] ,97

21.83

23.44

?5.77

27.91

28.86

28.41

25.80

23.16

21.21

19.30

17.48

16 60

16 82

17.69

28.86

10.79

33.83

33 30

33-97

34 20

34-27

34 25

34.31

34.30

34.10

33.85

33.42

32.85

32.16

31 .46

30.87

30 28

29.73

29.41

29.56

34.31

19 .01

ou w* 

3C 35 

30 15

29 92

29 36

28 37

28 58

28 55

28.31

27-92

27 54

27.17

26.54

25.88

24 77

23.82

22.94

22.30

21 -71

21.14

20.84

21.56

22.10

21.41

21. 7 9

30 79

20.84

37 14

22 82

23 ?3

2" 4"

24 49 

25 56 

26 29

26 91

'".11

26 49

25 71

24.98

24. ST

?4.?7

23.65

23 11

22 87

22 59

2? 40

21 65

21.16

21 27

21.11

21.00

20.62

20.17

19.87

19.28

18.75

27.11

18.75

1 i 86

17 ?4

21 80

24 38

75 , 13

25-1? 

24.14

22 19

?0.°O

IS 93

IS. 20

18.8't

18. 7S

18.43

18 95

19 , 213

19.44

18.90

18. OO

17.14

16.56

18,09

21.87

23.67

23,95.

23.88

22.51

20.03

17.55

15.66

25 65

15.68

14.50, 12.38

13 621 36.20

12 73

11 95

1] 8?

11 57 

11,76 

12.22

12.22

12.59

12,39

11,38

11,80

12.27

11 .59

11 .OO

11.11

10,44

10-15

10.54

10.85

11.01

11,19

11.10

10.69

10.16

9.29

10.28

12,85

13.71

12.57

14 50

9.29

17.29

16 59

16 65

17 47 

17.10 

18,39

20 50

21.11

21-27

22.49

23-07

21.75

20.51

19.10

le,07

21 19

23.75

23.71

22.38

22 08

24.65

27.92

29.97

31.16

32.08

32.56

32.87

32.94

______

32.94

12.88
M1SSISS1PH RIVER MAIN STEM

7 u«4BO. Mississippi. River at Thebes, 111. --Cuiitlined

DISCHARGE, IN LUBIC ftfcT PER itCONU. HATER YtAR UtlubEk 1960 TO SEPTEMBER 19ol

1AY

2

3 

4

6

7

8

9

10

12 

13

14

16

17

18

19

20

21

23

24

25

26

28

30

127,000

111,000

106,000

104,000

100,000

95,000

88,100

8C.2CO 

78.600

78,600

&3, '00

86,400 

92,200

96,700

91,200

83,600

80,100

77,400

75,000

80,400

81,700

88,000

95,200

158,000

146,000

133,000

126,000

123,000

128,000 

123,000

115,000

* 

110,000

108,000 

111,000

115,000

117,000

114,000

112.000

105,000

100,000

93,000

92,200

___ _ __

06

82,700

81.900

83,100

82,700

81.400

79,500

85,200

102 .OOC 

9}, 700

8« ,400

89,100

86 , 1 00

75,900

74,000

70,500

69,600

70.200

71.800

78,400

70,000

" -AN

70,300

70,900

b»,luO

66,000

64,600

65,500

65,400

63,300 

62 500

61,700

61 ,800

62, TOO

64,100

66,500

64,400

62,300

61,000

60,100

57,700

54,000

FEU 1 -

50,500

50,700

50,900

51,900

52,700

53,300

54 ,300

57,000 

58,800

6U30CJ

66,IGU

73,400

105,000

101, UOO

133,000

152,000

155,000

154,000

156,000

 

__ _

163,000

149,000

148, OOL,

174, OOC

198, 000

232, OGu

284,000

336,000 

335.000

319.000

332,000

359,000

341.000

336,000

318,000

317,000

31t,OCO

311,000

286,000

298,000

APR

_ 

375,000

357,000

325,000

323,000

322,000

333,000

343,000

363,000 

39t ,000

40C.OOC

352,000

342,030

267,000

253,000

229,000

229,000

260,000

294,000

341 t 000

31B.OOO

_ __

HA - -

^76, UOO

263,000

303,000

370,000

461,000

560 ,000

638,000

726,000 

735,000

70i,000

585,000

527.000

433,000

'11,000

368,000

339,000

314,000

297,000

298,000

297 MO

250,000

235,000

203,000

189,000

188,000

189,000

189, OOO

18^,000 

199,000

191 ,00(

181, OOC

177,000

223,000

210,000

176,000

158,000

144,000

134,000

122(000

11'. ,000

_ 

ULY

126,000

146,000

149,000

133,000

124, OOu

122, 000

133,00'-

143,000

lae.coo

117,000

104,000

9S.600

99,700

120,000

139,000

148,000

196,000

244,000

234,000

240 .000

AUG . -

181,005

167,000

177,000

187,000

180,000

161,000

151,000

188,000 

206 000

192,000

157,000

143,000

106,000

97,500

91,000

81,00(1

83,600

84,000

°1,000

93,900

86,400

87,100

105,000

114,000

116, OOC

130,000

134,000

121,000 

110,000

109,000

321,000

429,000

478,000

423,000

309,000

277,000

267,000

310,000

376,000

288, OCC

 

MAX 129,000

113.700 

158,000 102.000 70,900 156,000 372,000 400,00(J 735,000 263,001 244, OCO 20i,COO 485,000

 _ = 

M Expressed in thousands.

I

2 

3

4 

5

6 

7 

8 

9 

10

12 

13

14 

15

20

23

26 

27 

2P

2"? 

30 

31

TOTti

MEAN

HIN

T 1 1

1 "1 1 1~ ' 1

227,000 166,000 202,1.00 128.000 245 OCO 211,00ol 564,000 332,000 293,000 17?, 000 16=i,000 104. ore 

21o,000, 236,000, 188,000 120.001, 238,000 204,000 549,000 331,300 360.000 le.7,000 15?, OOC 105,000

251,000 349,000 171, JOO HC.CiOu! 25t.jCO 196,000 527,000 315, OOC 451, GCC 18o,2rtl 15V.COC i25,3TO

245,000 405,000 

227,000 402,000 

213,uOO 384,000 

197,000 358,000

154,000 141,000 286,000 171,000 b!3,COO 

155,000 155,000 312,000 161,000 505,000 

158,000 156,000 320,000 161,100 496, COC 

153,000 160,000 311,000 170,000 492,000

273, OOC 317,000 21"., 000 154,000 152, OOP 

255,000 310,000 208,000 15f 3 Co! 154, ?CO 

2f2 GOO 32t,OCO' l=tt,OOC 145,000 159, OCO 

234,000 339. CO-" 138, OGC 140,000 164, OOC

166,000 282,000 147.000 136,001'' 307,000 leC.nuu -,79.000' 246,000 347,000 182,000 13°, 0V 168, OCC

182, 100 221,000

207,000 383,300

156,000 40f, OuO

137, OCU 31^,000

U&.uOC 142,000 257,000 29i.OCu 45r.UOO

13S.jUo loi.OOO 26e 000 473 OCO 338,000

, j

147, JUO 44,000 24C,nCQ 625 f TC5 315,000

115,000 26i,JOU Itt.'jl" 77, CO" -- - 591 ,UCL 3l7, r'DO 

lit. 0001 242,000 i 128 j iO *l,UOu -- 56' ,PU^ 314(000

19i,iOO 3CU.5UO

206,0^0 21^, OCO IVt.COf 102, COO 132, OOr

1

20t,OCC 20=,afnl 23T.OOO lOC.OOtt 129,000

2i: jo,- 20- 'lo' i 2ia ron 102. o-,^ 144,000 

zi i uf-i i9i, cue i^t.ccc ii"-,oco isi, ctr 

21,,OPf' -- 187,000 122,001, -
MISSISSIPPI RIVER MAIN STEM

7-0220. Mississippi River at Thebes, 111.--Continued

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER L962 TO SEPTEMBER 1963

1

2 

3 

4 

5

6

7 

8 

9 

10

11

13 

14 

15

17 

18

21

23 

24 

25

26 

27 

28

30

MEAN 

MAX 

MIN

149,000 

142,000 

135,000 

130,000 

134, OOC

136,000 

135,000 

133,000 

136,000 

133,000

129,000

141,000 

143,000 

141.000

142,000

142,000

138,000 

140.000 

133,000

125,000 

128,000 

123,000

110,000

102,000 

101,000 

103, OOC 

106,000 

108,000

107, OCO 

101,000 

96,600 

98,900 

96,000

93,400

94,800 

96,500 

92,900

95,300

98,000

103,000 

105,000 

98,800

95.800 

92.800 

91,000

93,000

155,000 

155,000 

104.000

98,090 

108,000 

91,000

3TAL 75,3

B9.80C 

89,400 

89,400 

87,100 

84.501

82,700 

82,800 

84,300 

79,500 

76,200

76,400

70.70C 

59,200 

55,700

63,700

65,200

66,000 

66,000 

69,200

68,600 

67,100 

64.200

75,300

89,800 

55,700

70,600 

68.000 

66.400 

68,800 

69,300

67,200 

66,500 

65,800 

65,200 

67,700

69,700

67.300 

62,200 

57,300

58,600

52.200

44. COO 

42,000 

42,100

42,600 

40,400 

40,000

45, COO

70,600 

40, OCO

50,000 

51,500 

54,000 

55,000 

58,000

60,000 

61,000 

56,900 

57.100 

57,600

59,600

67,900 

84,800 

94,800

73,200

66,000

64,800 

65,800 

71,500

76,400 

75,300 

71,500

- 

94,800 

50,000

69,600 

6B,600 

65,200 

67, ICO 

78,500

125,000 

216,0<.'J 

294, OCO 

310,000 

296,000

278,000

235, OCO 

220.000 

214.000

298.000

246,000

277.000 

28C.OOO 

276,000

265,000 

244.000 

230,000

223,000

310,000 

65,200

APR

242.000 

249,000 

256,000 

253,000 

248,000

240,000 

227,000 

211,000 

200,000 

192,000

183. OOC

172, COP 

164,000 

156,000

146,000

134,000

129,000 

129,000 

127,000

124,000 

126,000 

126,000

122,000

256,000 

120.000

131, OCO 

135,000 

146,000 

172,000 

191,000

188,000 

179,000 

185,000 

184,000 

176, OPO

167,000

159,000 

159,000 

158,000

164,000

290,000

243,000 

225,000 

207,000

195,000 

192,000 

203,000

244,000

305,000 

131, OCO

232,000 

214,000 

191,000 

165.000 

144,000

135,000 

136.000 

131,000 

130, OCO 

137.000

133. OOn

151,000 

148,000 

155,000

139,000

138,000

133,000 

131.000 

130,000

129,000

126, OCC 

120,000

120, oro

4, 313. CM

232,000 

116,000

140.000 

138,000 

129,000 

116,000 

104,000

94.000 

39,700 

92,700 

105,000 

102,000

95,100

07, COO 

94.300 

96.90T

101,100

113,000

132,000 

132, 900

118, CCO

110, OCO 

111,000 

107, OCO

114, COO

3.431.4M

140, COO 

39,700

114,000 

108,000 

101,000 

101,000 

101,000

98,700 

100,000 

105, 0"0 

105,000 

106,000

112,000

115,000 

112,000 

104,000

84,200

98,200

91,200 

85,100 

86,700

8?, 600 

82.000 

87,100

83,600

2 9<J5 9M

115, COO 

78,000

76,500

8C.6CC 

79.00^ 

70.60C 

81,900

7°,2fiO 

77.7CO 

77, OCO 

78,100 

78,500

77.800

81.3C1 

70.4QC 

74,000

71,100

70,600

70,100 

72,900 

77, 'ICC

78,5Cr 

77.30C 

75.80C

70,400

60,?rc

DISCHARGE., IN CUBIC FEET PER SECOND., WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

Z

o

4

5

6

7

8 

9

10

11 

2

3

4

5

6

7

8 

9

20

21

22 

23

24

25

26

27

28

29 

30

31

TOTAL

MEAN

MAX

MIN

AC-FT

OCT.

70,300

69,200

73,000

73,300

71,400

67,800

68,400

71,000

72,100

70,700

67,500

65,000

65,400

65,800

65,000

64,800

67, 100

66,700

67,500

68,100

68,800

69,700

68,700

68,800

69,100

2,125.6M

68,570

73,300

64,800

4,216M

NOV.

67,700

71,200

71,800

67,400

65,700

68j2UO

70,200

70,500

68,600

68,800

69,200

68,600

69,400

69,100

67,000

66,600

67,000

69,900

83,600

81,600

77,600

85,200

88,100

88,100

2.177.2M

72,570

88,100

65,700

4,318M

DEC.

80,300

76, 300

72,400

72,600

67,800

6-*, 800

06, 500

65,600

62,000

59,100

53,800

55,800

54,500

51,800

48,700

47,500

42,900

42,300

42,000 

42,200

42,800

42,100

41,700

42,300

42,500

40,500

1,670. 5M

53,890

80,300

40,500

3,313M

JAN.

0,600

9,800

0,400

1,500

2,700

3,800

4, Q 00

6,600

7,100

8,500

6,900

7,800

7,200

45,800

45,800

45,600

43,600

44,800

46,100

50,800

57,100

59,200

62,500

66,800

63,500

55,600

1,504.5M

48,530

66,800

39,800

2,984M

FEB.

58,400

59,600

58,500

50,300

58,800

57,800

58,500

59,600

55,500

57,200

54,200

54,000

55,100

52,300

53,400

53,200

54,400

55,100

56,000 

54,300

54,600

53,500

54,500

54,200

52,400

1,614. 1M

55,660

59,600

52,200

3,202M

MAR.

52,600

51,000

50,600

53,200

55,600

56,700

61,700

60,000

170,000

174,000

155,000

153,000

141,000

124,000

113,000

107,000

109,000

109,000

09,900 

91,100

91,700

95,200

92,200

93,400

96,200

95,800

3,158.9M

101,900

174,000

50,600

6.266M

APR.

100,000

102,000

05,1-00

93,000

93,200

117,000

195,000

291,000

281,000

245,000

196,000

176,000

160,000

147,000

130,000

135,000

150,000

192,000

254,000 

290,000

306,000

296,000

291,000

283,000

274,000

......

5,968.6M

199,000

308,000

93,000

11,840M

MAY

260,000

260,000

259,000

247,000

235,000

221,000

205,000

196,000

188,000

182,000

187,000

198,000

197,000

187,000

180,000

172,000

167,000

Io9,000

160,000 

105,000

161,000

159,000

154,000

155,000

164,000

237,000

5.963.0M

192,400

260,000

154,000

11.830M

JUNE

264,000

236,000

193,000

163,000

145,000

136,000

123,000

112,000

123,000

118,000

113,000

110,000

107,000

114,000

174,000

237,000

237,000

237,000 

270,000

277,000

276,000

281,000

292,000

304,000

300,000

......

5,951.0M

198,400

304,000

107,000

11, BOOM

JULY

219,000

101,000

177,000

160,000

142,000

130,000

129,000

127,000

112,000

119,000

130, OCO

124, OCO

123, OCO

116,000

100,000

116,000

110,000

101,000 

90,100

94,600

95,403

92,900

91,500

92,300

90,800

82,900

3.731.7M

120,400

219,000

82,900

7,402>'

AUG.

82,600

81,000

77,400

72,700

72,200

73,600

74,700

82,400

72,700

67,000

67,500

64,000

63,600

62,800

64,600

67,000

62,400

64,800 

69,900

70,300

73,900

72,200

80,800

85,900

89,000

84, 100

2,271,2M

73,260

89,000

02,400

4,505M

SEPT.

77,800

72, 100

70,400

74,700

83,200

88,400

88,100

90,oOO

SO, 200

86,000 

107,000

136,000

143,000

137,000

125,000

116,000

111,000

112,000 

112,000

113,000 

114,000

114,000

110,000

108,000

107,000

113,000

121,000 

128,000

3,147.9M

104,900

143,000

70,400

6,244M

CAL YR 1963: TOTAL 40,818,900 MEAH 111,800 MAX 310,000 MIN 40,000 AC-FT 80,960,000 

WAT YR 1964: TOTAL 3°, 286, 200 MEAH 107,300 MAX 308,000 MIN 39,800 AC-FT 77,920,000

M Expressed in thousands
MISSISSIPPI RIVER MAIN STEM

7-02CO. Mississippi River at Thetes, 111.--Continued

DISCHARQE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER TO SEPTEMBER la

31

TOTAL 

MEAN 

MAX 

MIN

AC-FT

,550.6M 

82,280

129,000 

65,700 

5,059M

2,526.4M 

84,210 

114,000 

66,100 

5,OHM

2.034.2M 

65,620 

81,500 

54,500 

4.035M

3,501.0M 

128,200

12,658M 

421,000 

518,OOn 

185,000 

25,110M

CAL YR 1964: TOTAL 40,424,100 MEAN 110,400 

WAT YR 1Q65: TOTAL 73,967,000 MEAN 202,600

M Expressed in thousands.

MAX 308,000 MIN 3^,800 AC-FT 80,180,000
MAYFIELD CREEK BASIN

Location. Lat 36°40'45", long SR'S^'S"', on -ietrt 

way"3D3, 1.8 miles upstream from mon'-h a>v ?.fi 

County.

Drainage area. 1.72 sq mi.

Records available.--October 1952 to September 196£

m = id>= o<" bridge jn State High- 

-V limits of MayMeld, 'Irs-'^s

Gage. --Digital watei~-s tag° recorder and concrete control 

level, datum of 1929. Prior tn Oct 1, 19^

Average discharge.--13 years, 1.70 cfs. 

Extremes.--Maximums and minimums (discharge in 

Annual m

Datura of ^age is 4^8.P2 ft sbov* m°an sea 

, erapbic watPr-staP'" recorder at sarif site and datum.

Mnr. 12, 1961 

Sept.16, 1962

* 304. 4.?8 | Mar. 4, 19E3 2> 4 s.

* 833 7.no Mar r 4, 19K4 "150

5=>2 | 5.14 

1, P 70 | 7.57

No flow for many days in each year.

1952-65: Maximum discharge, 1,8"Q cfs Mar. 29, 1965 (gage height, ^.57 ft in gage well, 7.76 ft 

from floodmark) , from rating curve extended sbo"e 400 efs on basis of contracted-opening measurement of peak flow; maximum gage height. 7.6f ft in gage w°ll, Jan. 92, J9R"; no flov for rnanv days 

in each year.

Flood in March W2 reached a stafr p ,-,f jn.P ft, fr nm information by Inr-al residents

Remarks.--Records good

Revisions (water years). ¥SP 1511:

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

2*

25

26

27

28

29

30

MEAN 

MAX

MIN

IN.

OCT.

0

9

0

0

.08

.02

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.08

0

NOV.

0

0

0

0

0

0

0

0

.20

.0<V

.02

.02

.02

0

0

.50

.06

.04

.02

.02

,02

.50

.20

.06

.02

.02

.02

1.8

.10

.0*

1.8

0

DEC.

.02

.02

0

0

0

.20

.06

.02

.02

.80

6.8

.20

.04

.04

.02

.02

.02

0

0

0

0

0

0

0

0

0

0

.0?

1.0

.20

fc.8

0

JAN.

.10

.20

.60

1.0

,50

.30

.20

.08

.04

.02

.02

.02

.02

2.3

4.6

1.4

.40

« 2 )

.0

.0

.0

.0

0

0

0

0

0

0

4.6

0

FEB.

0

.10

.06

.02

0

."2

38

3.0

1.2

.70

.40

.30

.20

.20

.10

.10

.50

11

.80

6.6

73

37

2.1

1.6

10

1.6

.70

18

 

_____ _

73

0

MAR.

1.5

.70

.40

3.7

5.1

33

3*

7.2

1.1

.90

.70

34

20

1.4

4.8

1.6

.60

1.4

.70

.70

1.6

5.9

' .6

,70

.40

.30

.40

.70

.30

.20

35

.20

APR.

19

2.1

1.4

.70

.60

.50

.20

.20

3.9

1.2

.50

47

2.2

.90

27

5.5

1.0

.50

.30

.20

20

5.0

1.4

.50

9.4

2.5

.60

.20

.20

.50

 

47

.20

HAY

37

1.5

.50

.30

.10

11

45

2B

4.2

t.1

.50

.20

.20

.10

,08

,04

.04

.02

.02

.0?

.02

.06

.04

.02

0

0

0

0

0

0

S-5

0

JUNE

0

.( ?

0

.02

.02

0

0

1.6

.20

.06

.06

.06

.08

2.0

3.«

.10

.06

.04

.06

.04

.02

,04

.10

.04

.02

.02

.04

.10

.02

.02

8.64

3.8

0

JULY

.C2

0

.C2

.C6

-C2

.C4

.02

,C2

.02

0

0

.02

.02

.02

.20

.04

.02

.02 .0"?

.0'>

.0'

0 j; .02

.20

.0"-

.71

13

.21

.0'"- 

.OT

15.00

13

0

AUG.

.02

.02

.02

.02

.02

.02

.0'

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1.5

.04

.04

.02

.02

.02

.02 

.02

 l 

1.82

1.5

0

SEP7.

.02

.02

.02

.0?

0

0

.06

.02

.02

0

0

0

0

0

c

0

c

0

0

0

0

0

0

0

c

0

0

0

0 __ -- - 0.18

.006 

.06

003
MAYPIELD CREEK BASIN

7-022S. Perry Oreek near Mayfield, Ky.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3

4

5

6

7

8

9

LO

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

M[N

CFSM

IN.

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

NOV

0

0

.30

.02

.02

0

0

0

0

0

o

0

.02

.02

,06

3.0

.02

0

0

0

0

11

.80

.10

.04

.04

.02

.02

.0?

.02

15.52

.52

11

0

.30

.34

DEC

.02

.02

.02

.10

.08

.04

.02

.02

40

1.4

2.0

2.2

.20

.10

. 10

3.6

3.2

7.0

1.0

.30

.20

1.2

1.8

.50

.30

.20

1.6

.30

.10

.06

.10

67.78

2.19

40

.02

1.27

1.V7

JAN.

.08

.06

.08

.08

5.3

7.2

1.0

.40

.10

0

0

0

0

14

31

1.6

.60

.30

.30

.20

10

64

3.5

4.7

4.9

18

2.8

.90

.50

.40

.20

172.20

5.55

64

0

3.23

3.72

.20

.10

.10

.10

.04

.02

.08

19

1.2

.60

.40

.30

.20

.80

2.0

.50

1.4

.70

.30

3.7

1.2

41

3.6

11

51

83

6.3

 

_____

228.94

8.18

83

.02

4.75

4.95

MAR

1.2

.60

.60

.40

.20

.20

.20

2.8

a. 2

L.5

L.3

.60

.30

.20

.20

.10

.10

.10

.20

32

9.7

1.3

.60

.40

17

4.1

.90

.50

.20

43

24

152.70

4.93

43

.10

2.86

3.30

APR

2.1

.90

.50

.30

.20

.20

.20

L.I

1.0

26

24

1.9

.60

.30

.20

.20

.10

.10

.08

.04

.04

.04

.02

.02

.02

.20

.02

2.5

.50

.20

63.58

2.12

26

.02

1.23

1.37

10

.70

.20

.10

.08

.04

.04

.02

.02

.02

.02

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.02

o

0

0

0

11.26

.36

10

0

.21

.24

JUNE

0

0

0

0

0

.02

.02

.20

.04

0

3.0

.08

.02

0

.02

.02

.02

.04

.02

0

0

0

.02

0

0

.02

0

0

0

0

3.54

.12

3.0

0

.07

.08

JULY

0

0

0

0

.04

0

0

0

0

0

0

.06

0

0

.40

.06

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.5C

.018

.40

0

.01

.01

AUG.

0

0

0

0

0

0

.30

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

13

.20

.04

.02

0

0

0

13.66

.44

13

0

.26

.30

SEPT.

6.4

.10

.02

.04

.02

0

0

0

.02

.02

0

0

o

4.2

1.4

94

.50

.06

.02

0

0

0

0

0

0

0

0

0

0

0

*

106.80

3.56

94

0

2.07

2.31

WAT YR 1962: TOTAL 836.54

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

I

2

3

4

5

6

7

8

9

10

1

2

3

<,

5

6

7

8

9

0

1

2

3

4

5

6

7

8

S

0

1

TO AL

MA

MIN 

CFSM

IN.

0

o

0

0

0

0

0

0

0

0

0

1.2

4.0

7.7

.25

.06

.01

.01

.01

0

.01

.01

0

0

0

0

0

0

0

0

0

13.26

7.7

0

.01

0

0

0

0

0

0

0

0

0

0

.01

0

0

0

0

0

.01

0

0

0

0

0

0

0

0

0

o

0

o

 

0.03

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.31

.49

.12

.13

.07

.08

.09

.06

.04

3.4

.35

.13

5.27

3.4

0

JAN.

.10

.10

.08

.06

.09

.13

.12

.11

.10

.10

.06

.06

.03

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1.L5

.13

0

0

0

0

0

0

G

0

0

0

4.6

1.2

.24

.15

.10

.04

.02

.04

.04

.07

.08

.05

0

0

.05

.06

.04

.01

.03

 

 

 

6.82

4.6

0

12

L.I

.48

36

29

2.3

.67

.47

.30

.21

40

2.0

.63

.29

.20

5.7

2.1

16

2.5

.61

.25

.17

.13

.09

.09

.09

.08

.05

.04

.05

.04

153.64

40

.04 

2.88

.03

.02

.01

.01

.01

.01

.01

0

.01

0

0

0

0

0

0

0

0

0

0

0

0

.05

.06

o

0

0

.01

.33

4.0

.90

 

5.46

4.0

0

.13

.05

.03

.02

6.9

.90

.13

.05

.02

.01

.01

.01

.01

0

0

0

0

0

0

0

0

0

0

0

0

.04

B.5

13

.54

.09

.03

30.47

13

0

.01

.01

0

0

0

0

.01

0

0

0

0

0

0

0

.01

.05

0

0

0

.01

0

0

0

0

0

0

0

0

0

0

 

0.10

.05

0

0

.05

0

0

0

0

0

0

0

0

0

0

.03

.33

.02

0

0

0

0

0

0

0

0

0

0

0

0

0

.01

0

0

0.44

.33

0

0

°

0

0

0

0

0

0

0

.07

0

4.4

1L

.02

0

0

0

0

0

0

0

0

0

0

0

0

0

0

13

.08

.01

28.58

13

0

.01

.01

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

0.02

.01

0
MAYFIELD CREEK BASIN

7-0225. Perry Creek near Mayfleld, Ky. Continued

1

I

I

4

5

6

7

8

9

10

11

12

13

14

15

16

17

IB

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN 

MAX

MIN

CFSM

IN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

00

0

0

0

0

.05

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.02

1.3

.17

.01

0

0

0

0

0

0

1.3

0

.03

.03

0

0

0

0

0

0

0

0

0

0

0

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.01

0

.0001

.0002

0

0

0

0

0

0

0

0

.06

.02

0

.09

.02

0

0

0

0

.01

.03

.06

.03

.01

0

.03

.06

.02

0

o

0

0

.03

 

.06

0

.008

.009

.02

.01

0

0

.41

.63

.05

.02

.02

.02

.02

0

.48

.10

.55

.26

.08

.14

Z.I

.41

.12

.05

.02

.02

.02

.03

.02

.01

0

_____

2.1

0

.11

.12

0

.01

.04

117

2.1

.55

.26

82

194

16

1.6

.79

.35

.26

.17

.12

.10

.08

.12

.22

.14

.12

.10

.10

.17

.14

.08

.06

.05

.06

.05

194

0

7.86

9.06

.02

.03

1.1

.55

21

3.9

.87

.30

.17

.12

.08

.17

.71

.19

.12

.OB

.05

.05

.06

.04

2.4

.71

.48

1.1

1.5

4.7

4.1

.63

.17

.17

- - -

21

.02

.88

.99

.08

.OS

.04

.02

.02

.01

.01

.01

0

0

.01

.12

.03

.01

0

0

0

0

0

0

0

0

0

0

0

0

0

.17

.01

0

0

.17

0

.01

.01

0

.01

.02

0

0

o

.01

.01

0

0

0

.03

.03

.03

.03

.02

.04

.04

.02

.01

.02

.03

.03

.02

.02

.02

.01

.01

.01

.02

, _

.04

0

.009

.01

.02

.01

.01

.01

.02

1.1

.02

.02

.01

.01

.02

.01

.01

0

.01

.01

.01

.02

.08

.C2

.02

.02

.04

.C4

.03

.0^

.0'

.0'»

.0?

.0?

.01

1.1

0

.03

.04

.01

.01

D

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.19

0

0

0

0

0

0

0

0

0

.19

0

.004

.005

0

D

0

0

0

0

0

0

D

0

0

0

0

0

0

0

0

0

0

0

0

.04

0

0

0

0

9.5

15

.03

0

.82 

15

0

.48

.53

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1961

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

JO

31

MAX

MIN

IN.

0

.02

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.02

0

.0004

 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2.0

0

0

0

0

0

0

0

0

10

.08

0

 

10

0

.26

0

.96

46

7.2

.48

.12

.05

.03

0

24

47

1.9

.55

.14

.05

.02

0

0

0

0

0

0

0

.03

.06

.01

0

0

0

0

.55

47

0

5>

8.

1.

. 1

. 2

. 7

. 4

. 7

72

11

6.

3.

1.

. 9

4.

2.

. 5

. 5

. 6

. 1

. 8

. 3

. 3

1.

. 8

. 9

. g

. 8

.( 3

0

0

72

0

1EAN 1.75

0

0

0

0

0

0

.98

.37

18

15

89

5.2

1.2

.66

.33

.26

.19

.15

.11

.09

.10

.06

.07

.43

.84

.96

24

7.5

 

 

 

89

0

MAX

21

7.9

1.6

2.4

3.6

13

5.1

2.4

1.0

.45

.26

.22

.14

.12

.08

.06

7.6

.68

.22

.15

.13

.12

.09

.14

19

4.4

.99

20

185

2.0

.67

185

.06

L94 

85

.32

.16

19

2.8

.77

2.6

2.7

25

1.5

.34

.10

.02

0

0

2.1

.04

0

.07

2.1

.10

.08

.08

.05

.04

9.0

.62

.04

.01

0

0

 

25

0

4IN 0 

UN 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.09

.10

0

0

0

0

0

.29

.30

.01

0

0

0

.30

0 

.01

CFSM 

CFSM

0

0

.19

.05

0

.14

.05

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

.19

0 

.008

.02 IN 

.40 IN

0

15

28

.61

2.2

.03

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

4.4

.17

0

0

0

0

0

28

0 

.95

13.82 

18.95

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

4.0

.50

0

0

0

0

0

0

0

0

.15 

4.0

0 

.08

.10

5.2

.01

0

0

1.1

0

0

0

0

0

10

.30

0

0

0

0

0

0

0

0

2.9

1.0

0

0

0

0

0

0

o

0

 

.68 

10

0 

.40

.44
MAYFIEID CREEK BASIN 65

7-0230. Mayfield Creek at Lovelaceville, Ky.

Location. Lat 36"57'09" , long 88°49'30", near right bank on downstream side of pier of bridge on 

U.S. Highway 62, 400 ft south of Ballard-Carlisle County line, 1.2 miles south of Lovelaeeville, 

and 4 miles upstream from Wilson Creek. Records include flow of Sugar Creek.

Drainage area.--31S sq mi, includes that of Sugar Creek. 

Records available.--April 1938 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 326.22 ft above mean sea level, unadjusted. Prior to 

July 6, 1939, wire-weight gage at same site and datum.

Average discharge.--27 years, 233 cfs.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annu

Date

Feb. 23, 1961

May 6, 1961

May 8, 1961

Jan. 15, 1962

al ma

Time

2300

1100

2200

2030

xlTtiwn (11 so

Discharge

5,900

4,700

* 6,540

4,280

harge (*

Qage 

height

18.35

17.73

18.58

16.98

) anil peak disc

Date

Jan. 23, 1962

Feb. 27, 1962

Mar. 21, 1962

Mar. 31, 1962

Apr. 12, 1962

harge

Time

1200

1900

1700

0800

0130

s above ba

Discharge

5,160

* 8,780

4,080

4,790

4,260

se (4,0

Sage 

height

17.66

19.07

16.82

17.41

16.97

JO cfs), water j

Date

Mar. 6, 1963

Mar. 4, 1964

Mar. 10, 1964

Mar. 31, 1965

ears

Time

0500

1930

0800

0230

1961-65

Discharge

* 5,110

7,580

» 16,100

* 6,660

Gage 

height

17.63

19.12

20.16

18.73

Water year

1961 

1962 

1963

Date

July 10, 11, 1961 

Oct. 31, 1961 

.Aug. 2-10, 1963

Discharge

13 

13 

14

Water year

1964 

1965

Date

Sept. 8, 1964 

Aug. 29-31, 1965

Discharge

11 

14

1938-65: Maximum discharge, 16,100 cfs Mar. 10, 1964 (gage height, 20.16 ft); minimum daily, 

5.7 cfs Sept. 11, 12, 1943.

Maximum stage known, 21.1 ft in January 1937, from floodmarks (discharge, 19,800 cfs, slopearea measurement).

Remarks.--Records fair except those for periods of no gage-height record, which are poor. Records of 

chemical analyses for the water years 1961-62 are published in reports of the Geological Survey.

Revisions (water years).--WSP 927: Drainage area. WSP 1147: 1938, 1943(M). WSP 1711: Drainage 

area.

DISCHARGE, IN CUBIC FEET PER SECONDt WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

3 

4 

5

6

7

9 

10

12

13

14 

15

16

18 

19

20

21 

22

24 

25

26 

27

28

30 

31

MAX 

HIN 

CFSM 

IN.

16

16 

17 

35

23 

17

18 

16

16 

17

17 

18

IB

16

18

18

18 

18

18 

18

21 

21 

21

24 

24

16 

.09 

.10

25

25 

25 

25

25 

24

38 

57

26

21 

21

145

25 

24

23

28

25 

23 

115

45

21 

.19 

.22

23

18 

18 

20

96 

78

25

18

200

50 

45

42

38 

37

36

37 

36 

40

100 

70

18 

.38 

.44

100

80 

70 

60

55 

50

42 

38

35

92 

1,150

372

110

88

70

40 

38 

36

35 

35

34

.49 

.57

40

80 

45 

40

42 

1,060

356 

208

144

102 

88

80

938

222

530 

231 

1,530

 

40 

4.11 

4.28

626

114 

536 

1,510

4,050

3,420

605 

171

446

850 

334

91

100 

100 

96

92 

642

70 

3.57 

4.11

3,240

276 

186 

140

132 

100

589 

370

2,120

1,260 

3,020

214

590

186

1,530 

260

ISO

111

 n 

3.31 

3.6<)

2,310

260 

180 

210

3,530 

3.08C

5.0CC 

1,180

177 

110

70 

54

48

45 

40

33

70 

33 

24

21 

18

18 

3.66 

4.21

11

19 

18 

72

19 

19

73 

52

37 

37

1,660 

208

42

2-5

22

18

18

16 

18 

18

17

16 

.52 

.58

17

16 

15 

11

1« 

16

1* 

14

16 

18

18 

73

IS

18 

18

18 

2S

22 

16 

827

«2 

26

827 

14 

.27 

.32

24

21 

22

21

ac i<;

20

30 

20

18 

18

20

18

22 

18

BO 

34

21 

18

18

18 

29

80 

18 

.11 

.13

22

18 

IP 

17

18 

60

21 

17

16 

17

17 

16

16

16

16 

16

16 

16

16 

17 

17

17

581

60 

16 

.C<5 

.10
MAYPIEtD CREEK BASIN

7-0230. Mayfield Creek at Lovelaceville, Ky.--Continued

DISCHARGEt IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2 

3

5

6

7

9 

10

11

12 

13 

14

15

17 

18

19 

20

21

22 

23

24

28 

29 

30

MEAN 

MAX 

HIN

CFSM 

IN.

19 

18 

IS

19 

19

18

18

18

18 

18 

17

16

16 

16

15

14

15

14 

14

16.6 

19 

14

.08 

.09

15 

14

17 

16

17 

17

17 

18 

20

37

22 

21

1,540 

110

24 

24 

22

118 

1,540

,55 

.62

22 

22

31

25

2,280 

2,800

156

27

400

123

148

96

78 

49 

38

281 

2,800

1.53

32

1,690 

282

ao

60

40 

240

231

ao

4.020 

4,540 

949

123 

94

702 

4,540

3.82

59

44 

40

1,080 

387

75 

64

141

116

1,980 

4,140

- ;

1.050 

7,210

5.16

MAR.

3S5

100 

86

278

152

106

48

822

164 

107

84 

2,450

771

5,140

4.19

239

83

367

222 

133

82

59

45 

44

85 

150

380 

3,620

2.00

250

40

30 

28

25

21

20

21 

20

21 

21

68.4 

1,000

.37

250

30

30

25 

24

23

23

21 

71

21 

21

21 

30

20 

19

<V2.S 

250

.23

JULY

IS 

19

100 

40

18 

16

39 

26

26 

20

[8 

18

18

16 

16

17 

31

25.0

100

.14

AUG.

17 

17 

17

16 

16

17 

17

16

16 

14

16

16 

16

16 

15

15

20 

49

341

23 

24

35.0 

341

.1?

SEPT.

800 

ISO 

40

30

27 

26

25 

?5

24

24 

24

1,000

500 

02

56 

49

4?

35 

33

20 

19

227 

2,000 

IS

1.19

Note. Mo gage-height record May 1 to July 10.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3 

4

6 

7 

8 

9

11

12 

13

15

16 

17 

18

20

21 

22

24

27 

28 

29 

30 

31

TOTAL

MIN 

CFSM

18 

18 

20 

19

20 

19 

18 

18

138

230

73 

3B 

26

21

9D 

39

23

22 

21 

20 

21 

22

2,173

18 

.33

21 

21 

22 

20

20 

23 

23 

22

22

22

22 

22

22

22

22 

22

19

20 

22 

22 

22

638

19 

.10

22 

20 

20 

21

22 

22 

22 

22

22

23

22 

21 

22

25

38 

32

22

22 

23 

289 

177 

56

1,162

20 

.18

41 

32 

32 

30

36 

32 

33 

32

24

23

24 

25 

26

23

23 

24

23

23 

23 

23 

25 

24

B35

22 

.13

24 

35 

31 

28

28 

29 

28 

24

44

29

26 

24 

23

26

26 

25

24

25 

26

23

.16

547 

380 

158 

350

3,260 

446 

220 

158

362

138

252 

718 

1,200

240

108 

76

48

45 

42 

38 

33 

36

33 

2.88

^. 180

38 

33 

32 

31

30 

29 

29 

28

25

23

24 

26 

25

25

23 

22

23

24 

94 

294 

588

588 

22 

.27

11N 14

95 

48 

36 

29

97 

55 

38 

29

48

35

25 

23 

22

18

19 

19

19

222

750 

769 

77 

37

18 

.44

CFSM

30 

25 

22 

23

23 

22 

22 

21

23

24

25 

23 

22

24

22

20

la

18 

18

la 

la

18 

.10

.46 [N

19 

20 

17 

17

1% 

17 

17 

17

17

18

18

17 

16 

39

16

16 

15

15

16 

16 

Iff 

17 

16

15

.08

6.19

15

15 

14 

14

14 

14 

14 

14

17

2,060

40

28 

27 

25

25

25 

25

24

23 

24 

1,390 

98 

33

14 

.65

23 

21 

20 

21

21 

20 

19 

18

20

20 

21

19

18 

19 

20

20

20

20

19

20 

20 

21

19

18

.09
MAYPIELD CREEK BASIN

7-0230. Mayfield Creek at Lovelaoevllle, Ky. Continued

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

OAY

1

2

}

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

23

24

25

26

27

30

MEAN 

MAX

IN.

OCT.

8

0

0

0

9

9

7

6

0

0

0

0

8

6

9

9

9

9

9

8

e

9

0

0

1

0

1

19.0

.10

NOV.

26

24

23

23

22

22

22

21

21

21

19

22

22

22

22

23

22

2C

24

24

46

20

14

16

18

19

14

21.8

.11

DEC.

14

14

16

19

19

19

20

21

17

21

26

0

9

8

8

8

8

7

7

7

2

0

9

8

8

8

7

572

18. 5

.10

JAN.

16

16

15

15

14

14

13

12

22

26

20

IB

17

Ifi

16

16

16

16

15

23

19

22

20

17

13

14

18

17.2

.09

FEB.

22

17

14

14

24

55

28

18

14

13

14

21

31

22

27

27

23

24

68

44

16

14

16

18

18

19

_____

23.5

.12

MAR.

15

16

20

4,190

6,120

3,620

372

2,750

11,100

15,200

10,400

240

152

120

92

81

70

63

81

72

50

46

71

80

70

58

40

1,864

10.1

APR.

44

44

44

394

352

2,000

326

138

85

69

58

161

179

84

62

51

44

38

35

40

60

57

133

63

155

259

46

177

.93

MAY

35

32

30

26

28

27

26

26

26

23

24

56

61

34

28

24

22

24

24

24

25

24

22

23

24

28

22

28.0

.15

JUNE

16

19

20

20

20

19

17

15

17

19

19

26

37

22

46

36

22

19

17

15

15

17

14

14

13

14

15

19.7

.10

JULY

15

15

14

14

14

16

28

17

15

17

17

16

15

15

15

15

15

16

20

17

16

17

17

17

32

24

14

17.1

.09

AUG.

14

13

13

12

13

13

13

13

14

13

14

14

14

16

18

17

15

18

19

17

32

15

17

28

19

19

15

16.5

.09

SEPT.

4

1.510

42

90.5

.48

WAT YR 1964: TOTAL 71,331

MEAN 90.8 MAX 4,180

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3

5 

6

8 

9 

10

11

12 

13 

14

15

17

19

21 

22

24 

25

27 

28

29

31

MAX

MIN 

CFSM

28 

117

20

18 

18 

18

17

16 

17 

19 

19

20

17

19 

19

20 

18

17

19

20

387 

16 

.16

19 

16

19

17 

16 

16

19

20 

20 

20 

19

16

27

28 

?5

20 

35

60 

40

16 

.12

25 

40

500

200 

170 

150

400

1,500 

300 

102

78

60

50 

50

70 

85

62 

53

55

25 

1.15

118 

314

54

47 

2,850 

3,820

1,520

700 

500 

350

300

200

130 

120

110 

100

82 

76

66 

62

14,123 

456

47 

2.15

2.48

60 

56

50

250 

500 

1.000

2,000

1,500 

500 

200

116

88

70 

63

68 

88

669 

2,360

50 

2.34

1,070 

2,500

715

590 

322 

184

95 

85 

78

666

146

85 

78

80 

438

446 

218

4,680

4.16

642 

204

478

1,840 

1,290 

282

80 

68 

1,380

146

222

91 

78

58 

1,200

155 

89

2.33

42 

36

30

28 

27 

27

26 

25 

25

22

22

52 

24

17 

17

24 

20

15

.It

15 

22

112

67 

72 

164

36 

28 

32

28

27

24 

26

26 

24

24 

23

_____

.24

24

80

100

19 

16 

178

28 

48 

36

21

19

19 

19

19

98

34 

21

18

.79

17 

17

17

17 

17 

16

16 

16 

17

16

16

16 

16

19 

16

15 

15 

14

35

.08

310 

59

46

16 

16 

16

It 220

646 

52 

25 

23

24

16

39 

371

30 

21

17 

17 

19

.53
OBIOH CREEK BASIN

7-0235. Obion Creek at Pryorsburg, Ky.

Location. Lat 36°41'10", long 88°43'35n , on right bank at downstream side of bridge on U.S. Hlghway 45, 0.5 mile southwest of Pryorsburg, Graves County, and 3.1 miles upstream from Cane Creek.

Drainage area. 36.8 sq. mi.

Records available. June 1951 to September 1965.

Gage.--Digital water-stage recorder and concrete control. Datum of gage is 393.55 ft above mean sea 

level, datum of 1929. Prior to Dec. 2, 1954, at about same site but upstream from former bridge 

at same datum. Dec. 2, 1954, to Sept. 30, 1961, graphic water-stage recorder at present site and 

datum.

Average discharge. 14 years, 35.9 cfs.

Extremes.--Haxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (2,000 cfs), water years 1961-65

Date

Feb. 7, 1961

Feb. 22, 1961

Mar. 7, 1961

Mar. 12, 1961

Apr. 12, 1961

May 1, 1961

May 7, 1961

Jan. 15, 1962

Time

1600

0500

1130

2300

1100

0730

1900

0300

Discharge

2,200

* 4,070

2,520

2,480

2,460

2,030

2,720

2,410

Gage

height

9.81

11.60

10.16

10.12

10.10

9.60

10.36

10.05

Date

Jan. 22, 1962

Feb. 23, 1962

Feb. 27, 1962

Mar. 20, 1962

Mar. 31, 1962

Apr. 11, 1962

Sept. 16, 1962

Mar. 11, 1963

Time

1130

1800

2200

2315

0330

0700

0815

0900

Discharge

2,890

2,580

* 3,270

2,550

2,260

3,240

3,260

2,980

Oage

height"

10.53

10.22

10.89

10.19

9.89

10.86

10.88

10.62

Date

Mar. 4, 1964

Mar. 9, 1964

Sept. 28, 1964

Dec. 11, 1964

Jan. 9, 1965

Feb. 11, 1965

Mar. 29, 1965

Time

1600

If30

0530

OflS

1C15

2045

1115

Discharge

4,520

* 5,000

2,190

3,110

3,210

3,430

* 4,970

Oage 

height

12.37

12.85

9.80

10.84

10.96

11.20

12.82

No flow for many days in each year.

1951-65: Maximum discharge, 5,330 cfs Nov. 18, 1957; maximum gage height, 12.85 ft Mar. 9, 

1964; no flow for many days in each year.

Flood of Feb. 14, 1949, reached a stage of 13.0 ft, from information by local residents.

Remarks. Records good. 

Revlslons.--WSP 1711: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND. HATER YEAR OCTOBER 1960 TO SEPTEMBER 19C-1

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Zl

22

23

24

25

Z6

27

28

29 

30

31 

TOTAL

MEAN 

MAX

MIN 

CFSM

IN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0 

0

0 

0

o

0

0

0

0

0

0

0

0

12

2.2

.10

0

0

0

.05

.10

.05

.05

.05

.05

.05

.10

.10

.05

.05

.05

.05

29

6.7

.50

1.71 

29

0 

.05

.05

.10

.05

.05

.05

.10

.30

3.2

.50

.10

.10

170

8.8

1.2

.50

.40

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

5.9 

8.2

2.0

6.55 

170

.IB

.21

2.0

3.0

2.0

1.3

1.0

1.0

.70

.50

.40

.30

.30

.30

.30

8.7

98

26

8.7

5.5

3.5

2.4

1.6

1.0

.70

.50

.40

.30

.30

.30

.30 

.30

.40

5.55 

98

.15

.17

.60

1.4

2.2

1.5

.70

.70

633

85

26

17

13

9.7

8.2

5.5

4.3

3.2

5.5

173

23

22

906

1,830

162

BO

300

72

39

446

_____

~ ~ 

174

4.73

4.92

58

31

22

96

64

819

865

348

68

38

28

509

733

98

135

70

34

40

28

21

38

97

38

22

16

14

15

24

16

11

342

153

4.15

4.79

374

64

38

25

21

18

14

12

29

25

14

938

100

40

620

234

52

30

21

17

253

82

38

24

300

100

34

21

14 

17

119

3.23

3.61

736

70

32

22

19

172

1.240

737

267

50

20

12

9.

8.

T.

6.

5.

5.

5.

4.

4.

5.

5.

4.

3.

2 .

I ^

. 0

. 0 

. 0

. 0

111

3.03

3.49

.20

.20

.20

.20

.20

.20

.20

.40

.50

.40

.20

.20

.10

114

237

7.2

2.4

1.6

1.4

.80

.80

.70

.50

.40

.20

.20

.20

.10

.10 

.05

12.4

.34

.37

.05

.05

.05

.05

.05

.05

.05

.05

.05

0

0

.C5

,C5

.C5

.05

.05

.05

.05

4.2

.40

.11

.05

.05

5.8

1.0

2.1

6.5

226

9.6 

1.8

.71

8.3'^

.50

1.2

1.2

.20

.10

.05

.05

.05

.05

0

0

0

0

0

0

0

0

0

0

.05

0

0

.05

.30

.40

.05

.05

.05

0 

0

0

4.35

.14 

1.2

0 0 

.2! .004

.2- .004

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0 

0

0 

0

0

CAL YR 1960: TOTAL 6,401.40 MEAN 17.5 MAX 533 MIN 0 CFSM . *8 IN 6.46
OEION CREEK BASIN

7-0235. Obion Creek at Pryorsburg, Ky.--Continued

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3

4

5

6

7

8

9

10

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

: o

- i

TOTAL

MEAN

MAX

MIN

CFSM

IN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

G 

0

0

0

0

0

0

0

0

0

0

.10

0

0

0

0

0

0

0

0

0

0

0

0

9.5

.50

.10

0

0

0

256

51

2.0

.50

.30

.20

.10

.10

.10

320.50

10.7

256

0

.29

.32

.10

.10

.10

.20

.20

.20

.1C

.10

1,020

"37

45

75

19

13

12

52

34

L55

26

12

8.0

7.8

29

12

7.6

6.5

18

11

4.7 

3.9

3.5

1,723. LO

55.6

L.02G

.10

1.51

1.74

3.2

2.8

2.7

2.5

68

114

21

10

4.5

3.0

2.3

2.3

2.3

74

873

33

10

6.0

4.0

3.0

127

1.43C

130

80

128

234

90

32

15

12

11

3.53C.6

114

1,430

2.3

3.0")

3.57

10

10

9.0

8.2

7.0

6.0

6.0

5.5

386

36

20

15

13

9.8

11

48

16

33

24

12

49

28

962

194

188

1,580

2,0<?0

485

_____ -

6,261.5

224

2,090

5.5

6.08

6.33

B5

60

50

35

30

25

20

15

197

33

30

22

15

13

11

9.5

9.2

a. 8

9.0

489

455

48

27

20

185

69

17

11

9.3

6L7

3,313.8

107

689

8.8

2.90

3.35

60

29

?2

16

13

11

S.O

19

39

207

1,110

80

25

17

15

13

12

1

.7

.2

<7

.2

.7

.7

.3

.3

.3

3

1 _

.7

1,828.8

61.0

1,110

4.7

1.66

1.85

174

17

11

7.7

5.1

3.5

2.4

2.1

1.6

1.4

.BO

.70

.50

.50

.40

.40

.30

.20

.20

.10

.10

.10

.1C

.10

.10

.2C

.20

.10

.10

.10

.10

231.20

7.46

174

.10

.20

.23

.10

.10

1.2

.60

.30

.10

.10

.10

.10

.10

.30

1.6

.50

.20

.20

.20

.20

 20

.20

.20

.20

2.7

4.2

22

30

5.1

.20

.10

0

0

71.30

2.33

30

0

.06

.07

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

C

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

A

0

0

0

0

0

0

0

0

0

0

0

0

0

1

0

0

0

0

0

0

0

0

12

2.0

0

152

3.9

.10

0

0

0

0

170.00

5.48

152

0

.15

.17

84

'.t

.30

6.9

.20

n

c

n

C

.30

.10

C

0

230

o.C

954

22

6.0

3.2

2.0

1.2

,BC

.6C

.60

.70

.50

'«

.40

.50

1.326.6C

44.2

954

C

1.20

1.34

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

6

7

8

9

10

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

0

TOTAL

MAX 

MIN

IN.

.30

.43

.30

.36

.50

.64

.64

.64

.64

.71

.78

18

104

4.3

2.0

1.1

.8

.6

 5

.5

.6

.3

.2

.1

.1

.1

.1

.1 i

.18

140.61

104

.14

.16

.16

.16

.15

.14

.24

.50

.50

.36

.30

.43

.36

.30

.30

.36

.36

.50

.36

.30

.36

.30

.24

.21

.30

.24

.21

.30

.30

.24

8.78

.50

.24

.24

.24

.24

.21

.21

.21

. 8

. 8

. 8

. 6

. 5

. 5

. 5

. 5

. 8

. 8

. 8

. 4

2.

1.

.94

.55

.51

.48

.44

.45

25

11

50.88

25

2.0

1.7

1.5

1.3

1.6

1.5

1.4

1.3

1.2

1.1

.97

.70

.57

.55

.50

.50

.45

.45

.40

.40

.40

.35

.35

.35

.30

.30

.30

.30

.30

2.0

.SO

4.7

2.6

1.6

1.4

1.4

1.2

.95

26

25

5.3

2.7

2.1

1.4

1.1

1.1

1.2

1.4

1.3

.84

.59

.59

.74

.88

.77

.66

.66

 _ 

 

26

149

19

8.8

334

140

91

54

39

33

1,040

140

63

36

27

163

91

149

76

24

14

11

9.7

8.2

8.2

6.7

5.6

4.B

3.9

3.1

1,250

2.5

2.3

2.1

1.9

1.7

1.6

1.5

1.3

1.1

.98

.86

.78

.72

.66

.72

.73

.61

.57

.47

.42

.40

.34

.28

.24

.23

.40

5.3

248

66

248

12

6.3

3.4

2.5

4.8

1.9

1.4

.99

.74

1.3

1.4

109

11

2.8

1.6

1.2

.73

.48

.35

.22

.14

.11

.10

.13

L.4

206

385

23

9.0

385

2.8

2.?

1.8

1.5

1.0

.78

.64

.43

.21

.14

.11

.10

.09

.09

14

1.6

.52

.23

6.1

1.2

.24

.10

.07

.05

.05

.04

.04

.04

.03

14 

.03

.03

.03

.03

.02

.02

.02

.02

.01

.Cl

.01

c

°.2

R.9

2.8

.27

.06

.C4

.03

.02

.02

.01

.01

.01

.01

.01

.C;

.03

.03

.02

9.2

0

.01

.01

.01

0

0

0

0

0

.04

.05

4.3

160

L.3

.10

.03

.02

.02

.01

.01

.01

.01

.01

.01

.01

.01

.01

.01

163

1.9

331.06

163

0

.08

.0^

.05

.05

.C5

.04

.03

.C3

.C3

.02

.72

5.?

.19

.06

.04

.03

.03

.02

.02

.02

.02

.02

.02

.01

.01

.02

.C2

.02

.02

7.00

5.2 

.01

.007

CFSM 1.26 IN 17.11
OBION CREEK BASIN

7-0235. Oblon Creek at Pryorsburg, Ky. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WAFER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

2

3

4

5

f>

7

8

9

10 

11

12

14

15

16

17

18

19

20

21

22

23

24

25

26

28

29

31

MAX 

MIN 

CFSM

IN.

OCT.

.01

.01

.01

0

0

0

0 

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

.01

.01

.01

.01

.02

'.02 

0 

.0001

.0001

NOV.

.01

.01

.02

.06

.05

.03

.03

.02

.02

.02

.03

.03

.03

.04

.03

.03

.03

.24

.14

.05

.04

.04

.C4

.04

.24 

.01 

.001

.001

DEC.

.04

.04

.04

.04

.04

.05

.07

.08

.07

.04

.04

.04

.04

.04

.04

.03

.03

.03

.03

.03

.03

.03

.02

.02

.02

.08 

.02

JAN.

.02

.02

.02

.02

.08

.07

.07

.07

.12

.07

.07

.08

.OB

.09

.14

.18

.10

.12

.12

.18

.16

.13

.12

.11

.18

.18

.02

FEB.

.14

.13

.13

3.8

24

2.5

.94

.22

.23

.1

.6

.6

.5

.2

2

1

.7

.2

.6

.4

.1

.98

.71

.57

 

.13

MAR.

.7

.9

2,590

292

30

13

1,960

98

46

18

12

10

8.8

.6

.8

.5

.9

.0

.4

.1

.1

.2

.6

.2

.8

.60

APR.

2.7

3.3

7.9

452

221

46

23

18

15

14

14

20

13

11

10

9.3

8.5

7.5

30

17

13

50

48

35

11

12

2.7

HAY

6.9

6.0

4.7

3.2

2.8

2.5

2.5 

2.2

2.4 

2.5

43

3.5

2.2

1.8

1.5

1.3

1.1

.85

.78

.64

.57

.71

.85

.85

1.4

2.0

.71

.57

JUNE

.30

.21

.15

.12

.10

.06

.03 

.02

.01

0

35

2.6

6.9

s.R

1.7

.85

.43

.18

.12

.07

.03

.01

0

0

0

0

0

JULY

0

0

0

0

2.2

3.0

.64 

.21

.30 

.24

.15

.03

.Cl

0

0

0

0

0

20

11

1.0

16

2.6

2.5

.21

.n

.02

2.2-

0 

.0-

.07

AUG.

0

0

0

o

0

0

0 

0

0 

0

?

0

n

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0 

0 

0

0

SEPT.

0

0

o

0

Q

0

0 

0

0 

0

0

n

0

0

Q

Cl

Q

0

0

c

0

0

0

455

5. 1

25.6

45* 

C 

.70

.78

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

4

5

6

7

8 

9

10 

11

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX 

MIN

CFSM

IN.

.64

278

7.9

.92

.18

.09

.06

.05 

.05

.04

.03

.03

.04

.05

.04

.04

.04

.04

.04

.04

.04

.04

.04

.04

.04

.04

.03

.03 

.03

.03

.25

.29

.03

.02

.02

.01

.01

.01

.01

0

0

0

.01

0

0

0

0

.01

,35

2.5

.11

.03

.03

.03

.03

.02

.02

108

1.0

.15

0

.13

.15

.08

.78

628

458

25

5.6

2.4

1.7 

1.0

1,580

41

18

9.7

6.

4.

2.

1.

1.

1.

1.

1.

1.

8.

2.

1.

. 2

. 5

. 8 

. 4

.08

2.74

3.16

94

172

44

15

11

8.3

6.9

5.1

162

72

33

48

86

19

15

12

11

1L

11

11

13

9.7

8.8

6.0

5.2

4.4

3.7 

2.9

2.9

2.85

3.29

2.

2.

2.

2.

2.

2.

6.

5.8

2,100

66

39

23

19

17

15

13

11

9.7

8.3

7.9

10

17

18

386

224

 

::::::

2.5

3.90

4.07

364

283

61

59

88

201

130

82

18

13

12

9.8

8.6

16

2

1

.4

.0

.3

.6

.2

35

21

3<

17

3,09

19

5

6.2

5.07

5.84

30

19

363

129

35

177

349

376

28 

18

8.6

7.7

67

14

8.8

7.1

16

7.0

5.4

4.3

3.5

3.1

175

21

8.1

5.8

4.3

3.5

3.1

1.80

2.00

2.9

2.6

2.3

2.1

1.9

L.7

1.6

1.3

1.3 

1.1

.82

.66

.51

.53

.28

.21

32

5.2

1.3

.80

1.9

.63

.32

.41

3.6

1.1

.50

.25 

.16

.16

.06

.07

.12

.11

.11

.16

.10

.55

1.6

.48

12 

21

.2

.1

.1

.1

.C<

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.08

.05

.04

.04

.07

106

858

15

184

3.5

2.2

1.7

2.0 

1.5

.55

.59

.2?

.17

.l<i

.11

.01

.08

.OT

.06

.05

.04

35

12

1.2

.44

.15

.10 

.0"?

858 

.04

1.08

1.24

.06

.05

.04

.03

.03

.03

.03

.03

.03 

.02

.02

.02

.03

.03

.02

.02

.02

.02

.02

36

2.8

.13

.04

.03

.02

.01

.01

.01 

.02

36

.01

.03

.04

172

1.5

.31

.11

5fl

1.5

.32

.08

.03 

237

2.0

1.?

."7

.65

.30

.15

.11

.10

20

21

2.7

1.1

.70

.5

.3

.2

.2

.1

18. 

23

.C

.4

WAT YR 1965: TOTAL 20,518.70 MEAN 56.2 MAX 3,090 MIN 0 CFSM 1.53 IN 20.74
BAYOU DTJ CHIEN BASTN

Location.--Lat 36°37'43", long 88°57 IIin" i on left bank at upstream side of bridge on TT S. Highway 51. 

1.1 miles upstream from Cane Creek, 3J mi

7-0240. Bayou du fhien near "linton, Ky,

on left bank at upstream sid 

miles southeast of Clinton, 

upstream from mouth.

Drainage area. 68.7 sq mi.

Records available. October 1939 to September 1965. Monthly discharge only for some ceriods, published in WSP 1311. Prior to October 19F,4 , published a=. Bayou de Chien'near Clinton.

Gage. Water-stage recorder. Datum of gage is 307 71 ft above mean sea level, unadjusted. Prior tr 

Aug. 2, 1951, wire-weight gage read twice daily at same site and datum.

Average discharge. 26 years, 88.1 cfs.

Extremes. Maximums and minimums (discharge in cubi" feet p<=r s^oond . gae-» bright In feetl . 

Annual maximum discharge (*) and peak discharges above base (2.000 cfs). water years 1961-65

Date

Feb. 22, 1961

May 8, 1961

Dec. 10, 1961

Jan. 23, 1962

Feo. 27, 1962

Time

2200

1900

1000

1100

1900

Discharge

* 3,220

2,610

2,020

2,060

* 4,690

Gage 

height

13.85

13.58

13.2:;

13.50

14. 37

Date

Mar. 31, 1962

ftpr, 12, 1962

Mar. 5, 1963

Time

1200

D130

2300

Mar. 5, 1964 |0830

Discharge

2,170

2,370

* 2,450

4,660

Gage 

height

13.36

13.46

13.50

14.36

Datp

Mar. 10, 1964

Dec. 12, 1964

Jan. 10, 1965

Peb. 12, 1965

Mar. 30, 1965

Time

0300

0530

0830

1130

OZOO

Diseharg*

* 6,14"

2,550

2,480

2,820

* 3,860

Sage 

height

14.fln

13.5*

13.74

13.91

14.28

discharge, water yea

Water year

1961 

1962

1963

Date

Oct. 4, 1960 

Oct. 27, 1961

Aug. 8, 9, 10, 1963

Discharge

a 10

9.8

Water year

1964 

1965

Date

Sept. 13, 1964 

Aug. 30, 3:, 1965

discharge

9.0 

9.5

1939-65: Maximum discharge, 6,880 cfs Jan. 15, 1951 (gage height, 15.0 ft, fron graph based on 

gage readings); minimum daily, 4 cfs May 29, 1943 (affeo^ed by backwater from Mississippi River).

Remarks.--Records poor.

Revisions (water years) .--MSP 1311: 1940(M) , 1942-44(M). VISP 1711' Drainage area

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

I 

DAY

1 

2

3 

4 

5

6

7

10

12

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28

31

TOTAL

M£»!, 

MAX 

MIN

OCT.

11 

11

10 

12

13 

15

14

14

15

15 

14 

14 

15 

15

14 

14 

14 

14 

14

15 

14 

14

13

426 

13.7 

15 

10

NOV.

13 

13

14

13

13 

12

18

14 

13

13

12

32 

16 

14 

13 

13

13 

16 

26 

15 

14

13 

13 

42

19

523 

17.4 

50 

12

DEC.

16

16 

18

32 

27 

19

17

20

339

50 

24

20

19

18 

17 

16 

16 

15

15 

15 

15 

16 

16

15

15 

16 

28

28

21

932 

30.1 

339 

15

JAN.

32

25 

22

20 

19 

17

16

15

15

14 

14

31

134

58 

36 

27 

23 

20

19 

IB 

17 

17 

16

15 

15 

14 

14

14

14

772 

24.9 

134 

14

FEB.

25

19 

,18

19

484 

616

79

48

38

32 

27

22

20

18 

21 

234 

58 

42

533 

2,110 

1,610 

158 

471

120 

60 

704

 

 

7,627 

272 

2,110 

1

MAR.

58

342 

360

1.070 

1,190 

1,320

276

76

59

237 

1,110

698

260

145 

60 

46 

46 

38

182 

192 

87

57 

48

42 

56 

72 

52

44

570

8,995 

290 

1,320 

37

APR.

464

74 

61

56 

44 

39

144

83

48

948 

1,220

IBS

539

1,030 

200 

76 

59 

49

370 

123 

76 

56 

235

793 

130 

74 

59

96

 

8.531 

284 

1,220 

39

MAY

631

104 

102

534 

1,100 

2,020

256

76

39

33

27

22 

22

21 

18

19 

20 

21 

18 

16

16

4 

4

4

7.795 

251 

2.070 

13

1

JUNE

13

13 

13

13

3 

6

5

5

7 

0 

2 

9 

8

7 

6 

5 

4 

4

3 

3 

3 

13

13

 

1,430 

47.7 

799 

13

JULY

25

13 

13

13 

13

3

3

5

13 

32 

37 

119 

IB

15 

15 

16 

48 

56

20 

14 

94 

24

800 

75,8 

119 

12

AUG.

24 

18

16 

16 

16

16

If,

16 

16 

16 

16 

33

15 

14 

14 

61 

18

15 

14 

13 

12

588 

19.0 

61 

12

SEPT.

24 

13 

12

12 

12

14 

51 

2

5

16 

15 

15 

14 

13

13

13 

13 

13 

13

13 

13 

13 

13

471 

15.7 

51 

12

CAL YR 1960! TOTAL 20,744 MEAN 56.7 MAX 1,060 MIN 10 CFSH .83 IN 11.23 

WAT YR 1961s TOTAL 38,890 MEAN 107 MAX 2,110 MIN 10 CFSM 1.55 IN 21.05 ______
BAYOU DU CHIEN BASIN

7-0240. Bayou du Chien near Clinton, Ky. Continued

DISCHARGE, IN CUBIC FEET PER SECONDi WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3

5 

6

7 

8 

9

10

12

14 

15

17

18 

19 

20

21 

22

24

26 

27 

28 

29

30

MEAN 

MAX 

WIN 

CFSM

14

12 

12

12 

11

11

11 

11

11

12

11 

11

12 

12 

11 

11

12 

12

11

10 

9.8 

10 

10 

11

11.3

9.8 

.16

12 

49

12

12 

12

11

12

14 

14

22 

17 

15 

14

13 

568

210

29 

24 

21

20 

IB

89.0

11 

1.30

15 

14

32

IB 

15

190

27 

20

227

218 

67 

30

22 

21

28

19

38 

26 

18 

14

137

14

2.00

14 

14

113

48

16

121 

1.2BO

83 

47 

35 

28

215 

1.190

343

401 

202 

67 

48 

41

245

14 

3.56

27

24

24

48

38 

36

53 

118 

78 

46

116 

85

1,620

It 220 

3,710 

2,980

443

21 

6.44

111

70

62

74

42

38

30 

29 

36 

422

1,390 

701

48

285 

64 

41 

29 

868

29 

3.89

39

25

69

1,170

46 

33

24 

20 

IB 

16

14 

13

13

13 

13 

108 

151 

26

13 

2.18

49

26

11 

19

15

14 

13

12 

12 

12 

11

12

13

11

19 

14 

13 

12 

12

11 

.72

68

134

19

18 

26

13

12 

12

11 

11 

11 

11

11

11

12

24 

13 

12 

12 

11

11 

.36

11

11 

11

10 

16

26 

40

80

228

14 

18

13 

12 

12 

12

12 

12

11

11

10 

10 

10 

32 

12

228 

10 

.46

11

11 

11

10 

10

10 

10 

10

10

10

10 

10

10 

10 

10 

10

10 

30

12

66 

18 

15 

13 

14 

88

169

10 

.32

5 6

0 

4

8 

6

5 

5 

4

5

4

1,0 0

5 0

6 3 

3 

8 

4

2 

9

8

7 

6

4 

4

4

1,110 

14 

2.14

CFSM 1.77 tN 23.97

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1 

2 

3 

4

6

7 

8 

9 

10

1 

2

3 

4

6

7 

8 

9 

0

1

2 

3

5

6

7 

8

0

1

ME N

HIM 

CFSM

OCT.

14 

14 

14 

13

14 

13 

14 

13 

13

13 

14

170 

356

70 

60 

23 

20 

18

18 

18 

17

17

17 

17 

17

18 

17

36.4

13 

.53

NOV.

17 

17 

17 

17

16 

20 

19 

18 

17

17

18

18 

18

17 

17 

18 

19

IB

18 

18 

17

17

17 

17 

18

19

17.6

16 

.26

DEC.

19 

19 

18 

19

19

19 

19 

19 

19

20

22

22 

22 

22 

22

30

94 

32 

32

25

22 

21 

22

40 

34

27.6

IB 

.40

36

JAN.

30 

28 

26 

24

30 

28 

27 

26 

26

25

24

24 

24 

24 

23 

22

22 

22 

22

21

21 

21

20

21 

21

24.0

20

IE AN 119

FEB.

31 

47 

32 

23

24 

24 

24 

24

90

100

21

20 

20 

20 

20 

22

20 

IB 

17

17

18 

18

IB

~:::

27.7

17

MAX

MAR.

274 

69

38 

230

1,180 

69 

38 

38 

37

885

88

219 

150 

100 

138 

54

43 

35 

32

30

28 

26 

24

22 

22

223

22

S.710

APR.

20 

20 

19 

18

17 

16 

16 

16 

16

15

14

4

7 

5 

3

5

14 

14 

13

14

13 

14 

48

233

37.1

13

UN 10

MAY

37 

24 

20 

18

18 

17 

17 

17 

17

18

16

14 

14 

13 

13 

13

13 

13 

13

17

41 

599 

381

40 

29

53.0

13

CFSM

JUNE

19 

17 

16 

16

15 

14 

14 

13 

13

13

13

192 

19 

16

14 

14

16 

14 

13

13

12 

12 

16

11

20.2

11

1.74 IN

JULY

11 

11 

11 

11

11 

11 

11 

11 

11

11

12 

15

11 

11

14 

13 

12

11 

11 

11

10

10 

20 

27

19 

17

12.9

10 

.19

.22

23.60 

8.90

AUG.

15 

13 

12 

11

9.6 

9.3 

9.0 

9.0 

28

12

4 3 

8

5 

4 

4 

4 

4

4 

4 

4

3

3

3 

3

0

7

42.0

9.0 

.61

.70

SEPT.

15 

14 

14 

14

13 

13 

11 

11

10

10 

16

77 

13

12 

11 

11 

11 

11

11 

11

10

10

10 

10 

10

10

13.8

10 

.20

.22
BAYOU DU CHIEN BASIN

7-0240. Bayou du Chien near Clinton, Ky. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 19*4

2

3 

4

7

8

9

10

11

12

14

16

17

18

19

21

22

23

24

25

26

27

28

29

30

31

MEAN

MAX

MIN 

CFSM

IN.

10

10 

10

10

10

10

10

10

10

10

10

10

10

10

10

10

10

11

11

11

11

11

11

11

11

10.3

11

10 

.15

.17

12

12

13

14

13

13

13

13

13

13

14

14

16

16

14

17

47

16

14

13

13

13

13

13

_____

14.8

47

12 

.22

12

12 

12

16

18

15

14

18

20

15

14

14

14

16

13

13

24

20

15

16

16

16

16

14

14

15.1

24

12

15

18 

19

18

17

26

20

18

24

17

16

16

16

18

21

19

18

61

30

18

17

16

16

16

27

20.9

61

15

19

18 

18

32

28

22

23

22

23

32

30

25

25

55

26

25

20

20

20

19

18

18

18

 

_____

30.0

146

18

18

22

35

1,420

5,180

4,500

1,000

168

71

37

32

28

32

30

26

24

24

26

28

20

20

18

17

16

594

5,180

17

19

22

97

38

29

26

24

26

36

22

20

20

19

73

68

40

70

128

39

209

138

37

30

_____

81.7

701

18

28

26

22

22

21

21

22

84

20

1

1

1

1

1

1

1

1

1

1

8

2'

1

1

1

26.3

103

11

11

11

11

11

11

11

11

22

17

16

14

14

13

13

14

14

14

14

14

14

14

14

15

_____

25.5

379

11

.09 IN

14

14

13

12

12

12

12

12

12

12

12

11

12

14

14

12

13

12

12

11

11

11

11

11

U. 5

18

11

11

10

9.9

9.3

9.3

9.3

9.3

9.3

9.3

9.9

12

12

11

11

10

30

12

11

10

26

10

14

9.'

9.

9.

11.

30

9.3

9.3

9.3 

9.6

9.3

9.3

9.3

9.3

9.3

9.3

9.6

9.6

12

16

10

11

14

13

10

9.9

9.9

463

643

34

16

______

47.4

643

9.3

.77

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER

1

2

3

4

5

7 

8

10 

11

12

13

15

16

17

18

20

21

22

24

25

26

27

28

29

30

31

MEAN

MIN

CFSM

IN.

15

108

20

14

14

13 

13

12

12 

12

11

11

11

H

11

11

11

11

11

11

11

11

11

12

12

15.3

11

.22

.26

12

12

12

12

12

12 

13

12

13 

14

13

14

14

17

28

12

10

11

19

13

12

233

23

13

_____

25.2

10

.37

.41

11

17

616

668

57

16 

16

100

161

35

31

28

23

22

24

26

29

32

29

24

22

22

22

22

168

11

2.45

2.82

125

166

70

35

28

26 

26

2,080

112

69

120

51

34

31

31

34

62

36

35

27

26

22

19

17

170

17

2.48

2.86

15

14

14

14

16

32

26

804

583

48

36

31

26

20

19

16

22

31

44

312

622

______

 

_____

235

14

3.42

3.57

313

425

95

93

149

251 

157

62

52 

46

39

36

270

78

40

36

35

35

238

641

118

148

2,410

2,410

205

288

34

4.19

4.83

88

54

438

343

113

912 

744

69

36 

27

142

48

34

30

28

25

23

20

498

189

46

34

28

25

 

152

20

2.22

2.47

23

22

20

18

18

16 

15

16

14 

13

13

12

12

12

88

16

15

14

14

15

32

16

15

14

14

18.4

12

.27

.31

JUNE

14

14

14

14

15

22 

16

120

50 

33

31

30

28

26

24

22

22

22

21

21

20

20

20

20

 

33.2

14

.48

.54

JUIV

20

42

774

303

764

28 

19

13

14 

13

13

14

20

25

14

12

12

11

12

12

12

12

13

13

12

75.5

11

1.10

1.27

AUG.

12

12

12

12

12

12 

12

12

11 

11

11

11

11

11

10

10

42

12

11

11

10

9.6

9.8

9.8

11

13.2

9.8

.19

.22

SEPT.

291

18

14

14

43

14 

13

12

175 

26

26

24

21

20

17

113

204

19

15

14

12

12

11

13

_____

54.7

11

.80

.89
OBIUN RIVER BASIN

7-0243. Beaver Creek at Huntingdon, Term.

Location. Lat 35°59' 

way 70, 0.3 mile s 

and 5.6 miles upstream from confluence with Crooked

Oage.--Digital water-stage recorder. Altitude of gage is 365 ft (from topographic map). Dec. SI, 

~^"T945, to Oct. 3, 1962, staff gage 30 ft downstream at same datum. Jan. 6, 1954, to Oct. 3, 1962,

crest-stage gage at same site at datum 1.17 ft higher. Oct. 4, I9b2 , to .June 59, 1965, graphic

water-stage recorder at same site and datum.

Date

June 8, 1961 

Feb. 28, 1S62

Mar. *j, 196o

Tllue

-

1930

Discnarge

+ 2,290 

* 2,640

Gage

height

9.73 

10.04

Date

Mar. 12, 1963 

Mar. 10, 1964

Time

0333 

ObOO

Dec. 4, 1964 .=..

Dl^rse

1,600 

* 3,410

neight

10.64 

11. b3

4,,_HO | j .tr

Dec. 11, 1964 

Feb. 12, 1965

2830 

0100

Annual minimum discharge, water years lb6^-65

Water ye ir

1963 

1964

Date

July 10, 11-13, 

Sept. 19-26, 19b3 

May 25-27, 

June 9-11, 1364

Discharge

22 

22

Gage height

a 1.77 

b l.t(3

Water year

1965

Date

May 17, 1965

Diach

S dig

1,860 

» 5,4,50

Gage 

height

10.71 

12.76

rge

19

Gage height

i.ao

a Occurred July 10, 11-13, 1963.

ed May C6, E7, June 10, 1964.

1954-65: Maximum discnarge, 5.45U cfs .Keb. 1C, 196h (gage height, 12.76 ft), from rating curve 

extended above- 3,600 ofs.

1962-t>5: Minimum discharge, 19 cfs Maj 17, 1965; minimum gage height, 1.77 ft July in, 11-13, 

1963.

Revisions. The figure of maximum discharge for the water year 135b has teen revised to 4,310 

cfs Jan. K9, 1956 (gage height, 12.28 ft, present datum), superseding that published in WSP 1661.

 l ocr2 

3 

4 

5

6 

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

IB 

19 

20

a

22 

23 

24 

25

20 

27 

28 

29 

30

31

MAX

MI\

IN.

26

26 

26 

25

Zfc

26

26 

28

28

41 

58 

31 

30 

29

29 

30 

28 

28 

28

28 

28 

28 

28 

29 

30

~~ ^l*

58 

25

30

30 

30 

30

30

33

32

33

33 

33 

58 

39 

35

36

40 

34 

34

34

33 

32 

36 

38 

36

30

34

34

34

34

33

41 

38

36 

36

59 

48 

38 

34 

38

42 

36

34 

61 

48

32

34

34

34

34

28

28 

30

38 

36

30

41 

33

32 

34 

30 

28 

41

i&

53 

42

42

36

96

41

32

34

61 

52

40

42 

36 

42

82

208

62

755 

1.420

78

180 

502

87 

62

48

72 

50 

45 

41 

38

_ mi ___- ^

90

30 38

34

42

34

32 

31

30 

32

42

28

28 

30 

9L 

184 

135

_ 

26

33

30 

28 

27

26 

27

25

24

24

38

115 

79 

284 

178

49

23

26

24 

24 

24

24 

24

70 

32

30

26

24

25 

28 

26 

25

_ -___

24

23

2? 

2<t 

23

23 

?2 

42

24 

2<(

"

24

32 

33

40 

26 

26

22

25

24 

24

30 

?6 

26

24 

24

?6

24

24 

24 

23 

330 

186

23

2fi

24 

23

23 

31

24 

24

22

2?

23 

23 

24 

26 

?4

- 

22

HAT »R 1963s TOTAL Ii,8v5 MEAN 3-.. 3 MAX i,460 PlIN it ChSW .96 IN 13.33
OBION RIVER BASIN

7-0243, Beaver Creek at Huntingdon, Term.--Cortinned

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER l9i<-4

I

2 

3

5

7

9 

10

11 

12 

13 

14

16

17 

18 

19 

20

21

23 

24

26

27 

28

30 

31

MAX 

MIN

IN.

Hot

24

24

24

24

24 

24

24 

24 

24 

24

24

24 

24 

24 

24

24

24 

24

24

24

25

24

.50

e . - -No ga

31

28

38

31

28 

28

26 

26 

26 

26

28

28 

35 

37 

36

58

74

35

30

32

26

.69

ge-helght

30 

29

28

28

32

30

82 

93 

43 

35

28 

30 

28 

28

27

28 

30

46

35 

32

27

.74

record A

32 

34

39

66

541 

216

68 

139 

82 

50

40 

48 

61

44

39 

248 

198

42

39 

56

32

1.83

1EAN 103

pr. 3 to

61

46

86

79

48 

45

42 

39 

134 

89

89 

116

103

68

50 

50

51

39

1.47

MAX

May 12.

*6 

52

82

880 

2,650

765 

141

79

45 

56 

71

56

40 

39

43

33 

33

33

5.58

,650

APR.

32

50

1.000

900

250

100

70 

90 

700

50 

60 

45

250 

500

350

350

90

1,300 

32

6.67

IN 22

MAY

60 

120

50

35 

100

450 

500 

244

30 

28 

26

74 

24

78

26 

34

500 

22

2.33

CFSH 1

43 

3C

26

23

22 

22

22 

26 

27

28 

24 

24

24 

28

26

29

43 

22

.52

.85 IN

32 

30

28

277

2<> 

?6

26 

378 

757

28 

26 

118 

203

30 

29

28

53 

28

378 

26

1.51

25.20

26 

24

25

31 

26

26 

25

24

610 

62 

35 

29

53 

29

66

33 

30

927 

24

2.41

26 

28 

28

26

26 

76

26 

25 

?4 

24

30 

35 

2T 

26

31

44 

28

IBS

122

361 

24

.95

DISCHARGE, IN CUBIC FEET PER SECOND, yATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

I

2 

3

4 

5

6

7 

8

9 

10

11

13

15

16 

17 

18 

19

20

21

23 

24

25

27 

28 

29 

30 

31

TOTAL

MEAN 

MAX 

MIN

IN.

48 

38

31

30

30 

30

28 

27

27

28

28

28 

28 

28 

29 

28

28

29

30 

47 

38

33

960 

31.0 

48 

27

.64

NOV

32 

32

32 

32

32 

33

32 

32

32

34

31

31

35 

40 

291 

3<!7

93

48

57 

172 

82

2,082 

69.4

31

51

61

3,420 

1,140

202 

85

60 

86

1,280

309

70

63 

62 

47 

42 

70

63

59

80 

64 

58

92

10,571 

341

42

121 

216

81 

67

59 

55

609 

1,460

554

93

74

118 

56 

57 

52 

58

56

63

40 

39

28

4,714 

152

28

FEB.

32

29

34

45

90

86 

480

2,160

608

84

72 

66 

61 

56 

51

53

47

144

8,890 

318

202 

74*

146

125 

116

78 

64

57

68 

58

48 

134 

83 

56 

53

49

47

109 

827

219

227

90 

72

481

404 

706 

182

69 

77

61 

53

54 

45 

43 

66

44

39

35

33 

30

138

28 

26

24

24 

23 

22

20 

34

26 

22

20 

20 

21 

22

30

22

41

241 

52 

36 

32 

30

35.1

.73

28 

32

27

26 

25 

54

54 

83

39 

38

44 

40 

38 

36 

35

34

38

32 

30 

28 

27

46.9

."4

25 

25

89 

40

30 

27 

26

311 

92

30 

29

26 

26 

25 

25 

25

25

24

26 

25 

25 

24 

24

41.5 

310

.86

27 

25

24 

24

24 

55 

38

25 

24

24 

24

23 

23 

23 

23 

23

??

23 

74

24

25 

25 

24 

24 

26

25.5 

55

.53

38 

25

26 

?<!

25 

24 

24

24 

58

29

30

31

28 

25 

24 

25 

29

24

37

2R

2*

25 

24 

24 

76

868 

28.0 

59

.58
OBIOK RIVER BASIN

7-OS45. South Fork Obion River near Greenfield, Term.

Location.-Lat 36°07'05", long 88°48'39", on left bank 75 ft downstream from bridge or U.S High- 

 SayT5E, 1.1 miles downstream from Mosley Branch, 2.5 miles south of Greenfield, Weakley County, 

and 9.7 miles upstream from confluence with Middle Fork.

Drainage area. 383 sq mi.

Records available. July 1929 to September 1965.

Gage.-Water-stage recorder. Datum of gage is 300.36 ft (revised) above mean sea level, datum of 

^929, supplementary adjustment of 1955. Prior to June 22, 1939, staff gage at site 75 It upstream

at same datum.

Average discharge.--36 years, 561 cfs. 

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

(3,000 Cfs, ised), water years 1961-65

Date

Mar. 8, 1961 

Apr. 16, 1961

June 12, 1961

Dec. 11, 1961 

Dec. 19, 1961 

Jan. 25, 1962

Time

2200

2400

1800

2000

Discharge

* 6,620 

3,000

3,000

8,720 

6,140 

4,450

Oage

height

15.76

15.10

16.04

15.69 

15.39

Date

Feb. £6, 1962 

Mar. 12, 1962

Apr. 13, 1962

Mar. B, 1963 

Mar. B, 1964

Time

2400

1200

1200

1300 

0830

Discharge

* 12,400 

3,050

6,080

* 4,700 

5,330

Gage

height

16.48 

15.11

15.44 

15.59

Date

Mar. 12, 1964 

Aug. 18, 1964

Dec. 6, 1964

Dec. 14, 1964 

Jan. 13, 1965 

Feb. 13, 1965 

Mar. 31, 1965

Time

0030

1900

1800 

0600 

1600 

2400

Discharge

* 8,320

8,520

3,850 

3,480 

* 15,500 

4,340

height

15.99

6.02

5.35

5.27 

6.80 

5.44

Water year

1961 

1962 

1963

Date

Aug. 18, 1961 

Oct. 1, 1961 

Aug. 4, 1963

Annual mi

Discharge

86 

94

88

Gage height

6.95 

a 6.59 

b 6.72

Water year

1964 

1965

ars 1961-65

Date

Aug. 5, 6, 14, 15 

Aug. C5-27, 

Sept. 9, 10, 1965

Discharge

86 

85

Gage height

c 6.69 

d 6.40

a occurred Aug. 21, 1962. 

b Occurred July 13, 1963. 

c Occurred Sept. 14, 15, 1964. 

d Occurred Aug. 25-27, 1965.

1929-65: Maximum discharge, 25,600 cfs Jan. 22, 1937 (gage height, 17.82 ft, from floodmarks), 

from rating curve extended above 14,000 cfs; minimum, 61 cfs Aug. 21, 1944; minimum gage height 

observed, 1.5 ft for several days in August and September 1930.

Remarks. Records fair except those for periods of no gage-height record, which are pocr. Records of 

chemical analyses for the water years 1964-65 are published in reports of the Geological Survey.

Revisions (water years). W3P 1311: 1936(M) .

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1 

2 

3

5

6

7

a

10

13

15 

16 

18

20 

21

24

25

31

MIN 

IN.

104 

99 

92

122 

119 

115

117

99

107 

98 

94

93

98

115

.31

140 

130 

115

122 

122

724

248

167 

201

130

181

.66

184 

159

286 

517

227

340

246 

215

185

770

.63

282 

248

183

166

403

393

152

.96

279 

849

1.000

518

306

1.040

2.43

1.390 

2.190

1,870

1.100

587

882

4.16

420 

320

800

2,000

900

400

____f

2.62

448

349

1.040

577 

686

189 

404

521

143

1.69

30 

24

61 

155

1,560

2,780

1,720 

499

186 

177

146

_JL

1.79

111

110 

437

248 

167

110

172

181

148 

135

228 

201

290

133

.61

119 

242 

161

ISO 

123

116

114

109

95 

87 

87

92

95

184

95

320

.40

106 

110 

103

145 

166

114

99

102

100 

97 

95

94 

94

92

109

166

.285 

.32

CFSM .864 IN 11.77 

CFSM 1.23 IN 16.77
OBION RIVER BASIN

7-0245. South Fork Ob Ion River near

l

2 

3 

4 

5

6 

7

8

9

U 

12

IB 

20

21 

22 

23

25

27 

28

31

MEAN 

MAX 

MIN

IN.

318

193 

154

121

116 

112

107 

108

108 

108

112 

114

130

13*

318 

105

.40

213

132 

117

435 

338

73B 

602

1.10

Z80

6,500

5,540 

4,030

820 

403

6.65

584

186

684 

636

3,980 

834

3.19

378 

411

2,760

4.52

845

,310 

.380

,390 

,400

,600

5.58

Greenfield, Tenn. Continued

852

888 

621 

496

418 

372

299

286 

272

4.17

1,210

133 

129 

125

123 

123

241 

192

147

2,100

1.43

144

301 

192

118 

113 

115

125 

113

322

200

513

.535 

.60

12 

11

11

11

167

403

41 

20 

12

09 

06 

04 

06 

99

137 

118

121

146 

413

.331 

.44

117

111

106 

113

111

102 

100

99

99 

98 

98

97 

97 

101 

106 

109

131

146

104

108 

146

.282 

.32

119 

\"

415 

346

312 

209

238 

224

826

467 

366 

272

174 

143 

135 

128 

127

148 

135

256 

826

.668 

.75

500 MIN 87 CFSM 1.70 IN 23.12

2

3

5

7 

8

10 

12

14 

15

18 

19

21

23 

24

27 

28

31

MIN

IN.

118 

112

109

106 

106

498 

439

197

130

118 

118

139

105

30 

18

18

118

190 

169

180

170

160 

160

 

118

164 

161

156

147

140 

140

180

170

190 

170

220

136

180

170

160

140 

130

1BO

140

160

160

130

300

210

200

264

187

172

162

177

 

155

532

2,130

2,640

2,180 

1,860

2,770

1,460 

1,290

339

438

222

222

1B9

164

172

163 

153

145 

146

146 

126

175

 

122

562

202

188

134 

126

114 

108

103 

103

588

709

103

410

153

130

112

107

199 

156

129 

122

111

 

102

292

112

107

109 

102

158 

172 

174

18B

116

112

152

102

98

94 

92

117

110

ISO 

204

98 

95 

93

94

94 

93

90

90 

688

497

68B 

90

351 

204

142

115

109

102 

101

114

106 

104

100

98 

96

103

98 

98

98

4,098

492 

96 

.358

11,400 MIN 97 CFSM 1.66 IN 22.49

Note. No gage-height rd Dec. 13 to Feb. 3.
OBION RIVER BASIN

7-0245. South Pork Ob ion River near Greenfield, Term. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2 

3

5

6

7

9 

10

11

13 

14

16 

17 

18

20

21 

22

23 

24 

25

27 

28

30 

31

MAX

MIN

IN.

98 

97

132 

127

89

88 

88 

88

89

89 

89

88 

88 

89

90 

91

132

88

91 

97

101

113 

102 

102

139

187 

218 

184

135 

126

91

124

210

140

128

120 

118

125 

150

114

132

430

220

272

356

346 

187

130

215

186

366

572

450

230

210

173

184

2,710

1.370

369

404

359 

207

184

183

1,590

1,140

993 

684

244

523

1,150 

1.230

183

206

250

1.110

992 

604 

353

133

126

126

118

106

143

123 

116 

116

118 

111

99 

94

94

28'-> 

312

1811

980 

<>68

MS 

332 

200

120 

11C

10C 

110

285 

92

90

86

86

90

140 

101

89 

86

2,500 

3,200 

3, BOO

750 

227

850 

2.100 

2,000

200

930 

86

126

116

113 

110

102 

100

95 

93

94 

95 

112

110 

123

221 

250 

426 

332

4,162 

139

93

CFSM .687 IN 9.32

Note. Ho gage-height rd Dec. 13 to Ja

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3 

4 

5

6

7

9 

11

13 

14 

15

17

21 

22

24 

25

27 

28

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

417

331 

232 

177

121

134 

137

124

111 

111

111

153 

425

.399 

.40

111 

110

112 

112

115

322

294

242

654

.632 

.71

,420 

,010

.550

.510

522

53D

1.591 

7,020

4. 15 

4.77

660 

614

2,540

666

374

304

851 

3.350

2.22 

2.56

185 

193

10,900

1,580

903

989

13,400

4.81 

5.01

,400 

,540

378

718

330 

627

1 410

4.060

2.96 

3.42

2,000 

1,790

587

403

232 

194

197

_ 

4,000

2.65 

2.96

136 

131

100

132

153

297 

168

649

183

182 

649

.475 

.55

145

195 

121

840

223

138

112 

122

115

_i._

213

840

.556 

.62

108

393

565

95

93 

93

134 130 

382 120

188 

151

130

113

102 

125

110

98 

96

184 

565

.480 

.55

101 

98

94 

93

91 

89

87 

86 

85

85 

86

90 

90

96.9 

164 

85 

.253

.29

127

90 

88

86 

86 

86 

85 

85

185 

134 

123

120 

119 

118 

117 

116

115 

114 

113 

113 

113

111 

110

10 B

117

290 

85

.305 

.34

WAT YR 1965: TOTAL 229,258 MEAN 628 MAX 13,400 MIN 85 CFSM 1.64 IN 22.26

Note. No gage-height rd July 15 to Aug. 17.
OBI ON RIVER BASIN

7-0255. North Fork Obion River near Union "ity, Term.

Location- Lat 36°23'59", long 88°59'43", on downstream side of right pier of brMpp on State Hie-hway 22, 0.3 mile downstream from Harris Fork Creek, 0.8 mile southeast of 3itbs, ? 9 milee 

southeast of Union City. Ohion County, 4.5 miles upstream from Hoosier Cr-^k, qnrl in railPE 

upstream from mouth.

Drainage area . 4RO sq mi.

Records available.--July 1929 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 886.88 ft abnve mean sea level latum of 1°?9 

by Corps of Engineers). Prior to May 20, 1939, and Aug. 26 to Dec. 9, 3959, staff gap^ at. 

site and datum. - *

Average discharge.--3fi years, 618 cfs.

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in f°et). 

Annual maximum discharge (*) and peak discharges above base (4,000 cfs), water years 1961-65

Date

Feb. 23, 1961 

Mar. 8, 1961

Jan. 23, 1962 

Feb. 28, 1962

Time

2400 

1000

0300 

1400

Discharge

* 9,630 

6,230

5,300 

* 23,100

Gage 

height

19.12 

18.56

18.39

Date

Mar, 21, 1962 

Mar. 31, 1962 

Apr. 11, 1962

Mar. 5, 1963

Time

1800 

1800 

2100

2400

Discharge

4,740 

5,720 

5,61u

* 3,720

aage 

height

17.88 

18.21 

18 . 16

17.91

Date

Mar. 5, 1964 

Mar. 10, 1964

Jan. 1O, 1965 

Feb. 12, 196S 

Mar. 31, 1965

» 1400

nsno

i)600 

U900 

] SOU

risehifge

7,000 

* 30.40C

5,790 

* 6,840 

6,010

Jage 

height

16 . 70 

21 nl

18.48 

16.67 

18.52

Annual minimum

1961

1962

1963

Many days

Oct. 14. 15, 1961

Aug. 27, Z8, 29

year Date Dl??|-arge| Llage height^ 

Aug. 6, 1964 "~ ~ "

1929-65: Maximum discharge, 49,200 cfs Jan. 22, 1937 (gage height, 22.0 ft, from flr.cdmarks); 

minimum. 82 cfs Oct. 5, 1943; minimum gage height observed, 3.38 ft July 27, 1929.

Remarks.--Records fair. Records of chemical analyses for the water year 19fiF are published ir report 

of the Geological Survey.

Revisions (water years). tfSP 762: 1933. WSP 1211: 1930. WSP 1631: Drainage ar^s.

DISCHARGE, IN CUBIC FEET PEP SECOND, WATER YEAR OCTOBER 1060 TD SEPTEMBER 1O61

DAY

8

12 

13

15 

16

18 

19

22

27 

28

30 

31

MAX 

MIN

IN.

OCT.

119

116

136 

136

126 

122

140 

129

113

122 

122

123 

140

146 

.30

NOV.

162

127

134

234 

181

148 

246

158

146 

256

.55

DEC.

184

148

481

1 ,010

202 

188

144

183

508 

320

.64

JAN.

350

343

199

141

273

143 

143

.58

FEB.

162

275

1,180

574

1,660

4.20

MAR.

1,510

4,440

1,300

434

380 

1,430

4.40

APR.

84

33

1,720

892

830 

264

2.78

MAY

838

1,890

500

227

183 

184 

165

148

1.80

JUNE

139

341

 <77

700

180 

160 

140

1.35

JULY

250

151

150

3CO

13"

164 

512 

422

134

.60

aus.

162

in

IDS

106

105

159

165

13? 

119 

116 

115

115

.30

SEPT.

11°

11 =

l«f«.

IIP

116

115

113

113 

112

109 

10°

108 

112 

113 

118

119 

108 

.?8

CFSM 1.31 IN 17.77

rd ,T\me 1? tc July 19.
OBION RIVER BASIN

7-0255. North Fork Obion River near Union City, Tenn. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1<!

DAY

1

2 

3

5 

6

7 

8

10

12 

13 

14

15 

16

21

25 

26

TOTAL

MAX 

MIN 

CFSM

OCT.

576 

288 

176

125

123 

122

122 

119 

119

118 

119

123

129 

122

116 

.31

NOV.

173 

156 

281

178

13*

172 

210

188 

730

154

852 

443

122

.86

266

3,870 

1,780

799

846

396 

341

2.28

485

217

210

3,280

1.060

552

2.S6

256

378 

332

506

402

4.17

479

676

3.900

1,950

4.86

415

1.040

5,270

532

2.87

3,640

402

230

203

172

160

141 

142

141 

.98

188 

288

180

267

156

188

152

256

144 

141

141

.44

13 r133

13A

164

138

157 

13?

13C

125

129

124 

136

123 

.36

125 

126

254

124

125

125 

124

124 

124

120

130 

281

129 

132

148

120 

.31

SEPT.

1,130 

738

244 

188

151

172

145 

1,270

1,020

1,110 

610

185

134 

131

131 

134

143

126 

125

10,124 

337

125 

.70

DISCHARGE. IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

6

8 

9 

10

11

13 

14

17

18 

19 

20

21 

22

23 

24 

25

27 

28

30 

31

MEAN 

MAX

MIN

IN.

126 

129

129

130 

129 

130

378

247

183 

151 

138

136

128 

126 

126

126 

126

132

133

160 

378

.38

133

134

146 

150 

148

181

157

181 

171

163

157 

152

153 

158

162

156 

218

.36

158

154

154 

150

150

178

175 

230

180 

170

170 

166

243 

201

173 

267

181

171

166

153

165 

166

160 

145

150 

155

155 

170

162 

181

171

189

186

187 

180

189 

182

168 

186

176 

172

~~~

185 

158

378

302 

339

426

2,590 

1,120

452 

353

219 

211

239 

211

187 

180

947 

180

174

170

159

148 

147

148

148 

147

140 

141

145 

202

1,580

218 

140

683 

323

196

189 

174

188 

318

156 

157

148 

159

736 

784

559 

297

320 

148

216 

190

172

168 

158

158 

148

238 

276

172 

165 

159

158 

159

157

210 

148

157 

165

156

258 

172

141 

343

140

130 

122

116 

115 

114

141 

128

122 

126

165 

114

124 

121

115

113

180

1,260 

1,150

142

120 

118

116

116 

115 

116

112 

111

1,010 

480

275 

111

200 

153

127

110

115 

119

118

168 

140

123 

118

116 

116 

114

113

HI 

111 

111

113 

114

114

124 

111

CFSM .54
OBION RIVER BASIN 

7-0255. North Pork Obion River near Union City, Tenn.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1 

2

4 

5

6

7

9

11 

12

16 

17

21

22

24

28 

29

31

MIN 

IN.

OCT.

Ill 

108

108

107

106

108

110

112 

113

115

106 

.26

NOV.

127

125

189

138 

138

_____

125

.33

139

153

142

.35

147

151

.43

188

166

 

236

.53

262

218

3,717

8.93

2.260

324 

266

_____

590

1.37

145

151

123 

122

126

196

.47

28

16

133

106 

106

 

142

.33

123 106 

114 104

106 99 

174 98

160 00 

110 28

184 193 

199 133

108 119

136 186

.33 .45

116 

111

107 

106

100 

98

114

130 

116

_ _-

383

98 

.80 

.89

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2

4 

5

6

7

9 

10

11 

12

16

20 

21

25

28 

29 

30 

31

MAX 

MIN

IN.

OCT.

520 

291

162 

147

138 

137

136 

137

136

124 

125

127

127 

128 

128

.39

NOV.

127 

133

132

130

132

349

189

221

188

.42

DEC.

3,800 

591

288 

3.200

602

229

251

188 

185

2.25

JAN.

289 

232

5,470 

5,200

887

321

232 

214

2.64

4EAN 592

FEB.

2.020 

3,300

812

311

708

______

3.02

MAX

MAR.

380 

1.360

380

3,920 

5,850

3.95

28,300

APR.

342

584

311

204 

189

2.83

UN 98 

 UN 110

MAY

129 

126

717

148

.47

CFSM 

CFSM

JUNE

123 

122

112

110

.41

1.23 IN 

1.39 IN

JULY

811

23' 

171

131

117

l.*7

16.78 

18.90

AUG.

116

116

120 

115

115

117

117 

117

116 

114

110

110 

.28

SEPT.

689 

290

385 

273

129 

970

288 

148

131 

137

230 

155

148

970 

127

.59
OBIuN RIVER BASIN

oail-ir.. i.at 36°26'32", long 8y°17'49", on left bank 80 ft downstream from bridge uti State 

Highway 22 0.6 mile (revised) downstream from confluence of North Rcelfout and South Reelfu'-t 

Creeks, 4 miles upstream from mouth, 5 miles northeast of Samburg, Obiun County, and 14 miles 

west of linioti City.

Lrainage

Record,- available --uctuter 195U tj September lbo£. 

pubTishea in WSf 1731.

Jixtr-ajiie6. - -Maximmus and minimums (discharge in cubic feet per second, gd.fe = heigui, in feet).

ia50-65: Maximum discharge, 9,U7C cfs Nov. 16, Ij5/, maximum gage ueight, 15.46 ft Mar. a, 

1964; no flow at times in 1953-57, 1960, 1963-64.

Revisions, Figures of maximum discharge for the water years 1957-58 navt been revibtd 

to 7,800 cfs May 22, U57 (gage height, 14.42 ft), and 9,1170 cfs Nov. 16, 1957 (gage height, 

14.83 ft), superseding those published in WSP 1506, 1556, 1661, and 1731.

fjemarK&. --fieiurds poor. Records of chemical analyses for the water year 1965 are published iu 

reports of the Geological Survey.

Revisions (water years).--Revised figures of discharge, in cubic feet per second, for the water 

years 1957-59, superseding those published in WSP 15u6, 155c, and 16iib A are gii/en Herewith:

Jan. 

Feb. 

Aug.

1,910 

C, Llo

Month

Decemb ;r ..... . ....... . . ............

footer »eai 1S5; 58...... ...............

Caleuaar year 1959 .... .................

^-^

9,794

.5,174.9

L

M. .

4,330

3,5dr

2,130

5,220

2, 380

2,110

3,400

Mini^

2.6

0

14

4£

16

2

2

.3

.3

4.45 

Z 21 

26, B5

Revised peak di&chaige.--lS5b-57: Jan. 22 (200u) 3,030 cfs (12.31 ft); Apr. 4 (time unknown) 3.66C cfs 

(12.67 fi,); May 22 (2200) 7,Sou cfs (11.42 ft;; June 30 (time unknown) 3,4afl cfs (12.58 It).

±957-58: Nov. 13 (2i.ZG) 5,080 cf= (1.5.58 ft;; Nov. 18 (l530) S,070 cfs V 14.83 ft); Dec. 7 (06io, * 6-U5 cfs 

(li.Zu :t), iJec 17 (OcOO) 2,9Si> cfE (1J..Z9 it); Jan. 21 (0700) 2 87O Lfs (1L.22 ft); Mai 24 (J600) 

4,410 cfs (±3.08,; May 2 (19iO) d,600 cfs (±2.06 ft), May 5 (18iO) B,*80 cfs (11.99 fu).

±d56-59. J«Jl. 21 (l^r:0) i 470 ^ft (13.12 fc)j Feb. 14 (18OO) 3,180 cfs (12.40 ft); A ,g 3u (u33i.| d,B&i cf 

(32.1.1 ft); dep. 29 (jt>00) 2,62. efs (12.07 ft).
OBION RIVER BASIN

7 -02fi5, Reelfoot Creek near Samburg, Term.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

4

5

6

7

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MEAN

MIN

IN.

!- .»

.60

.50

.40

.40

.40

.50

.60

.60

.60

.60

.60

3.9

2.9

1.6

.90

.40

.20

.10

.10

0

0

0

.50

6.4

1.6

.60

.40

.89

0

.009

.30

.30

.20

.20

.20

.20

31

4

1

.9

.1

.0

.6

1

1

': 9

.4

.6

.4

.4

1

< .8

 2

.6

.6

10

9

12

22.3

.20

.23

.0

.1

.8

.4

7

5

.5

.8

f>3

5

I

.6

.5

.8

.4

: .6

, 5

.6

>3

,5

.2

.5

.8

.8

.0

.0

.3

 ii:;

i.8

.33

9.6

10

12

20

24

16

8.3

6.7

6.4

6.0

5.5

6.9

33

26

15

11

10

e.a

7.4

6.0

5.8

5.8

3.8

3.9

3.7

3.0

3.5

3.5

9.87

3.0

.10

4.0

5.5

13

7.0

11

1,000

5.5

3.3

2.9

2.6

2.5

2.1

1.9

1.8

1.9

50

6.8

3.1

9.0

1,400

1,600

200

150

100

80

150

 

______

226

1.8

2.14

MAR.

-~«-

25

17

100

500

1,200

150

70

35

20

900

300

35

40

25

15

13

12

10

37

18

11

B.5

8.3

41

28

12

1?

l,32v

211

8.3

2.21

1,720

212

20

14

13

O.2

104

42

12

1,990

1.230

B3

1,040

1,420

117

30

18

14

13

14

11

8.5

235

1.200

82

20

9.0

8.0

324

8.0

3.20

1,380

436

22

8?

1,600

2,500

2,230

40«,

144

83

56

37

26

14

8.8

8.3

7.8

7.1

7.5

14

22

7.8

5.8

7.

7.

4.'

4.

39

3.6

4.09

f

79

fc3

5

1

.3

28

2.10

49

2

.

,

.

,

m

.

.

i

f

.4

61

1.4

1.63

" JULY

,.3

1.3

1.6

?.fl

1.6

1.4

!:,

1.2

l.l

2.7

3.4

'.?

1.6

1,520

1,060

42

1*2

7.7

3.9

2.6

7.9

2.7

2.0

102

104

175

5.0

1C3

1.1

1.08

.8

.4

.1

.2

.2

.4

::

.3

.2

,1

.0

.0

.0

.90

.90

.90

.80

3.9

4.0

1.9

1.5

99

350

2.6

1.5

2.4

1.3

.90

18.1

.80

.19

SEPT.

"19

4.0

1.

. 0

^ r

1.

1.

, 0

. 0

, 0

 0

. 0

, 0

.50

.40

,40

.40

.40

.40

.40

.30

,30

.30

.30

.?0

.30

.30

.40

4."

.30

.05

CFSM .72

DISCHARGE, IN CUBIC FFET PEP SECOND. WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY 1 OCT. J NOV. __ j DEC. I JAN. __ 1 FEB. __ 1 MAR. | APR. 1 MAY

1 1.0 ,90

2

4

5

1.0 ,80

.90

.90

10

5.0

6 .90 3.0

7 .90

8 .90

9 .80

2

3

4

5

16

17

18

19

20

21

22

24

25

26

27

28

29

.80

.80

.80

.80

.70

. 0

. 0

. 0

. 0

. 0

. 0

 0

. 0

 0

2.0

1.5

1.2

1.1

4.0

3.8

4.5

100

60

30

10

6.0

4.0

100

1.500

150

50

. 0 30

. Q

. Q

31 1.

MEAN

MIN

CFSM

. 9

. 0

.0 7

15

10

220

.80

2.00 

2.24

5.0 I 29

4.0 26

4.0 28

500

200

100

60

30

185

100

60

40

200

100

75

50

40

30

40

5

3

3

8<

6

3

28

83.5

4.0

.76

169

1,240

144

46! 764 1-340 1 5,230

41 131 188

38, 91

37

30

28

78 30

52

21

21

234

3,900

1.630

120

59

51

48

150

2.800

316

222

610

290

92

66

47

478

21

4.35

1,350

58

51

44

39

101

59

108

117

57

167

106

2,970

777

3,880

4,540

4,270

_____

 ___-

755

28

6.86

69

58

56

69

806

HZ

80

65

62

57

51

48

54

753

2.950

702

112

382

457

127

100

87

3,670

481

48

4.37

110

103

100

94

615

1.280

1,660

140

90

76

66

66

63

57

50

46

43

37

35

32

30

536

498

 

422

30

3.83

1,760

73

59

50

44

38

35

25

21

16

12

5.5

2.9

5.6

8.7

5.3

4.0

3.4

3.0

2.6

2.4

2.2

2.1

1.9

1.7

246

1.7

2.23

JUNE J JULY 1 AUG. | SEPT.

l."»

191

17

6.7

3.8

?. 6

2.3

2.2

1.9

1.9

1.8

1.7

1.6

1.4

1.2

1.2

1.2

1.1

1.2

7.7

14

27

7.5

.4 ?.4 1-030

^2

.1

.4

1.2

'.0

.90

.80

1.1

6.1

2.4

1.3

.90

.70

.50 .40

,501 .30

-40

.40

237

20

3.3

1.8

1.2

1.0

.80

.60

.50

,50

.40

2.7| .40

2.0 .30

 1 B.O

13.5

1.1

.12

0.36

.30

.09

.20

.20

.20

.10

.10

.10

.10

.10

3.9

2.0

118

24

2.2

1.2

.80

78

8.68

.10

.08

m

«.B

?.o

1.7

1.2

.90

.90

l.l

.90

1,020

l,3BO

1,420

72

18

5.7

2.3

1.5

1.1

.00

2.2

3.8

1.8

1.2

1.0

174

.80

1.58

SM 1.32 IN 17.90

rd net. 17 to
OBIOH RIVER BASIN

7-0265. Reelfoot Creek near Samtmrg, Term.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15 

16

18 

19

22

24

27

28

29

30 

31

MEAN

MIN

IN.

OCT.

.70

.70

.60

.60

.60

.50

.SO

.50

.50

.40

.50

.70

1,630

531

92 

35

8.7 

3.8

9.7

1.9

1.0

1.0

.90

.90 

.90

76.0

.40

.80

NOV.

.90

.80

.80

.80

.70

.70

.70

.90

1.0

1.0

1.0

63

22

11

6.5

4.8 

5.7

4.8

3.9

3.3

3.3

3.8

4.1

5.91

.70

DEC.

4.0

3.8

3.6

3.4

3.4

3.2

3.0

3.0

2.8

2.8

2.4

2.1

1.8

1.6

2.0

3.8

24

8.2

5.4

4.8

58

40 

20

9.99

1.6

JAN.

14

12

11

10

9.4

10

10

9.5

8.9

8.1

7.8

7.3

6.3

4.7

4.1

5.9

3.8

4.0

3.8

3.2

2.7

3.3 

4.5

6.43

2.7

FEB.

6.7

6

2

8

1

0

2

1

8.5

2

0

7

3

I

8.2

7.0

6.2

5.1

6.7

5.9

-._ _

 

10.7

5.1

MAR.

151

44

25

313

3,210

1,2 0

2

3

4

0

1,8 0

1,0 0

4

6

7

0

9

6

4

2

0

8

7

292

17

APR.

16

14

12

11

9.0

8.5

8.9

8.6

7.9

7.1

5.8

5.2

4.6

4.2

4.1

3.8

3.0

2.8

2.3

5.5

148

153

15.7

2.3

MAY

24

12

7.9

6.0

4.7

3.9

3.3

2.8

2.3

1.9

1.6

1.4

4.0

8.8

4.0

3.4

1.1

.80

494

274

196

22

11

41.2

.80

JUNE

6.8

4.4

3.2

2.4

1.8

1.4

1.1

.80

.60

.50

.40

.30

.30

.30

2.9

2.5

12

2.1

.50

.40

.40

.30

23.6

.30

JULY

.37

9.9

11

3.4

1.1

.50

1.2

60

6.5

2.0

.80

.50

.40

1.0

14 

4.7

.7C 

.4C

.20

.20

69

68

10

3.1 

1.1

8.79

.10

AUG.

.50

.30

.20

.20

.20

.10

.10

.10

.10

.70

7.9

13

375

61

11 

3.9

.80 

.50

.20

.20

.10

.10

951

45 

11

47.9

.10

SEPT.

4.3

2.0

1.2

.80

.50

.40

.40

.30

.30

.20

.20

.20

.80

1.3

.90 

.60

.40 

.40

.20

.20

.10

.10

.10

.10

.59

.10

.006

FSM .41 IN 5.63

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3

4

5

6

7

8

9

10

11

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

0

1

TO AL 

HE N

MA 

MIN

IN.

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.20 

.007

0

0 

0

0

0

0

0

0

7.1

3.3

3.9

2.3

1.5

1.0

.80

.60

.60

.50

.50

.50

.60

.2

.4

.5

.7

4

1

.0

.0

.4

.1

.0

.0

 

94.50

0

.03

.90

.90

.90

.90

.90

.90

.90

B

^

. I

1

.

^

.

B <

. ;

f

^

.

,

, i

.

.

.

.

.90

.02

1.0

1.2

1.5

2.0

1.5

4.0

3.0

2.0

70

60

20

10

6.0

4.0

3.0

2.4

2.2

2.3

2.8

27

15

7.7

5.3

6.4

31

13

6.7

4.5

3.3

2.6

2.4

1.0

.11

.3

.6

.3

.7

.9

4

1

.8

.3

.8

.0

.4

.1

.1

.8

1

1

.3

.2

.9

.9

.8

.5

.8

.3

.0

.8

.4

.2

* « _

 

2.7

.07

2,9

2.9

3.5

2,260

2.780

502

84

2.650

5.100

3,610

914

147

80

58

42

30

26

24

24

52

42

30

26

25

30

40

30

26

24

22

21

2.9

6.33

20

19

19

600

400

200

90

40

25

20

19

19

77

24

19

17

15

14

13

13

19

27

30

27

20

18

530

35

19

15

 

13

.81

IN 0

IN 0

13

11

11

9.7

8.3

7.0

6.0

5.3

4.9

4.7

168

1.840

196

19

13

10

8.5

.0

.7

.6

.7

.9

.2

.8

.7

.6

.4

.2

.0

.0

.5

1.4

.80

CFSM 

CFSM

.4

.3

.2

.1

.0

.90

.80

.70

.60

.50

.40

7.6

101

11

7.9

3.8

2.0

1.9

1.7

1.4

1.1

.90

.70

.60

.50

.40

.30

.20

.20

.20

 

.20

.05

35 IN 

67 IN

.60

.60

.50

.40

.30

.30

.20

.20

.20

.10

.10

.10

.20

.20

.20

.20

.10

.10

0

0

0

0

0

0

0

0

.10

.20

1.7

1.2

.80

0

.003

4.71 

9.14

.50

.40

.30

.20

.10

.10

0

0

0

0

0

0

0

0

18

8.0

2.2

1.0

.60

.40

.20

24

6.7

1.8

.90

5.2

3.2

1.5

1.0

.70

.50

0

.03

40

30

20

20

10

.10

0

0

0

0

0

0

0

0

0

0

.20

14

5.2

1.7

.90

B.2

12

4.9

1.8

1.0

1,170

1.360

35

8.9

 :

0

.80 

.89

Note. No gage-height record Dec. 15 to Jan. 17.
OBION RIVER BASIN

7-0265. Reelfoot Creek near Samburg, Tenn.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23 

24

25

26

27

28

29

30 

31

TOTAL

MAX 

HIM 

CFSM

IN.

OCT.

4.8

4.1

6.7

3.4

1.8

1.2

1.0

.90

.BO

.70

.60

.60

.60

.60

.60

.50

.60

.50

.50

.50

.40

.40

.40

.49 

.40

.40

.40

.40 

.40

.40 

.40

35.40

6.7 

.40 

.01

.01

NOV.

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.50

52

12

5.4

2.3

1.2

.90

1.2

1.8

1.4

79 

9.4

4.0

79 

.40 

.05

.06

DEC.

2.0

1.0

ID

2,500

1,000

300

100

30

10

20

3,000

1,000

400

100

40

20

10

5.7

4.2

3.5

3.5

4.2

4.4 

5.0

6.3

7.0

5.6

4.6 

4.1

3.8 

6.3

3,000 

1.0 

2.53

2.91

JAN.

10

54

14

9.3

8.1

7.3

6.9

8.7

3,470

1,000

400

100

40

26

25

62

24

20

19

19

18

18

17 

50

20

17

16

14

13 

12

3,470 

6.9 

1.62

1.87

FEB.

11

10

10

10

10

12

15

18

309

2,310

2,520

3,100

710

36

22

19

17

17

16

14

14

13

12

1Z 

14

17

678

_____

______

3,100 

10 

3.57

3.72

MAR.

733

1,080

2

6

0

2 9

3 2

6

7

1

8

1

0

7

6

5

2 0

1 0

0

0

0

7

6

5 

0

5 0

2 0

2,000

1,000 

500

Z.OOO 

2.21

2.54

APR.

250

15C

100

300

250

150

250

100

50

30

20

15

12

11

138

19

13

11

9.9

9.0

8.0

7.0

6.0

6.0 

100

50

30

10

8.0

300 

.64

.72

HAY

.0

.0

.5

.0

.5

.0

.7

.5

.3

.0

,5

.0

.5

.0

.8

.5

.2

.0

2

1

.0

.0

.5

.0 

.5

10

5

1

.0

.0

.09

.10

JUNE

2.0

1.5

1.0

1.5

1.0

.70

1.5

3.0

2.0

1.0

.70

.50

.50

.50

2.0

1.6

1.5

1.0

.70

.50

.40

.30

.30

1.9

1.5

.80

.50 

.30

.30

.01

.01

JULY

.3

.3

2,860

2.390

1,050

98

33

20

283

3,470

141

27

14

36

120

16

10

8.

7.

6.

6.

6.

5.

5.

4.

4.

4.

3.8

3.4 

3.0

3.12

3.60

AUG.

.4

.0

.7

.5

.3

.1

.0

2

6

.4

.6

.5

.4

.90

.80

.60

.60

.50

.40

.40

.30

1.1

9.9

3.3

1.6

1.0

^60

.50 

31

.30

.05

.06

SEPT.

1,520

100

12

5.5

3.8

7.0

7.5

5.7

4.0

2.5

2.330

1,680

67

2,360

495

35

162

109

9.0

10

7.0

175

36

4.7

3.0

2.3

1.6 

1.3

1.1

312

1.1 

2.84

3.17

CAL YR 1964S TOTAL 35.722.00

rd Mar. 16 to Apr. 13, Apr. 20 to June 15.
OBION RIVER BASIN

7-0275. South Fork Forked Deer River at Jackson, Tenn.

Location.--Lat 35°35'38", long 88°48'52", on right bank 20 ft downstream from bridge on U.S. Highway 45, 0.6 mile downstream from Meridian Creek, and 1.4 miles (revised) Suuth of the post office 

in Jackson, Madison County.

Drainage area --495 sq mi (revised).

Records available. July 1929 tu September 19ta5.

Gage --Digital water-stage recurder. Datum of gage is 330.76 ft (revised) above mean sea level,

 daLum of 1929, supplementary adjustment of 1955. Prior to Mar. 9, 1933, staff gage. Mar. 9, 1933,

to Feb. 3_, 1939, chain gage", and Feb. 4, Iy39, to Dec. 2, 1962, graphic water-stage recorder,

at same site and datum.

Average iisenarge.--So years, /IS cfs.

Extremes. Majtimums and minimumfc (discharge in cubic feet per second, gage height in feet).

Date

Mar. a, 1961

Feb. 28, 1962 

May 2, 1962

Time

0330

0600 

1600

Discharge

* 4,570

9, -58H 

5,590

irge

Gagr 

helglr

17.0

18.8 

17.4

*\

it

6

2 

2

Date

Mar. 12, 1963

Dec. 6, 1964

arges

Time

1B45

0300

abuve has

Discharge

* 3,570

6,990

B (5,000

Gage 

height

16.40

13.18

eft,), water ye

Date

Dec. 12, 1964 

Feb. 13, 1965

a-s 1

Time

1800 

1130

401-65

Discharge

5,090 

* 10,000

Gage

height

17.39 

If .99

Water year

1961

1962

1963

Date

Sept. 30, 1961

Oct. 1, 1961

Sep-c.22, 23, 1963

Discharge

95

97

85

Gage height

E.18

a 4.44

b 4.98

Water year

1964

1965

Date

Oct. 13-15, 1963

Aug. 22, 31, Sept.l

D'scharge

91

100

Gage height

5.13

5.14

a Occurred Aug. 31, 1962. 

b Occurred Oct. 12, 1962.

1929-651 Maximum discharge, 43,600 cfs Jan. 21, 1935 (gage height, 24.0 ft, from floodmai-ks) , 

from rating curve extended above 16,000 cfs; minimum, 67 cfs Oct. 9, 1941; minirrum gage height 

observed, 1.58 ft July 9, 1929.

Remarks. Records fair. Records of chemical analyses for the water year 1965 are published in 

reports of the Geological Survey.

Revisions (water years).--WSP 1147: 1935(M). WSP 1211: 1930(M), 1932, 1934. WSP 1561: 1957. 

WSP 1631: 1936, 1945.

DISCHARGb, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 19M

DAY

1

3 

it

5

6

7

e

9

10

12

13

16

18 

19

21

25 

26

28 

29

31

MEAN

MIN 

CFSM 

IN.

OCT. 

134

130

178

174

155

150

144

134

144

132 

129

138 

136

156

.31 

.36

NOV.

148

611

209 

190

338

214

189

184 

181

746

.49 

.55

DEC.

317

220

658 

357

259

225

255

227

718

.68 

.78

JAN.

257

229 

227

478

342

216

198

.70 

.80

FEB.

1.680

420 

372

875

3,310

1,890

 

2.37

MAR.

4,540

1.230 

1,230

785

1,500

588

925

3.42

380 

334

2,350 

2.240

2,160

910

518

314

237 

222

2.03

210

642 

392

245 

222

478 

247

168

310

186 

178

.87

590

658 

412

353 

317

165 

159

170

143

124 

121

.82

114

172 

154 

140

114 

232

130 

ITS

2S2

160

505 

245

5,13<.

.3?

105

100 

698 

408

130 

124

118

117 

111

118

208

117 

111 

109

.36

110 

282 

242

138 

121

110

101 

98 

111

106

101 

102

102

98 

97

97 

97

121 

282

.27
OBION RIVER BASIN

7-0275. South Pork Forked Deer River at Jackson, Tenn.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1 

2

4

5

6

7

9 

10

12 

13

15

16 

17

18

20

22

25 

Zb

28 

29

31

MEAN 

MAX 

MIN

CFSM 

IN.

130 

114

110

107

109 

107

100 

105 

109

106

111

Lll 

113

100 

.24 

.28

588 

181

156

1,120 

475

307

228

118 

.76 

.85

285

1.970

1,310 

4,400

1.390

870

200 

2.66 

3.07

1,420

420

1,710 

1,350

3,360

1,800

4.91 

5.66

 -

423

1,960 

780

917

_____

7

3.45 

3.59

 

1,640

519 

438

1,030

590

3.13 

3.66

4,460

962 

710

352

280

354 

381

2.25 

2.51

252

192 

185

156 

152

137 

132

1.59 

1.83

- -

188

ISO

538

212

188

192 

176

384

.61 

.68

152

208

324

153

128 

127

119 

114

168

.31 

.36

120

120 

115

120

106

108 

108

113 

109

136 

136

ft

T«

.23 

.27

190

212 

208

219

206

408

548 

388

141 

144

153 

176 

140

.50 

.55

CAL YR 1961: TOTAL 206t549

CFSM 1.72 IN 23.30

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

2 

3 

4

6

7

9

10

12

13

15 

16

19 

20

21

25 

26

28

30 

31

TOTAL

MEAN

MAX 

MIN

IN.

683 

220 

160

133

135

131

132

134 

240

146

147

147

173

683 

131

154 

167

180

175

165

L89

184

134

189

176

178

181

170

220

216

215

216

285 

204

197

196

272

181

191

180

230

323

308

361

750

334

270 

285

256

401

847

3,500

808

372 

458

345

283

225

199

186

183 

181

162 

168

162 

325

1.350

345

156

138

129

131 

328

2,480

2,150

JUNE

249

180

113

276

191

143 

137

135

141

JULY

120

173

123

I4r

500

172 

172

148

263

.37

AUG.

U3

107

108

104

96

98

102 

98

93 

95

97

332 

148

126

SEPT.

Ill 

10°

107

99 

98

99

101

93

92 

89

67 

88

100

116

86
OBIOH RIVER BASIN 

7-0275. South Pork Forked Deer River at Jackson, Term. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

3 

4

7

s10

S

13

14 

15

17

19 

20

21 

22 

23

25

26 

27 

28 

29 

30

MAX 

HIN

OCT.

102

98 

95

95 

93

s

93 

93 

92

92

96

98 

98 

98

104 

104 

102 

100 

102

91

NOV.

110

III 

110

127

^

115

113 

111 

112

114

141

292 

204

144 

139 

138 

193 

176

110

DEC.

148

139 

138

439 

686

180

151

150 

150

24C 

282 

272 

226 

196

135

JAN.

169

195

575

286

263 

218 

196 

181 

183

FEB.

360

211

224

240 

224 

296 

383

.89

MAR.

298

640

2,880

2,830 

1,470 

618 

420 

290

2.31

APR.

222

266

2.96O 

1,090

3,160 

3,800 

3,740 

2,700 

1,570

3.94

MAY

B65

1,940 

840

400

232

965 

510

136 

131 

160 

165 

141

131

.80

JUNE

310

179 

158

138 

134

127 

122

178 

583

140

109

102 

100 

97 

95 

98

95 

.36

JULY

105

208 

118

450 

605

157 

608

1,970 

2,040

525 

282

285

365 

232 

174 

154 

158

521

100 

1.05

AUG.

138

125 

121

185 

140

688 

236

295 

134

127 

972

2,440

188

358 

179 

140 

130 

121

337

117 

.68

SEPT.

115

109 

109

104 

103

101 

100

98 

93

94 

96

96

111 

103

97 

103 

1.900 

3,420 

2,380

352

93 

.71

OAY

1

3 

4 

5

6 

7

8 

9 

10

11

14

18 

19

22

23

24 

25

26

28 

29 

30 

31

MAX 

MIN 

CFSM 

IN.

OCT.

350 

275 

226

197

160 

150

144

140

137

129 

127

126 

126

498 

320 

247

820

.43 

.50

NOV.

190 

185 

179

174

188 

179

174

166

1,010

378

305 

430

740 

453

1,390

.72

.80

DEC.

2,160 

6,680 

6,520

1.610 

834

3,460

3,180

483

503

483 

1,100

1,000 

1,620

4.10 

4. 73

JAN.

722

584

1,980 

3,590

3,620

1,790

480

446

587 

618

379 

346

2.22 

2.56

FEB.

283 

305

666 

2,780

4.130

7,350

581

394

2.560

::~::

3.92 

4.08

MAR.

1,800 

1.300

686 

581

535 

616

688

999

581

1,150

6 000 

7 110

3.46 

3.98

APR.

,220 

,780

,900 

,350

,020 

,230

649

1,430

391

279

332 

258

3.43 

3.82

MAY

199 

187

160 

268

456

221

189

389

207

658

294 

248

.64 

.74

JUNE

226

192 

234 

221

420 

236

210

1,150

1,390

270 

236

248 

226

190 

165

1.08 

1.20

JULY

165

160

9'' ft 

T"?.

524

1?0 

219

15-*

159

13'-

13?.

130

127

154

131 

12* 

121 

116

946

.43 

.50

AUG.

118

117 

115 

114

112

344 

193

140

126

117

108 

142

102 

111

116 

140

110

112

toa

102 

102

344

.26

.30

SEPT.

114

110 

112 

121

126

111 

108 

107

187

186

126 

175

124 

172

148 

128

120 

118

117 

117 

127

315

107 

.28 

.32
OBION RIVER BASIN 8£

7-0285. North Fork Forked Deer River at Trenton, Term.

Location (revised). Lat 35°58 1 49", long 88°55'35", on downstream side of right bank of pier of 

bridge on State Highways 77 and 104, a quarter of a mile upstream from new bridge on U.S. Highway 45W, 0.8 mile east' of Trenton, Glbson County, 1.0 mile downstream from Thompson Levee Creek, 

1.6 miles upstream from Cain Creek, and 16.5 miles upstream from Middle Fork.

Drainage area.--73.5 sq mi (revised).

Records available.--October 1950 to September 1965. Prior to December 1950 monthly discharge only, 

published in WSP 1731.

Gage.--Water-stage recorder. Datum of gage is 303.41 ft (revised) above mean sea level, datum of 

T929, supplementary adjustment of 1S58.

Average discharge.--15 years, 105 cfs.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet)

Annual mai

Date

Mar. 8, 1961

Dec. 10 1961 

Dec. 17 1961 

Jan. 23 1962 

Feb. 24 196Z 

Feb. 27 19E2

imum

Time

0100

1300 

1BOO 

1500 

0600 

2400

discharge

Discharge

* 1,640

1 640 

2 390 

2 110 

2 420

(*) and

Gage 

height

11.15

11. IE 

11.49 

11.38 

11.50

peak discharge

Date

Mar. 9, 1962

Mar. 5, 1963 

Mar. 12, 1963

Mar. E, 1964

abcn

Time

1900

2SOO 

1330

0400

e base (1

Discharge

2,240

* 3,130 

1,770

4, £00

600 cf3

Gage 

height

11.43

11.75 

11.22

a!2.07

, revised), wat

Date

Mar. 10, 196

Dec. 4, 196 

Dec. 12, 196 

Jan. 10, 196 

Peb, 12, 1965

er yes

Time

0200

1900 

u 200 

1200

rs 1961-6

Discharge

* 6,150

2, 380 

2,020 

1,880 

* 6,100

Gage 

height

all.96 all. 7- 

11.55

a From floodmark.

Annual minimum discharge, wate

Water year

1961 

1962 

1963

Date

Many days 

do!

Discharge

12 

12 

11

Gage height

-

Water year

1964 

1965

Date

Sept. 11-14, 1964 

Aug. 23, 24, 1965

Discharge

9.1 

8.2

Gage height

4.04

1950-65: Maximum discharge, 11,800 cfs Jan. 30, 1956, from rating curve extended above 

3,600 cfs on basis of velocity-area study; maximum gage height, 14.00 ft Feb. 12, 1965; minimum 

discharge, 8.2 cfs Aug. 23, 24, 1965.

Remarks. Records poor. Records of chemical analyses for the water year 1965 are published in 

reports of the Geological Survey.

Revisions (water years). WSP 1241: 1951.

I 

2

3

5

7

9 

10

12 

13 

14

16

IB

20

21 

22

24

27

29 

30 

31

MAX

M1N

IN.

13 

12

30 

18

20

12 

12 

12

12

12

12

12 

12

12

12

12 

13

12

.22

12 

12

13

24 

21 

19

24

19

18

18

IB

18

17

73 

23

12

.52

16 

18

IB

39 

25 

23

22

19

19

IB 

18

17

18

155 

77

17

.67

86 

42

28

20 

20 

25

37

25

33 

25

20

18

18 

18

15

.54

56 

56

23

34 

29 

25

22

3B5

194 

598

287

49

20

3.73

lOb

51

e<»

202 

544 

211

54

117

62 

126

38

3i

381 

104

31

4.36

161

ac

44

731 

922 

232

993

91

37 

30

22

25

20 

19

19

2.71

63 

20

21

91

41 

29

26

21

18

17 

IT

32

19

18 

IB

17

1.57

17 

17

38 

44

903

525 

?2l

83

33

?7

25

25 

24

22

20

20 

20

17

2.09

15 

41

19 

30

20

19 

56

22

19

?0

18

18 

L8

32

18

18 

18 

18

IB

.36

17 

17

17 

17

IB

94 

29 

16

15

LA

15

14 

14

18

12

12 

12 

12

12

.29

12 

I?

12

1? 

12

12 

12

i? 

1? 

12

12

12

12

12 

12

12

12

12 

12

12 

12

.18
OBIOH RIVER BASIN

7-0285. North Pork Forked Deep River at Trenton, Tenn.--Contlnved

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1 2

3

5

7

9 

10

11 

12 

13 

14

16 

17

19 

20

22 

23

25

27 

28

30 

31

MEAN

MIN 

CFSM

15 

13 

12

12

12

12 

12

12 

12 

12 

12

12 

12

12 

12

12

12

12

12 

13

13 

13

12.3

12 

.17

14 

14 

78

18

17

16 

16

16 

18 

21 

18

452

294

39 

27

137 

703

83

29

19

87.7

14 

1.19

18 

18 

8

5

9

7 9 

1.5 0

8 4 

5 3 

1 4 

6

533 

2.180

1.080 

313

59 

74

32

130

26 

27

342

18 

4.65

6

27

24 

24

54

63

28 

24

24 

23 

23 

25

594 

180

59 

45

813 

1.980

436

275

48 

37

237

23 

3.22

"IEAN 158

36 

31 

30

27

22

90 

70

60 

40 

30 

27

200 

70

35 

31

56

810

980

3,230

_____

477

21 

6.50

MAX

884 

251 

106

48

35

1.520 

1.190

485 

166 

73 

50

35 

30

48 

215

336 

LOO

206

60

268 

1.300

281

29 

3.83

',180 * 

.230 f

819 

210 

77

42

39

116 

411

2,240 

1,500 

392 

122

43 

39

30 

27

24 

23

22

22 

115

420

273

22 

3.72

IN 12 

IN 12

1,110 

760 

204

41

26

21 

20

19 

IS 

17 

17

17 

16

16 

16

L6 

16

83

18 

18

16 

16

88.3

16 

1.20

CFSM 

CFSM

15 

25 

23

18

136

46 

20

55 

60 

20 

18

17 

17

40 

23

19 

17

172

38 

24

18

47.2

15 

.64

.67 IN 

'.15 IN

17 

17 

16

15

15

92 

18

16 

15 

14 

14

21 

16

14 

13

13 

13

73

17 

14

13 

13

21.0

13 

.29

22.73 

29.2A

13 

13 

12

13

12

12 

1?

12 

12 

13 

13

12 

12

12 

12

13 

14

15

14 

14

15 

24

13.2

12 

.18

75 

25

35

66

16

77 

63

19 

16 

!5 

100

50 

25

16 

14

13 

14

15

14 

14

13

43.5

13 

.5°

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

OAY

\

4

5

6

7

8

9

10

11

12

13

14

15

16

IB

19

20

21

22

23

24

25

26

27

28

30

31

MEAN 

MAX

M1N

IN.

OCT.

13

13

12

12

12

12

12

12

12

12

12

12

12

12

12

12

i?

12

12

L2

12

12

12

12

12

12

13

13

14

12.2 

14

12

.19

NOV.

14

14

15

15

15

16

16

17

17

17

17

29

19

16

16

17

IB

18

17

16

18

17

16

16

16

16

16

16

______

16.8 

29

14

.26

DEC.

16

16

15

15

15

15

15

15

15

15

15

15

15

15

15

16

16

16

16

18

17

16

15

16

16

15

15

21

19

15.9 

21

15

.25

JAN.

18

IB

18

17

17

17

17

17

17

17

17

17

16

16

15

15

16

17

18

16

16

18

17

16

17

16

17

IB

18

524

16.9 

19

15

.27

4EAN 50.

FEB.

19

26

22

19

19

20

20

19

IB

21

30

22

20

19

17

17

17

19

20

18

17

17

17

IB

19

18

18

______

_____

30

17

.28

MAX 

9 MAX

MAR.

126

34

20

42

2,350

2,130

405

67

44

33

354

1,420

503

101

50

252

202

58

39

26

23

22

21

20

21

20

20

19

18

2,350

IB

4.51

3,230 

>,350

APR.

IB

IB

17

17

16

17

19

18

17

16

16

16

L6

16

16

16

16

26

24

15

14

14

14

14

14

14

105

1.670

_____

1.670

14

1.33

UN 12 

(IN 11

MAY

640

117

41

28

24

24

20

IB

17

16

16

16

16

16

16

15

14

14

14

14

14

14

14

19

311

420

248

34

24

640

14

1.18

CFSM 

CFSM

JUNE

0

a

7

6

5

15

14

14

13

H

13

12

12

12

40

60

14

13

13

13

13

13

14

13

13

13

13

12

 

60

12

.25

.70 IN

.69 IN

JULY

12

12

12

J2

11

11

11

11

11

11

11

11

25

42

18

12

11

11

11

11

11

11

26

11

44

39

20

13

13

44

11

.25

23. 05 

9.4'

AUG.

12

12

12

99

93

19

15

14

13

13

13

12

12

12

12

12

11

12

12

12

11

11

11

11

12

12

11

101

22

230

11

.44

SEPT.

17

14

87

37

15

13

12

12

12

11

11

11

15

12

11

11

11

11

11

11

11

11

11

11

11

11

11

11

______

87

11

.?3
OBION RIVER BASIN

7-0285. North Fork Forked Deer River at Trenton, Term. Continued

l

2 

3 

4 

5

6

7 

8 

9 

10

11 

12 

13 

14 

15

16

18

20

21 

22 

23 

24 

25

28 

29 

30 

31

MEAN 

MAX 

MIN

IN.

11 

11 

11 

11

11

u

11 11

11 11

11 11

11

11

11

11 1111 11

11 11 11 11

1L.O 

11 

11

,17

12 

12 

12 

12 

14

13 

13

13 

13

13

13

16

21 

IT

14 

14 

15

15.4 

4T 

12

.23

1 

1 

1 

1 

1

14

30

BO

17

14 

14

13

13 

14

18 

18 

17 

16

17.2 

80 

13

.27

16 

17 

19 

21 

19

354

87 

65

26

21

21

69 

46

20 

18 

18 

24

51.6 

367 

16

.81

26 

21 

19

114

21

19 

19

34

78

22

20 

20

19 

18

42.8 

217 

18

.63

18 

19 

20

3,140

4,880

1.410 

338

74

52 

38

24

22 

46

21 

20 

L9 

19

579 

4,880 

18

9.10

19 

160

1,740

36

30 

54

447

52 

33

19

82 

110

424 

202

347 

3,870 

19

5.27

64 

332

39 

18

14 

132

430 

638

81

38

27 

22

17

15 

14

14 

14

14 

18 

14

14

60.9 

638 

13

1.27

14 

14

13 

13

13 

12 

12

148 

535

165 

100

36 

23 

19

13 

13

13 

12

12

12 

11 

11

53.4 

535 

11

.81

13 

22 

12 

11

30 

42 

22 

16 

13

13 

229 

184

56 

25

16 

12

10

22 

IS

14 

13

16

13 

21

20

37.5 

229 

10

.59

14 

12 

11 

10

10 

10 

30 

20 

11

11 

10

1011

306

800 

585 

179

15 

144

60

38

21

1-, 

12

11

8t.f> 

800 

10

1.39

9.9 

9.8 

9. 

9.

9. 

9.

9.

9.

9. 

9. 

9.

9.2 

9.B 

11 

9.9 

9.8

9.9 

10 

10 

10 

9.9

9.8 

59 

63 

78

16.7 

78 

9.1

.25

HAT YR 1964: TOTAL

DAY

1

2

3 

4

5

7 

8 

9

11

12 

13

14 

15

17

18

20

22 

23 

24

26 

27

29 

30

MAX 

MIN 

CFSM

24

15 

12 

11

11

10 

10 

10

10

10 

10 

10 

10

10 

10

10

10 

9.9 

9.9

10 

10

12 

12

341 8 

11.0

9.9 

.15

11

11

11

11 

12 

12

12 

12 

12

18 

21

354

52 

37 

32

42

34

1.3L8

11

.60

28

396

113

58 

40

360 

122 

59

32

22

24 

25 

33

49

20

20 

3.95

171

27 

24 

633

95 

61 

52

47

32

32 

36 

50

33

18

2.04

15

39 

46 

61

1,000 

100 

50

30

23

22 

22

70

100

 

5.37

258

BO 

70 

60

38 

33 

28

287

43

28 

24 

22

1,080

1,000

2.97

250

700 

148

100 

44 

51

28

31

21 

20 

19

21

17

-_._

134

1.83

2.0

14

12 

12

13 

12 

11

12

18 

19

22 

25 

20

42

21

r

.42

12

12 

34

48 

98 

600

184

27

20

17 

15 

17

14

12

 

89.1

12 

1.21

274

34 

25

52 

54 

29

14

12 

12

11 

11 

10

11

10

575 

1.22

in

10 

10

9.8

u' 8

244

.5 

.5 

.0

.0

8.B 

8.5

8.5 

8.2 

8.2

8.6

 5.7 

9.2

.29

36

22 

13 

11

13

11 

10 

10

20

100 

30 

20 

17

14

13 

13

12 

12 

12

12

12

12

17.4

100 

.24

CFSM 1.67 IN 22.64
32 OBION HIVER BASIN

7-0290. Middle Fork Forked Deer River near Alamo, Tenn.

Location.--Lat 35°£l r OO", long 89°04 I 00", on right bank 30 ft downstream from bridge on State Highway 54, 3 miles upstream from Buck Creek, 5 miles north of Alamo, Crockett County, and 13 miles 

upstream from mouth.

Drainage area.--410 sq mi, approximately. 

Records available.--July 1929 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 288.34 ft above mean sea level, datum of 1929 

(levels by Corps of Engineers). Prior to June 12, 1939, staff gage at same site and datum.

Average discharge. 36 years, 529 cfs.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

(E,500 cfs, revised), water years 1961-65

Date

Mar. 8, 1961 

Apr. 16, 1961

Peh. 28, 1962

Mar. IE, 1963

Time

0500 

0730

0500

2000

Discharge

* 3,550 

* 3,550

* 11,600

5,690

Qage 

height

13.90 

13 . 90

14.95

14.28

Date

Ma . 5, 1964 

Ma . 10, 1964 

Ap . 5, 1964

De . 5, 1964

Jan. 10, 1965

Time

1800 

1800 

0400

060O

1300

Discharge

6,080 

7,920 

* 8,OOO

8,320

7,230

Qage 

height

14.44 

14.69 

14.70

14.74

14.61

Date

Feb. 12, 1965 

Mar. 26, 1965 

Mar. 30, 1965

Time

1600 

2100 

O60O

Discharge

* 16,000 

5,800 

7,360

Qage 

height

15.48 

14.40 

14.62

years 1961-85

Water year

1961 

1S62 

1963

Date

Sept. 12, 13, 1961 

Oct. 1, 1961 

Many days

Discharge

8S

86

Qage height

4.25 

a 4.02 

b 4.28

Water year

1964 

1965

Date

Oct. 17-22, 1963 

Aug. 15, 1965

Discharge

83 9"

Qage height

c 4.34 

4.80

a occurred Aug. 19, 20, 1962. 

b Occurred Oct. 1, 10, 11, 1962. 

c Occurred Oct. 6, 7, 1963.

1929-65: Maximum discharge, 34,300 cfs Jan. 30, 1956 (gage height, 16.70 ft), from rating 

curve extended above 7,200 cfs on basis of contracted-opening measurement of peak flow; minimum 

observed, 68 efs June 30, July 1, 1916; minimum gage height observed, 1.26 ft July 1, 11, 17, 1931.

Remarks Records fair except those below 3,600 cfs after Sept. 30, 1963, which are poor. Records 

of chemical analyses for the water years 1964-65 are published in reports of the Geological Survey.

Revisions (water years). WSP 1211: 1930, 1938-39, 1946-47.

1

z

3 

4

6

7

9 

10

11

14 

15

17

20

21 

22

28

30

31

MAX

WIN 

IN.

88 

90

17*

129 

120

102 

105

99 

102

108 

114

68

116 

111

112

328 

202

120

lit 

111

204

122

506

415

176

123 

118

506 

533

706

227

140

188 

158

118

HEAN 358

160

MAX

liOOO

190

918

880

3.430

1.300

167

211

180

761

1.86

1IN 82 

1IN 84

346

169

164

U8

128 

111

105

269

.66

CFSM 

CFSM

103

222

479

182 

164

121 

122

 

583

1.42

.59 IN 

.87 IN

113 

110

216

119

128 

118

110

377 

118

U9 

119

118

4,263 13~>

,3i

8.08 

11.86

104 

98 

98

96

106 

98

91

88 

88

84 

86

86 

87 

130

132 

105 

94

88 

87

111

84 

.27

90 

88 

86

111

88

Kb

84 

84

88 

87

87 

87

87 

87

87 

87 

87

87 

88

88 

88 

88

88

86

89.7

84 

.22
OBION RIVER BASIN

7-0290. Middle Fork Forked Deer River near Alamo, Tenn. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2 

3

5

6

7

9 

10

11

13 

14

16

18 

19

22

23

25 

27

28 

29 

30 

31

MEAN

MIN 

IN.

153 

129

101 

98

94

92

94

96

98 

98

98 

100

100 

100 

102 

102

.28

109 

111

201

103

127

166

440 

1.780

388 

188

137

.77

130 

130

£01

4,160

930

4,630

1,090 

573

284 

254

4.10

225

275

220

167

386

2,440 

4,870

458 

358

3.38

230

185

317

278 

2,240

~~:

4.05

622

409

228

722

474

1.090 

3,510

3.94

288

3,690

676

281

209 

201

182

287 

235

2.75

374

123

120

116

111 

110

111

110

118 

134

.75

244

228

118

106

144 

111

406

249 

134

.61

22?

112

166

114 

106

114

112

313

117

118 

120

151

.43

106

100

100

100

100 

98

123 

98

110

111 

106 

108 

179

108

.30

SEPT.

337

512

498

2,610

286 

174

111 

111

128 

130

118 

111 

110

10,215 

341

.83 

.93

CFSM 1.15 IN 15.60

I

2

4

6

7

9

11

13 

14

15 

16

18 

19

22 

23

25 

26

28

30 

31

MEAN 

MAX 

MIN 

CFSM

108 

111

114

111 

111

110

108

110 

111

112 

135

140 

132

123 

118

114 

114

116

120 

123

118 

186 

108 

.29

123 

123

136

130

134

186

128 

122

130 

140

144 

132

122 

124

126

128

199 

118 

.33

122

122

126

121

118

115 

130

140 

135

157 

157

140

140

157 

156

157 

115 

.33

.38

140

133

133

130

132

118 

116

128 

139

128 

138

121

127

128 

145

146 

116 

.32

186

186

168

230

202

136

128 

136

137

125 

134

131

- _____

230 

125 

.39

332

265

5.880

2.060

4,280

1,120

3,170 

1,850

318

243 

228

238

186

5,880 

186 

3.68

170

162

158

166

146

138

130

138 

166

142

118 

118

200

__ ! ___

2,040 

118 

.60

MAY

357

186

148

124

116

118

112

103 

100

100

100 

208

1.210

525

2,690 

100 

.94

JUNE

180

139

128

115

108

102

588

217 

140

118

116 

121

120

_ _____

588 

102 

.38

JULY

174

116

164

164

114

109 

118

120

239 

392

121 

104

134 

103

115

126

680 

103 

.43

AUG.

99

106

90 

87

87

89

89 

97

90

87 

86

90 

89

87 

86

86

86 

86

174

3,463

509 

86 

.27

SEPT.

96

104

93 

89

86

86

200 

133

118 

100

93 

90

86 

86

86 

86

86

87 

89-

-___ 

2,945

98.2 

200 

86 

.24

MAX 5.880 MIN 86 CFSM .69
OBION RIVER BASIM

7-0290. Middle Pork Forked Deer River near Alamo, Term.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 196*

1

2

3

4 

5

6

7 

6

1C

11 

12 

13

14 

15

16

18 

19

20 

21

23 

24 

25

27 

28

29 

30 

31

MEAN 

MAX 

M[N

IN.

97

93 

92

87

85 

86 

86

86

85 

85

85

85 

85

85

83 

83

83 

83

85 

85 

86

85

85 

85

85.9 

83

94 

96

96

114 

112 

109

93 

92

92 

92

100

116 

116

193 

148 

136

108

110 

116

109 

l l\

.27

112 

109 

104

97 

94 

102

145 

180

130 

112

10C

94

94 

93 

96

115

139 

138

117

04

JAN.

1,4 

114 

118

184 

209 

301

380

145

135

148

137 

282

282

198

144 

137

227

166

144

529 

302

152 

216

482

322

229

184 

171 

163

155

156

235

159

2.91C 

889

7-OCO 

3.320

503

315

255

245

240

320

420

330 

280

52,633 

1,698

5,880 1

240

6,660 

5,170

518 

410

828

282

216

600 

950 

1,050

1,660 

1,300

760

450

1.611

4. 38

IN 83 

IN 83

282

599 

258

258 

1,340

192

50 

40

28

16 

14 

14

110 

107

103

357

1.00

CFSM 

CFSM

-,,7

102

100

99 

514

133

133 

135

107

100 

99 

°ft

05

95

192

.52

.67 [N 

.10 [N

100

102

41 J 

412 

201

188 

181

122

106 

104

135

469 

212 

124

93

?25

IBS

.53

9.15 

14.99

219 

184

123

lie

125

335 

295 

119

1,400

1,740

U3CO

233

265 

195

165

670

2?5 

145

439

10C

1.24

25 

16

0 

0 

0

r,

ICC

67 

86

llf, 

!-'?

127

203 

14f 

136

131

3^0

730

155

R7

.38

DISCHARGE, [N CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

i

2 

3

5 

6

8 

9 

1C

11

14 

15

16

18

20

22 

23

27 

28 

29 

30 

31

MEAN

MIN 

CFSM 

IN.

 * 1 

470

180 

150

130

116 

115

114

112 

106

106

106

106

105 

158 

1BO

170

105 

.40 

.46

____ * 

150

118 

118

118 

118

118

118 

118

118

600

400

205 

219

269

*l«

118 

.47 

.53

232

8,120 

6,910

1,170

582

4.970

3,110

280

265

255

390 

370

305

232 

5.01 

5.77

 

600

300

2,700 

6,870

5,660

275

253

248

239 

230

200

158 

1.99 

2.30

180 

170

300 

2,770

6,480

450

330

280

1,000 

900

 

150 

5.39 

5.62

740 

1,900

400

328

300

400

320

300

4,500 

2,520

6,170

200 

3.51 

4.05

4.420

1,700

825

500

400

260

300

200

185 

184

160 

2.30 

2.57

170

,55

li;

140 

140

}- ;

130

118

250 

200

1 ,400 

850

250

1,400 

118 

.60 

.69

190

1.400 

B6C

803

950

308

207 

197

198

180

144

1,400 

105 

.99 

l.ll

14n

190

380

170

118

118 

118

118

118 

118

118

211 

144 

118 

118 

118

5V) 

118 

.43 

.50

AUG.

118

lie

118

J 030 

392 

772

!? !

92

112

9°

99

99

Q9

.r,

09 

99 

99

1.030 

92

:ll

208

OC)

106

99

99

99

193 

31 n

10

59

IS 

IB

46

01 

11

13

01 

IB 

18

... L310

C)q

^

SM 1.80 IN 24.41
HATCHIE RIVER BASIN 91

7-0295. Hatchie River at Bolivar, Term.

Location (revised). Lat 35°16'3l", long 88°58'36", on upstream end of left bank pier of bridge on 

State Highway 18, 250 ft upstream from Illinois Central Railroad "bridge, 0.6 mile downstream 

from Spring Creek, and 1.5 miles northeast of Bolivar, Hardeman County.

Drainage area.--1,480 sq mi (revised).

Records available. July 1929 to September 1965.

Gage.--Water stage recorder. Datum of gage is 323.49 ft (revised) above mean sea level, datum of 

1929, supplementary adjustment of 1955. Prior to Feb. 7, 1939, and Aug. 20, 1959, to Sept. 26, 

1960, staff or wire-weight gage in this vicinity at same datum.

Average discharge.--36 years, 2,303 cfs.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharRes above base (8,500 cfs), water years 1961-65

Date

Feb. 25, 1961

Mar. 11, 1961

Dec. 17, 1961

Jan. 10, 1962

Jan. 22, 1962

Jan. 29, 1962

Time

1800

2200

0230

1200

2400

2400

Discharge

10,900

* 17,700

16,900

12, 100

10,700

10 , 900

Gage 

height

15.89

17.08

16.94

15.98

15.67

15. 7U

Date

Mar. 1, 1962

Apr. 17, 1962

June 2, 1963

Mar. 10, 1964

Apr. 9, 1964

Time

0430

0800

0900

1400

0600

Discharge

* 23,300

8,690

* 7,640

10,000

* 11,6011

Gage 

height

17.98

15.15

14.94

15.92

16.25

Date

Apr. 2b, 1964

Dec. 11, 1964

Jan. 14, 1965

Feb. 16, 1965

Time

1800

1700

1200

0500

Discharge

10,400

10,000

10,200

10,400

Gage

height

16 . 00

15.93

15.97

16.01

Hote. During period Mar. 25 to Apr. 8, 1965, maxi: 

al mini

discharge unknown, but 

1961-65

Water year

1961 

1962 

1963

a Occurs

Date

Sept. 30, 1961 

Oct. 1, 1961 

Sept. 26, 1963

d Oct. 17, 1963.

Discharge

161 

163 

161

Gage height

2.92

2.94 

3.23

Water year

1964 

1965

Date

Sept. 16, 1964 

Aug. 19, 1965

Discharge

151 

174

Gage height

a 3.15 

3.85

1929-65: Maximum discharge, 56,300 cfs Feb. 15, 1948 (gage height, 21.53 ft), from rating 

curve extended above 32,000 cfs; minimum, 78 cfs Sept. 2, 1943 (gage height, 0.63 ft).

Remarks. Records fair except those for periods of no gage-height record, which are poor. Records 

of chemical analyses for the water year 1964 are published in reports of the Geological Survey.

Revisions (water years).--WSP 1211: 1937.

OISCHARGEt IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

3 

4

6 

7 

8

9 

10

11

14

18 

19

23 

24

27 

28 

29 

30 

31

TOTAL 

MEAN

MIN 

CFSM 

IN.

408

278

250

679 

,50O

597

458 

380

596 

479

322 

315

308

250 

.51

543 

479

364

664

1,270 

1,360

648 

606

658

.50

767

658

580

1,860

881 

793

818

2,270

.74

3,390 

3,410

3,400

971

1,110

1.180

658

1.39

888 

1.160

1,240

3,290

1,930

7,590

2.80

6.070

7,780

1,400

5,260

4,860

4,680

6.02

5,060

5,290

4,170

4,340

3,000

2.80

900

1.400

1,500 

1,200

800 

700

973

6C1

390

.79

340

336

350 

340

800

880

800

390

.35

260

350 

300

270 

260

300

300

359

906

754

.38

3Q2

292 

260

344 

297

204

194

231

401

258

7O6 

.27

336

305 

428

408 

320

215

329

225

190 

184

180 

171

492 

.1°

CAL YR 1960: TOTAL 608,161 MEAN 1,662

Kate.--No gage-height rd May 24 to July 16.
HATCHIE RIVER BASIN

7-0295. Hatohle River at Bolivar, Tenn.--Continued

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

2 

3 

4 

5

6

7 

8 

9

IZ

17 

18 

19

21 

22

28 

30

31

MEAN 

MAX 

MIN 

CFSM 

IN.

575

323 

274 

251

227

195 

195

198

198 

201

225

232

.18 

.20

1,070 

1,070

2,320 

2,560 

2,650

1,920 

1,350

1.09 

1.22

1,410 

1,720

16,000 

16,200 

15,400

15,800 

15,100

4.96 

5.72

3,660

6,210 

9,470

,700 

,300 

,060

.850 

,460

5.09 

5.87

4,420 

4,230

2,190 

2,400 

2,430

2,630 

2,780

S

3.75 

3.91

ll'20°0

6,880 

6,780

3,700 

3,330 

2,810

2,320 

2.340

2.740

4.22 

4.86

3,420

6,380

8,590 

8,070 

7,200

5,620 

4,920

2.95 

3.30

2 ,800

918

561

497 

472 

448

411 

394

306 

.72 

.83

JUNE

1,040

1,090

780

1,340

975 

791 

819

1,390 

1,540 

1,360

1,°30

760 

.81

.00

JULY

855 

676

540

467

419

360 

413 

410

320 

300 

280

386

985 

821 

550

1.210 

270 

.34 

.40

AUG.

300 

280

300 

290

240

225

22D

210 

207

200 

196 

193

187 

193 

201

213

304 

350 

310

350 

187 

.16 

.19

SEPT. 

238

238 

270

446 

402

320 

296

478 

485

445

809

1,590 

1,740 

1,390

530 

402 

341

316

348 

374 

374

338

555 

1,740 

238 

.37

HAT YR 1962! TOTAL 1,107,097 MEAN 3,033 MAX 23,100 MIN 187 CFSM 2.05 IN 27.82

1

2 

3 

4

5

6

7 

8

9 

12

14

17 

18

20

26 

28

MAX 

MIN

IN.

364

471

313

358

313

386

760

337

348

427

553

488

448

439

494

492

640

712

448

538

962

994

1,860

1,150

1,700

3,580

6,350

6,530

889

800 

1,740

67O

583

5,060 

4,640

630

412

5,560 

4,870 

3,910

870

780

900 

680 

580

740

820

1,050

644 

458 

330

417

231

200 

204

SEPT.

321 

410 

320

224 

218

245

222

212 

203

198 

184

1,000 

.19
HATCHIE RIVER BASIN 9V

V-0295. Hatchie River at Bolivar, Tenn. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

4 

5

I

10 

11 

13

15 

16

18

21

23 

25

3

28

31

MEAN

MIN 

IN.

200 

195

183

166

159 

157 

#

III 

156

156

159

163 

165

176 

5 '1?T

154

180

253

308

223 

220

232

772

 

334

315

892

386

788

892

1,820

1,110

1,370

3,080

3,320

4,060

3,800

4,210

-

4,960

8.860

4,660

7,680

1,500

1,610

713 

640

440 

394

^

337 

300 

283

331

363

244 

244

281

230

497 

501

452

476

614 

654

526

447

240 

520

888 

557

698

1,230

288 

268

380

.44

375

194 

189

182

178 

171

152

158 

182

184 

ISO

169

280

.21

CAL YR 1963: TOTAL 468,963

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2

4 

5

6 

7

9 

11

14 

17

19 

20

21

25

27 

28

31 

TOTAL

MIN 

CFSM 

IN.

OCT.

288

2B2

249

551

.31 

.36

NOV.

924

 

.46 

.51

DEC.

3,040

3,390

3.17 

3.65

JAN.

1,880

1,080

2.92 

3.36

FEB.

3,650

2.80 

2.91

MAR.

4,700

8,300

2.89 

3.33

APR.

5,500

983

 

2.91 

3.24

MAY

803

844 

684

562

,100

B80

880

.59 

.69

JUNE

340

740 

930

1,140

5flO

360

 

552

320 

.37 

.42

JULY

350

360 

360

381

321

5«4

243

3Ag

2'-3 

.23 

.27

AUG.

189

1B6 

198

304

208 

194

188

187

200

308 

281

291

230 

318 

179 

.16 

.18

SEPT.

211

211 

226

234

544 

450

356

?60 

264

343 

299

298 

544 

211 

.20 

.22

MEAN 2,001 MAX 11,500 MIN 152 CFSH 1.35 IN IB.40 

MEAN 2,088 MAX 10,000 MIN 179 CFSM 1.41 IN 19.15

Hote. No gage-height record Mar. 23 to Apr. 13, Ju
)8 HATCHIE RIVER BASIN

7-0301. Cane Creek at Ripley, Term.

Location.--Lat 35°45 r 25", long 89°33'05", on upstream side of pier on right bank of bridge on State 

Highway 19, 1.3 miles upstream from Hyde Creek and 1.5 miles northwest of Ripley, Lauderdale 

County.

Drainage area.--33.9 sq mi.(revised).

Records available.--October 1957 to September 1962. Annual maximums, water years 1963-65.

Gage Crest-stage gage. Datum of gage is 309.27 ft (revised) above mean sea level, datum of 1929, 

"supplementary adjustment of 1958. Prior to Nov. 14, 1957, staff gage and Nov. 14, 1957, to 

Sept. 13, 1962, water-stage recorder, at same site and datum.

Average discharge. 5 years, 52.3 cfs.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

 ges above base (1,600 cfs), water years 1961-65

Date

Pet. 18, 1961

Nov. 23, 1961 

Dec. 9, 1961 

Dec. 17, 1961

Time

1630 

2130

Discharge

* 1,250

2,280 

2,390 

2,030

Gage

height

12.44

13.5 

13.61 

13.25

Date

Jan. 23, 1962 

Pet). 27, 19£2 

May 1, 1962

Mar. 5, 1963

Time

1030 

1000

Discharge

1,850 

* 3,350

2,050

* 2,330

FGage 

height

13.07 

14.52

13.27

13.55

Date

Mar. 9, 1964 

Mar. 5, 1965

Time

~

Discharge

* 2,250

Gage 

height

13.47

Annual minimum discharge, water yea

Water year

1961

Date

Several days

Discharge

0.20

Gage height || Water year

a 2.48 || 1962

Date

Sept. 13, 1962

Eischarge

0.2O

Gage height

b 2.41

a Occurred Oct. 4, 1960. 

ti Occurred Aug. 23, 1962.

1957-65: Maximum discharge, 3,350 cfs Feb. 27, 1962 (gage height, 14.52 ft), from rating 

curve extended above 1,200 cfs.

1957-62: Minimum discharge, 0.1 cfs May 19, 24-26, Sept. 25, 1959; minimum gage height, 

1.60 ft Sept. 7, 1958.

Remarks.--Records poor. Natural flow affected by upstream discharge of Ripley sewfge effluent.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1941

DAY

1

2

3

4

5

6

7

S

9

10

11

12

13

14

15

16 

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL 

MEAN

MAX

MIN

CFSM

IN.

OCT.

.60

.50

.40

2.7

120

8.1

3.2

2.6

2.2

1.7

1.0

.80

.70

18

151

7.6 

1.4

.80

.80

.70

.40

.40

.40

.30

.30

1.2

1.5

.90

.70

1.2 

7.7

11.0

151

.30

.32

.37

NOV.

2.0

.70

.50

.40

.50

.60

.60

.60

434

163

14

5.4

3.0

2.5

2.2

14

2.9

1.9

1.5

1.2

2.0

3.7

3.0

2.2

1.9

1.8

44

22

4.6

24.8

434

.40

.73

.61

DEC.

2.4

1.6

1.2

1.0

19

153

49

10

5.2

8.4

216

22

7.

4.

3.

3.

2.

2.

2.

2.

1.

1.

1.

1.

2.

2.

5.

127

37 

28

23.5

216

1.0

.69

.80

JAN.

65

30

26

14

11

7.9

6.0

4.7

3.6

3.2

3.2

3.1

3.2

8.9

43

14

5.7

18

8.0

5.0

3.3

3.5

3.3

2.4

2.5

2.6

1.8

1.7

1.6 

1.8

10.2

65

1.6

.30

.35

FEB.

2.4

23

19

5.4

4.1

4.3

267

145

20

13

10

8.4

6.9

6.0

5.0

4.6

717

149

190

508

844

98

29

119

24

15

427

 

131

844

2.4

3.87

4.03

MAR.

48

17

11

32

19

366

209

161

21

10

6.0

196

339

31

10

6.0

! "

.0

.0

1

.9

.4

.5

.8

.5

.2

18

1

3

328

68.3

366

3.5

2.01

2.32

APR.

192

26

19

12

9.9

9.4

6.4

5.0

18

11

8.0

419

50

19

409

263

11

7.8

6.4

5.4

4.7

4.2

3.6

9.3

9.1

3.2

2.8

2.5

2.3

52.4

419

2.3

1.54

1.72

MAY

97

6.9

3.6

3.0

2.5

241

23

320

396

23

9.2

6.2

4.9

24

125

12

5.0

3.5

3.0

2.5

171

85

3.5

1.5

3.5

2.0

1.3

1.0

.80 

.70

51.2

396

.70

1.51

1.74

JUNE

.80

.70

.70

.80

.80

7.6

3.6

111

461

28

37

29

1.9

1.6

2.5

1.2

.80

.70

.80

.80

.70

.60

.60

.60

.50

.50

.50

.50

.40

23.2

461

.40

.69

.76

JULY

.40

.40

.90

.60

.50

.AO

10

2.C

.80

.60

.51

60

too

25

10

20

1.4

1.6

15

29

4.6

1.2

238

133

59

21

20

1.9

1.2

.80

764. 80 

24.7

238

.40

.73

.84

AUG.

.50

.40

.80

.60

.50

.60

.50

.60

.60

.70

.50

10

2.0

.70

.60

.70

.70 

.70

.60

.60

.60

.50

.80

.70

.60

.60

.50

.40

.40

.30 

.30

28.60 

.92

10

.30

.03

.03

SEPT.

30

5.0

2.0

1.0

.70

1.2

1.0

.90

.70

.50

.40

1.0

.50

1.1

.40

.30

.30 

.30

.30

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

49.80 

1.66

30

.20

.05

.05

CAL YR I960: TOTAL 7,210.90 MEAN 19.7 MAX 786 MIN .20 CFSM .58 IN 7.91 

WAT YR 196U TOTAL 12,612.50 MEAN 34.6 MAX 8*4 MIN .20 CFSM 1.02 IN 13.84

Mote.--Mo gage-height ord June 15 to July 17, Aug. 20 to Sept. 30.
HATCHIE RIVER BASIN

7-0301. Cane Creek at Rlpley, Tenn.--Continued

DISCHARGE! IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

6

8

9

0

1

TOTAL

MAX 

MIN 

CFSM

IN.

60

20

10

2.5

1.5

1.0

.90

.90

.80

.70

.80

.70

.70

.60

.70

.70

.70

.60

.60

.70

.70

.70

.70

.60

.70

.70

.70

.80 

.70

60 

.60 

.11

.12

.80

.80

17

3

.5

.5

.5

.1

.0

.1

6:

2

.5

3

6

.9

.1

-B

,4

,2

15

1,40 )

16

4

1

.7

.9

.4

I, WO 

.80 

2.16

2.2

2.1

2.4

2.4

12

4.4

3.2

2.5

1,370

650

500

100

25

10

250

1.600

900

250

ICO

35

40

25

15

9.0

20

10

9.0

8.5 

10

2.1

9.5

8.5

B.O

8.0

15

25

15

10

8.0

6.5

6.0

6.0

7.0

65

55

21

15

10

B.O

15

350

1,500

500

600

450

70

20

9.0 

7.0

6.0

.0

.5

.0

.0

.5

.2

.6

.2

17

1

.0

.0

.B

3

20

2

i:

.5

.7

1

I

75 1

651

29

1,12

944

 

 

4.6

78

25

18

14

9.0

7.4

7.2

119

1,140

107

27

15

10

9.5

8.3

6.8

6.5

8.3

176

407

46

22

15

248

116

15

12

350 

935

6.5

9

I

.5

.9

.3

.0

.4

.0

.8

.4

.2

6

8

128

4.8

1,54

19

3

1-

.5

.0

.5

: .6

.8

.8

.5

.0

.8

.8

.6

.5

.5

.4

.4

.4

.3

.2

.2

.2

.3

.1

.2

.1 

.1

1.1

2.02

4

4

13

.7

.7

.8

.6

.8

.3

.2

3:

.1

.6

.3

.1

.0

.90

2

.7

.5

.0

.80

.70

1.2

1.0

.10

.80

.SO

.70 

.32

.36

.BO

.70

.BO

.80

40

59

2.2

1.0

.80

.80

.80

.BO

.70

.70

.70

5.4

.90

.70

.70

.70

.70

.70

26

13

1.8

.60

.50

.50 

.50

.5P 

.16

.18

.50

.70

.80

.70

1.1

.30

.70

.70

.70

.70

.50

.60

.60

.60

.70

.7."

.70

.6C

.70

. RO

.80

.60

.70

.80

.70

.RO

.PO

1.1 

1.4

1.4

, f n

.02

.03

1.1

1.0

1.0

1.2

1.4

.°0

.PO

.80

1.2

. 6n

.40

.30

2C

8C

14C

IS

5.r

! .5

1 .C

.80

.70

.60

.7C

.70

.70

.60

.&r

. 60

140 

.3C 

.28

.31

WAT YR 1962: TOTAL 29,205.00

Note. No gage-height rd Bee. 11 to Feb. 5.
100 WOLF RIVER BASIN

7-0305. Wolf River at Rossville, Term.

Location. Lat 35°03il5", long 89°32'30", on left bank 100 ft downstream from net' county highway 

 bridge, 0.4 mile upstream from Hurricane Creek, half a mile north of Rossville, Fayette County, 

3j miles downstream from Grlssum Creek, and at mile 60.

Drainage area. 503 sq mi.

Records available. July 1929 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 300.74 ft above mean sea level, datum of 1929, 

"supplementary adjustments of 1941 and 1944. Prior to June 13, 1939, chain gage at same site 

and datum.

Average discharge.--36 years, 666 cfs.

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (2,600 cfs)_,_ water years 1361-65

Date

Feb. 23, 1961

Mar. 8, 1961

Dec. 12, 1961

Dec. 17, 1961

Jan. 25, 1962

Feb. 26, 1962

Mar. 5, 1963

Mar. 12, 1963

Time

0100

2000

2400

0600

1100

0500

2100

0230

Discharge

7,850

* 9,380

3,700

7,250

5,280

* 8,400

3,120

3,520

Gage 

height

11.13

11.43

10.05

11.00

10.52

11.24

9.85

9.99

Date

Apr. 29, 1963

May 28, 1963

Mar. 10, 196

Apr. 6, 196

Apr. 14, 196

Apr. 25, 196

Dec. 4, 196

Dec. 11, 196

Time

2200

0600

_

0530

2000

0600

1400

2200

Discharge

* 5,480

5,130

3,550

4,360

2,830

* 4, 500

* 9,800

3,670

Gage 

height

10.57

10.48

10.00

10.26

9.76

10.30

11.50

10.04

Date

Jan. 10, 1965

Feb. 12, 1965

Mar. 29, 1965

Apr. 6, 1965

Time

1600

0700

2400

1600

Discharge

8,300

9,680

9,500

4,920

Gage 

height

11.22

11.48

11.45

10. 4,2

Water year

1961 

1962 

1963

Date

Sept. 30, 1961 

Oct. 1, 1961 

Sept. 24, 25, 1963

Discharge

141 

142 

136

Gage height

5.15 

a 5.14 

5.10

Water year

1964 

1965

irs 1961-65

Date

Sept. 14, 15, 16 

Aug. 21, 1965

Eischarge

124 

144

Gage height

5.09 

5.17

a Occurred Aug. 20, 21, 1962.

1929-65: Maximum discharge, 40,000 cfs Jan. 20, 1935 (gage height, 13.75 ft, from floodmarks), 

from rating curve extended above 12,000 cfs; minimum, 100 cfs Sept. 16, 17, 1942; minimum gage 

height observed, 2.24 ft Aug. 12-14, 1930.

Remarks.--Records fair. Record of chemical analyses for the water years 1961, 1963-65 are published 

in reports of the Geological Survey.

Revisions (water years). WSP 807: 1935. WSP 1117: 1930. WSP 117 

 1946(M), drainage area. WSP 1391: 1937-38.

1932. WSP 1281: 1935,

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2 

3

5

6 

7

a

9

10

1*

17

18 

20

22 

23

26 

27

29 

30

MAX

C(=SM

IN.

180 

177 

174

599 

767 

986

694

237

229 

229

232 

224

213 

211

,--p

986

.80 

.93

214 

214

211 

211 

210

294

412

346

255 

245

280

.61

.68

300 

304

265 

270 

275

333

280

257

252 

255

666

.64 

.74

1,110 

1,120

680 

580 

473

288

351

333

302

280

245

.88 

1.02

247 

286

370 

556 

940

1,180

7,260

2,000 

1 ,360

 

3.21 

3.34

1,050 

9C6

1,870 

4,000 

7,680

730

652

5C9

481

780

3.16 

3.64

2,000 

1,740

730 

554

1,840

884 

688

439

388

344

344

937 

2,210

1.86 

2.08

386 

366

344 

424

548

782

4L7 

280

231 

242

254

245

406 

1,020

.81

.93

218 

20S

202

209

254

434

671 

3S4 

271

223 

206

18!

171

'82 

834

.56 

.62

170 

US

L60

165 

172

160

163

170

177 

182 

182

167 

Ifrl

170

191

5.353

173 

23'

.3''* 

.40

165 

158

150

149 

148 

183

222

171 

176

170 

167 

166

163 

167

201

196

182

296

.36 

.42

210 

726

1"!

172

187 

190

IflO

169 

L63

155

153 

151

isr

149 

147

145

141

16S 

226

.33 

.37

CAL YR I960: TOTAL 167,748 MAX 2,660
WOLF RIVER BASIN

7-0305. Wolf River at Rossville, Tenn.--Continued

DISCHARGEi IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1 

2

3 

4

5

6 

7 

8 

9

11

14

16

31

MIN 

IN.

216 

333

337

185 

175

173

171

168

178

168 

.45

181 

184

322

280

260

290

181

507

302

582

1,810

2,900

1,090

1,010

888

515

1,090

915

412

494

395

596

858

682 

840

502 

952

988

530

880

318

3O7 

296

489

i:ii

352

248

213 

209

300 

409

1.09

364

364

234

404 

509

681

.88

793 

506

231

210

203 

318

485

392 

285

.80

201 

198

186 

185

182

181 

181

201 

264

655

210 

209

ISO 

.48 

.55

197 

2*4

286 

314

1,780

980 

516

234 

236

248

237

410

197 

.82 

.91

WAT YR 1962: TOTAL 277,711 MEAN 761 'MAX 7,840 MIN 168 CFSM 1.51 IN 20.53

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

4 

5

6

7

9

11 

12 

13

15 

16

18 

19 

20

21

22 

23

25 

26

28

30 

31

MEAN

HIN 

CFSM 

IN.

231

240 

228

231 

226 

222

225

257 

275

280 

304

300 

278 

248

244 

244

250

.57

248

253

265 

268

290

280 

295

310 

300

295 

290 

287

286

270

.60

270

265 

254 

242

286 

295

306

313 

319 

313

337

335

285

.65

297

288 

286 

279

282 

280

278

257 

256 

248

292

281

.64

4EAN 444

362

708 

862 

884

368

325

324

322

313

.94

2.140

1.540 

3,210

1,010

519

375

362 

355

324

2.62

264

380

425 

380

244

216

216 

220

1.06

1,180 

616

278 

248

222

184

180

208 

821

1,760

2.46

392

198 

193

180

1,370

1,140

445 

353

1.17

.88 IN

284

248

195 

182

200

195

208

198 

198

244

244

.49

11.98

212

186

187 

195

172

158

158

155 

158

189 

198

.40

198

195

200

189

166 

161

160 

158

158 

153

142

137 

139 

144

150

.37
102 WOLF RIVER BASIN

7-0305. Wolf River at Rossville, Tenn. Continued

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

2 

3 

4 

5

6

8 

9

2

3 

4

6 

7

<) 

20

24

28 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

148 

147

144

142

141

141

143

146

.28 

.33

151 

169

180

166

171

250

247

.43

217

210

388

371

248

210

271

.61

258

610

598

395

201

328

248

.84

3-95

393

688

442

321

444 

.95

1,200

1,080 

808

364

266

648 

1.48

1,840

2,040 

2,650

1,360

716

1,490 

4,250

4.26

840

380 

360

610 

559 

465

222 

203

190 

186

.93

1B2

162 

158

162 

161 

155

158 

50

39 

37

.35

280

148

442 

422

199 

176

175 

172

182 

218

288 

352

144 

.54

194

201

211

178

321 

227

180 

169

250 

235

189 

171

157 

.59

SEPT.

154

143 

142

134

126 

124

125

150 

150

142 

137

133 

157 

975

1,320

2,080 

124

.60

HAT YR 1964: TOTAL 161,063 CFSM .87 IN 11.91

2

3 

4

5

6 

7 

8 

9 

10

11

16 

17 

18

20

21 

22 

23 

24 

25

26 

27 

28

31

MIN 

CFSM 

IN.

700 

283

214 

196

213

207

196 

192 

189 

186 

185

183 

185

248

.59

OISCHAf

215 

221

218

235

424 

413 

398

389 

&

.65

4,420 

2,220

1,240

708

406 

388 

373

422

468 

485

1,939

3.--

4.45

511

881

559

391

316

3.07

296

1,360

790

384

_____

3.31

992

438

828

625

8,820

4.22

3,120

438

412 

412

328

300

_____

2.45

MAY

228

256

256 

282

312

251 

746

376

.78

JUNE

201

239 

490

588 

460 

304

199

188 

185 

182

______

.58

JULY

201 

212

238 

214

195 

179 

168

159

155 

155 

155

158 

l«.2

.45

AUG.

151

149 

206

168 

159

154 

151 

148

265

165 

165 

174

171 

159

184

.42

SEPT.

168

168 

162

233 

214

201 

187 

179 

174 

171

185

223

190 

185 

180

177

199

158 

.44
MISSISSIPPI RIVER MAIN STEM

7-0320. Mississippi River at Memphis, Term.

Drainage area. --932, 800 sq mi, approximately.

Records available. -Discharge: January 1933 to September 1965. Monthly discharge only for some

*

of

Rive

1934 at staff gage

present site, in reports of U.S. Weather Bureau.

same datum. 

Average discharge. --32 years, 453,000 cfs (328,000,000 acre-ft per year).

Extremes . Maximum and minimum discharges for the water years 1961-65 are contained in the 

following table:

Water 

year

1961 

1962

1965 

1964

1965

Maximum

Date

May 20, 21, 1961 

Mar. 21, 1962 

Mar. 28, 1963 

Mar. 25-26, 1964 

Apr. 12, 1965

Discharge 

(cfs)

1,451,000 

1,281,000 

1,311,000 

1,150,000 

1,110,000

Gage height 

(feet)

a 40.18 

36.84 

c 36.61 

33.14 

d 32.99

Minimum

Date

Nov. 2, 1960 

Aug. 27, 1962 

Sept. 26, 1963 

Jan. 3, 4, 1964 

(e)

Discharge 

(=fs)

149,000 

170,000 

123,000 

103,000 

141,000

Qage height 

tfeet)

b -0.73 

.99 

-2.32 

-5.05 

f -1.50

f Oc

rred May 22, 1961. 

rred Feb. 6, 1961. 

irred Mar. 29, 1963. 

irred Apr. 13, 1965. 

30-31, Nov. 5-6, 1964.

1933-65: Maximum discharge, 1,980,000 cfs Feb. 8, 1937; maximum gage height, 48.69 ft 

Feb. 10, 1937; minimum discharge, 79,200 cfs Aug. 26, 1936; minimum gage height, -5.35 ft Jan. 24, 

1956.

Maximum stage known prior to 1937, 46.55 ft Apr. 9, 1913, at Beale Street gage or about 

45.2 ft, at present site.

Remarks . Records good. Natural flow of stream affected by many reservoirs and navigation dams.

peration. Two hundred nineteen discharge measurements furnished 

height record collected in cooperation with U.S. Weather Bureau.

Cooperation. Two hundred nineteen discharge measurements furnished by Corps of Engineers. Gagehe

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

ZZ

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

.96

.23

.21

.13

.00

.70

.70

.72

.88

.01

.96

.63

.33

.08

.98

.56

.28

.12

.35

.56

.27

.66

1.05

1.02

.87

.67

.47

.37

.40

.35 

.22

2.23

.12

NOV.

.10

-.27

.01

.30

.56

.66

1.41

2.75

3.95

4.37

3.86

3.77

3.91

4.14

4.58

4.99

4.86

4.46

4.13

3.83

3.70

3.62

3.22

2.95

3.00

3.11

3.33

3.13

2.85

2.10

4.99

-.27

DEC.

1.70

1.72

2.23

2.78

2.56

2.41

2.48

£.25

2.08

1.66

1.40

1.39

1.84

2.86

3.19

3.19

3.36

3.25

2.96

2.84

2.22

1.71

1.32

1.04

1.22

1.66

1.55

1.03

.61

.56 

.89

3.36

.56

JAN.

1,67

2,21

3,25

5.21

6.78

7.81

8.24

8.35

7.91

7.35

6.74

5.45

3.98

3.16

2.76

2.35

1.78

1.75

2.75

4.04

4.75

5.31

6.30

7.47

8.22

8.74

8.71

8.12

7.07

4.72 

1.94

8.74

1.67

FEB.

.64

.54

.88

.33

-.52

-.73

-.50

.13

.46

.97

1.62

2.05

2.63

3.83

5.00

5.71

6.02

6.14

6.40

6.66

7.76

9.30

10.81

13.32

16.80

19.30

20.79

32.00

__ __

 

32.00

-.73

MAR.

22.86

23.77

24.63

25.51

26.28

26.86

27.31

27.81

28.40

29.01

29.69

30.43

31.47

32.54

33.37

34.00

34.50

34.93

35.36

35.67

35.94

36.06

36.05

35.95

35.76

35.53

35.23

34.93

34.50

33.92 

33.32

36.06

22.86

APR.

32.48

31.52

30.89

30.49

30.13

29.57

28.76

27.75

27.82

26.14

25.44

25.32

25.12

24.87

25.34

26.29

26.75

27.22

27.55

27.76

27.86

27.76

27.51

27.12

26.74

26.45

26.24

26.39

26.60

26.84

32.48

24.87

MAY

27.22

27.21

27.03

26.89

26.80

26.80

26.90

27.17

28.13

29.18

30.23

31.30

32.40

33.70

35.04

36.33

37.56

38.59

39.29

39.80

40.09

40.18

40.10

39.65

39.06

38.31

37.19

35.78

33.63

30.65 

27.23

40.18

26.80

JUNE

23.95

30.87

18.50

16.65

15.24

14.41

14.00

1-3.70

13.77

13.49

13.44

14.29

15.21

15.45

15.70

16.20

17.18

18.38

19.31

19.91

20.23

20.48

20.73

20.60

20.26

19.46

18.16

16.50

14.80

12.99

23.95

12.99

JULY

10.99

9.23

8.06

7.48

7.59

7.91

8.22

8.25

7.79

7.06

6.35

5.89

6.28

7.11

7.10

6.42

5.71

5.77

6.31

6.60

7.18

8.03

8.58

9.52

10.33

10.79

11.28

12.63

14.04

14.47 

14.35

14.47

5.71

AUG.

14.07

13.48

12.53

11.48

11.00

10. ?2

10.50

10.57

10.98

11.52

11.67

11.52

11.35

11.10

10.60

10.25

10.10

10.06

10.05

9.61

8.66

7.34

5.52

5.27

3.58

3.56

3.88

3.81

3.46

3.21 

3.21

14.07

3.21

SEPT.

3.67

4.00

3.72

3.30

3.28

3.58

3.59

3.22

3.36

3.72

4.30

4.89

4.75

4.32

4.01

3.65

3.41

4.70

8.84

12.48

14.76

15.98

16.10

15.10

13.58

12.08

10.83

10.53

11.14

12.03

16.10

3.22
MISSISSIPPI RIVER MAIN STEM

7-0320. Mississippi River at Memphis, Tenn.--Continued

GAGE HEIGHT, IK FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21 

22

23

24

25

26

27

28 

29

30 

31

MAX

MIN

OCT.

12.75

12.13

10.98

9.95

9.03

8.15

8.22

8.93

9.37

9.17

8.36

7.78

7.30

6.30

5.20

4.70

4.44

4.96

6.90

8.19

8.37

7.96 

7.14

6.32

5.72

5.34

5.20

5.15

5.17 

4.88 

4.02

12.75

4.02

NOV.

3.30

3.07

3.46

3.74

4.73

7.40

10.15

12.48

14.10

14.94

15.34

15.32

14.52

13.04

11.80

10.88

9.98

9.50

9.32

9.62

10.68

12 .84 

15.72

16.81

17.60

17.83

17.79

17.24

16.35 

15.40

17.83

3.07

DEC.

14.57

13.98

13.57

13.27

12.95

12.30

11.47

9.72

8.37

8.45

8.58

9.95

11.96

13.84

15.12

15.94

17.37

17.64

18.08

19.00

20.13

21.13 

22.10

22.80

23.27

23.74

24.37

24.68

24 .53 

23.75

22.35

24.68

8.37

JAN.

20.53

18.37

16.39

14.77

13.60

12.64

11.77

11.03

11.45

13.38

15.38

16.46

17.04

17.12

17.25

17.13

17.63

18.44

18.74

18.43

17.71

17.18

17.10

18.26

19.92

21.78

23.39

24.64 

25.65

26.69

26.69

11.03

FEB.

27.47

28.04

28.39

28.74

29.11

29.16

29.05

28.93

28.77

28.40

27.82

27.08

26.11

25.11

23.94

22.97

21.95

21.00

20.38

19.93

19.76

19.60

19.65

19.52

20.69

22.79

24.99

29.16

19.52

MAR.

27.02

28.94

30.30

31.46

32.66

33.73

34.53

35.02

35.58

35.80

35.98

36.01

36.10

36.15

36.30

36.42

36.50

36.62

36.72

36.76

36.80

36.13

35.78

35.60

35.69

35.67

35.73

35.80 

35.95

36.80

27.02

APR.

36.42

36.46

36.49

36.53

36.60

36.60

36.56

36.45

36.34

36.10

35.95

35.78

35.50

35.20

35.10

34.95

34.90

34.93

34.94

34.88

34.74

34.37

34.06

33.62

32.96

31.90

30.36 

23 .31

26.05

36.60

26.05

MAY

24.39

22.91

21.98

21.42

20.96

20.67

20.28

19.68

18.68

18.01

17.18

16.39

15.57

14.79

14.40

14.57

14.90

14.78

14.32

13.86

13.19

11.26

10.83

10.39

9.94

9.54

9. 22

9.70 

10.15

24.39

9.22

JUNE

10.63

11.04

11.32

12.02

13.60

15.02

15.57

15.38

14.80

14.39

14.69

14.99

14.98

15.00

15.39

15.75

16.00

16.16

16.16

15.96

15.20

12.68

11.73

11.26

10.51

10.18

9.84 

9.67

9.30

16.16

9.30

JULY

8.97

8.88

8.50

7.91

7.50

7.10

6.83

7.31

8.76

9.9£

10.30

9.7E

9. If

8.7E

8.4fl

8. 25

7.92

7.82

8.14

8.75

9.97

10.58

9.42

9.12

8.86

8.52

8.71 

9.44

9.91

10.90

6.83

AUG.

9.34

8.46

7.68

7.23

6.81

6.36

5.99

5.70

5.24

4.97

5.23

5.28

4.97

4.64

4.10

3.68

3.33

2.66

2.33

2.15

2.18

1.52

1.41

1.23

1.11

1.01

1.26

liei

1.40

9.34

1.01

SEPT.

1.37

1.93

2.30

2.42

2.43

2.73

3.46

4.03

4.27

4.35

4.37

4.51

4.68

4.64

4.91

5.43

6.33

6.26

5.60

4.99

5.11

5.07

4.29

3.60

3.14

2.81

2.72 

2.71

2.76

6.33

1.37

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

2.85

3.21

3.63

3.81

3.95

4.60

5.58

6.22

6.36

6.16

5.72

5.54

5.05

4.26

3.98

4.36

4.67

4.60

4.39

4.48

5.44

5.71

4.98

4.12

3.88

3.93

4.04

3.84

3.55

3.23

2 .7o

6.36

2.75

NOV.

2.99

2.98

2.45

2.47

2.78

3.01

3.22

3.58

3.88

3.27

2.21

2.06

2.50

3.61

5.16

6.25

7.19

8.29

9.26

9.93

9.98

9.64

9.04

8.37

7.94

7.81

7.79

7.80

7.70

7.69

9.98

2.06

DEC.

8.01

8.49

8.65

7.99

5.89

3.61

2.63

2.42

2.61

3.04

3.48

3.66

3.50

3.28

2.86

1.90

.98

.20

-.42

-.68

-.29

.42

1.08

1.45

2.10

3.01

4.16

5.21

6.19

7.62

9.02

9.02

-.68

JAN.

9.90

10.06

9.55

8.84

8.37

8.26

8.36

8.44

8.08

7.20

5.59

3.50

2.63

2.81

2.99

3.46

4.33

5.13

5.69

6.41

7.45

8.31

8.80

8.45

7.75

7.21

5.86

4.22

3.00

2.40

2.19

10.06

2.19

FEB.

1.71

1.21

1.11

1.01

.91

1.06

2.29

3.79

5.00

6.12

7.03

7.79

8.19

8.38

8.36

8.29

8.21

7.99

7.64

7.17

6.67

6.03

5.10

3.92

3.41

3.68

3.90

4.50

 

8.38

.91

MAR.

5.62

6.13

5.99

5.34

5.21

5.71

7.20

10.87

16.86

21.64

24.67

26.40

27.41

28.19

28.78

29.46

30.29

31.09

31.93

32.85

33.78

34.49

35.09

35.53

35.83

36.18

36.30

36.47

36.59

36.59

36.50

36.59

5.21

APR.

36.33

36.07

35.74

35 . 40

34.84

34.28

33.56

32.61

31.47

29.92

27.82

25.26

22.38

19.70

17.57

15.98

14.42

12.88

10.99

9.26

8.00

7.29

6.83

6.42

6.29

6.44

6.80

7.11

7.70

8.64

36.33

6.29

MAY

9.17

9.79

11.61

13.90

15.29

15.38

14.40

13.32

12.22

11.47

10.50

9.46

8.73

8.32

7.86

7.. 25

7.12

7.33

7.54

3 . 22

9.60

11.16

12.61

13.00

12.79

12.90

12.92

11.82

10.90

11.08

11 ,o9

15.38

7.12

JUNE

12.19

12.29

11.71

11.17

10.78

10.13

8.90

7.61

6.79

6.29

6.36

6.86

7.77

8.44

8.98

9.56

9.49

8.87

8.77

8.82

8.15

6.60

5.59

5.15

4.78

4.75

4.62

4.39

4.30

4.03

12.29

4.03

JULY

3.72

3.27

2.81

3.24

3.83

4.19

3.86

3.49

3.18

2.59

2.08

2.03

2.09

1.92

1.57

1.49

1.96

2.38

2.31

2.18

2.50

2.81

3.17

3.68

4.18

4.42

4.71

4.58

4.09

3.78 

3.69

4.71

1.49

AUG.

3.59

3.07

2.80

2.98

2.71

2.49

2.80

2.98

3.09

3,20

3.00

2.39

2.16

2.35

2.60

2.74

2.59

1.86

1.04

.70

.32

.41

.90

.84

.62

.49

.43

.45

.36

.29 

.30

3.59

.29

SEPT.

.90

1.52

1.37

.95

.32

.06

.04

.30

.40

-.14

-.76

-.97

-.61

-.40

-.34

-.02

-.02

-.30

-.50

-.82

-1.06

-1.12

-1.19

-1.44

-2.09

-2.29

-1.90

-1.69

-1.71

-1.88

1.52

-2.29
MISSISSIPPI RIVER MAIN STEM

7-0320. Mississippi River at Memphis, Tenn.--Continued

GAGE HEIGHT, IH FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29 

30 

31

MAX

MM

OCT.

-2.06

-2.36

-2.40

-2.27

-2.38

-2.25

-2.12

-2.20

-2.47

-2.49

-2.31

-2.30

-2.28

-2.34

-2.63

-2.80

-2.79

-2.69

-2.51

-2.51

-2.68

-2.71

-2.78

-2.90

-2.93

-3.00

-2.80

-2.69

-2.99 

-3.10 

-2.90

-2.06

-5.10

NOV.

-2.64

-2.89

-3.00

-2.99

-2.79

-2.44

-2.53

-2.93

-2.74

-1.89

-1.57

-1.53

-1.26

-1.49

-1.58

-1.60

-1.91

-2.14

-2.25

-2.48

-2.80

-3.05

-2.52

-2.40

-2.58

-2.49

-2.18

-1.80

-1.81 

-1.80

-1.26

-3.05

DEC.

-1.66

-1.00

.22

.09

-.32

.00

.50

.69

.38

-.11

-.10

-.39

-1.07

-1.09

-.58

-.35

-.33

-.26

-.37

-.62

-l.OB

-1.77

-2.57

-3.20

-3.15

-3.35

-3.70

-3.90

-3.65 

-3.55 

-3.85

.69

-S.90

JAN.

-4.50

-4.82

-5.05

-4.95

-4.95

-4.55

-4.19

-3.68

-2.62

-1.91

-.38

2.29

4.48

5.64

6.28

6.52

6.44

6.27

6.00

5.85

5.19

3.38

.91

.18

.98

1.7S

2.79

4.38

5.90 

7.11 

7.98

7.98

-5.05

FEB.

8.32

8.38

8.45

8.07

7.22

6.69

6.00

5.01

3.78

2.46

1.77

1.99

2.63

3.04

3.61

3.73

3.59

3.67

4.42

6.10

7.69

8.65

9.07

9.28

9.24

8.97

8.35

7.60

6.61

9.28

1.77

MAR.

4.99

3.09

2.07

2.49

3.07

4.30

7.53

12.00

16.09

20.10

22.70

25.46

27.26

28.14

28,82

29.42

30.00

30.41

30.88

31.35

31.86

32.00

32.50

32.73

32.95

33.13

33.10

33.10

33.00 

32.88 

32.61

33.13

2.07

APR.

32.24

31.64

30.79

29.66

27.33

25.15

22.61

21.06

21.07

22.69

24.45

25.60

26.47

26.41

26.12

25.76

25.54

25.33

24.98

24.34

23.36

21.93

20.24

18.87

18.37

19.37

21.64

23.29

24.57 

25.49

32.24

18.37

MAY

26.22

26.72

27.24

27.33

27.36

27.29

27.10

26.77

26.25

25.39

23.98

22.15

20.15

18.04

16.15

14.54

13.15

11.84

10.78

10.21

9.86

9.54

9.26

8.86

8.21

7.62

7.00

6.51

6.07 

6.28

27.36

6.04

JUNE

6.83

7.50

8.63

9.06

8.49

7.32

6.01

5.05

4.35

3.90

3.69

3.72

3.75

3.57

3.56

3.43

3.15

2.82

3.12

5.16

7.83

9.57

10.70

11.05

10.76

11.14

11.66

11.91

12.09

12.09

2.82

JULY

11.67

11.16

9.81

8.02

6.56

5.50

4.51

3.59

2.56

2.21

2.84

3.21

2.95

3.06

3.16

3.49

3.67

3.98

4.14

4.05

3.84

3.61

3.41

2.94

2.31

1.94

1.55

1.38

1.18

.68

11.67

.68

AUG.

.80

.54

.48

.40

.21

-.20

-.50

-.24

.30

.30

.07

.05

-.25

-1.05

-1.30

-.63

-.65

-1.56

-1.51

-.90

-.50

-.39

-.88

-1.21

-.74

.14

-.13

-.35

-.04 

.00

.80

-1.56

SEPT.

-.35

-.41

-.53

-.74

-1.01

-1.19

-1.29

-1.66

-1.90

-2.05

-1.40

-.94

-1.09

-.93

-1.01

-.48

.30

.83

.65

.51

.US

-.5Z

-.64

-.27

-.34

-.11

-.15

-.11

-.32

.83

-2.05

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIH

OCT.

.53

1.39

2.48

3.64

3.90

3.80

3.80

3.47

2.92

2.52

2.25

2.05

1.43

.57

.00

-.58

-.90

-.79

-.66

-.91

-1.20

-1.02

-.86

-.94

-.84

-.50

-.17

-.69

-1.34

-1.47

3.90

-1.47

NOV.

-1.20

-.71

- .50

-.96

-1.33

-1.44

-1.25

-1.11

-1.18

-.76

-.49

-.52

-.64

-.75

-.73

-.80

-.61

-.76

-.44

-.10

.42

1.52

2.37

2.71

2.78

2.79

2.90

2.82

3.43

3.43

-1.44,

DEC.

4.70

5.71

6.66

7.12

6.71

6.85

7.69

9.28

10.56

11.09

11.55

10.76

10.52

10.91

11.14

11.51

12.96

13.55

13.83

13.55

13.09

12.35

11.34

10.30

B.94

7.05

6.10

6.48

7.32

8.25

13.83

4.70

JAN.

9.36

10.29

10.92

11.09

11.13

11.57

12.72

14,36

16.19

17.52

17.75

17.99

16.36

18.75

16.92

16.97

18.38

18.08

17.93

17.14

15.79

14.39

12.84

11.27

9.61

8.35

8.10

9.39

11.30

12.30

18.97

8.10

FEB.

13.03

13.65

14.00

14.06

13.77

13.10

12.09

10.91

9.45

8.17

7.14

10.06

13.10

17.12

20.70

23.21

25.58

26.06

26.05

25.67

24.94

23,87

22.56

21.03

18.72

16.45

14.54

 

26.06

7.14

MAR.

13.31

12.94

13.41

14.58

15.90

17.28

18.59

20.04

21.24

21.97

22.37

22.65

22.72

22.49

2E.28

22.12

21.72

21.11

20.35

19.88

20.14

20.83

21.69

22.31

22.74

21.94

21.54

21.91

22.67

23.71

23.71

12.94

APR.

E5.06

26.63

27.86

28.86

29.63

30.40

30.99

31.45

31.83

32.25

32.57

32.92

32.97

3E.96

32.91

32.82

32.65

32.62

32.54

32.46

32.34

32.23

32.04

31.80

31.42

30.83

29.98

28.77

27.49

32.97

25.06

MAY

26.29

25.52

25.29

25.50

25.77

25.90

25.84

25.50

84.80

23.71

22.38

21.07

19.91

19.11

18.57

18.16

17.25

16.81

16.18

15,39

14.74

14.16

13.64

12.99

12.37

12.26

11.41

11.04

10.79

11.17

26.29

10.79

JUNE

11.69

11.46

11.27

11.31

11.51

11.40

11.46

11.95

12.95

14.17

15.07

15.54

15.52

15.14

14.48

13.47

12.04

11.48

11.22

10.98

10.66

10.34

9.90

9.59

9.45

9.24

9.11

8.83

8.26

15.54

8.26

JULY

7.66

6. 62

6 . 3E

6.5E

7.24

9.38

11.40

12.65

13.22

12.94

12.23

11.51

10 . 9S

10.47

9.89

9.40

8.71

8.41

8.20

8.05

7.75

7.12

6.22

5.89

7.01

8.99

10.63

11.76

11.98

11.19

13.22

5. eg

AUG.

9.67

7.77

5.76

3.89

2.81

1.89

1.26

1.41

1.76

2.10

2.31

2.07

1.95

1.70

1.42

1.26

1.26

1.15

.66

.37

.27

.25

.43

.50

.55

.71

.52

-.09

-.27

.61

9.67

-.27

SEPT.

1.68

2.02

2.11

2.85

4.95

6.51

7.68

8.39

6.43

5.45

6.58

7.54

8 .23

9.59

10.96

11.69 

11.15

10.57

9.67

9.22

10.08

11.18

11.29

10.85

10.80

11.94

13.69

15.34

16.55

17.48

17.48

1.68
MISSISSIPPI RIVER MAIN STEM

7-0320. Mississippi River at Memphis, Tenn. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER I960 TO SEPTEMBER 1961

1

2 

3

4 

5

6 

7 

8 

9 

10

11

12

16 

17 

IB

22 

23 

24 

25

26 

27 

28 

29 

30 

31

MAX 

NIN

192,000 

193,000 

192,000 

190,000 

186,000

181,000 

183,000 

181,000 

IBS, 000 

186,000

186,000 

180,000

164,000 

161,000 

158,000

166,000 

171,000 

170,000 

164.000

161,000 

158,000 

158,000 

158,000 

156,000

193,000 

154,000

152,000 

151,000 

158,000 

164,000 

170,000

175,000 

190,000 

217.000 

238,000 

240,000

230.000 

228,000

244,000 

238,000 

232,000

224,000 

217,000 

213,000 

213,000

217,000 

219,000 

215,000 

208,000 

193,000

244,000 

151,000

188,000 

190.000 

199,000 

208,000 

202,000

202,000 

200.000 

197.000 

193,000 

185,000

183,000 

181.000

213,000 

215,000 

211,000

83 000 

76 000 

73 000 

78 000

83 000 

80 000 

71 000 

164 000 

164 000

215,000 

164,000

CAL YR 1960s TOTAL 158,922,000 

WAT YR 19611 TOTAL 174,816,000

188,000 

200,000 

226,000 

267,000 

302,000

322,000 

331,000 

331.000 

319,000 

306,000

288,000 

258,000 

230.000

199,000 

190,000 

200,000

280,000 

297,000 

319,000 

331,000

338,000 

335,000 

322,000 

295,000 

242,000

338.000 

188.000

178.000 

181,000 

185,000 

176.000 

164.000

164.000 

170.000 

181.000 

188.000 

199.000

208.000 

213.000 

224.000

282.000 

284.000 

286.000

361.000 

397.000 

470,000 

564,000

636,000 

685,000 

723,000

723 ,000 

164,000

MEAN 434,200 

MEAN 478,900

755,000 

785,000 

819,000 

B5C.OOO 

877,000

899,000 

915,000 

939,000 

959,000 

983,000

1012.000 

1047,000 

1091.000

1203,000 

1227,000 

1247,000

1276,000 

1261,000 

1242,000 

1213,000

1184,000 

1160,000 

1133,000 

1101,000 

1078,000

1276,000 

755,000

1042,000 

1021,000 

1016,000 

1016,000 

1008,000

983,000 

947,000 

903,000 

873.000 

843.000

823,000 

819,000 

809,000

850,000 

869,000 

884,000

896,000 

884,000 

865,000 

854,000

843,000 

836,000 

843.000 

847.000 

858,000

1042,000 

802,000

869,000 

869,000 

861,000 

858.000 

854.000

854.000 

861,000 

877,000 

915,000 

955,000

1004,000 

1051,000 

1101,000

1291,000 

1351,000 

1396,000

1441,000 

1426,000 

1391,000 

1351,000

1301,000 

1237,000 

1156,000 

1042,000 

915,000

1451,000 

792,000

MAX 1,133,000 MIN 151 

MAX 1,451,000 KIS 151

JUNE

688,000 

609,000 

549,000 

503,000 

472,000

456,000 

450.000 

445,000 

447.000 

447,000

453,000 

481,000 

503,000

540,000 

573,000 

609,000

669,000 

672,000 

663,000 

645,000

615,000 

567,000 

517,000 

461,000 

411.000

688,000 

411,000

JULY

363,000 

324.0CO 

299, OCO 

288, OCO 

291,000

299,000 

304,000 

304,000 

293,000 

275,000

262. 001 

254,001 

267,000

265,00") 

252.000 

258,000

306,000 

319,000 

340,000 

358,000

370,000 

385.000 

419,000 

450,000 

461,000

461, OOC 

252,000

AUG.

447,000 

420,000 

404,000 

382,000 

373,000

365,000 

361,000 

363,000 

375,000 

387,000

387,000 

385,000 

380,000

354,000 

352,000 

352,000

282,000 

246,000 

222,000 

213,000

213,000 

219,000 

217,000 

209,000 

206,000

447,000 

206,000

SEPT.

215,000 

219,000 

213,000 

206,000 

206,000

211.000 

209,000 

204,000 

208,000 

215,000

226,000 

236,000 

232,000

211,000 

209,000 

252,000

523,000 

520,000 

486,000 

442,000

401,000 

397,000 

365,000 

380,000 

399,000

523,000 

204,000

,000 AC-FT 315,200,000 

,000 AC-FT 346,700,000

M Expressed In thousands.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 70 SEPTEMBER 1962

1

2 

3 

4 

5

6

7 

8 

9 

10

12

14

15

16

17 

18

20

21 

22

25

26 

27 

28 

29

MAX 

MIN

409.000 

389,000 

363,000 

340.000

306,000 

315,000

335,000

308,000

273,000 

252,000

240,000 

258,000

319,000

322,000 

306,000

256.000

248.000 

246.000 

246,000 

244,000

409,000 

221,000

208,000 

206,000 

215,000 

224.000

319.000 

382,000

503,000

509,000

432,000 

397.000

354.000 

342.000

352.000

382.000 

445,000

576.000

585,000 

582.000 

561,000 

534,000

585,000 

206,000

478,000 

458,000 

445,000 

434,000

401,000 

377,000

315,000

368,000

475,000 

509,000

570,000 

579,000

624,000

660,000 

698,000

772,000

792,000 

816,000 

826,000 

819.000

826,000 

313,000

663,000 

573,000 

503,000 

456,000

401,000 

385,000

453,000

540,000

558,000 

561,000

579,000 

600,000

594,000

573,000 

561,000

600,000

654,000 

714,000 

765,000 

806.000

884,000 

373,000

915,000 

931,000 

947,000 

955,000

963,000 

959,000

931,000

877,000

806,000 

768,000

704,000 

675,000

645,000

639,000 

639, OOO

639,000

691,000 

768,000 

847,000

967,000 

636,000

927,000 

1004,000 

1055,000 

1101,000

1189,000 

1213,000

1251,000

1247,000

1247,000 

1251,000

1261,000 

1266, OOO

1276,000

1281,000 

1266,000

1223,000

1227,000 

1227,000 

1227,000 

1232,000

1281,000 

927,000

1256,000 

1251.000 

1251,000 

1247,000

1251,000 

1247,000

1223,000

1208.000

1179,000 

1179,000

1170.000 

1175,000

1170.000

1165.000 

1156,000

1124,000

1096,000 

1047,000 

983,000 

903,000

1256,000 

819,000

775,000 

733,000 

704,000 

688,000

660,000 

645,000

570,000

517,000

470, ODD 

45 8, OOO

470,000 

464,000

440,000

419,000 

392,000

354,000

345,000 

335,000 

331,000 

333,000

775,000 

331,000

365,000 

377,000 

385,000 

406,000

484,000 

500,000

486,000

512,000

514,000 

528,000

546.000 

552,000

540, OdO

517,000 

481.000

401,000

382,000 

368,000 

358,000 

352,000

552,000 

338.000

331, OOC 

324, OOC 

310,000 

297, OOC

275,000 

271,000

340.000

333,000

317,000 

315,000

313,000 

315,000

345,000 

322,000 

304,000 

295,000

273,000 

267,000

244,000

248,000 

242,000 

236,000 

224,000

209,000 

199,000

342,000 190,000

373,000 188,000 

392,000 183,000

349,000

342,000 

335,000 

340,000 

356,000

392,000 

271,000

173,000

171,000 

171,000 

175,000 

176,000

345,000 

171,000

178,000 

188,000 

195,000 

197,000

208,000 

222,000

238,000

238,000 

242,000 

244,000 

244,000 

248,000

277,000 

273,000

248,000

248,000 

250,000 

244,000

215,000

208,000 

202,000 

200,000 

199,000

277,000 

178,000

CAL YR 1961: TOTAL 196,287,000 MEAN 537,800 MAX 1,451,000 HIS 164,000 AC-FT 389,300,000 

WAT YR 1962: TOTAL 205,147,000 MEAN 562,000 MAX 1,281,000 MIN 171,000 AC-FT 406,000,000

M Expressed in thousand
MISSISSIPPI RIVER MAIN STEM

7-0320. Mississippi River at Memphis, Tenn. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

25

26

27

28

29

30

31

MEAN

MAX

MIN

202,000

215,000

217,000

221,000

236,000

25*, 000

262,000

265,000

260,000

252,000

2*8,000

236,000

224,000

222,000

232,000

236,000

236,000

234, QUO

240,000

256,000

256,000

242,000

222,000

224,000

224,000

224,000

221,000

217,000

211,000

233,200

265.000

202,000

217,000

206,000

203,000

213,000

217,000

221,000

226,000

226,000

213,000

195,000

193,000

202,000

224,000

254,000

275,000

297, OCO

322,000

342,000

354,000

354.000

345,000

331,000

308,000

304,000

304,000

304,000

302,000

302,000

_____

266,400

354,000

193,000

308, ODO

319,000

299,000

252,000

211,000

197,000

193.000

199,000

208,000

217,000

221,000

219,000

213,000

204, OQC

188,000

173,000

159,000

149,000

143,000

156, COO

166, 000

180,000

200, COO

217,000

238,000

260,000

284,000

317,000

347,000

224,200

347,000

148,000

363,000

349,000

333,000

322,000

319,000

322,000

322,000

310,000

291,000

254,000

219,000

209,000

213,000

219,000

232,000

250,000

267,000

280,000

297,000

322,000

340,000

347,000

322,000

306,000

273,000

242,000

219,000

209,000

204,000

265,700

363,000

204,000

95,000

86,000

83,000

81,000

186,000

209,000

236,000

262,000

264,000

304,000

317,000

326,000

326,000

328,000

324,000

322,000

315,000

308,000

297,000

284,000

269,000

248,000

221,000

224,000

230,000

244,000

 . ._

 

 

256,000

326,000

181,000

265,000

269,000

256,000

260,000

273,000

315,000

424,000

603,000

755,000

861,000

923,000

959,000

987,000

1004,000

1029,000

1060,000

1087,000

1124,000

1160,000

1199,000

1227,000

1251,000

1281,000

1296,000

1301,000

1306,000

1301,000

1296,000

1281,000

899,900

1306,000

2 56,000

1266,000

1232,000

1213,000

1184,000

1160,000

1126,000

1086,000

1033,000

971,000

684,000

789,000

695,000

615,000

552,000

503,000

458,000

414,000

365,000

326,000

302,000

291,000

264,000

275,000

260,000

286,000

293,000

308,000

326,000

 

668,300

1266,000

275,000

34O.OOO

404,000

461,000

492,000

469.000

461,000

432,000

406,000

367,000

363,000

340,000

326,000

317,000

306,000

295,000

295,000

302,000

308,000

328,000

347,000

401,000

434,000

442,000

445,000

442,000

414,000

399,000

406,000

42 1 , 000

387,300

492,000

295,000

434,000

411,000

397,000

385.000

363,000

333,000

306,000

291,000

282,000

286,000

302.000

324,000

342.000

354.000

363,000

354,000

340,000

335,000

333,000

313,000

282,000

262,000

246,000

246,000

244,000

240,000

236,000

232,000

_____

317,200

434,000

232.000

224,000

217,000 

213,000

221,000

232,000

236,000

230,000

222,000

215,000

204,000

195,000

195,000

193,000

188,000

181,000

181,000

188,000

195,000

192,000

193,000

199,000

206,000

215,000

236.000

246,000

252,000

248,000

238,000

226,000

226,000

214,100

252,000

161,000

221,000

209,000 

208,000

208,000

202,000

200,000

206,000

209,000

213,000

215,000

209,000

199,000

199,000

200,000

206,000

208,000

204,000

190,000

180,000

173,000

170,000

173,000

180,000

175,000

173,000

171,000

171,000

168,000

166,000

168,000

192,000

221,000

166,000

178,000

IBS, 000 

181,000

171,000

161,000

158,000

159,000

163,000

164,000

156,000

148,000

146,000

151,000

154,000

156,000

159,000

159,000

156,000

151,000

146,000

144,000

143,000

141,000

126,000

124,000

129,000

132,000

129,000

128,000

_____

151,100

185,000

124,000

CAL YR 1962: TOTAL 188,254,000 

MAT YR 1963! TOTAL 124,841,000

MEAN 515,800 

MEAN 342,000

MAX 1,281,000 

MAX 1,306,000

MIN 14-8,000 

MIN 124,000

AC-FT 373,400,000 

AC-FT 247,600,000

M Expr ed in thousands

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 196*

DAY

1 

2 

3 

4 

5

6

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

TOTAL 

MEAN 

MAX 

MIN

OCT.

123,000 

118,000 

116,000 

120,000 

118,000

120,000 

122,000 

120,000 

116,000 

117,000

118,000 

120,000 

122,000 

120,000 

116,000

114,000 

116,000 

116,000 

120,000 

122,000

118,000 

118,000 

117,000 

117,000 

117,000

116,000 

118,000 

120,000 

117,000 

116.QOO 

118,000

3, 670. DM 

118,400 

123,000 

114,000

NOV.

122.000 

118,000 

117,000 

117,000 

122,000

126,000 

123,000 

116,000 

124,000 

136,000

140,000 

141.000 

144,000 

141,000 

141,000

140,000 

136,000 

134,000 

132,000 

126,000

123,000 

123,000 

129,000 

130,000 

129,000

130,000 

135,000 

141,000 

141,000 

141,000

3.922.0M 

130,700 

144,000 

117,000

DEC.

144, OCO 

159,000 

176,000 

173,000 

168,000

175,000 

161,000 

163,000 

176,000 

170,300

170,000 

164,000 

154,000 

156,000 

164,000

168,000 

168,000 

170.000 

168,000 

164,000

156, COO 

144,000 

134,000 

126,000 

126,000

123,000 

120,000 

113,000 

122,000 

123,000 

117,000

4.762.0M 

153,600 

183,000 

117,000

JAN.

108,000 

104,000 

103,000 

103,000 

106,000

108,000 

114,000 

123,000 

136,000 

149,000

180.000 

224,000 

265,000 

286,000 

297,000

297,000 

291,000 

284,000 

273,000 

269,000

252,000 

213,000 

175,000 

170,000 

165,000

199,000 

222,000 

254,000 

286,000 

315,000 

335,000

6.430.0M 

207,400 

335,000 

103,000

FEB.

342,000 

345,000 

345,000 

335,000 

319,000

304,000 

291,000 

269,000 

242,000 

219,000

209,000 

215,000 

226,000 

236,000 

246,000

246,000 

244,000 

246,000 

267,000 

304,000

335.000 

354,000 

361,000 

363,000 

361.000

352.000 

338,000 

317,000 

293,000

8.524.0M 

293,900 

363,000 

209,000

MAR.

254,000 

221,000 

204,000 

222.000 

240,000

275,000 

352,000 

464,000 

579,000 

695,000

782,000 

873,000 

931,000 

963,000 

967,000

1010,000 

1040,000 

1050,000 

1070,000 

1090,000

1110,000 

1110,000 

1130,000 

1140,000 

1140,000

1150,000 

1140,000 

1140,000 

1130,000 

1120,000 

1110,000

25.722M 

829,700 

1150,000 

204,000

APR.

1090,000 

1060,000 

1010,000 

955,000 

665,000

782,000 

704,000 

663,000 

675,000 

733,000

796,000 

840,000 

873,000 

673,000 

661,000

847,000 

836,000 

619,000 

799,000 

766,000

733,000 

685,000 

636,000 

600,000 

594,000

636,000 

704,000 

759,000 

802,000 

836,000

23.834M 

794,500 

1090,000 

594,000

MAY

861,000 

892,000 

907,000 

911,000 

915,000

907,000 

696,000 

877,000 

850,000 

613,000

759,000 

695,000 

624,000 

561,000 

506,000

458,000 

416,000 

385,000 

363,000 

352,000

345,000 

338,000 

333,000 

326,000 

313,000

304,000 

293,000 

284,000 

277,000 

262,000 

288,000

17.331M 

559,100 

915,000 

277,000

JUNE

302,000 

322,000 

345,000 

352,000 

335,000

306,000 

277,000 

258,000 

244,000 

234,000

232,000 

230,000 

230,000 

228,000 

228,000

224,000 

221,000 

217,000 

230,000 

277,000

335,000 

377,000 

401,000 

406,000 

4O4.000

414,000 

427,000 

432,000 

437,000 

434,000

9.359.0M 

312,000 

437,000 

217,000

JULY

409,000 

392,000 

354,000 

313,000 

282,000

258,000 

236,000 

221,000 

204,000 

202,000

213,000 

221,000 

217.001 

221,000 

224,000

230,001 

234,001 

242,001 

244,001 

242,001

238,001 

234,001 

226,001 

219,001 

206,001

200,000 

193,001 

186,000 

185,001 

181,000 

176. OCO

7.409.0M 

239,000 

409, OCO 

176,000

AUG.

176,000 

173,000 

173,000 

171,000 

166,000

159,000 

158,000 

161,000 

166,000 

166,000

163,000 

161,000 

152,000 

141,000 

140,000

149,000 

149,000 

140,000 

144,000 

154,000

161.000 

161,000 

152,000 

149,000 

156,000

170,000 

164,000 

163,000 

166,000 

171,000 

166,000

4.949.0M 

159,600 

176,000 

140,000

SEPT.

163,000 

163,000 

159,000 

158,000 

152,000

151,000 

148,000 

143,000 

140,000 

138,000

148,000 

152,000 

149,000 

151,000 

151,000

159,000 

173,000 

180,000 

178,000 

176,000

170,000 

163.000 

164.000 

170,000 

170,000

173,000 

171,000 

171,000 

166,000 

170,000

4.820.0M 

160,700 

180,000 

138,000

CAL YR 1963s TOTAL 115,027,000 MEAN 315,100 MAX 1,306,000 MIN 114,000 AC-FT 228,200,000

M Expressed in thousands
MISSISSIPPI RIVER MAIN STEM

7-0320. Mississippi River at Memphis, Term.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 196* TO SEPTEMBER 19>-5

1

2 

3 

4 

5

6 

7 

8 

9 

10

11 

12 

13 

14

16 

17 

IB 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

MEAN 

MAX 

MIN 

AC- FT

181. OOO 

199,000 

221.000 

240,000 

244,000

242,000 

238,000 

232,000 

221,000 

213,000

209,000 

204,000 

192,000 

176,000

156,000 

151,000 

152,000 

154,000 

154,000

149,000 

146,000 

149,000 

151,000 

151,000

152,000 

158,000 

163,000 

152,000 

143,000

180,800 

244,000 

143,000 

11.120M

148,000 

154,000 

154,000 

148,000 

141,000

141,000 

144,000 

146,000 

148,000 

154,000

159,000 

158,000 

156,000 

154,000

154,000 

158.000 

158,000 

156,000 

163,000

168,000 

181,000 

700,000 

215,000 

221,000

224,000 

226,000 

226,000 

230,000 

244,000

172,800 

244,000 

141.000 

10.280M

271,000 

291,000 

313,000 

317,000 

310,000

317,000 

340,000 

375,000 

404,000 

414,000

419,000 

399,000 

394,000 

404,000

421,000 

442,000 

461,000 

478,000 

486,000

478,000 

464.000 

442,000 

416,000 

389,000

354,000 

315,000 

299,000 

308,000 

326,000

380,800 

486,000 

271,000 

23.410M

375,000 

397,000 

406,000 

409,000 

411,000

421,000 

453,000 

498,000 

552,000 

582,000

588,000 

594,000 

606,000 

615,000

621,000 

612,000 

603,000 

597,000 

594,000

567,000 

531,000 

489,000 

445,000 

404,000

365,000 

340,000 

335,000 

373,000 

414,000

492,000 

621,000 

335,000 

30.250M

456,000 

470 ,OOO 

475,000 

475,000 

467,000

445,000 

419,000 

389,000 

356,000 

326,000

326,000 

392,000 

478,000 

597,000

779,000 

826.000 

854.000 

873.000 

869,000

850,000 

816,000 

772,000 

759,000 

666,000

594.000 

528.000 

478,000

587,100 

873,000 

326,000 

32.610M

450,000 

447,000 

470,000 

506,000 

546,000

591,000 

630,000 

675,000 

714,000 

733.000

746,000 

755,000 

755,000 

749,000

736,000 

733,000 

720,000 

701 ,000 

682,000

672,000 

682,000 

711,000 

739,000 

759,000

765,000 

739,000 

727,000 

739,000 

765,000

683,000 

796,000 

447,000 

41.990M

880,000 

927,000 

967,000 

995,000 

1016,000

1038,000 

1060,000 

1069,000 

1082,000 

1091,000

1096,000 

1105,000 

1101,000 

1101,000

1101,000 

1101,000 

1101.000 

1101,000 

1101,000

1101,000 

1096,000 

1091,000 

1082,000 

1069,000

1051,000 

1021,000 

983 ,000 

935.000 

884,000

1048.200 

1105,000 

880,000 

62,370M

847,000 

823,000 

819,000 

830,000 

869,000

877,000 

877.000 

858,000 

826,000 

785,000

739,000 

691,000 

654,000 

630,000

597,000 

585,000 

570,000 

555,000 

534,000

514,000 

498.000 

484,000 

470,000 

456,000

442.000 

437,000 

419,000 

411,000 

406,000

630,100 

877,000 

406,000 

38.750N

432,000 

424,000 

421,000 

421,000 

427.000

424,000 

424,000 

437,000 

464,000 

495,000

520.000 

531,000 

531,000 

520,000

475,000 

453,000 

437.000 

424.000 

421,000

414,000 

406,000 

397,000 

387,000 

380.000

375,000 

368,000 

363.000 

354,000 

340,000

432.200 

531,000 

340,000 

25.720M

322, ODD 

302,000 

293,000 

299,000 

324,000

375,000 

427,000 

464,000 

467,000 

450,000

424,000 

401, OCO 

387,000 

375, OCO

349, OCO 

340,000 

335,000 

328, OOO 

324.000

319,000 

313,000 

297,000 

280,00') 

280,000

313,001 

361,001 

404.001 

432,001 

432,001

360,70: 

467,00: 

280,00: 

22,180

361 .000 

310,000 

262,000 

226,000 

206,000

190,000 

183,000 

186,000 

193,000 

200,000

202,000 

200,000 

199,000 

195,000

190,000 

188,000 

190,000 

186,000 

178,000

175,000 

171,000 

173.000 

175,000 

176,000

178.000 

180,000 

175, OOO 

166,000 

170,000 

188,000

198,800 

361,000 

166,000 

12.230M

211,000 

221,000 

224,000 

244,000 

284,000

315,000 

338,000 

335,000 

297,000 

280,000

304,000 

324,000 

340,000 

370,000

409,000 

394,000 

375.000 

354,000 

347,000

370,000 

394.000 

397.000 

389,000 

397,000

434,000 

486,000 

537,000 

579,000 

609,000

365,200 

609,000 

211.000 

21.730H

CAL YR 1964S TOTAL 130,572,000 MEAN 357,800 MAX 1,150,000 MIN 103,000 AC-FT 25'~>, 800,000 

WAT YR 1965: TOTAL 167,704,000 MEAN 459,500 MAX 1,105,000 MIN 141,000 AC-PT 33'., 600, 000

M Expr ed in thousands
ST. FRANCIS RIVER BASIN 109

7-0338. Brewers Creek near Ironton, Mo.

Location. Lat 37°39'05", long 90°34'35", in SijNE^ sec.IS, T.34 N., R.4 E., on left benk 1,000 ft 

upstream from culvert on County Highway W, 4| miles northeast of Ironton, and 7 miles upstream 

from mouth.

Drainage area.--2.19 sq mi.

Records available.--October 1964 to September 1965.

Sage.--Water-stage recorder and trapezoidal weir control. Altitude of gage is l.OfaO ft (from topographic map).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base flno cfs), water year 19FE

Date

Apr. 6, 1965

Time

0515

Discharge

* 153

Gage 

height

14.71

Date

Sept. Z2, 19S5

Time

0620

Discharge

102

Sage 

height

14.18

Date Time Discharge Sage

height

No flow for many days. 

Remarks. Records fair.

OISCHARGEt IN CUBIC FEET PER SECOND, W&TEK YEAR OCTOBER 1964 TO SFPTEMBES 1965

1

2

3

4

5

6

7

8

9

10

11

12;

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

WIN

CFSH

IN.

AC- FT

0

0

0

0

0

0

0

0

a

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

D

0

D

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

MEAN

0

0

0

0

0

0

0

0

11

2.5

.80

.60

.40

.10

0

0

0

0

0

0

.10

.10

.10

.10

0

0

.10

.10

_ ». 

_____

16.00

.5711

0

.26

.27

32

MAX

3.1

10

1.7

.90

.80

.90

.90

7.5

4.8

1.4

.90

.60

.50

.40

.40

.30

.30

.20

.20

.20

.20

.20

.20

.20

.20

.20

.60

.90

.60

.50

.40

40.20

1.30

10

.20

.59

.63

80

.40

.40

31

12

4.2

39

7.1

?.9

1.2

.<50

.90

.80

.70

4.6

14

3.3

1.2

.80

.60

.50

.40

.40

.30

.30

.20

.20

.10

.10

.10

.10

______

128.70

4.29

39

.10

1.96

2.19

255 

 UN

HIN 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

0

. 0

. c

. 0

. 0

. 0

. 0

. 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2.00

,065

.30

0

.03

.03

4.0 

CFSH

0

0

0

.20

.10

.30

1.0

.40

.20

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_____

2.40

.080

1.0

0

.04

.04

4.8 

IN

0

0

0

0

0

n

0

0

0

0

0

a

0

0

0

0

0

0

0

0

c

c

e

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

\C-FT

 

.0

.7

.3

2 3

. 0

. 0

. c

. 0

. 0

. 0

. 0

 -

29. 0

. 8

0

0

. 5

. 0

9
ST. FRANCIS RIVER BASIN

7-0350. Little St. Francis River at Fredericktown, Mo.

Location. Lat 37°33'30", long 90°18'45", in SW£ sec.7, T.33 N., R.7 E., at bridge on State Highway 72, half a mile below Saline Creek and 1 mile west of Fredericktown.

Drainage area. 90.5 sq mi.

Records available. February to September 1939, October 1959 to September 1961 (discontinued).

Sage. Wire-weight gage read once daily with extra readings at higher stage. Datum of gage is 

678.58 ft above mean sea level, datum of 1929.

Extremes. Maximum and minimum discharges for the water year 1961 are contained in the following 

(*), peak discharges above base (1,500 cfs), and annual minimum discharge

Water 

year

1961

Maximum

Date

Mar. 5, 1961 

Apr. 9, 1961 

May 7, 1961

Time

2300 

0800 

1300

Discharge 

(cfs)

2,500 

2,180 

* 3,400

Gage height 

(feet)

10.30 

9.52

12. 3S

Minimum

Date

Several days

Discharge 

(cfs)

0.50

Gage height 

(feet)

Maximum discharge, 6,320 cfs Mar. 5, 1939 (gage height, 16.49 ft); minimum 0.3 cfs 

Sept. 23-28, 1939, Sept. 24, 1960; minimum gage height, 1.87 ft Sept. 24, 1960.

Maximum stage known, 21.4 ft sometime in 1931, from floodmark (discharge, 11,000 ofs 

estimated).

Remarks. Records good.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

I

3

4

5

6

7

8

g

12

14

15

16

17

18

19

20

21

iZ

23

24

25

26

27

29

31

MAX 

WIN

CFSM

IN.

OCT.

.60

.2

.8

.7

.5

.8

.8

I

.5

.2

.8

.5

.1

.8

1

.6

 6

: .1

.0

.0

.6

.5

.0

.5

11

112

.60

.10

.11

NOV.

32

13

11

13

9.7

7.4

9.1

58

23

20

98

475

140

71

48

38

34

56

2 7

1 2

7

0

2

4

 

1,956.2

475 

7.4

.72

.80

30

22

22

23

170

177

101

66

338

122

112

74

56

49

48

46

35

30

28

30

31

37

32

29

26

413 

22

.88

1.01

25

22

21

20

19

19

19

16

16

16

27

28

24

25

23

21

19

18

18

18

16

17

17

14

18

598

28 

14

.21

.25

48

26

19

22

18

21

26

25

225

141

101

88

388

475

292

187

179

400

280

185

132

108

101

 

 

3,987

18

1.57

1.64

126

90

103

1,380

1,640

550

580

325

187

216

165

137

112

115

192

270

525

670

400

258

187

157

187

121

268

90

3.57

4.12

273

171

136

121

99

84

96

1,250

450

238

88

66

60

45

 

43

2.16

2.41

62

41

38

129

1,280

2,900

2,020

1,000

198

126

119

101

87

104

82

74

71

79

84

66

58

82

64

51

43

38

3.54

4.08

41

56

51

40

134

95

434

438

85

282

790

270

161

112

88

72

64

52

48

38

35

32

29

23

 

20

1.46

1.63

22

22

17

13

11

17

12

8.0

5.1

5.5

5.1

5.5

6.5

4.2

11

32

14

9.1

6.0

5.5

34

14

9.1

5.5

3.5

3.5

.12

.14

2.8

2.5

2.2

2.5

13

6.0

3.8

6.0

12

5.1

3.1

2.8

2.5

2.2

1.9

1.7

1.7

1.7

3.1

2.8

2.2

1.9

1.2

.80

.60

.60

.06

.07

1.0

.60

.60

.80

.80

.50

.50

.50

.50

1.7

1.2

.60

.60

.50

.50

.80

.80

.60

.50

.60

.80

.60

.60

.50

 

1.7

.50

.008

.009

41

WAT YR 1961: TOTAL 39,584.50 CFSM 1.20 IN 16.27 A^-FT 78,510
ST. FRANCIS RIVER BASIN nl

7-0375. St. Francis River near Fatterson, Mo.

Location. Lat 37°11'40", long 90°30'10", in NE^ sec.16, T.39 N., R.5 E., near left bank on downstream side of pier of bridge on State Highway 34, 1 mile upstream from Clark Creek and 3 miles 

east of Fatterson.

Drainage area. 956 sq mi.

Records available.--October 1920 to September 1965. Prior to June 1981 monthly discharge only, 

published in WSF 1311.

Sage.--Digital water-stage recorder. Datum of gage is 370.45 ft above mean sea level, datum of 

1929. Prior *^o Oct. 26, 1934, chain page and Oct. 26, 1934, to Sept. 30, 1938, wire-weight 

gage, at site 50 ft upstream at datum 8-00 ft hiuher. f>t. 1, 193R, to Apr. 12, 1939, wireweight gage and Apr. 13, 1939, to Sept. 5, 1956, graphic water-stage recorder, at site EO ft 

upstream at present datum. Sept. 6, 1956, to Sept. 26, 1958, wire-weight gage and Sept. 27, 1958, 

to May 26, 1964, graphic water-stage recorder, at present site and datum.

Average discharge.--45 ypgrs , 1,038 cfs (787,700 aere-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges atove base (21,000 cfs), water years 1961-65

Date

Mar. 6, 1961 

May 7, 1961

Jan. 22, 1962

Time

1730 

2200

-

Discharge

26,600

* 36,500

* 39,600

Cage

height

19.60 

22.10

22.8

Date

Mar. 21, 1962

May 18, 1963

Time

1130

0200

Discharge

37,400

* 16,600

Sage 

height

22.2

16.35

Date

Mar. 10, 1964 

Apr. 6, 1964

Sept. 22, 1965

Time

0200 

0500

2230

Discharge

* 47,800 

21,500

* 38,300

Gage

height

25.30 

18.90

23.40

Annual minimum discharge, water year 1961-65

Water year

1961 

1962 

1963

Date

Sept. 25-28, 1961 

Aug. 22-24, 1962 

Sept. 30, 1963

Discharge

Z5 

19 

35

Gage height

2.48 

2.47 

2.60

Water year

1964 

1965

Date

Aug. 14, 15, 1964 

Aug. 21, 22, 1965

Discharge

15 

13

Qage height

2.29

2.26

1920-65: Maximum discharge, 79,200 cfs Mar. 11, 1935, from rating curve extended above 

55,000 efs; maximum gage height, 31.0 ft Apr. 14, 1945 (backwater from Wappapello Dam); minimuir 

discharge, 8 cfs Aug. 88 to Sept. 1, 1936; minimum gage height, 1.32 ft Aug. 16, 1941.

Maximum stage known, 33.8 ft (present datum) in August 1915, from floodmarks (discharge, 

100,000 efs, from rating curve extended above 55,000 cfs).

Remarks. Records good except those for periods of no gage-height record, which are poor. 

Revisions (water years).--WSP 732: 1922-23.

DISCHARGE, IN CUBIC

1

2

4

5

6

B 

9 

10

11

12

14 

15

16 

17

19 

20

21 

22 

23

25

27

28

30

MEAN 

MAX

IN.

66 

Bl

73 

75

85 

90 

88

86 

83

88 

B6

85 

78

Bl 

100

90 

90

86

80

85

86.4 

169

.10

182 

138

158 

219

341

277 

229

442

530

550

418 

'.290

290 

338

1,180 

850

1,370

466 

380

290

261

3,120

202

184 

177

180

217

180

162

205 

238

1,300

1,850

1,090

5,770 

3,200

2,160

3,080

1,610

1,210

888 

4,000 

9,290

2,670

1,270

888

632

23,700 

21,800 

8,840

1,440

888 

755 

805

805 

755

565

500 

800 

1,000

800

2.800

755 

632 

448

254 

227

189

189

134 

122 

118

104 

96

86 

82

81

208 

200 

120

312 

356

192

156

114

L20 

110 

00

79 

86

242 

186

134

70 

61 

61

56 

53

53 

48

3,009

43

40

37 

35 

34

31 

30

37 

36

34 

32

28 

27 

26

25 

25

27 

973
ST. FRANCIS RIVER BASIN

7-0375. St. Francis River near Patterson, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2 

3 

4

5

6

7

9 

10

11 

12

1* 

15

17 

18 

19

21 

22

26 

27

29 

30 

31

MAX

MIN 

CFSM 

IN.

2B 

28

30 

30

30

30 

30

28 

30

30

30

35 

35 

36

40

42

42

43

28 

.04

.04

46 

50 

98 

16

10 

12

ie

90 

81

73

71

68 

68

84

88

46 

.10

84 

82 

79

88

116 

118

356

780 

1,560 

1.300

250

79

.53

230 

211 

197 

186

186

600

2,400 

1,600 

1,300

24*000

1,400

186 

3.35

1,160 

1,000 

880 

780

7D5

B60

1,200 

1,600 

1,330

1.99

,770 

,540 

,440

,440

832 

730 

7BO

1,470

3.69

1,330 

1,180

1,540

2,060

1,150 

1,030 

915

680 

588

860

1.51

4,860 

2,880

632

370

2B5 

266 

233

154 

183

128 

12D

1.00

118 

329

202

141

104 

96 

88

168 

122

86 

79

.17

«63 

59 

54

51

1?4

8?

64

45 

40 

37

30 

4?

3-5 

3'

B\

1B^ 

.07

-^

116 

70

58 

58

36 

40

34

26 

23 

22

27 

32

35 

37 

118

192 

.06

108 

228

315

266 

211

219 

266

164

325 

227 

161

118

102 

108

94 

90

346 

.21

WAT YR 1962: TOTAL 327.005 MEAN 896

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

3 

4

6

7

9

11

12 

13 

14

15 

16

18 

20 

21

23

25

27

28

30 

31

MEAN 

MAX 

MIN 

CFSM

OCT.

176

504

400

220 

200

160

140

130 

170

250

230

13<3 

130

125

110

96

94

94 

90

90 

.18

NOV.

88

90 

90

90 

100

90

85

65 

85 

80

80

125 

120

10

05

00 

00

00

60

DEC.

00 

05

05 

10

105

90 

90

90

100 

250

400

300

190

1.500

90

JAN.

700 

550

520 

534

488

393 

36D

302

202 

189

170

140

130

120

FEB.

130

124

124

128

139

122

114

112

110

 -

MAR.

336

4,340 

2.420

1,210

1,060

4,340

1,270

860

1,500

6,050

1,948

APR.

1,400

915 

755

565

356

236

200

176

164

950

HAY

970

655 

547

396

266

1.440

880

655

11,600

1,300

2,235

JUNE

542

382 

321

2 46

186 

2D5

266 

378

189

150

122 

130

308 

120

JULY

ion

82

8J.

64

50 

392

16*

11? 

10* 

9«

86

6t

61

58 

56

194

128 

50

AUG.

108

82 

73

68

312 

1,740

547

302 

248 

222

189

150

126

106 

102

98 

92

284 

68

SEPT.

84

75

68 

66

61

56 

54

53

50 

46 

46

46

43

39

36 

36

36

54.0 

84 

36 

.06

3,210

MAX 11.600 MIN 36 IN 8.30 AC-FT 423,2CO

rd Nov. 2 to Dee. 4, De
ST. FRANCIS RIVER BASIN

7-0375. St. Francis River near Patterson, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 196*

1

2 

3

4 

5

6 

7

9 

10

12 

13

15 

16

18 

19

21 

22

23

24 

25

26 

27 

28 

29 

30

MEAN

MIN

IN.

34 

32

31

30

28 

28

28 

27

27

28 

28

31 

31

30

31 

31 

31

29.8

27

.04

35

40 

45

55

53

51

56

58 

778

678

375 

306 

260

158

35

.18 

9,400

166

150 

140

121 

110

117

102

98

96

89 

85 

85

115

B5

.14

92

90

94

96

92

263 

257 

230

12

9

.1

155 

155

313

290

655

351 

322

396

155

.45

420

38,100

,100

.100

,720 

,150

4,002

245

4.83

6,000

1,830

1,250

678

,790 

,580

2,433

570

2.S4

860 

725

530 

456

322

287

213

185 

166

148

126 

121

305

121

.37

131 

125

109 

110

88

78

68 

67

99 

94

85

80 

80

59 

53

48

85.5

43

.10

49 

46

39 

37

31

103

89

5«

48

11 

38

38 

41 

53

*5 

41

66

48.3

31

.C6

44 

41

34 

31

23

20

18

20 

22

24 

24

31 

47 

48

41 

49

62

35.6

16

.04

55 

54

46 

42

32

27

25

23 

22

38 

42

55 

87 

88

86

109 

111 

98 

87 

77

54.1

22

.06

MAX 11.60O MIN

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3

4

5

6

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

Z4 

25

26 

27 

28 

29 

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

69

58 

54

40

39 

38 

38 

39

38 

38 

37

34 

35

35 

36

37 

38 

41

42.6 

69

.04 

.05

58

50 

49

48

49 

48 

48 

48

49 

52

71 

72

86 

298 

298

79.8 

298

.08 

.09

218

190 

198

1B4 

183 

175 

173

152 

140

106 

113

113 

112 

113

149 

218

.18

127

168 

223

212 

208 

201

185 

174

225 

307

353 

315 

284

359 

.27

225

180

1.560 

1,160 

906

607 

524

290 

272

228

.80

251

1,130

898 

755

510 

454

335

284

332 

453

.79

617

8,170

7,620

987 

854

2.960

2,280 

1,690

898

487

357 

325

2.33

274

214

174

207

195 

179

148 

141

700

212

325 

303

.31

208 

244 

399 

349

1,330

1.110 

975

929 

831

379 

317

232

127

93 

85

.63

T3 

f 8 

T4 

84

12

j*

T7

fl 

56

fl

«8

«6

14

31 

29

.07

24 

23 

22 

22

22

20

19 

18 

18 

17

15

15

14

17

23 

20 

21

18.8

14 

.02 

.02

32 

33

33 

33

346

128

320 

1.290 

894 

999 

1,270

628 

470

321

2.310

1.120

852 

671 

579

2.103

32

2.20 

2.45

68 IN 9.22 AC-FT 470,300 

59 IN 8.00 AC-FT 407,600
ST. FRANCIS RIVER BASIN

:ation. Lat 36°S5'42", long 90°17'04", in NW-^SE-f sec.3, 

on St. Francis River, 0.3 mile southwest of Wappapello.

at intake tjwer at dam

Gage- Water-stage recorder. Datum of gage is 347.74 ft (corrected) above mean sea level, datum of 

1939. Prior to June 19, 1941, staff gage at same site and datum.

Water 

year

1961

1962

1963

1964

1965

Maximum

Date

May 10, 1961

Mar. 22, 1962

May 29, 1963

Mar. 12, 1964

Sept. 24, 1965

Contents

236,120

139,420

102,370

257,780

134,080

Elevation

26. 27

18.69

15.14

£7.70

18.20

Minimum

Date

Feb. 7, 1961

Jan. 5, 1962

Feb. 27, 1963

Jan. 22, 1964

Feb. 7, 8, 1965

Contents

44,140

48,820

42,460

42,070

45.5IJO

Elevation

7. 9y

b. 71

7.69

7. fiU

5. 20

Remarks. --Reservoir is formed by earthfill dam. Closure of channel at darn began July I:"1 , 1940;

river began to flow through outlet structure July 24, 1940. Stoplogs placed in outlet structure 

and storage began Apr. 1, 1941; conservation pool level reached Apr SO, 1941. Capacity at 

bottom of outlet tunnels, 4,000 acre-ft (gage height, -9.0 ft); at conservation pool level, 

38,600 acre-ft (gage height, 7.0 ft); at spillway~crest, 625,000 acre-ft (gage heighc, 47.0 ft); 

at maximum pool level, 1,034,000 acre-ft (gage height. 6^.4 ft. uncontrollable above spillway 

crvst). Figures given herein represent total contents. Under normal operating conditions 

reservoir surface will not be drawn below conservation pool level, which ie maintained for purposes of conservation arid recreation, Storage above this level used for flood control. Contents 

computed from daily readings at 0800 hours.

Cooperation.--Records furnished by Corps of Engineers.

CONTENTS, IN ACRE-FEET, AT 080U HOUR3, WATER YEAR OCTOBER 1960 TO SEPTEMBER

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

MIN

OCT.

54,160

54.230

54,52O

54,590

55,020

55,240

55,520

55,740

55,960

56,170

5b, 390

56,530

56,750

56,960

57,180

57,610

57,830

57,9OO

58,840

59,070

59,150

59,230

59,460

59,620

59,770

60,080

60,470

60,630

60,860

61,100

62,190

10.55

+8, 110

62,190

54,16O

NOV.

61,880

61,800

62,030

62,110

62,500

62,420

62,420

62,190

63,280

62,270

62,030

62,110

62,350

62,420

62,420

63,520

65,230

66,700

65,390

63,52O

61,880

61,960

62,740

62,660

64,530

63,750

62,350

61,960

62,740

61,640

10.48

-550

66,700

61,640

DEC.

61,880

62,190

62,420

62,580

62,660

63,200

61,800

63,830

64,370

63,590

63,830

68,600

77,520

77,870

76,020

73,670

70,930

68,440

66,030

63,83O

62,27O

60,240

58,450

57,180

55,810

54,800

53,650

52,720

52,OOO

51,420

50, 700

9.00

-10,940

77,870

50, 700

JAN.

50, 240

49,660

49,200

48,750

48,300

47,900

47,520

47,380

46,860

46,540

46,28O

46,020

45,760

45,560

45,820

45, 700

45,440

45,370

45,700

45, 300

45,560

45,240

45,110

45,040

44,920

44,780

44, 780

44, 720

44,590

44,400

44,260

8.01

-6,440

50,240

44,260

FEB.

44,200

44,200

44,330

44,260

44,200

44, 200

44, 140

44,660

44, 780

44,980

45,300

45,560

46,410

49,200

51,560

52,930

53,720

54 950

6O, 400

66,120

67,940

68,190

68,190

69,85O

70,510

69,270

68,110

67,190

------

11.18

+22,930

7O, 510

44,140

MAR.

65,87O

64,760

63, 630

62,890

62,270

68,850

105,620

123,710

124,440

119,780

112,410

104,830

99,410

94,850

91,630

8U,500

84,460

80,78O

78,140

75,940

76,020

79,370

85,190

89,240

88,690

86,390

83,440

81,300

78,660

76,200

74,090

12.01

+6,900

124,440

62,270

APR.

74,790

76, 730

77,430

76,200

74,620

73,17O

71,340

69,270

68,440

76,640

87,770

90,070

92,100

95,140

94,940

95,140

95,320

94,000

90, t20

86,850

83,O80

79,720

76,820

74,090

72,010

70,260

68,360

66,530

64,530

62,810

10.63

-11,280

95,320

62,810

MAY

62,740

63,910

6E,150

66,050

66,940

75,580

9O,620

156,790

205,280

235,380

232,550

222,160

209,140

195,580

181,680

lbb,530

151,610

137,240

123,820

112,410

102, 28u

94,380

88,140

82,450

78,140

74,440

71,180

68,270

65,950

65,700

65,540

10.98

+2,730

235, 380

62,740

JUNE

65,700

65,870

65,780

65,87O

66,280

66, 700

67,610

67,440

67,940

71,260

70,850

68,600

66,200

65,540

68,85O

82,1UO

84,000

81,220

77,610

74,260

71,010

67,690

65, ISO

62,74O

60,470

58,60O

56,750

55,240

54,440

54,160

9.48

-11,380

84,000

54,160

JULY

54,160

54,010

55,94O

53,800

53,720

54, 300

54,660

55,090

55,520

55,670

55,3ti'J

55,090

55,090

54,8UO

54,520

54,300

53,940

54,010

54,950

57,110

55,blO

54,370

54,370

55,090

54,440

54,080

54,160

54,520

54,800

54,800 

54,730

9.56

+5?C

57, 11C

53,720

AUG.

54,590

54,370

54,080

54,080

54,520

55,090

55,310

55,090

54,800

54,520

54,370

54,370

54,300

54,440

54, 730

54,880

54,950

55,020

54,830

54,520

54,160

53,8uO

54,010

54,160

54,08O

54,OUO

54,010

53,940

54,U10

54,080

54,230

9.49

-500

55,310

53,800

SEPT.

54,440

54,520

54,730

54,880

55,020

55,160

55,020

54,950

54,800

54,520

54,300

54,08u

53,580

54,950

54,080

53,650

53,720

53,65O

53.72O

53,800

53,720

53,800

53,87O

53,940

54,520

54,16O

54,160

54,230

54,230

54,230

9.49

0

55,160

53,580

CALENDAR YEAR i960.................... * -28,670

WATER YEAR 1960-61.................... * +150

t Gage height, in feet, 

* Change in contents, ir
ST. FRANCIS RIVER BASIN

7-0390. Wappapello Reservoir at Wappapello, Mo.--Continued

CONTENTS, IN ACRE-FEET, AT 0800 HOURS, WATER YEAH OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29 

30

31

(t)

(*)

MAX

MIN

OCT.

54,590

54,590

54,660

54,660

54,660

54,660

54,730

54,800

54,880

54,950

55,020

55,240

55,380

55,520

55,450

55,380

55,450

55,520

55,880

55, 740

55,740

55,740

55,740

55,880

56,170

56,320

56,240

56,240

56,460

56,6.00 

56,890

9.86

+2.66

56,890

54,590

NOV.

57,180

57,180

59,540

59,540

60,080

60,240

60, 400

60,790

60,940

61,100

61,250

61,570

61,880

62,350

62,500

62,890

62,580

61,960

62,030

62,110

62,190

62,660

63,520

62,350

61,800

61,490

61,880

61,800

61,800

61,800

10.50

+4.91

63,520

57,180

DEC.

61,800

61,800

61,800

61,800

62,500

62,350

62,190

61,960

62,740

63,360

63,200

63,980

63,670

63,360

63,440

63,200

62,810

62,500

63,360

62,970

62,350

61,570

60,710

59,380

57,900

56,890

56,030

55,020

53,870

53,000 

52,140

9.20

-9.66

63,980

52,140

JAN.

51,420

50,570

49,920

49,340

48,880

49,530

50,180

53,800

56,100

56,170

55,880

55,450

54,880

54, 300

57,610

63,520

69,270

70,180

69,680

68,360

66,530

69,770

112,210

130,850

124,240

115,140

107,670

102,090

96,460

91,080 

86,570

13.41

+34.43

130,850

48,880

FEB.

82,010

77,960

74,790

71,680

69,270

66,360

63,980

62,110

61,100

59,380

58,450

58,130

57,470

56,960

56,170

56,390

56,320

57,250

58,450

58,840

58,990

59,150

59,230

64,610

72,670

87,310

103,070

105,910

 

15.45

+19.34

105,910

56,170

MAR.

102,580

97,800

92,950

88,410

84,640

80,860

77,430

74,350

72,760

71,010

70,350

69,770

69,100

68,270

67,280

65,950

64,530

63,280

61,960

61,250

80,420

131,900

137,790

130,430

121,400

114,030

107,090

101,600

95,800

91,360 

88,140

15.58

-17.77

137,790

61,250

APR.

85,560

82,180

79,190

76,640

73,920

71,510

69,270

66,940

66,030

65,150

66,360

71,680

76,900

77,340

76,640

74,530

72,420

70,430

68,440

66,280

64,370

62,740

61,720

60,470

59,380

58,290

57,320

56,600

56,460

56,170

9.76

-31.97

85,560

56,170

MAY

57,040

68,520

73,420

74,180

73,250

71,590

69,680

67,530

65,620

65, 700

65,620

65,620

65,540

65,390

65,470

65,540

65,620

66,030

66,280

66,120

65,950

65,620

65,310

65,150

65,230

64,920

65,080

65,470

65,470

65,150 

65,080

10.92

+8.91

74,180

57,040

JUNE

65,000

64,840

64,840

65,080

65,620

66,030

66,280

66,530

66,700

67,110

67,110

67,110

66,360

65,700

64,920

64,060

63,280

62,580

61,880

61,020

60,080

59,230

59,690

58,840

58,130

57,320

56,320

55,020

54,160

53,940

9.45

-11.14

67,110

53,940

JULY

53,870

53,800

53,800

53,650

53,650

53,800

54,590

55,020

55,020

55,240

55,520

55,160

54,880

54,370

54,300

54,160

54,370

54,160

53,940

53,720

53,720

53,650

53,720

53,650

53,720

53,800

53,720

53,650

53,650

54,440

54,660

9.55

+0.72

55,520

53,650

AUG.

54,590

54,950

55,240

55,160

55,600

55,310

54,880

54,590

54,160

53,870

53,800

53,940

54,010

53,940

53,940

53,870

54,160

54,080

54,080

54,010

54,010

53,940

54,730

54,590

56,460

55,810

55,020

54,440

54,230

54,370 

55,160

9.62

+0.50

56,460

53,800

SEPT.

55,740

54,590

54,160

55,880

56,240

55,090

54,370

54,160

54,590

54, 300

53,800

54,160

54,520

54,660

54,370

54,590

53,870

54,010

54,160

54,300

53,940

54,010

54,080

54,160

54,950

54,370

54,010

53,940

53,800

53,800

9.43

-1.36

56 , 240

53,800

CALENDAR YEAR 1961.................... * +1,440

WATER YEAR 1961-62.................... * -430

t Gage h

* Change ntents, in acre-feet.

CONTENTS, IN A'33E-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

( f )

(*)

MAX

MIN

OCT.

54,160

55,160

55,810

57,180

58.060

59,070

59,850

60,550

61,180

61,640

62,030

62,500

62,660

63,360

62,890

62,350

61,880

61,800

61,880

61,800

62,190

62,030

62,030

61,720

61,490

61,180

61,020

61 , 100

61,250

61,490

61,640

10.48

+7,840

63,360

54,160

NOV.

61,570

61,570

61.720

61,720

61,800

61,640

62,030

62,270

62,350

62,350

62,190

62,580

62,270

62,270

62,190

^2, 270

62,580

62,810

62,740

62,740

62,890

63,130

62,970

62,970

62,890

63,050

63,050

63,280

63,360

63,360

10.70

+1,720

63,360

61,570

DEC.

63,200

63.050

62,740

62.580

62,350

62,350

61,720

61,800

62,110

61,880

62,350

61,960

61,800

61,880

61,800

59,620

57,180

55,240

53,650

52,280

51,560

50,570

49,720

49,140

48,750

48,420

48,100

47,650

47,840

48,490

49,720

8.35

-13,640

63,200

47,650

JAN.

51,420

52,070

52,430

52,360

52,210

52,210

51,920

51,640

51,350

51,060

50,840

50,700

50,120

49,530

49,140

48,750

48,420

48,100

47,780

47,320

46,860

46, 480

46,480

46,220

45,700

45 , 300

44,720

44,200

44,200

44,200

44,140

7.99

-5,580

52,430

44,140

FEB.

44,260

44,140

43,980

43,860

43,810

43,700

43,700

43,640

43,580

43,530

43,640

43,530

43,470

43,470

43,360

43,250

43,190

43,140

43,080

43,080

43,140

42,860

42,740

42,690

42,690

42,360

42,580

42,690

 

7.73

-1,450

44,260

42,580

MAR.

43, 300

43,420

43,530

43,530

50,840

58,210

63,910

65,390

65,230

64,760

63,830

63,910

63,440

62,740

61,720

61,020

72,090

80,600

83,170

88,410

88,690

85,380

80,780

78,140

74,530

72,090

69,930

68,600

66,700

64,920

62,350

10.57

+19,660

38,690

43,300

APR.

70,930

77,170

76,730

75,060

72,340

69,930

67,440

65,080

63,130

61,250

59,460

57, 760

56,390

55,020

53,940

52,640

51,850

51,060

50,180

49,860

49,200

48,560

48,360

47,520

47,060

46,740

46,220

46,150

46,150

48,490

8.66

-13,860

77,170

46,150

MAY

55,520

62,190

65,870

67,610

67,940

67,860

66,940

66,360

66,280

66,200

66,280

65,950

65,700

66,860

66,6in

66,360

66,360

75,060

86,480

34,090

80,070

76,900

73,580

70,350

67,440

67,940

84,730

99,410

102,870

99,500

93,900

14.20

+45,410

102,870

55,520

JUNE

87,950

82,540

77,960

73,750

70,100

66,860

65,870

65,870

65,870

65,780

66,120

66,030

66,030

66,280

66,450

66,860

65,540

65,700

65,950

66,360

67,110

67,190

67,030

66,700

66,360

66,120

65,950

65,87U

65,950

65,950

11.03

-27,950

87,950

65,540

JULY

65,870

65,700

65,950

65,950

65,950

65,870

65,780

65,950

65,870

65,620

65.390

65,390

65,390

67,860

67,440

66,530

65,870

65,780

65,870

65,870

65,950

65,780

65,700

65,700

65,470

65,310

65,230

65,470

66,030

67,280

66,860

11.14

+910

67,860

65,230

AUG.

66,530

66,450

66,360

66,030

65,700

65,620

65,700

65,870

65,870

66,280

66,530

67,030

68,440

69,190

68,020

66,280

65,950

66,030

66,030

65,950

65,870

66,120

66,280

66,450

66,530

66,700

66,450

66,12U

66,530

66,360

66, 280

11.07

-580

69,190

65,620

SEPT.

66,030

65,950

65,870

66,280

66,280

66,280

66,030

65,950

65,950

65,870

65,700

66,030

66,120

65,870

65,700

65,620

65,540

65,470

65,390

65,310

65,390

65,470

65,310

65,310

65,230

65,310

65,470

65,540

65,950

65,540

10.98

-740

66,280

65,230

CALENDAR YEAR 1962.................... * -2,420

WATER YEAR 1962-63.................... * +11,740

height, in feet, at end of
ST. FRANCIS RIVER BASIN

7-0390. Wappapello Reservoir at Wappapello, Mo. Continued

CONTENTS, IN ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17 

18

19

20

21

22

23

24

25

26

27

28

29

30

31

W

(*)

MAX

MIN

OCT.

65,470

65,470

65,540

65,540

65,540

65,620

65,620

65, 700

65, 700

65, 700

65, 700

65,700

65, 700

65,780

65,780

65,870

65,870

65,950 

65,950

66,030

66,200

66,280

66,280

66,280

66,360

66,530

66,610

66,780

66,780

66,530

66,120

11.05

+580

66,780

65,470

NOV.

66,280

65,870

65,620

65,620

66,030

66,360

66,530

66,53U

66,360

66,280

66,200

66,030

65,950

65,620

65,540

65,470

65, 540

66,280

66,280

66,610

67,610

69,100

66,360

65,950

65,870

65, 700

65,780

66,450

66,030

-----

11.04

-90

69,100

65,470

DEC.

65, 700

65,700

65,540

65,470

65,620

65,780

65,870

66,530

66,940

66,610

66, 700

67,440

67,110

66,700

66,120

65,470

62,560

57,470

55,450

53,720

52,280

51,200

50,050

49,140

48, SOU

47,580

47,000

46,540

45,890

45,500

8.20

-20,530

67,440

45,500

JAN.

45,110

44,720

44,460

44,140

44,090

43,810

43,640

43,420

43,530

43,420

43,140

43,140

43,250

42,910

42,740

42,630

42,520

42,410

42,520

42,350

42,240

42,180

42,240

42,580

42,690

42,970

43,190

43j250

43,360

43,420

7.86

-2,080

45,110

42,180

FEB.

3, 640

3, 700

3, 640

3,640

3,640

44,850

46,080

46,340

46,740

46,860

47,120

47,000

47,710

48,420

48,880

50,240

50,830

52,210

52,500

52,570

52,430

52,140

52,000

51,640

51,280

50,840

50,380

49,980

_ _ 

 

a. 89

+6,560

52,570

43,640

MAR.

49,400

49,010

48,820

48,680

49,600

49,790

50,180

51,560

91,540

180, 79O

251,930

257,160

250,540

240,150

227,920

213,010

197,300

166,410

151,950

138,220

127,070

116,350

106,790

98,940

93,420

88,230

84,820

80,950

77,340

73,830

11.98

+23,850

257,160

48,680

APR.

70,850

68,020

65,700

63,910

62,030

82,010

109,630

112,510

107,670

101,310

95,140

89,330

84,820

81,130

78,140

75,230

72,420

67,690

65,540

63, 750

62,350

66, 780

69,440

70,760

71,100

70,260

69,190

69,440

68,360

11.32

-5,470

112,510

62,030

MAY

66,780

65,7BO

65,700

66,030

66,120

65,870

65,780

65,470

65,780

66,120

66,450

66,610

66,360

65,780

65,390

65,310

65,470

65,390

65,310

65,390

65,620

65, 700

65,780

66,280

66,450

66,700

66,610

66,450

65,950

65,780

11 .01

-2,580

66,780

£5,310

JUNE

65,620

65,620

65,700

65,780

65,780

66,700

66,780

66,940

66,610

66,360

65,950

65,540

65,470

65,230

65,150

65,310

65,310

66,450

66,450

66,360

66,280

66,120

65,950

65, 700

65,540

65,620

65,620

65,54,0

65,620

 

10.99

-160

66,940

65,150

JULY

65,780

65,950

65,870

66,030

65,950

65,950

65,870

66,030

66,030

66,030

65,870

67,110

67,190

66,610

66,030

65,620

65,470

65,7CO

65,780

65,870

65,950

66,120

66,200

66,120

65,950

65,950

65,950

66,700

66,450

65,950

11.03

+330

67,190

65,470

AUG.

65,700

65,540

65,310

65,390

65,390

65,230

65,150

65,150

64,920

64,840

64,840

65,000

64,760

64,610

64,920

65,540

65,390

65,470

65,390

65,310

66,610

66,530

66,120

65,470

66,280

65,950

66,280

65,950

65,540

65,700

11 .00

-25o

66,610

64,610

SEPT.

65,780

65,780

65,870

65,950

66,030

65,950

65,950

66,030

66,120

66,200

66,360

66,030

65,620

65,390

65,310

65,230

65,230 

66,530

66,120

65,700

65 , 540

66,860

67,530

66,860

66,360

66,030

67,030

66,780

66,200

65,780

------

11.01

+80

67,530

65,230

CALENDAR YEAR 1963. ................... * -4,220

t Gage height, in

CONTENTS, IN ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(*) W

MAX

MIN

OCT.

65, 700

65,950

66,030

65,780

65,620

65,540

65,540

65,540

65,780

65,780

65,780

65,950

66,030

66,200

66,360

66,530

66,610

66,610

66,530

66,280

66,030

65,950

65,870

65,780

65,780

65,870

65,950

66,200

-66,360

66,530

66,700

11.12

+920

66,700

65,540

NOT.

66,780

66,610

66,450

66,450

66,360

66,280

66,120

66,120

66,030

65,780

65,700

65,780

66,200

66,280

66,280

66,530

66,700

66,610

66,940

66,780

66,610

65,950

65,780

65,870

66,120

66,280

66,450

70,020

69,020

67,690

______

11.24

+990

70,020

65, 700

DEC.

66,120

66,200

66,610

66,700

66,030

65,700

65,700

65,780

65,870

65,780

66,530

66,530

66,450

66,030

65,950

65,700

63,520

60,470

57,610

56,030

54,440

53,000

51,780

50,700

50,180

49,720

48,820

48,100

47,520

47,060

46,540

8.36

-21,150

66,700

46,540

JAN.

46,670

46,800

47,260

47,260

47,190

47,260

47,190

47,000

47,840

48,230

48,160

48,040

47,970

47,840

47,640

48,230

47,380

47,120

46,860

46,600

46,410

46,150

46,020

46,410

46,340

47,000

46,860

46,860

47,000

47,000

46,800

8.40

+260

48,230

46,020

PEE.

46,670

46 , 540

46 , 340

46,150

45,890

45, 700

45,560

45,500

46,080

56,750

64,140

69,680

70,430

69,850

68,360

66,610

64,920

63,280

61,640

59,930

58,680

57,320

56,030

55,090

54,800

53,220

52,210

51,420

-- __

------

9.10

+4, 620

70,430

45,500

MAR.

50,990

52,070

52,360

52,930

54,010

54,880

55,450

55,810

56,170

56,680

57,250

57,760

57,830

57,610

57,250

56,680

55,960

55,740

54,800

53,800

52,930

52,210

51,420

51,130

50,770

50,990

50,640

50,500

51,060

53,220

54,230

9.49

+2,810

57,830

50,500

APR.

54,730

54,880

54,880

72,590

83,350

88,780

90,620

96,660

97,600

94,660

90,070

85,650

81,390

77,170

74,700

76,290

76,900

76,640

75,410

73,340

71,010

68,690

66,530

64,690

62,740

61,020

59,380

57,900

56,530

55,240

______

9.63

+1,010

97,600

54, 730

MAY

54,230

53,800

53,940

54,590

55, 240

55,810

56,460

56,960

57,610

59,690

60,630

61,410

61,960

62,500

62,970

63,590

64,140

64,530

66,450

67,610

68,110

68,020

67,360

66,860

66,610

66,940

67,110

66,860

66, 700

66,450

66,530

11.10

+11,290

68,110

53,800

JUNE

66,200

65,780

66,O30

67,280

66,780

66,120

67,030

68,600

70,260

68,940

66,940

66,450

65,870

66,700

66,940

66,700

66,120

65,540

65,310

65,230

65,310

65,540

65,870

66,120

65,950

65,700

65,700

65,870

65,950

65,950

______

11.03

-580

70,260

65,230

JULY

66,120

66,120

66,03'i

67,360

67,280

66,610

66,120

65,700

65,620

66,120

65,870

65,70"J

65,620

65,540

65,540

65,310

65,150

65, 310

65, 390

65,470

65,540

65,620

65,700

65,700

65,700

65,950

65, 950

66,030

66,120

66,030

65,950

11.03

0

67,360

65,150

AUG.

65,950

65,870

65,780

65,700

65,620

65,540

65,700

65,870

66,120

66,030

65,950

65,870

65,870

65,700

65, 700

65,700

65, 700

65,620

65,540

65,540

65,470

65,390

65,470

65,470

65,620

65,540

65,470

65,540

65,470

65,310

65,150

10.93

-800

66,120

65,150

SEPT.

65,870

65,950

65,870

65,780

66,860

66,940

66,780

66,860

66,940

66,700

67,610

68,020

66,860

67,030

67,860

67,360

66,200

66,360

66,860

66,940

66,780

68,440

101,700

134,080

129,800

121,000

111,100

101,890

94,380

87,490

13.51

+22,340

134,080

65,730

CALENDAR YEAR 1964.................... * +1,040

MATER YEAR 1964-65.................... * +21,710

t Gage height, in feet, at 

* Change In contents, in ao
ST. FRANCIS RIVER BASIN 117

7-0395. St. Francis River at Wappapello, Mo.

Location.-Lat 36°55'4l", long 90°15>55", in NW^SEi sec.C, T.26 N. , H.7 E. , on right bank at downstream side of highway bridge, 0.5 mile southeast of Wappapello and 1.25 miles downstream from 

Wappapello Dam,

Drainage area.--1,311 sq mi.

Records available. October 1940 to September 1965 in reports of Geological Survey. Since

January 1939 In reports of Mississippi River Commission. Gage-height records collected In this 

vicinity since April 1920 are contained in reports of Corps of Engineers.

Gage.. Water-stage recorder. Datum of gage is 325.15 ft above mean sea level, datum of 1929. Prior 

to Oct. 14, 1940, staff gages in the vicinity at same datum.

Average discharge. 25 years, 1,506 cfs (1,090,000 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the 

following table:

year

1961 

1962

1963 

1964

1965

Maximum

Date

May 8, 1961 

Mar. 22, 1962

May 29, 1963 

Mar. 10, 1964

Sept. 23, 1965

Discharge 

(of si

10,400 

9,030

6,270 

111,400

7,950

Gage height 

(feet)

a. 21.92

16.06

d 18.80

Minimum daily

Date

Many days

Many days 

do.

Discharge 

(cfs)

40

40

40

Gage height 

(feet )

-

-

-

a Occurred May 10, 1961. 

b occurred Mar. 23, 1962. 

c occurred Mar. 16, 1964. 

d Occurred Sept. 26, 1965.

1940-65: Maximum discharge, 22,300 cfs Apr. 16, 1945 (gage height, 25.60 ft); no flow 

July 20-24, 1940, June 2, 1952, and part of each day May 16, 1941, Aug. 31, 1954, Oct. 20, 1960, 

Aug. 22, 1962, result of closure of outlet gates at dam.

Maximum stage known since 1920, 30.7 ft May 15, 1933 (discharge, 82,500 cfs, determined by 

Corps of Engineers). Maximum discharge, 85,000 cfs (determined by Corps of Engineers) in 

August 1915 (stage unknown).

Remarks. Records good above 500 cfs, fair below. Discharge computed using gage openings and pool 

elevation at Wappapello Reservoir. Flow regulated by Wappapello Reservoir (see preceding station).

Cooperation. Records furnished by Corps of Engineers and reviewed by Geological Surve/. 

Revisions. WSP 1211: Drainage area.

DISCHARGE. IN CUBIC FEET PER SECOND. HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1 

2 

3

5

7

9

11

14 

15

16 

17

21

24

27

26

30 

31

MIN 

AC- FT

OCT.

40

40

40

40

40 

40

40

40

40 

40

40 

369

3.110

NOV.

285 

200

200

650

675 

1,480

736

1.070 

6B2

DEC.

330 

330

965

1.700

2.810 

2.500

947 

883

735

JAN.

730

6'»0

545

500

372 

364

344

FEB.

340 

344

352

380

2.250 

2.160

MAR.

2.040 

1.890 

1.840

6,940

B.280

3.830 

3,560

2,910

APR.

2, 9 BO 

3,120 

3.140

2,560

2,460

2,260 

2,080

1,760

MAY

1.410 

933 

795

1.220

6.200

10.040

9.9BO

2.520 

2.260

800 

680

JUNE

580 

581 

5B2

583

738

1.300

2,200

2,200

1,210 

305

JULY

305 

305 

304

40

40

40

360

40

506

372

376 

375

AUG.

373 

372 

244

185

224

362

1 BO

IB2

1B4 

267

160

160

40 

40

SEPT.

40 

40 

40 

40

40

195

194

190

20 8

180 

40

40 

40 

40

40

40 

40

CAL YR I960: TOTAL 384,246 AC-FT 762,100
ST. FRANCIS RIVER BASIN

7-0395. St. Francis River at Wappapello, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

4

5

6

7

9

11 

12

14

19

20

21 

22 

23

24 

25

27 

28

30 

31

MAX

MIN

40

40 

40

40

40 

40

40

40

40

40 

40

40 

40

R 1961: T

40 

40

40

40 

40

164

40 

3TAL 555,

168 

282

340

867

166

669 

660

687

4.L60

2,580 

2,070

3 MAX

4,370 

3,510

4,390

10,140

2,920 

2,570

2,030

2,860

11 N 40

2.B60 

2,580

920

440 

445

445 

445

385 

390

385 

AC-FT

390

264 

182

185 

351

600

590 

590

580

750

181 

1.103,00

1BO 

L80 

L80

180 

87

40

40 

40

150

150 

127

40

40

40 

40

40 

3

3

40 

40 

122

ISO 

259

310

80 

40

40 

40

40 

40

20

400

40 

120

449

20

767 

630 

326

880 

1,070

934

565

640

180

589 

450

310 

310

180 

180

274

ISO 

180 

180

1,070 

180

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 19(5

2 

3

5 

6

8 

9

10

11 

12

19

20

21

27 

28 

29

MEAN 

MAX

40 

40

40 

40

40 

40

133

350

350

350

85 

85 

85

685

85 

85

85 

85

85 

85

85

85

190

195 

278

338

338 

338

338

190

975

88?

824

572

1,450

873 

883

797

558 

508

340

883

340

306

272

282

2,000

3,930

2,100

3,150

1,950

1,090

733

484

40

580

580

518

3,830

6,220

3,680

450

330 

420

340

290

200

200

200 

200

518 

3ff^

ITS

85 

53

330

40

40

40

1,810 

1,860

455

455

200 

275

312

140

140 

140

140

140

140

140 

140

140 

140

140 

140

115

40

40 

40

40

 
ST FRANCIS RIVER BASIN

7-0395. St. Francis River at Wappapello, Mo.--Continued

DISCHARGEt IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

4

5

7

a

i

10

a

4

5

6

8

9

1

2 

3

5 

26 

28 

30

TOTAL

MEAN 

MAX 

MIN

40

40 

40

40

40 

40 

40

40 

200

200

40 

40

40

40 

1,250

330

140 

142

270

981 

B7B

444

312

238

22* 

218

289

)B8

BB9

910

894

602

669

706

10,000

9,080 

8,700

5,010

2,500

4,300

5,180

2,200

1.830 

1,830

2,540

1,980

810

330

200 

200 

200

200

243

200

100 

40

147 

200

200 

200 

200

40

40

40 

40

221

330 

149

40 

40

40 

40

200

200

40

40 

40 

40

40 

40

40 

40

40 

40

40 

258 

330

221 

330

40

40

40 

40 

40

40 

200

40 

40

330 

330

137 

413 

392

282

200 

464

40

1 

2 

3

5

6 

7

9 

10

11 

12 

13

15 

16

IB 

I"

22

25

27 

28 

29

31

MAX 

MIN

40 

BO 

200

80

40

40 

40

200

200

40

40 

40 

40

40

40

190 

200 

200

200

200

40 

40

287

40

40 

852 

1.250

 

40

432 

406 

616

565

518

580

,320

632 

577 

540

492

33C

480 

510 

530

52C

590 

580

500

500 

510 

520

500

460

490 

484 

476

444

2,000 

2,400

1,600

865 

813

 

420

867 

900

1.020

1,380 

1,350

1,070

730 

750 

835

1,030

730

1,090 

1,400

4,000

5,600

4,590 

4,100

2.880

1,450 

1,320 

1,230

1,070

410 

40

40

40

40 

40

40

258

580 

580 

507

486

40

330 

330

630 

580

2.300

1,690 

1,210

820

410

200 

200 

200

200

200 

200

450

450 

382

232

243 

200 

200

113

40

40

40

40 

40 

40

40

450 

40

40 

40

40

40 

40

40

40 

40 

40

40

40

40

40

40 

40 

40

40

40 

40

40 

40

200

200 

200

330 

330

1,040 

1.600 

1.480

1.660

424

620

.000

.770 

.860 

.920

.080 

40
L20 ST. FRANCIS RIVER BASIN

7-0410. Little River ditch 81 near Kennett, Mo.

Location. Lat 36°14'10", long 89°58 I 55", in NE-f sec.4, T.18 N. , R.10 E. , on upstream side of 

bridge on State Highway 84, about 4 miles east of Kennett.

Drainage area. m sq mi.

Records available.--October 1926 to September 1965.

Gage.--Wire-weight gage read once daily below 8 ft and twice daily above. Datum of gage is £41.no ft 

above mean sea level, datum of 1929 (Corps of Engineers bench mark). Prior to Oct. 30, 1934, 

chain gage at same site and datum.

Average discharge.--39 years, 200 cfs (144,800 acre-ft per year).

Extremes.. Maximum and minimum discharges for the water years 1961-65 are contained in the 

following table:

year

1961 

1962 

1963 

1964 

1965

Date

May 7 961 

Feb. 28 96? 

Mar. 5 963 

Mar. 10 964 

Feb. 10 965

Maximum

Discharge 

(cfs)

2 580 

2 47O 

1 430 

2 610 

2 130

Qage height 

(feet)

12.46 

a 8. 76 

a 12.45 

11. OO

Date

Several days 

Oct. 3, 11, 1861 

Sept. 25, 26, 1963 

Several days 

Nov. 13, 15-17, 1964

Minimum

Discharge 

(cfs)

20

33 

30 

28 

47

Oage height 

(feet)

b 2.20 

c J.33 

2.3O 

2. ?9 

d .95

odmark.

b Occurred Oct. 3, 4, 1960. 

c Occurred Oct. 20, 21, 26, 27, 1961. 

d Occurred Aug. 31, 1965.

1926-65: Maximum discharge, 2,760 cfs (including some overflow from levee breaks on 

St. Francis River) Apr. 21, 1927 (gage height, 15.1 ft); minimum observed, 8 cfs Sept. 1, 1943, 

Sept. 18, 1954; minimum gage height, 0.95 ft Aug. 31, 1965.

narks.--Records fair.

Revisions (water years).--WSP 877: 1938.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

4 

5

6

7 

3 

9

10

11 

12

14 

15

16

18 

19

20

22 

23 

24

27

29 

30 

31

MEAN

MIN

21

21 

22

22 

22

21

21

20

20 

25

22

21 

21 

21

21

21 

22 

22

21.6

20

21

20

22 

22

32

29 

25

24 

32

51

38 

41

39

37 

37

32.4

20

80 

90

64

237 

291

100 

67

63

50 

60

52

48 

57 

56

73.8

35

62

57 

57

58 

75

67

62 

55

60

50 

55

60

61.3

50

140

100 

85

65

69

272 

173

133

 

112

49

1.220

351

330

254

526 

330

272

237 

220 

744

442

133

,.,00

211

204

781

310

96 

88 

80

80

59 

52

344

152

188

2,200

548 

639

330

220 

220 

204

96

80 

80 

66

166

159

196

18fi

20 

85

82

96

80

52 

46 

46

33

27 

2L

121

110

1LO

05 

00

00

95 

95

95

90 

95

121 

1C5

lin

ICO

90 

90 

90

90

90

85 

85

85

80

flo

75

70 

70

69

67 

65

62 

68 

69

58

54 

53 

50

50

53

5? 

51

48

47 

47

45

49 

47

43

42 

42

41

41 

36 

36

^4

35 

35

34

WAT YR 1961: TOTAL 66,347

MEAN 91.4 MAX 1,170 AC-FT 66,360
ST. FRAJJCIS RIVER BASIN

7-"410. Little River ditch 81 near Kennett, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SFPTEMBEP 1Q62

2 

3

5

7 

8

11

14

16

20

22 

23

28 

29

31

TOTAL

NIN

35

35

34 

34

35

35

37

36

41

33

39

44 

43

40

85

324

100

 

39

90

85 

85

166

133 

351

59

127

121

85

116

593

188

977

852

2!>4

204

116

IBS

159

152

159 

152

173

 

 

146

709

254

204

188

548

196

951

351

188

482

204

IBS

196

 

1,080

254

220

188

166

152

133

121

116

116 

146

110 

110

105

121 

116

95

95

140

100

 

65

80

90 

85

75

70 

70

68

65

68 

64

63

63

%

66

58 

55

 52

51 

49

47

45

80 

100

58

59

220

196

110

9(1

80

6?

68

75 

68

66

70 

80

63

 

5,900

AC-FT 149,300

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1962 TO SEP7EMBER 196}

1

2

4

6

8 

9 

10

11

14 

15

16 

17

19 

20

21 

22

23

25

26 

27

29 

30 

31

TOTAL 

MEAN

75 

6B

64

63

62

62 

60

60

121 

133

116

85 

BO

80 

80 

BO

75 

75

75

70

78.0

ro

70

70

69

75

69 

68

65

62

61 

61

58 

57

57

64.3

55 

54

54

53

52

52 

51

68

51

58 

62

49 

50

95 

85

56.5

80 

70

i6

68

69 

69 

68

58

55

55

58

60 

60

62.7

55 

.55

55

60

55 

55 

54

48 

47

48

:~~

52.0

56 

67

88

829

IBS 

152 

133

140 

140

110

100 

95

219

90 

85

85

85

80 

80 

75

68 

66 

64

62

70

72. S

59 

58

58

55

53 

53 

55

47 

47

B5 

843

188 

140

141

121 

110

100

95

85 

80 

80

220

548 

196

105 

100

90

123

85

B5

80

75

75 

70 

70

80 

70

68 

65

66 

65

70 

69

73.3

65 

62

58

56

57 

55 

55

90 

52

48

47 

47

47 

48

61 

47

53.9

42 

40

45

40

38 

39 

37

38

85 

48

38

35 

32

30 

30

33

40.8 

85
~_f'4ln Lltt-lf THv=r <H 1-fri SI n=or KPTIP+-I-, Mr --Continued 

ta^E, IN CUBIC FEET PER SECOND, W^'FP fEAR OCTOBER 1963 TO SEPTFHREP L964

L

5

6 

7 

3

10

2

3

5

9 

0

1

?

5

76

8

9 

0

TO AL

ME N

MIN

31

28

?92:

!'

29

23 

S

^8 

23

?;

2°

28 

29

23

2H

838 

23.6

28

__ _

29

32

3?

?°

29

32 

3?

32

32 

32

31

947 

31.6

30

3C

3C 

29

34

37

31

30

3C

43 

42

40

1,091

_,«.

*£

10

40 

19

4?

30

33

37

35

35

1,165

35

35

34

46 

51

42

39

41

33

38

 

1 ,185

"

_«R. j 

?6

37

l.JRQ

310 

133

2. MO

J,330

37^

2C4

- 

173

159 

15Z

133

667

133

133

1.64C 

977 

548

138 

188

166 

l^9

127 

127

110 

1 16 

116

110

263

MAY

105

105

95 

100

433 

?04

116

90

90

35 

85 

BO

85 

35

116

SO

85

85

80 

80 

75

70 

100

70

65

61

60 

60 

60

62

.._!!

60

64

75

62

62 

64 

63

SO 

75

62

61

58

60 

59 

70

70 

75

*4,8

58

57

54

35

51

50

48

80

48 

75

56

173

95

57

46

43

41

41 

39 

H

35

35

35

100

47 

47

110 

70

59 

616

2"! 

146

B7.3

31

5,190

WAT YR 1964: TOTAL 46,207

DISCHARGE, IN CUBIC FEET PER SECONO, W4TF.P VE4B OCTOBER 1964 TO SFPTfMSEP

PAY I OCT. I ^NOV.

1 

2

3

5

6 

7

8

10 

11

13 

14

18 

19

22 

23

24 

25

26 

27 

28

30 

31

TOTAL

MAX

MIN

110 

95 

85

70 

75 

70

69

64

60 

53

58

56 

56

55

55 

54

"4

52 

5?

50 

52 

50

48

48

47 

58

53

49 

53

52

110

47

95 

80

159 

116 

116

1.000

166 

146

121

105

lie

110 

105

LOO

80

204

188

121 

116

504

310

180

159

196 

220

220

L46

116

152

L40

127

1,770

639

220

196 

188

180

180

166

 .!»

__

127

237

220

237

138

166

ISO 

159

146

L40 

173

330

254 

220

372

196

183

196 

173

159

140 

146

7,229

123 

125

114

106

106

LCD 

100

95

122

166 

311

122

311

T.«0

.

113 

113

130

130 

113

95 

95

95

95

90 

90

85

3.282

186 

85

85 

85

35

°5

es

85

85 

85 

90

TV

7i7" 

71

147 

71

71

68 

f<B

68 

68 

68

63

64 

64

64 

62 

62

59

59

59 

59

57 

57

71 

57

90 

71 

64

59 

59

57 

480

810 

666

176 

130 

113

166

138

122

106

113

6,425

l.OBO 

57
RIVER EAbIN

Locatiori.--Lat 3b"14'io", Ijng 8a 0 5tJ'o<i' , in NE-j bee. 4, T.18 N. , R.10 E. , on upstream side of 

bridge on State Highwa, 84, about 4 miles east of Kenuett.

Drainage area.--23J3 sq mi.

Records available. --October 1926 to September 196E

Gage. --Wire-weight gage read once daily below b ft and twice daily above. Datum of gage is 'J41.00 ft 

above mean sea level, datura of 1929 (Corps of Engineers bench mark). Prior to Oct. 3U, 1934, 

chain gage at same site and datum.

Average discharge.--59 years, 414 cfs (E9S 700 acre-ft per year).

Extremes;.--Maximum ana minimum discharges .or uie water years 19bl-o5 are contained in the 

following table:

year

196E 

19£3

1S65

Date

Feb. 29, 1362 

Mar. 5, 196.1

Feb. 12, 196E

Maximum

Discharge 

(cfs)

4,980

4 , P 20

Uage height 

(feet)

13.00 

t .30

IE. 06

Date

Several days 

Sept. 30, 1965

Nov. 17, 1964

Minimum

Discharge 

(cfs)

SO

4e

57

daze height 

(feet)

.72

.93

c 1.01

c Occurred Aug. 50, 31, 196t.

1926-65: Maximum aiscnarge observed, 7,6bU cfs Jan. 14 1950 (includes some inflow from

Little River ditches 66, 66-A, and 251); maximum gage heigtit, 16.80 ft Jan. 25, 1937; minimum

discharge, 8 cfs Sept. 13-18, 193:]; minimum gage height observed, 0.71 ft Sept. 15, 1956.

Remarks.--Rtcords good.

2 

3 

4 

5

6

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

Z3 

2* 

25

26 

27

28 

29 

30 

31

MEAN 

MAX 

WIN

28

26 

27

32 

44

40

27 

34

33

28 

27

2t> 

25

23

23 

25 

27 

27

33

29.4

23

28

28 

28

44 

64

43

36 

34

43

78 

58

46 

41

95

63 

75

70 

78

 -

53.3

27

70 

253

242 

181

513 

725

420 

253

171

109 

106

109 

105

109

88 

85 

81 

78

JBIC FEET

191 

161

126

lO'l

loa

102 

12H

181

14.!

115 

122

100 

IOJ

100

195

47

135

100

88 

8B

476 

394

318

181 

161

181

832

506

536

 -

330

88

1,780 

2,920

2,310 

1,280

825

1,540

628

1,280

596

859

1.132

394

506

448 

536

448

596

476

394

318

 ---

BIO

296

N«r

4,880

5,410 

5,340

4,880

650

5CO

390

340

302

1,553

290

220

560 

860

590 

680

365 

315

315

220

IBb

167

- -

377

167

147

147 

137

137 

137

137 

198

198 

188

157 

137 

137

128

118

155

118

113

109

97 

97

95 

9B

85 

B3 

80 

7B 

78

78 

77

85

Bl 

77 

73

69 

64

90.6

64

64

60

58 

58

58 

56 

55

58

52 

51

49 

49 

46

46 

46 

45

41 

3B 

37

46

53.1 

69 

37
ST. FRANCIS RIVER BASIN

7-0420. Little River ditch 1 near Kennett, Mo.--Continued

DISCHARGEr IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

4

5

7

5 

10

1

2

3 

4 

5

6 

7

e

5 

0

1 

2

4

5

6

8 

9 

0 

1

TOTAL 

MEAN 

MAX

OCT.

41

36 

37

32 

38

38 

38 

34

33 

33 

33

33 

31

31 

31

33

30 

32

39

34.3

116

80

45

41 

42

116 

188 

114

86 

78

70 

256

770

220 

198

250

650 

365 

278

080

530 

39C

278

265 

254

242

401

440 

2,140 

2,830

415 

1,280

1,380

890 

680

500

955

340

302

302

,780 

,390

918

390 

365

530 

5uO

415

1,340

818

3,110

1,560

62C 

560

315

302

365

687

34C 

29C

254 

231

196

188

177 

167

157

384

157

5<=0

209 

188

315

590

22f.

274

167

1?8

113

1C=> 

1C5 

1C3

90

88 

9?

88

if

86

110

107

95

73

69 

67

61

81 

12<f

158

167

Hfl

1C4

=16.5

220

2*5

56

18

""C

= 2 

1=7

137

1?7

113

58

C 7 

1?8

50 

86

144

AC-FT 322,30C

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3 

4

6

7

9 

ID

11 

12 

13 

14

15

17 

18

20

21

22

23 

24 

25

26 

27

28

30

MEAN 

MAX

AC-FT

85

81 

78 

77

70 

70

67 

66

64 

62 

81 

390

620

302

147

137 

128 

116

113 

109 

104

100

149

93 

92

90

86 

86

88 

85

83 

83 

81 

80 

80

80

73

72

70 

70

70 

69 

69

79.8

67 

66 

66

64 

64

64 

62

62 

60 

55 

55 

70

61

72

62 

61 

61

60 

60 

60

70.2

118 

100 

93

86

85

88 

86

85 

85 

80 

75 

75

77

7O

70 

70

75 

75 

70

81.9

64 

65

66 

64

61

60

64 

58 

60 

61 

61

60

56

58 

58 

56

61.0

MAR

81 

118

2,440 

1,520

470 

315

440 

1,170 

680 

415 

315

290

209

209 

198 

188

481

14 

15

13 

13

137 

128

128 

118 

118 

118 

118

113 

111

118

95

93 

93 

104

122

90

88

83

80

78 

78

80 

78 

73 

73 

72

72 

70

67

64

398 

650 

1,480

209 

1,480

177 

167

147 

137

128 

118

118 

105 

102 

100 

90

890 

500

352 

590

265

231 

198

198 

188

281 

1,240

37 

28

18 

18

14 

09

07 

04 

C4 

37 

47

11

CC

09 

98

90

86 

86 

65 

F5

110 

157

85

78 

73

73

7

6 

6

9 

9 

C 

69 

<=3

100 

93

RO 

69

66

64 

61

58 

66

73.2 

102

55

54

61

61

fiC

 iS

48

48 

5d 

86 

111 

177

147

lie

e?

75

58 

54

51 

49 

49 

48

75.1

198

CAL *R 1962: TOTAL 139,839 MAX 4,820
ST. FRANCIS RIVER BASIN

7-0420. Little River ditch 1 near Kennett, Mo. Continued

DAY

1 

2

4 

5

7

9

12 

13

15

16 

17

19 

20

21 

22

2* 

25

26 

27 

28 

29 

30 

31

MAX 

MIN

OCT.

43 

43

41 

41

39

39

36

34

36

36 

37

NOV.

37 

37

41

41

40

39

44 

41

DEC.

41 

40

39

39

42

45

51

48 

46

>8

JAN.

45

3B

40

40

3*

1EAN L35

FEB.

34

40

43

MAX

MAR.

44

941

3.180

264

2.440

APR.

3.040

979

156

UN 34

MAY

130

130

L88

100 

107

94 L

100

AC- FT

JUNE

93

90

89

80 

92

80

81 

80

85 

70

64

107 

64

98,080

JULY

62

63

61

81 

130

72

72

70

67 

69

68

64 

68 

73

130 

60

AUG.

I no

64

61

58 

57

61

122

80

64

58

63

114

90 

250

"0 

73

250

55

SEPT.

50

5*

54

52

51

48

4P 

47

138 

11*

89

86

166

93 

107

789

865 

47

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3 

4

6

7

9 

10

11 

12

14 

15

16

17 

18

19

21 

22

24

25

26

30 

31

MEAN 

MAX

199 

147 

138

100

90 

86

84 

83

78

74 

70

65

93.1 

305

63 

63

61 

61

60

58

68 

68

:ii

93.5 

495

176 

1,140

176 

1,850

176

147

407 

1,850

351 

2S1

1,260

224

481 

2,360

188 

188

388

1,125

4=5 

463

3,290 

1,800

582

637 

.670

224

610

188 

188

88 

66 

56

79

147 

138

156

138

130

182

130

130 

166

188 

188

188

114

100

93

8^ 

88

134

86

81 

79

-»5

75

73

68 

67

67

65

63

62 

61

50 

58 

58

2,152 

69.4

SEPT.

146 

I'D

loc

73

68

61 

211

1,850 

1,460

1,260

224

3C5

224 

176

147 

166

16,138

538 

3,190

CAL YR 1964: TOTAL 109,210 MAX 6,140 AC-FT 216,600
 Lat 36°33'20", lung 89°40']u". on line between sees.? and 17, T.S2 N. , ^.13 E. , on downstream side of bridge on U.S. Highway 62, 3.7 miles southwest of Lilbmirn and 4 miles northwest

Drainage area.--835 sq mi.

Records available.--Octobnr 1945 to September 19P£. Prior to January 1946 monthly digpharge only, 

published in WSP 1311.

Gage.--Wire-weight gage read once daily below 6 ft and twice daily ibove. Datum of gage is

EJ63.46 ft above mean sea level (levels by Missouri State Highway Department) Prior tr July 18, 

1963, at upstream side of bridge at samp datum

Average discharge. --80 years, 310 cfs (2R4,4fin acn=-ft p^-r ypar).

Extremes. --Maximum and minimum dispharr 

table:

year

1962 

1963 

1964 

1965

Feb. 

Mar. 

Mar. 

Feb.

Date

24, 1962 

5, 19f3 

10, 1964 

12, 1965

Maximum

D1 p charge

(TS)

" 9'o

C, 540

2, ion

5,530

Uaee hele-ht 

(reet)

IP. 62 

a 11.50 

15.00

Datp

Oct. 27, 1961 

3ept.Z9, 30, 1963 

Several days

Gage height 

(feet)

Remarks. Records good.

DISCHARGE, IN CUBir FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1 

2

4 

5

6

7 

8 

9

10

11 

12

15

16 

17

19 

20

21 

22

25

30

MAX 

HIN 

CFSM 

IN. 

AC- FT

- 

78

78 

81

76

78 

B3

76

68

78

72 

73

78 

72

72 

68

68

76

83 

68 

.32 

.36 

4.570

68

71 

74 

76

84

79

104 

111

86 

104

98 

104

98

98

68

,38 

.43 

5,340

 ^

164

280 

172 

148

148

204

188 

172

156 

164

140 

148

"!S

84 

.75 

.87 

10,900

188

180 

172 

172

 .

ffi

L8R

164

140

.72 

.83 

10,430

FFB

331 

229

1.360

1.29 

1.35 

16,900

,AR.

1,800 

1,040

1.210

26,146

3.59 

4.14 

51,860

APR.

391

8?

2.40 

2.67 

33, 490

 

2.810

1,134

4.82 

5.56 

69,700

| _______

457

 

913

1.53 

1.71 

21,420

-

Z26

243

X

295

1.03 

1.19 

14,950

200

175

158

158 

15H

15,

ft 

141

ft

200

.69 

.79 

9,910

SEPT.

133

117 

117

100

^

117

117

lot

133

.48 

.54 

6 f 770

CFSM 1.5L IN 20.44 4C-FT 256,200
ST. FRANCIS RIVER BASIN

7-04S5. Little River ditch 251 near Lilbourn, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

4 

5

6

7 

8 

9

10

11 

12

15

16

18 

19

21 

22

2*

25

28

31

MEAN

M[N 

IN.

101

lot

99 

103

98

99

85

87

101

98.0

80 

.48

101

98

l"

166

731

 

269

93

18*

527

260

376

166

480

2,010

503

U 783

457

680

226

350

313

413

746

313

575

391

1.480

751

391

435

551 

480

370

552

331

350

295 

295

295

313

277

260

355

260

260

243

226

209

200

184

240

184

192

230

180 

180

160 

180

158

150

141

133

150

169

133

141

141

133

133 

133

125

125

117

117

166

158

154

117

SEPT

200

370

184

158 

158

5C3 

835

313 

260

192

175 

184

175

246

158

1.04

14,610

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

4

5

6

7 

8

9 

10

11

L3 

14

17 

18

20

22 

23

26

28

29

3L

MEAN 

MIN

IN. 

AC-FT

OCT.

187

142 

ISO

1,120

432 

352

312

312 

274

255

237 

228

19,120

NOV.

187

172

ISO 

180

172

172 

172

157

164

11,000

DEC.

150

142 

142

157

157

150

142

255 

195

9,810

JAN.

150

150 

57

55

5C

130 

142

9,640

FEB.

135

135 

128

128

135

 -

121

7,420

MAR.

372

432 

579

412

372

270 

255

142

28,220

APR.

228 

228

87

72 

64

172

150

172

150

11,010

MAY

142 

135

135

135 

128

121

142

412 

220

121

12,510

JUNE

180

180

157

352

220

293

237

80

80 

95

150

12,460

JULY

157 

150

142

128 

128

128

121

11

11

121

114

164 

114

8,230

AUG.

107

94

94

94

293

150 

135

135

128 

114

114

107 

114

107

293 

94

7,700

SEPT.

100

100

100

94 

94

157

107 

100

94

94 

94

94

94 

87 

87

99.2 

157 

87

5,900

MAX 1,660
ST. FRANCIS RIVER BASIN

7-0425. Little River ditch 251 near Lilbourn, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3 

4

5

6

7

8 

9

11

13 

14

16

17 

18

19

21

23 

24

25

26 

27

29 

30 

31

MAX 

MINI 

CFSM 

IN.

82 

82 

83 

82

79

78

80

78 

75

75

77 

73

71

71 

70 

73

73

71 

73

70

73 

4

0 

3 

1

83 

70 

.32

75 

73 

68

78

83 

80

78 

73

71

71 

75

75

69 

79 

77

78

87 

79

75

79 

75

73 

71

87 

68 

.32

78 

77 

71

74

77 

71

71

82

79 

80

82

32 

80 

83

80

70 

80

80

80 

70

77 

80 

80

83 

70

.33

82 

84 

84

78

80 

78

87

80

80 

74

82

83 

87 

82

83

80 

82

80

80 

86

80 

83 

86

87 

74 

.35

86 

84

80

83

94 

94

94

94

1 0

100 

107

100

87

100

107

107 

79 

.41

100 

107

1,120

3,040

3,080

780 

644

558

495

392

3,490 

100 

5.39

392 

352

1,800

600

432

352 

332

332

312

..JL5

1,800 

255 

2.04

237 

228 

220

212

195

195

187 

172

180

164

164

255 

157 

.82

157 

157 

150

150

142

128

135 

128

121

114

107

...If!

164 

107 

.55

114 

107 

107

107

100

100

94 

94

87

84 

80

87

87 

84

73

121 

73 

.41

74 

77 

68

68 

65

68 

58

61

60 

64

74

68 

68 

58

61

75 

61

61

64 

62

64 

60 

57

94 

56 

.28

54 

51 

51

52

53 

48

52 

51

53

48 

51

51

60 

87 

100

78

100 

74

61

66 

312

195 

187

2,647

88.2 

352 

48 

.38

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 19(5

DAY

1

2 

3 

4

5

6 

7

8 

9

11 

12

14 

15

17

19 

20

21

22 

23 

24

27 

28 

29 

30 

31

MAX 

MIN 

CFSM 

IN.

OCT.

120 

105 

9*

87 

87

80 

84

87 

87

84 

83

83

79 

80

83

82 

80 

80

83 

80 

80 

77

.43

NOV.

77

80

79 

75

75

78

77

78

87 

94

78 

77

80 

412

203

.48

DEC.

252

332 

187

135 

142

920

190

172

195

150 

135

170 

150

ISO

1.17

JAN.

187

195 

180

180 

1,280

432

246

246 

237

212 

255

237 

228

220

1.43

FEB.

87

80 

80

41

440

400 

380

352

312

3.10

MAR.

500

539

352

332

274

293 

250

220

220

443 

2.18

APR.

412 

622

780

1,330

432

352 

332

274

255

2.46

MAY

220 

212

203

203

203

203 

203

180

600

1.12

JUNE

237 

228

212

180

228

212 

212

203

187

1.05

JULY

164 

187

172 

180

150

157

157

150 

14?

135

12T 

121

12'

.7.-

AUG.

107 

100

100 

107

100

94

87

85

87 

82

80

80 

82

83

80 

75 

78

74

.44

SEPT.

164 

128

94 

94

87 

85

230 

1.830

1,070

474

274 

237

212

312 

246

228

203 

187 

187

80 

1.79
Location. Lat 36°57<10", long 89°54 I 25", in NE^SE^ see. 25, T.27 N., R.10 E., on downstream side 

of bridge on State Highway 25, half a mile north of Aquilla and 4 miles north of Bloomfield.

Drainage area.--175 sq mi.

Records available.--October 1945 to September 1965. Prior to January 1946 monthly discharge only, 

published in WSP 1311.

Gage.--Wire-weight gage read once daily below 8 ft and twice daily above, and crest-stage gage. 

Datum of gage is 317.11 ft above mean sea level (levels by Missouri State Highway Department). 

Prior to Apr. 11, 1948, wire-weight gage at site 50 ft downstream at same datum.

Average discharge.--20 years, 151 cfs (109,300 acre-ft per year).

Water 

year

1961 

1962 

1965 

1964 

1965

Maximum

Date

May 7, 19K1 

Feb. 27, 1962 

Mar. 17, 1965 

Mar. 9, 1964 

Apr. 4, 1965

Discharge 

(efs)

4,700 

2,980 

1,470 

5 , 900 

2,160

Gage height 

(feet)

14.4:

13.22 

c 10.33 

c 15.7 

11.92

Minimum

Date

Several days 

Oct. 29-30, 1961 

Dec. 12-14, 1962 

Several days 

do.

Discharge 

(cfs)

.80 

2.0

Gage height 

(feet)

a 2. 11 

t> 2.43 

3 2.43 

e 2.00

a Occurred Oct. 4, 1960. 

b Occurred Oct. 5, 1961.

d Occurred Sept.'30, 1963. 

e Occurred Sept. 14-16, 1964.

1945-65: Maximum discharge, £,900 cfs Mar. 9, 1964 (gage height, IE 

no flow at times in 1946, 1953, 1955, 1964-65.

Flood in June 1945 reached a stage of 14.2 ft, from floodmark.

ft, from floodmark);

DISCHARGE, IH CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

4 

5

7 

8 

9 

10

11 

12 

13

14 

15

16 

17

19 

20

21 

22 

23 

24 

25

26

28 

29 

30 

31

MEAN

MAX 

WIN 

CFSM 

IN. 

AC-FT

CAL f 

MAT Y

.6

.3 

.4

.5 

.4 

.2 

.2

.2 

.2 

.2

.2 

.2

.3 

.3

.4 

.4

.<. 

.3 

.2 

.2 

.2

.2

.2 

.2 

.2 

.2

1.6 

.007 

BO

1.2

1.2 

1.2

1.2 

1.2 

1.6 

2.0

2.7 

2.9 

3.3

3.3 

2.9

26 

27

20 

13

10 

8.2 

10 

11 

12

12

16 

29 

7.2

.05

6.3

7.2

6.8

118 

118 

127 

136

562 

458

248

202 

127

45 

26

24 

24 

15 

15 

18

18

8.0 

7.2 

6.8 

10

.58

6 

5

2

0 

9

6

6 

4

2

.0

.0 

.0 

.0 

.0

.12

6.0

7.0 

7.0

12 

72 

114 

127

L27

118

100

88 

80

68 

6B

92 

18 

92 

63 

54

45

02

.51

182

163

580

1,180 

1,300 

1,01.0 

732

458 

598

878

732 

652

236 

236

458 

710 

670 

526 

365

224

192 

172 

145 

151

3.09

690

320 

192

8B 

80 

96 

109

100 

132

365

598 

616

261 

163

114 

92 

76 

60 

52

56

84 

68 

60

1.37

213

154 

073

4,060 

3.96C 

3,540 

2,480

2.150 

1,960 

1,800

1,720

1,21C 

616

182 

136

114 

11B 

127 

100 

84

72

64 

49 

45 

38

5.69

30

26 

25

IS 

19 

24 

27

3D 

31 

27

426

275 

1B2

76 

49

43 

41 

35 

27 

18

13

12 

11

10

.34

8.5

fl.C 

7.8

31

45 

34

28

22

IS

".3

7.2

10

10 

368

458 

320 

202 

202 

163

163

56 

43 

41 

26

458 

.45 

 ,880

2C

16

14

13

1 

.3

? .0 

.5

.8

.5

.5

.2

.0

.9 

.8 

.8 

.8 

.8

.8

.3

.3 

.3

.1

23 

.04 

477

SEPT.

18 

17

11

5.8

3." 

<,.? 

4.2 

4.0

4.0 

3.3

42

31 

25

15

8.B

6.2 

 5.6 

5.0 

4.2 

3.6

3.8

3.3 

2.° 

2.9

52 

.06 

660

070
130 ST. FRANCIS RIVER BASIN

7-0430. Castor River at Aqullla, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3 

4

5

6

7

e

9

11

12

14 

15

16 

17 

IB

20

22 

23 

24 

25

26

2B

30

MAX

MIN

IN.

2.6 

2.4 

2.4 

2.1

2.0

2.0 

1.9

1.9 

1.9

1.7 

1.7

1.6 

1.5

1.4 

1.4 

1.3

1.2

1.1

1.0 

.90 

1.1

1.2

.90

.60

2.6

.80

.01

1.0 

3.2 

62 

92 

92

88 

82

62 

27

IB 

14

12

20

162

115 

65

38

172 

670 

494 

331

183

85

47

1.0

30 

18 

41 

41

38

176

570 

590

457 

385

385 

439 

494

3B5

Z32 

162

96 

88

78

71

53

18

38 

38 

33 

91

295

250

130 

110

162 

878

1.010

87B 

690

263

1,150 

1.180 

1,090 

852

B02

457

218

33

85 

56 

53 

50

47

82

99

88

65 

82

124 

42 

83

72

18 

19 

1, 40 

1, 00

L, 60

2, 50

47

1,570 

1,300 

904 

457

247

152

162 

172

133

107

71 

62 

53

370

1.240 

1,060 

690 

475

295

183

3*9

53

802 

630 

367 

194 

124

96

92

650 

590

218 

115

85 

68 

62

53

41 

41 

38 

35

35

41

85

33

142 

162 

115 

74

50

41

28

23 

21

20 

19

18 

17 

16

14

20 

20 

18 

18

17

22

18

14

JUNE

16 

16 

16 

20 

23

19

28

24 

22

20

20

1 

1

1

1

1 

2 

28 

41

44

30

11

<3.B

JULY

9. 

8. 

7.

6. 

5.

5. 

5.

5. 

5.

5. 

5.

5. 

4.

4.

4.

4. 

4.

4.

4.

4.

AUG.

4.T 

4.7 

4.5 

4.3 

22

15 

12

11 

11

8.2 

7.2

4.0 

3.4

3.0 

27 

13

10

9.6 

7.9 

13 

!07

107

65

18

3.C

SEPT.

.4 

15 

23 

13

124

78

tz

38 

30

2?

20

IS 

17

15

13

7.4 

6.4 

7.7 

9.6

L2

10

3.4

6.4

000 

20 C

1 

2 

3 

4 

5

6

7 

8 

9

11

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27

28 

29 

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

6. 

7.

6. 

6.

6. 

6. 

5. 

5.

9.8

5.9 

14 

23

33 

31 

18 

16 

14

13 

13 

15 

14 

13

11

5.4 

11 

8.2

11.4

5.2 

.07

.08

4.9 

4.7 

4.0 

3.8 

3.7

3.6 

3.6 

3.8

4.0

3.7

3.3 

3.1 

3.4

4.0 

4.2 

4.2 

4.0 

4.0

3.8 

3.7 

3.7 

3.7 

3.7

3.7

3.4 

3.3

3.1 

.02 

.02

3.3 

3.1 

2.8 

3.1 

3.1

2.8 

2.8 

2.6 

2.6

2.5

2.0 

2.0 

2.5

2.5 

2.5 

2.5 

3.0 

3.2

3.6 

3.8 

3.6 

3.1 

2.6

2.6

8.6 

65 

56

2.0 

.U4

.04

41 

33 

26 

24 

22

2C

19 

16 

11

7.0

6.0 

5.0 

5.0

5.0 

5.0 

5.9 

5.6 

5.6

5.2

5.2 

4.9 

4.9 

4.9

4.7

4.7 

4.7 

4.7

4.7

.06

4. 

4. 

5. 

5. 

5.

5. 

5. 

5. 

5.

4.5

4.9 

3.8 

3.8

3.8 

3.8 

4.5 

4.5 

4.5

4.5 

4.5 

4.5 

4.5 

4.5

4.5

"::::

3.8 

.03

18 

59 

44 

84 

1, 40

1, 60 

78 

70 

51

31

83 

33 

07

12 

1, 00 

L. 80 

1, 10 

852

551 

247 

133 

103

68

78

50 

4L 

35

18 

2.35

,300

30 

24 

19 

15 

12

11

8.6 

P. 2 

8.2

6.1

5.4 

5.4 

5.1

5.1 

5.1 

5.1 

5.4

5.9

6.4 

5.9 

5.6 

5.6 

5.6

5.6

7.9 

8.2

5.)

.05

1IN 2.0 

1IN 2.C

8.6 

8.2 

7.9

7.9

0 

0 

2 

6

5

3 

3

3

3

2

1

1

9.8 

9.8 

9.B 

9.0 

9.9

38 

107

162 

172 

133 

68

 ffi!

:;:

CFSM 

CFSM

50 

35 

30 

16 

15

13 

1C 

8.6 

7.4

5.9

5.2 

16 

35

86 

62 

50 

38 

74

124 

59 

44 

32 

30

27 

2?

18 

10 

7.7

944 8

5.1

.18

78 IN 

33 [N

JULY

.4 

.6 

.6 

.1 

.5

.e

 H 

.8 

.6

.2

.2

.6

l:

9 

8

5

4 

3 

2

1

.6 

7

" 

'.il

10.61

11 

72

£

118.6

6.9 

6.6

6.1

343 

457 

457

385 

263 

167 

115

78

56 

41 

33 

25 

21

16

213

439

263

115

5.4 

.66

»C-FT 01,

162 

53 

24 

,21 

15

11

9.0 

8.6 

R.C

6,6

26 

18 

34

35 

25 

16 

9.8 

6.a

5.t 

4.5 

4.3 

4.0 

3.6

3.3 

3.2

2.6 

2.4

18.1

2.4

.10 

.12

100

we
ST. FRANCIS RIVER BASIN 131

7-0430. Castor River at Aquilla, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER L963 TO SEPTEMBER 1964

1

2

3

4

5

6

8 

9

2

3

4

5

6

8

9

0

1

2

3

4

5

6

7

8

9

1

MEAN

HIN

IN.

AC- FT

.9

.6

.4

.3

.1

1.0

.80

.60

.50

.50

.50

.40

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.62

.30

.004

38

.40

.40

.40

.40

.60

.80

.5

.3

.2

.1

.1

.0

.0

.0.1

.1

.8

2

5

5

5

5

4

4

12.6

.40

.08

748

13

7.

7.

6.

5.

5.

5.

5.

5.

4.<

* 

4.

4.

3.

3.

3.

3.

3. >

3.:

3.

3.

3.:

3.

3.

3.

4.8

3.3

.03

296

JAN

3.4

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

^,

4.

5.

6.

q.

11

12

9.0

4.64

3.2

.03

285

7.9

7.4

6.9

6.1

14

71

q4

62

42

24

24

15

07

90

75

65

56

44

41

38

35

22

18

15

 

82.7

6.1

.51

13

11

8.6

298

670

665

4,180

3,240

2,700

2,380

1,980

1,720

1,110

B15

437

297

221

174

144

320

475

365

265

174

93

1,108

8.6

7.30

70

60

49

56

638

1,510

1,200 

940

164

154

144

126

101

66

52

42

36

32

28

25

22

19

28

29

27

266

19

1.70

27

26

26

23

20

15

25

18

14

12

11

10

9.3

8.8

8.6

8.3

8.3

8.3

9.3

11

10

9.8

9.6

9.6

9.0

16.4

8.3

.11

8.8

R.3

8.3

R.I

8.6

.3

.6

1

1

1

1

1

1

.0

.7

.0

.1

.4

 .1

.8

.5

.1

.8

.7

.3

 .

7.08

1.0

.05

4.

4.

4.

4.

3.

3.

3. 

3.

3.

2.

2.

1.

1.

1. 1

1.

1-

1.0

1.3

10

18

16

12

9.3

8.3

7.0

4.6

4.83

1.0

.03

3.1

2.8

2.

1.

1.

1.

. 0

. 0

. 0

.:o

. 0

. 0

. 0

. 0

. 0

.10

19

36

31

?6

?0

14

11

10

8.1

6.55

.10

.04

SEPT

5.8

3.1

2.4

1.4

1.1

1.0

.50 

.40

.20

.20

.10

.10

.10

13

7.2

6.4

3«

33

25

18

14

12

70

109

93

17.8

.10

.11

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

4

5

6

7

8

9

1

2

4

5

6

7

8

q

0

1

2

3

4

5

6

B

9

0

1

TOTAL

MAX 

MIN

IN.

AC-FT

56

37

25

21

16

12

8.8

6.8

5.8

4.0

3.8

2.5

1.8

1.4

1.1

1.0

.60

.50

.30

.20

.10

.10

.10

.10

0

0

0

0

0

.05

424

0

0

0

0

.10

.30

.40

.40

.30

.30

.30

.30

.30

.50

.80

.1

.8

.5

.5

.8

.0

: .6

.2

.4

21

26

16

 

0

.15

1,410

44

26

97

81

65

49

85

17

B5

90

97

50

00

77

56

37

31

22

16

13

11

10

9.6

9.3

8.1

7.5

6.8

8.8

6.8

.65

6,090

69

126

235

174

164

109

66

4CI

28 Cl

209

265

13S

85

74

66

56

56

5Z

5Z

52

63

196

235

185

101

66

49

34

34

.86

8,020

28

19

16

12

11

9.6

7.9

62

20

30

20

60

80

65

55

35

35

93

66

52

48

35

32

31

65

 

 

 

7.9

2.51

172

383

329

265

221

297

365

235

197

89

56

46

40

3

3

2

2

1

1

1

1

1

1

9

12

79

740

555

14

1.17

437

313

475

.360

.430

,360

,200

.170

,020

437

221

109

235

313

329

185

117

109

93

85

63

43

35

33

17

15

13

 

13

2.58

12

11

10

9.9

q.a

9.6

9.6

9.0

34

144

126

48

36

24

16

17

15

25

27

32

26

25

22

20

70

77

63

39

9.0

.25

19

17

15

14

13

30

246

515

575

249

164

56

47

31

26

20

18

17

16

15

18

19

16

16

12

9.8

8.1

 

8.1

.58

9.6

8.6

6.8

15

20

34

45

32

28

20

18

13

12

11

9.3

8.6

7.5

6.8

5.7

4.2

3.9

3.8

3.3

3.1

2.1

1.8

1.8

1.4

45 

1.4

.08

753

.

.

1 .

^

 ,

m t

m

.

.

. 

! 

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

7.7 

.30

.02

3.3

2.8

2.5

4.4

11

4.9

4.2

4.0

4.9

944

595

575

515

437

249

135

97

56

83

665

690

575

437

297

81

77

93

 

944

2.8

1.56
ST. FRANCIS RIVER BASIN

7-043E. Little River ditch 1 near Morehouse, Mo.

Location. Lat 3e°50'05", long 89°43'SO", in NWiSEjL sec. 2, T.25 N. , R.12 E. , on downstream side of 

 'second pier right of left abutment of bridge on State Highway 114 (formerly (J. S Highway bO), 

ij miles downstream from Little River ditch 39 and 2 miles west of Morehouse.

Records available --October 1945 to September 1965. Prior to January 1946 monthly discharge only, 

"published in WSP 1311.

Gage.--Water-stage recorder. Prior to Nov. 17, 1949, wire-weight gage at same site and dat 

l\fov. 17, 1949, to June 10, 1351, staff gage at site 50 ft downstream at same datum. Jun

atum.

195i,~to Aprs'23, 1963 [gage"read"only below"!.0 ft Feb. 23, 1962, to Apr. 23, 1963), wireweight gage at present site and datum.

Average discharge.--20 years, 479 cfs (346.800 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following 

table:

year

1961 

1962 

1963

1965

Date

May 10, 1961 

Feb. 26, 1962 

Mar. 17, 1963

ppb. 12, 1965

Maximum

Discharge 

(cfs)

a, 2So

7,180 

4,480

5,120

Qage height 

(feet)

19.35 

1S.E5 

14.80

15.80

Date

Nov. 6, I960 

(b) 

Dec. 12-13, 1962

Aug. 2C, 1965

Minimum

Discharge 

(cfs)

67 

67 

d 90

61

Oage height 

(feet)

a 3.37 

e 3.33 

e 3.58

3.34

a Occurred Oct. 4, 1960.

b Oct. 8, 9, 13, 14, 19, 1961.

d Minimum daily,

1945-65: Maximum discharge, 8,250 cfs May 10, 1961; maximum gage height, 19.81 ft Mar. 11,

1964; minimum discharge, 21 cfs Sept. 18, 1954 (gage height, 3.13 ft).

Flood in June 1945 reached a stage of 19.85 ft, from floodmark (discharge, 5,830 cfs).

Remarks.--Records fair. This Little River ditch 1 flows into Little River ditch 251 at point 

 35.3 miles downstream, and is independent of the ditch for which records are published as 

Little River ditch 1 near Kennett.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1S61

DAY

1

2 

3 

4

7 

8 

9

11 

12 

13

16 

17

19 

20

21

Z3 

25

26 

27 

28 

29

"

MAX 

MIN 

CFSM

IN.

OCT.

70 

68

85 

82

81

78 

76

71 

71

71

68 

70 

70 

71

jl

89 

68

4,550

NOV.

70 

71

66 

70 

71

ei

95

112

141

141 

141 

141

DEC.

141

708 

600 

500

2,040 

1,400

430

222 

222

222

JAN.

243

232 

222 

200

190 

190

232

182 

154

FEB.

154

154 

500 

550

500 

400

800

439

MAR.

943

2,780 

2,400 

2,060

1^200 

4,000

1,400 

976

597

1.4C7

APR.

1,040

550 

500

500

344 

344

681

MAY

700 

600

7,120 

6,100

7.500

447 

447

254

2,633

JUNE

232 

222

201 

201

320

800

222 

191

277

JULY

146 

146

163 

172

154

137

537 

447

201

27'

AUG.

180

154 

146

129 

121

114

106

100 

100

92

116

SEPT.

91

89

89 

88

84 

83 

82

80 

82

86 

84

82

78 

77 

74

71

81.5

.18 

.20
ST. FRANCIS RIVER BASIN

7-0435. Little River ditch 1 near Morehouse, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3 

4

5

7

8 

9

10

12 

13

14 

15

16 

17

19 

20

21 

22

25

28 

29

31

MAX 

MIN 

CFSM 

IN.

68 

68

68 

69 

68

68 

67

68

68

67 

68

6B

67 

68

68

70

70

67 

.15 

.18

78

137 

182 

201

146 

121

121

114

106 

121

417 

447

447

155

_____

78 

.84 

.94

130

144 

136

242 

427

1,240

1,240

1,140 

996

996

413

339

120 

1.43 

1.64

320

288 

605

930 

864

427

385

662 

3,360

900

897

685

288 

2.68 

3.09

530

413 

399

371 

530

500

485 

485

550

 

371 

2.72 

2.83

4.860

1,880 

1,310

653 

575

590

485 

441

336

1,890

336, 

2.85 

3.28

1,960

782 

575

455 

427

1,480

560

344

264

_____

1,960 

249 

1.37 

1.53

782

470 

371

276 

256

217

193 

184

188 

179

295

1T7

782 

1T5 

.62 

.T2

186

208 

195

170 

240

399

206

195 

180

170 

201

180

441 

140 

.47 

.52

140 

140

130 

130

132 

123

112 

112

108

104 

112

94 

92

88

85 

83

88

140 

83 

.24 

.28

83 

83

81 

79 

144

117 

106

85

81

73

73

92

70

75 

590

385

177

142

136

590 

70 

.28 

.33

163 

140

149 

1,010 

831

290 

252

144 

134

155

193

217

128

117

149

153

132

123

1,010 

117 

.50 

.56

CAL YR 1961: TOTAL 220,654 MAX 8.180 CFSM 1.34 IN 18.24 AC-FT 437,700

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3

5

6 

7

9 

10

11

13 

14

17 

18

20 

21 

23

25

28 

29

31

MEAN 

MAX 

MIN

IN.

124

156

114 

107

92 

291

260

218 

211

179 

181

125 

122

120

175 

463 

92

.45

116

118

109 

113

114 

111

101

107 

105

103 

101

101 

100

_____

106 

1L8 

96

.26

98

96

96 

98

95

95

100

98

255

348

127 

453 

90

.33

25

260

202

186 

200

162

151

139

120

122

156 

260 

120

.40

*EAN 470

120

115

118

120 

120

12B

118

113

____

_____

115 

128

.27

MAX

175

258

3,880

3,230 

1,880

561

4,120

365

311

1.170 

4,120

3. 00

278

255

233

200

184 

1B1

184

168

_____

188 

278

.47

162

145

134

145

134 

130

128

116

221

483

306

204

.52

2 BO

216

181

143 

139

124 

145

258

1,590 

960

235

__-_

315

.78

186

162

147

126 

120

122 

221

139

295 

240

158

156

258

187

.48

8.58

204

145

120

100 

124

1,580 

2.120

872

252 

218

168

260

577

449

1.15

343

1B1

156

122 

114

680 

611

195 

170

139 

132

124 

U6

113

_____

192

680 

L09

.48
ST. FRANCIS RIVER BASIN

7-0435. Little River ditch 1 near Morehouse, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1O64

DAY

1 

2 

3

5 

6

8

9

11 

12 

13

15

16 

17 

18

19 

20

21

22 

23 

24

25

27 

28

29 

30

MEAN

MIN 

IN.

OCT.

103 

1C1 

96

94

89 

85

84 

84 

82

80

82 

82 

80

80 

78

78

78 

78 

80

78

78

80 

84

84.6

78 

.22

NOV.

85 

84 

85

89

89

84 

84 

85

87

87 

89 

85

85 

89

87

160 

147

166

153

139 

128

105

84 

.26

DEC.

122 

118 

116

113

111 

116

105 

103 

105

113

90 

105

75

84 

94

104

.27

JAN.

98 

98 

98

126

132 

134

116 

114 

114

141

130 

128

120

120

120

.31

FEB.

18 

13

321

238

357 

319

238 

218

181

 

.58

MAR.

164

156

5,350

b, 360

5,530 

3,850

698

302

453

6.4G

365 

359

1,590

872

423

265

262

235

1.91

223 

221

225

223

20C

184

173

173

168

.51

164 

162 

162

'??

160 

156

153

143

143

132

118

132

.36

141 

134

120

120

116 

118 

IK109

Ul

113

120

105

1C1

.21

,,.r 9 :

85 

84

78 

73

68 

6fl 

frft

63 

63

68

80 

101 

85

87

89

82 

78

.20

68 

67

61 

60

5*

56

55 

5f 

54

52 

(-7 

l*^

111 

<=1

147

137

IPS

35r

iif

21C

!! >

5r

.2t

2 

3 

4 

5

6 

7 

8 

9 

10

11

13 

14 

15

193 

162

120

113 

111

103

99 

98

92 

92

91

92 

94

96

92 

91

360 

308

698

438 

354

1,000

680 

513

228

453

302 

275

768

561 

438

PER SECO

243

193

183 

186

3,750

3,850 

2,400

453

561

698

680

380

303 

298

925

3,180

1,960 

2,180

1,140

577

3BER 1964

221

195

136 

133

483

357

211

300 

800

1.30G

BOG

40C

14C

265 

2C4

183 

188

134

100

94 

94 

98

89

S* 

32

80

52

78

115 

101 

87

3=2 

2,630 

1,730 

1,420 

1,380

AC-FT 306,200
ST. FRANCIS RIVER BASIN

7-0440. Little River ditch 251 near Kpnnptt, Mo.

Location. Lat 36°14'10", long 89°58'40", in NW£ sec.3, T.18 N., fl.10 E., on upstream 3ide of 

bridge on State Highway 84, 4 miles east of Kerinett.

Drainage area. --883 sq mi, includes that of Little River ditches ffj and 66-A. 

Records available.--November 192fi to September 1965.

Gage.--Wire-weight gage read once daily below 8 ft and twice daily above. Datum of gagp is 

 Ml.00 ft above mean sea level, datum of 1929 (Corps of Engineers bench mark). Brior to Oct. JO, 

1934, chain gage at same site and datum.

Average discharge.--38 years (1927-65), 746 cfs (540,100 acrp-ft perypar

Extremes. --M 

table:

Water 

year

1961 

1962 

1963

1965

iximum and minimum discharges for the water years 19^1-^5 are contained in the followinc

Maximum

Date

May 

Mar. 

Mar.

Feb.

9, 1961 

1, 1962 

6, 1963

13, 19EE

Oct. 4, I960.

dmary. 

Sept. 30, 196?.

Discharge 

(cfs)

e , 140

7,520 

4, 660 

8,180 

6,000

Gage height 

(feet )

20 . 40 

20 . 10 

c IE. 30 

21 . 90 

IE. 44

Minimum

Date

Oct. 4, E, 1960 

Oct. 9-14,18,17,136: 

Sept. 29-30, 1963 

Aug. 11, 13, 14,1964 

Aug. 31, 1965

Discharge

1E4 

17B 

El 5 

124 

167

Qage height 

(feet)

"b 3.17

2.96

fd Sept. 1H, 14j Ifi, 17, 1964

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 196C TO SEPTEMBER l°6l

1 

2

4 

6

8 

9

11

12 

13 

14

16 

17

20

21 

22

25

27

28 

29 

30 

31

MEAN 

MAX 

MIN

154

195 

195

162 

162

170 

170

178

178 

178

170

178 

178 

170

170

154

195

222 

204

20*

252

319

274 

285

"X 

367 

170

725

2,110 

1,480

885

480

546

392 

468

274

468

417 

392

285

450 

417

285

885

789 

757

1,640

1,150

880 

343

4,420

2,440 

3.830

1,880

1,510 

1,150

2.145

1,080

951

2,440 

2,140

885 

853

B85

885

885

725

8,060

6,280 

5.380

2,010

1,080 

1,020

951

8fl5

789

2^94 

7*7

1,080

663

630

918

630

52n

52C

JULY

4°v

417

417

417

1,020

630 

520

3? 2

AUG.

417

312

343 

319

206

296

285 

263

263

232 

2??

213 

213

232 

213

195

186 

186 

204

6,760 

186
ST. FRANCIS RIVER BASIN

7-0440. Little River ditch 251 near Kennett, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TC SEPTEMBER 1962

DAY

1

3

4 

5

6

7

9 

12

15

16 

17

21

24

26

29 

31

TOTAL 

MEAN

186

178

186 

178

186

195

186

186 

204

5,619 

188

195

£

367

3,240

1.410

663

20,821

 -J

:::

468

1,350

885

725

725

63C

1,160

3.830

2.440

1.680 

1,220

885

3.600

3,880

_____

885

2,440

1,740

1,280 

1.310 

2,540

APR.

1,080

1,150 

1,120

757

725

885

694

MAY

821

630

821

603

546

630 

546

830

JUNE

520

442

442

630

520

JULY

417

343

3^3

319

3'9

3'9 

3.'. 3

AUG.

285

222

232

222

821

392 

367

SEPT.

466

1,250

694

442

442 

442

367

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3 

4 

5

6

7

9

11 

13

15

16 

17

18

24

27 

28

31

MAX 

MIN

386 

386

3B6 

365

325

851

1.480

880

534

449

407

1.480 

325

407

386

386

365

345

325

______

407 

325

325

325

325

325

345

325

668

668 

300

512

386

365

300

330

330

600 

290

330

305

265 

285

285

265

_____

245

305

1.180

716 

2.530

910

691

622

285

556

449

407 

386

386 

386

365

345

______

325

365

365

325 

325

305 

305

285 

325

1,120

823

285

600

407

1.150 

823

534 

1.360

910 

716

622 

578

___ 

386

419

325 

325

38<- 

345

365

245 

305

1,210 

910

445 645 

512 534

38f 

36F

32"

32 '.

325

305

365 

345

345 

325

449

235

534

285

235 

225

285 

3B6 

668

449 

365

285 

265

235

235

225 

225

_____

215
ST. FRANCIS RIVER BASIN

7-0440. Little River ditch 251 near Kennett, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

2 

3

5

6 

?

8 

9 

10

12 

13

15 

16

18 

20

21 

22

23 

24 

25

26

28

30 

31

MAX 

MIN

OCT.

215

196 

196

196

8

8 

8

8 

8

8

8

8 

8 

8

8

8

8 

8

1

8

NOV.

205

215

205

186

186 

196

205 

205

205

215 

245 

285

285

265

255

285 

186

DEC.

235

225 

225

225 

235

245

225

BO

00

80

20C 

250

250

250 

240

250 

175

JAN.

275

300

225 

245

255

225

235 

235

225

215 

215

350 

215

FEB.

225

205 

255

449

365

345

449 

428

365 

345

325

205

MAR.

305

2,430

6,980

6,740 

6,500

2,960 

2,250

1,000 

913

i.,100

853 

741

305

APR.

716

2,000 

1,590

1,070 

1,000

853

691

578 

578

823

578

556

MAY

534

512 

512

1,520 

883

556

449

407 

428

512

407 

386

386

JUNE

386

345 

345

325 

325

325

325

285 

265 

265

255

255

255

JULY

305

235

235 

225

345 

325

235

205

205 

205

205

205 

186

186

AUG.

168

141

141 

132 

132

124

124 

124

150 

141

225 

205

285

205 

186

124

SEPT.

177

150

141 

141

141

132 

132 

132

132

305 

285

285 

449 

305

245

1,230

853

132

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

4 

5

6

7

9 

10

11 

12

14 

15

19 

20

23 

24

25

26 

27 

28 

29 

30 

31

MEAN 

MAX 

MIN

OCT.

449

285 

285

235

225

215

205 

205

205

205 

205

196

578 

196

NOV.

196

186 

186

186

225

225 

215

225

225 

225

177

DEC.

560

49C 

466

464 

481

436

JAN.

828

633 

698

935

447

FEB.

870

761

488

MAR.

972

615

756

APR.

2,710

2.820 

1,890

845

724

MAY

586

548 

792

737 

651

536

529 

1,040

641

JUNE

620

1,400 

1,470

1,480

800 

680

514 

502

488 

471

JULY

506

548 

814

1.010 

806

584 

526

374 

368

330 

337

294

AUG.

286

265

257 

253

245 

241

223 

211

186 

199

183 

181

167

224

SEPT.

300

255

207 

199

352 

2,320

1,750 

1.450

806

750 

1,130

1,310

868 

729 

711

947
ST. FRANCIS RIVER BASIN

7-0450. Little River ditch 66 near Kennett, Mo.

Louation.--Lat 36°14'10", long 89°58'45", In NE£ sec.4, T.18 N., R.10 E., on upstream side of 

bridge on State Highway 84, 4 miles east of Kennett.

Records available.--October 1926 to September 1965.

Gage.--Wire-weight gage read once daily below 8 ft and twice daily above. Datum of gage is

241.00 ft above mean sea level, datum of 1929 (Corps of Engineers bench mark). Prior to Oct. 30, 

1934, chain gage at same site and datum.

Average discharge.--39 years, 270 cfs (195,5UO acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following 

table:

Mater

1961 

196E 

1963 

1964 

1965

Maximum

Date

May 9, 1961 

Mar. 1, 196E 

Mar. 6, 1963 

Mar. 11, 1964 

Sept. 13, 1965

Discharge 

(cfs)

3,540 

3,440 

1,600 

3j 600 

5, 970

Gage height 

(feet)

20.40 

20.10 

15.65 

21.79 

a 15.16

Minimum

Date

Many days

Discharge 

(cfs)

0 

0 

0 

0 

0

Gage height 

(feet)

-_

a Occurred Feb. 13, 1965.

1926-65: Maximum discharge, 4,350 cfs Jan. 24, 25, 1937; maximum gage height, 21.79 ft 

Mar. 11, 1964; no flow at times since 1944.

Remarks. Records fair. An auxiliary ditch, Little River ditch 66-A (see station 7-0455), received 

part of the flow through cutoffs above stage 6.4 ft. Above stage 13 ft, the low, narrow bank 

between the main and auxiliary ditches is submerged and the 2 unite to form 1 stream in vicinity 

of gage. To segregate the discharge of each ditch, the division line between the two is taken as 

the top of the bank that separates them at low stages. Little River ditches 66 and 66-A head 

in Little Kiver ditch 251 at a point 7.6 miles upstream. Bank between ditches 66 and 66-A was 

removed May 12, 1965, now one ditch 66.

Revisions (water years).--WSP 877: 1938.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

3

4

5 

6

7 

8

10

11

13

15

16

17

19

20

21

23

25

26

27

28

29

30

3L

MEAN

MIN

0

0

0

0

0 

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_____

0

0

L

1

.0

.2

.0

.8

.2

.7

: .3

.7

70.2

0

.7

.4

i

3

2 

i

1

.4

.6

.9

.9

1

3

1

1

1

.0

.0

.0

.0

.0

: .0

.0

11.6

1.0

3.0

2.0

1.8

1.8

1.3 

1.2

1.0 

39

80

74

52

37

29

23

39

39

39

764

382

286

198

182

 

 . 

 

118

L.O

MAX

278

262

L82

150

246

1.510

1,060

6'94

689

1,150

848

620

364

310

294

750

524

382

328

382

337

254

230

602

150

3,510

834

1.120

871

562

438

156

185

255

855

562

840

903

536

378

255

156

112

120

120

120

88

70

 

406

70

 UN 0

UN 0

78

275

297

205

138

3.370

3,440

3,230

2,680

1.900

1,720

1,400

640

462

330

235

185

175

147

215

104

96

8L

1.118

78

AC- FT

74

67

64

67

56

81

225

88

53

81

390

319

138

96

104

50

37

34

32

29

28

28

 

97.8

28

34,190

26

21

21

20

19

16

22

18

14

13

9.0

8.4

9.5

27

128

275

104

70

44

34

37

29

18

51.8

8.4

16

13

9.5

9.5

9.5 

9.0

8.1 

7.5

3.6

2.2

L.8

1.5

1.3

1.0

.60

.30

.10

0

0

0

0

0

0

0

0

3.40

0

0

0

0

0

0 

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

0

0
ST. FR«NCIS RIVER BASIN

7-0450. Little Rlv=r dlt.cb 6R near Kpnnpt

OISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

I

2

3

4

6

7

9

10

11

12

13

14

15 

16

17 

18

19

21

22

23

24

26

27 

28

29

31

MEAN 

MAX 

HIM

0

0

D

0

0

0

0

0

0

0

0

0

0 

0

0 

0 

0

0

0

0

0

0

0

0

0

0

0 

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

6.6

162 

56 

22

7.0

35

871

1,260

378

165 

74

42

0

23

16

13

12

11

10

156

969

403

627

523

366

195 

112

195 

438 

536

342

205

175

96

53

53

56

53

40

8.7

33

28

26

24

596

935

438

195

104

70

5C

100

SOB 

1.720

1,420 

919 

601

342

524

1,550

1,620

871

840 

682

510

275

23

FEfl

56

20

12

74

53

6*1

88

120

U2

96

84

65

156 

215

112

U2

256

1 ,480

j

3,260

- 

50

'"

r^L__ 

3-340

ZtTSO

I,8f5

1,280

668

48f>

29T

2<i7

275

2f5

225

1 = 5

156

S? 

78

700

1,320

1.2CO

871

54<5

4C2

2<=7

871

78

«K.

1,130

919

fr 54

tsl

265

205

185

245

756

l,4"0

<J86

601

3«0

165 

138

Q£

84

«4

74

56

64

56

255

903

426

245

129

c fc

74

70

60

47

40

40

37

32

34

64

47

42

36

22

42

30

106 

003 

22

JUNE

28

2P

34

50

2<t

22

20

44

53

53

60

50

28

14

14

=1.2

7.5

8.7

7.8

17

36

2(1

27.2

60 

7.5

JULY

10

9.2

R.I

7.0

5.1

5.9

9.2

3.4

1.8

1.4

l.r

l.c

.80

.7^

.6'"

.20

0

0

0

0 

0

c

0

?.<=3 

17

C

AUG.

0

0

0

°0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

70

1T4

31

9.0

6.07

104 

0

SEPT.

.20

74

81

m

!95

9?

14

11

7.0

2.4 ?. >

2.C

28?

414 

175

47

£.]

6.?

3.0

.20

C 

f

0

56. I 

4\4

WAT YR 1962: TOTAL 80,049.90 MEAN 219 MSX 3,340 MIN 0

DISCHARGE, IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MEAN

MAX

MIN

AC-FT

0

.10

0

0

0

0

0

0

0

0

0

.90 111

3 3

4 0

2 7

1 1

2

0

3

8

2

2

1

0

9.0

7.0

5.0

4.0

3.0

2.7

46.8

450

0

2,880

> 1.5

> 0

~ 

.75

_

_

45

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1.2

36

1.20

36

0

74

28

24

19

15

12

8.0

5.0

3.7

3.0

2.5

2.0

1.0

.50

.30

.20

> .10

4.06

28

-

250

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

_____

0

0

0

0

0

G

0

1.2

334

1,380

1,350

850

540

360

271

686

518

300

163

122

137

875

1,060

790

576

420

253

129

87

61

49

84

67

49

33

372

1,380

0

22,900

APR.

23

17

16

11

8.8

7.2

7.0

6.5

5.6

4.7

3.7

3.0

2.3

2.0

1.6

1.2

1.0

.70

.50

.40

.40

.30

.20

.10

.10

.10

.10

.10

.20

.20

4.17

23

.10

248

.10

.10

.10

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

3.2

181

507

600

310

101

54.9

600

0

3,380

38

22

16

11

6.7

5.8

3.7

.'.8

2.0

1.4

.90

.60

.40

.30

-2C

25

253

101

21

8.8

300

463

290

137

87

30

15

9.4

7.8

11

62.4

463

.20

3,710

 -

6.2

3.7

2.3

1.2

.7C

.4?

.20

.10

0

0

0

r>

c

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.4S

6.2

0

2->

0

o

0

0

0

0

0

0

0

0

0

Q

0

q .4

4'0

410

271

129

55

21

6.2

.50

0

0

0

0

0

0

0

0

0

42.0

410

0

2,580

21

13

2.5

.SO

?

0

0

c

r

0

0

£.

c

0

50

20

1.0

C

0

c

0

c

c

c

c

0

n

C

0

C

108.00

3.60

50

0

214

WAT YR 1963: TOTAL 18,305.60 MEAN 50.2 MAX 1,380
ST. FRANCIS RIVER BASIN

7-0450. Little River ditch 66 near Kennett, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1963 TO SEPTEMBER

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26 

27

28

29

30

31

TOTAL

MEAN

MAX

MIN 

AC- FT

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

_____

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_.. _ 

_____

0

0

0

0 

0

0

0

0

0

712

1,020

679

500

 4BO

,880

,440

,880

,320

.260

,130

,980

,660

,420

,180

883

607

417

300

220

180

188

220

164

108

72

30,136

972

3,440

0

59

50

44

47

160

715

1,360

1,070

743

523

399

292

220

180

172

124

100

79

72

62

50

41

35

32

29

25

93

41

25

 

6,866

229

1,360

24

20

17

11

11

9.4

7.8

6.0

5.4

5.1

4.8

5.4

226

345

108

23

15

5.0

0

0

0

0

0

0

0

0

0

0

0

0

0

824.9

26.6

345

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

_____

0

0

0

0 

0

 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

n

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

136

236

03

_____

465

15.5

236

0 

922

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1964 TO SEPTEMBER 1°65

1

2

3

4

5

6

7

8

9

12

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX 

MIN

Not

25

6.0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

25 

0

B.--HO ga

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

355

200

_____

0

je-height

71

62

76

561

695

291

98

71

66

876

230

120

62

36

22

12

10

4.5

1.0

.70

0

0

0

0

0

0

0

0

0

record J

0

7.5

172

40

21

17

10

5.0

127

215

40

9.0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

886

2,640

2.120

1,460

755

491

260

158

82

44

21

9.0

6.0

2.0

.5

0

0

 . 

 .

_____

0

MAX :

9.6

21

44

40

32

23

57

62

46

18

11

6.6

5.4

4.2

4.5

3.9

3.0

2.0

2.0

1.0

0

0

0

0

0

38

1.170

945

0

,440 f

355

82

52

635

1,340

920

945

920

715

323

186

138

245

200

150

120

92

76

62

54

26

IS

11

6.9

0

.90

12

 

0

IN 0

UN o

Aug. 2.

12

1.0

0

0

0

0

0

0

0

0

0

0

0

.10

.50

2.2

2.2

4.5

1.7

2.2

1.7

1.6

1.7

1.2

35

28

18

9.5

0

AC-FT 

AC- FT

7.0

4.0

8.5

9.5

11

9.5

10

0.5

50

70

40

20

12

8.0

6.0

5.0

4.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

_____

70 

3.0

85,780 

94,310

.0

 .0

 .0

: .0

.0

.0

1

1

1

.0

.0

.0

.0

.0

.0

.0

.0

; .0

.0

.0

.0

.c

': .C

.C

.0

.0

15

3.0

3.0

3.0

3.0

3.5

3.5

3.2

3.2

3.8

3.5

3.5

3.2

3.2

3.2

3.0

3.0

3.5

3.2

3.0

3.0

3.2

3.0

2.8

2.5

2.8

3.0

2.8

2.5

2.5

3.8 

2.5

4.0

3.2

3.2

2.8

2.5

2.2

2.2

2.0

2.0

1. 60

2, 00

1, 10

1, 40

58

41

25

02

98

93

07

28

28

76

58

44

36

38

_____

3,530 

2.0
ST. FRANCIS RIVER BASIN 141

7-0455. Little River ditch 66-A near Kennett, Mo.

Location. Lat 36°14'10", long 89°58'45", In NE^ sec.4, T.18 N. , R.10 E. , on upstream side of 

bridge on State Highway 84, about 4 miles east of Kennett.

Records available. January 1927 to May 1965 (discontinued). Monthly discharge only for some 

periods prior to October 1927, published In WSP 1311.

Gage. Wire-weight gage read once daily below 8 ft and twice daily above. Datum of gage is

241.00 ft above mean sea level, datum of 1929 (Corps of Engineers bench mark). Prior to Aug. 7, 

1940, chain gage at same site and datum.

Average discharge. 37 years, 42.8 cfs (30,990 acre-ft per year).

Extremes.--Maximum and minimum lilscharges for the water years 1961-65 are contained in the following

year

1961 

1962 

1963 

1964 

1965

Date

May 9 1961 

Mar. 1 1962 

Mar. 6 1963 

Mar. 11 1964 

Feb. 13 1965

Maximum

Discharge

(Of 3)

1,350 

1,260 

643 

1,590 

b 1,380

Gage height 

(feet)

20.40 

19.90 

a 15.7 

a 21.76 

15.16

Date

Many days 

do. 

do. 

do.

Minimum

Discharge 

(cfs)

0 

0 

0 

0 

e o

Gage height 

tfeet)

'-

a From floodmark.

b Maximum for period October to May 1965.

c Minimum for period October to May 1965.

1927-65: Maximum discharge, 2,340 cfs (including some overflow from levee breaks on 

Mississippi River) Apr. 25, 1927; maximum gage height, 21.76 ft Mar. 11, 1964, from floodmark; 

no flow at times in each year.

Remarks.--Records poor. No ditch after May 11, 1965; ditches 66 and 66-A made into one ditch.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

 [

8

9

10

It

12

13

14

15

16

17

IB

19

20

21

22

23

24

25

26

27

28

29

30 

31

MEAN

MAX

MIN

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

52

59

1.2

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

3.62

59

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0*0

0

0

0

0

0

0

0

0

0

0

0

3.6

146

72

3.6

0

0

0

 

 

8.04

146

0

0

0

0

0

0

125

514

657

615

353

121

24

117

47B

375

171

65

11

0

0

0

9.5

121

109

28

.40

0

0

0

0

0

126

657

0

196

320

Ul

18

0

0

0

0

0

0

0

.70

100

65

22

109

133

60

4.8

0

0

0

0

0

0

0

0

0

0

0

38.3

320

0

0

0

0

0

0

54

846

,250

,330

,300

,220

,090

955

769

602

53B

375

161

40

.4

0

0

0

0

0

0

0

0

0

0

0

340

1,330

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0 

0

0

0

0

CAL YR 1960: TOTAL 1.014.00 MEAN 2.77 MAX 22B MIN 0 AC-FT 2,010
ST. FRANCIS RIVER BASIN

7-0455. Little River ditch G6-A near Kennett, Mo.--Continued 

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1562

DAY

1

2

3

4

5

6

7

a

9

10

ii

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

AC-FT

OCT.

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

143

320

97

2.4

0

0

0

0

_____

18.7

320

0

DEC.

3

0

0

0

0

0

0

0

f .2

161

127

48

7.3

0

0

0

a

0

4.4

1.0

0

0

0

0

0

0

0

0

0

D

0

11.4

161

C

JAN.

0

0

0

0

0

51

146

41

1.4

0

j

0

0

0

123

526

408

133

29

.10

0

40

54

90

52

21

03

50

7.2

0

0

96.0

526

0

FEB.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

11

378

602

478

881

1,180

 

 

____

126

1,180

0

MAR.

1,250

ItOOu

602

320

153

43

.30

0

0

0

u

0

0

0

0

0

0

0

0

0

45

320

270

121

41

12

3.0

0

0

1.5

112

139

1,250

0

APR.

225

139

37

2.0

0

0

0

0

0

0

88

386

169

21

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

______

35.6

3B6

0

MAY

0

110

4.4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

3.69

110

0

JUNE

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_____

0

0

0

0

0

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

SEPT.

0

D

0

0

p

0

0

0

0

0

c

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

_____

0

0

0

0 

0

DISCHARGE, IN CUBIC FEET PER SECOND. HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

AC-FT

0

0

0

0

0

0

0

0

0

0

0

0

0

0

16

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

16

.52

16

0

32

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_____

0

0

0

0

c

0

0

c

0

0

0

0

0

0

0

0

0

0

0

c

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

FEB

0

0

0

Q

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

. 

 

_____

0

0

0

0

0

0

0

0

0

18

502

466

169

36

0

0

97

30

0

0

0

0

200

300

127

45

6.2

0

0

0

0

0

0

0

0

0

1,396.2

64.4

502

0

3,960

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_____

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

33

47

.10

0

80.10

2.58

47

0

159

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.70

5.Z

0

0

0

0

o

0

0

__L_

5.90

.20

5.2

0

12

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

c

r

0

c

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

4.2

Z.4

0

0

0

0

0

0

0

0

0

0

0

o

{)

0

0

6.6

.21

4.2

0

13

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_____

0

0

n

0

0
ST. FRANCIS RIVER BASIN 

7-0455. Little River ditch 66-A near Kennett, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

75

26

27

28

29

30

EAN

AX

IN

C-FT

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

c

0

0

c

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

0

0

0

0

0

0

0

0

154

20

33

48

11

1. SO

1, 20

1. 80

53

97

41

B5

63

30

42

01

91

14

0

0

0

0

0

0

0

0

325

1,520

0

19.960

0

0

0

0

0

252

538

364

161

5?

10

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

45.9

53B

0

2,730

0

0

0

0

0

0

0

0

0

0

0

5.5

6.6

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.39

6.6

0

24

0

0

0

c

0

o

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

JULY 1 AUG.

~3 ~ 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

o

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

HAT YR 1964: TOTAL 11,452. LO MEAN 31.3 MAX 1,520 MIN 0 AC-FT 22,710

DISCHARGE, IN CUBIT FEET PER SECOND, OCTOBER 1964 TO MAY 1965

DAY| OCT.

i

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

0

0

0

0

0

0

0

0

37

0

0

0

0

0

0

25

1.4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

63.4

2.05

37

0

0

0

0

0

0

0

0

0

0

91

Yt

4.8

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

132.8

4.28

91

0

0

0

0

0

0

0

0

0

0

401

1.160

1,340

1,340

1.080

610

?08

45

2.6

0

0

0

0

0

0

0

0

0

0

_ 

 

 

6.186.6

221

1.340

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

520

352

B72

28.1

520

0

14

0

0

272

630

352

352

208

176

95

.80

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

2,099.80

70.0

630

0

0

0

0

0

0

0

0

0

0

0

0

-

-

-

-

_

-

-

-

-

_

_

_

_

-

_

_

-

_

-

_

-

_

-

 

HAT YR 1965: TUTAL
ST. FRANCIS RIVER BASIN

Location.--Lat 36°14'10", long 89°58'35", in N*£ sec.3, T.18 N., H.10 E., on upstream side of 

bridge on State Highway 84, 4 miles east of Kennett.

Drainage area.--89.0 sq mi.

Records available. November 1926 to September 1965.

Sage.--Wire-weight gage read once daily below 8 ft and twice daily above. Datum of gage is 241.00 

ft above mean sea level, datum of 1929 (Corps of Engineers bench mark). Prior to Oct. 20, 1934, 

chain gage at same site and datum.

Average discharge.--38 years (1927-65), 107 cfs (77,460 acre-ft).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following 

table:

year

1961 196" 

1965 

1964 

1965

Date

May 7, 1961 

Jan. 15, 1962 

Mar. 5, 1963 

Mar. 15, 1964 

Feb. 12, 196E

Maximum

Discharge 

(cfs)

2 680 

3 280 

1 650 

2 920 

2 230

Gage height 

(feet)

a 10. H 

11.90 

a 8.00 

10.70 

10.38

Date

Nov. 3, 1960

Sept. 30, 1963 

Oct. 23-31, 1963 

Several days

Minimum

Discharge 

(cfs)

3.9

s!s

4.5

Gage height 

(feet)

b 0.01 

-.20 

d -.20

1926-65: Maximum discharge, 4,140 efs (including some overflow from levee breaks on 

Mississippi River) Apr. 29, 1927 (gage height, 15.57 ft); no flow for many days in 1936, 1944-45, 

1952-53.

Remarks. Records poor.

Revisions (water years).--WSP 1281: 1932.

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TC SEPTEMBER l«n

DAY

2 

3

4 

5

6

8 

9 

10

2

4

7 

8

9

0

2 

3 

4 

5

6

7 

8 

9

31

MEAN

MIN

OCT.

5.8 

5.5 

5.2

5.2

5.2

5.2 

5.2 

5.2

5.2

5.2

4.9 

4.9

4.9 

4.9

4.9 

4.9 

4.9 

4.9

4.6 

4.6 

4.6 

4.6

4.9

5.05

4.6

NOV.

4.6 

4.6 

4.3 

4.3

4.3

3.9 

6.4 

5.2

4.9

5.8

7.0 

7.7

7.3 

7.3

7.3 

7.3 

7.0 

7.0

8.5

a.i

8.1

8.5

 

6.22

3.9

DEC.

11 

11 

10 

13

13

39 

24 

42

287

44

19

18

13 

12

10 

10 

11 

13

14 

12 

12 

11

20

35.9

10

JAN.

23 

69 

61 

60

55

28 

20 

14

12

12

34 

23

16 

15

12 

13 

13

9.0

11 

11 

11 

11

12

23.0

9.0

FEB.

11 

11 

11 

11

11

305 

118 

58

30

21

18

34

1.020 

560 

202 

305

157 

84 

460

 

140

11

MAR.

84 

58 

ICO 

531

2,050

1,620 

668 

234

lie

440

90

63

118 

130 

84 

64

64 

136 

136 

69

1.210

380

58

APR.

668 

186 

112

90

79

62 

61 

74

8°0

186

234

64

56 

50 

49 

48

44 

41 

41 

39

 

37

MAY

52 

42 

41

93C

2,280 

1.980 

950

218

178

112

58

52 

47 

42 

39

38 

36 

34 

32

28

28

JUNE

2f> 

34 

1,170 

624

900

234 

668 

602

74

33

4?

24

24 

21 

19 

18

17 

16 

16 

16

______

15

JULY

14 

13 

13 

11

11

11

10 

10

9.4

14

11 

11

84

106 

40 

164 

64

36 

28 

24 

22

17

9.4

AUG.

6

6 

5 

5

14

14 

13 

13

12

22

11

9.8

9.8 

9.4

8. 

9. 

9. 

B.

8. 

7. 

7.

6.

12.

6.7

SEPT.

7.3 

7.7 

8.1 

7.7

7.7

7.0 

7.0 

7.0

6.7

7.3

7.0 

7.0

11 

9.8

8.1 

7. 7 

7.3 

7.3

7.3 

6.7 

7.0 

6.7

7. 4Q

6.7
ST. FRANCIS RIVER BASIN

7-0460. Little River ditch

DISCHARGE, IN CUBIC FEET PER SECOND,

259 near Kennett, Mo.--Continued

WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1 

2 

3

5

7 

8 

9 

10

11 

12

14 

15

16

17 

18 

19

21

23 

24

26 

27

28 

29 

30

MEAN

M1N 

AC- FT

OCT.

: :

-

.1 .1

.8

.8 

.8 

.5

.5

.5 

.5

.5 

.5

.5

.5 

.1

6.35

5.5 

391

NOV.

5.B 

5.8 

11

7.3

6.4 

6.1 

6.1 

6.1

6.1 

5.8

5.8 

6.1

39

30 

16

11

1,940 

1,780

112 

64

47 

33

30

161

5.8 

9,550

DEC.

29

28

60

33

28 

1,280 

1,710

1,050 

624

106 

74

133

460 

251

56

49

44

244

23 

15.020

JAN.

41

39

268

850 

480 

130 

70

50 

45

84 

2,100

143 

100

560

500

84

408

39 

25,070

FEB.

74 

69

51 

49 

64 

79

60 

53

48 

46

51

118

2,120

2,160

_____

475

46 

26,360

MAR.

2,360 

1,740

106 

182 

400 

164

164 

118

79 

74

60

59

100

500

402

59 

24,720

APR.

580 

150

53 

51 

74 

328

2,440 

1,840

143 

95

63

59

45

119

246

40 

14,610

MAY

1,170 

580

46 

45 

59 

49

60 

50

36 

31

28 

26 

28

24

19

93.6

19 

5,760

JUNE

19 

17

19 

19 

20 

18

18 

50

22 

22

19 

18 

18

14

100 

40

45.4

13

2,700

JULY

32 

27

79 

36 

27 

21

19 

IS

15 

14

13 

13 

13

11

1L 

11 

14

L8.6

11

1,140

AUG.

11 

11 

11

11 

10

9.8

9.4 

8.9

8.5 

B.I

8.1 

7.7 

7.7

7.7

7.7

12 

10 

9.8

10.1

7.3 

622

SEPT.

129 

287 

143

202

60 

40 

24 

40

30 

22

14 

171

118 

79 

47

28

17

15 

15

14 

13 

13

70.6

13

4,200

AC-FT 130,100

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1=163

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

2e

27

28

29

30 

31

TOTAL 

MEAN

MAX

MIN

OCT.

12

LI

LI

10

9.8

9.4

8.9

8.9

8.9

8.5

8.5

8.1

9.B

27

84

55

36

27

20

15

14

14

14

13

11

11

10

10

11

11

10

16.7

B4

8.1

NOV.

10

10

10

.8

.4

.4

.8

.8

.4

.

8.

8.

8.

9.

8.

8.

8.

8.

8.

8.

8.

8.

B.

8.

8.

8.

8.

8.

B.9

1

B.I

DEC.

S.I

8.1

8.1 "

> 8.0

I

J

7.0

7.0

7.0

8.0

9.0

9.0

B.O

7.0

7.0

8.0

8.0

8.0

8.0

7.0

.0

.0

.0

1

1 

1

8.45

17

7.0

JAN.

11

10

8.1

7.0

7.0

7.7

7.7

B.9

8.1

7.7

8.0

8.0

> 7.0

7.0

I

) '"

7.49

1L

-

FEB.

7.0

7.0

8.0

B.O

9.0

9.0

8.0

8.0

7.0

7.0

7.0

7.0

6.7

7.0

7.0

> 6.5

 . »_

~~II

7.04

9.0

-

MAR.

7.0

8.0

0

1,2

8

2

7

8

1

1

21 

19

165

1,240

7.0

APR.

19

18

1°

17

16

16

16

16

15

14

14

14

13

13

12

13

13

13

13

12

13

13

13

12

12

11

11

13

12

12

13.9

19

11

MAY

11 ]"

1"

}-

8.0

68

1,050

1,410

1,410

420

118 

61

153

1,410

-

JUNE

47

36

33

29

27

25

24

23

22

21

20

19

18

18

22

136

95

44

31

128

520

186

90

47

36

31

31

84

69

79

66.4

520

LB

JULY

44

32

26

23

22

19

19

18

17

16

15

15

15

67

244

74

31

23

17

16

15

14

13

12

12

11

11

10

10

10 

10

881 

28.4

244

10

AUG.

10

9.0

9.0

9.0

9.0

9.0

9.0

8.5

8.0

8.0

8.0

B.O

8.0

15

13

11

10

9.0

8.0

8.0

8.0

B.O

7.0

7.0

7.0

7.0

7.0

7.0

7.0

6.4

6.4

264.3 

8.53

15

6.4

SEPT.

6.7

7.3

7.0

7.3

7.7

7.0

7.0

6.4

6.4

6.7

7.0

7.7

S.I

11

11

8.0

B.I

7.3

7.0

6.4

6.4

6.4

6.1

6.1

6.1

5. B

5.8

5.R

5.8

5.5

211.8 

7.06

11

5.5

HAT YR 19631 TOTAL 15,106.1 MEAN 41.4
146 ST. FRANCIS RIVER BASIN

i-K4bO. Lietie River ditch 259 near Kennett, Mo.--Continued 

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2 

3 

4

7 

8

9 

10

1

2

3 

4 

5

6 

7 

8 

9 

0

1

I

4

7 

8 

9 

0 

1

ME N 

MA 

MIN

5.7 

5.0 

5.2

4. a

4.8 

4.B

4.8 

4.8

5.0

5.0 

5.0 

4.8

5.0 

5.0 

5.0 

4.8 

4.8

4.8

4.5 

4.5

4.5 

4.5 

4.5 

4.5 

4.5

1:1

' -"" 

5.2 

5.2 

5.2 

5.2

6.2

5.9 

5.9

5.9

5.5 

5.5 

5.5

5.5 

5.5 

6.2 

6.2 

6.2

6.8

7.5 

6.8

6.5 

6.2 

6.2 

5.9

7.5

5.2

I" 5.9 

5.9 

5.9 

5.9

5.9

6.5 

5.9

6.2

6.8 

6.8 

6.8

b.5 

7.5 

6.5 

6.2 

6.5

7.2

13 

11

7.2

6.8 

6.8 

6.8 

7.2

13 

5.9

7.2 

7.2 

7.5 

7.2

7.5

7.5 

7.2

7.5

8.5

8.5 

8.5

.5 

.2 

.2 

.5 

.2

.8

.2

.8

.2

:!

 5

 5 

 

8.5 

6.5

6.5 

6.5 

6.5 

6.5

7.5

7.5 

7.2

6.8

8.2 

8.5 

8.5

12

10 

8.8 

7.8 

7.5

7.2

6.8 

6.8

6.2 

5.9 

5.9

12

5.9

5.9 

6.8 

8.5 

984

610

2,320 

2.560

2,560

2.600 

2,760

2,880

2,880 

2.720 

2,240 

1,360 

496

143

70 

58

49 

42 

38 

34 

33

2.880 

5.9

APR.

32

3D 

28 

35

870 

251

106 

80

62 

55

49 

46

41 

39 

34 

33 

30

30

30 

28

122 

ISO 

58

26

:

 :

0

1

0 

0

0 

2 8

I I

0

0 

9 

6 

2 

0

9

8 

8

5 

0 

85

28

15

24 

22

20 

20

17 

17

16 

16

16 

26

18 

16

15 

17 

19 

20 

18

16

14 

14

12 

11 

11

11

JUL Y

^ 

14 

15

II 

11

11

14 

16

16

15

14

11

11 

II

II

II 

11

11 

11 

12

12

~

"'

11 II 

11

10

9.9

9.6

9.6

9.2 

9.2

B.g 

8.8 

14

11

11 

17

15

202 

130

478 

306 

130

35

8.8

25 

18 

13

13

13 

12

12 

11

11 

11

10 

9.9

9.9

0.9 

10 

33 

32 

23

16

58 

112

97 

1.230 

930

 

109 

9.9

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

4 

5

6

7 

8

10 

11

12 

13 

14

15

17 

18 

19 

20

11 

22 

23

25 

26

28 

29 

30 

31

MAX 

MIN

U4 

62

26 

18

15 

14 

13

12

11

11

11 

LI 

11 

11

11 

II 

11

10 

10

10 

10 

10 

10

10

10 

10

9.9 

9.9

9.9 

10 

11

10

9.9

9.9

10 

12 

16 

26

18 

14 

14

12 

12

581 

432 

192

4.9

84 

40

1.520 

1,310

742 

246 

94

73

448

80

40 

34 

30 

30

29 

28 

29

26

23 

22 

22

22

27 

245

98 

53

38 

33 

32

1,880

808

88 

4

106

46 

_35j

27

37 

36

34 

33

32 

32 

31

1,960

1.810

130 

98 

88 

80

70 

66 

66

63

::::::

31

155 

122

98 

122

323 

282 

146

80

56

56 

46 

40

38

36 

34 

34

44

840 

448

5,020 

32

130 

88

448 

334

154 

202 

168

130

53

46 

46 

44 

40

38 

35 

34

34

31

2,838 

30

30 

29

29 

28

28 

28 

28

31 

34

31 

29

29 

28 

28 

28

28 

28 

28

27

36 

29

928

44 

27

29 

28

27 

28

31

30 

29

34 

33

36 

38

32 

31 

30 

28

27 

27

26

25

892

38 

25

25 

Z4

25

39

44 

38 

33

33

30

21 

2?

23 2'- 

2 -> 

2'-

22 

22 

22

21

21

20

19

815

4* 

I«

19 

18

18 

17

17 

17 

18

19 

19

18 

19

19 

19 

19 

19

19 

19 

19

21

21 

20 

20 

22

22 

17

**

21 

21

22 

23

22 

22 

22

21 

100

321 

374

374

91 

63

50 

40

35 

114 

106

56 

44

36 

33 

40

37* 

21

AC-FT 115,100
PT- FRANTS RIVER BASIN

7_04 nri. st. Francis Ri'r er floodway near Marked Tree, Ark.

Location. --Tat 35"3P', long 9'~>°27', in SE-J- sec.10, T.ll N. . R.P F. , at dam of r^insp 

Drainage District 7, 2 miles north of Marked Tree

Records available. --September 1927 to September ] 931, July 1934 to September 19R5.

Gage. ~-St^f gage read twice daily. Datum of gage Is 198.71 ft abnve Memphis datum or JP^.nS ft 

aboye mean e°a lev*5 ] 'Morgan Knp-ine e ring Cn. bench mark).

Average discharge.--51 years (1934-RS), 4,216 cfs (3,052,000 acre-ft per yearl.

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1951 

19F2

196?

1365

Date

May 18-19. 1961 

Mar. 4-6, 1962 

Mar. 17, IB, 1963

Feb. 18, 1965

Maximum

D1 scharg^

(Cf3)

27,300 

54,000 

7,93U

21,700

Gage height 

[feet )

26.6 

27.5

25. 5

Date

Several days 

Many days

Sept. 10, 196E

Minimum

Discharge Cage height 

(cfs) (feet)

0 

0 

0

n

26 |

192"-31, 1934-65: Maximum discharge, 48,300 cfs Jan. 26-28, 1937 (gage height, 31.1 ft); no 

flow at times in most years.

Remarks.--Records good except those below 150 efs, which are poor. Flow diverted from St. Francis 

River bypasses Marked Tree and returns to St. Francis River immediately below Parkir. Some regulation by Wappapello Reservoir (see station 7-0390) since Apr. 1, 1941 (capacity, 625.'ino a^re-ft).

Cooperation.--Gage readings furnished by Poinsett County Drainage District 7.

DAY

1 

3

* 

6

T 

8 

9

1

2

4- 

5

16

18

20

23 

24

27 

28

30

MAX 

M1N

OCT.

I

0

0 

0

0

0 

0 

0

0 

0

0

-")

170 

380

470 

380

470

0

0

NOV.

0 

0

70

570 

800

380

380

230

,250 

,250

' 

.250

0

DEC.

1.42C 

1,420

1,600

1.7SO 

1.780

2.200

4,010

3,240 

3,240

1,*20

JAN.

3,510

2,200 

2,200

1,600

1,250 

1,250

800

380

FEB.

470

800 

800

,420

,780

,2CO

470

MAR.

4.450

5,960

7.230 

8.66C

14,000

15,500 

15,500

4,450

APR.

14,000

14,000 

13,600

12,100

11,400 

11,000

10,100

MAY

9,780

8,680 

10,400

25,900

24,500 

23,200

'

8,680

JUNE

15,100

9. 490 

3.420

7,030 

7,460

6,570 

6,160

5,330 

5,330

4.010

JULY

4,010

2,440 

2,440

1,780

1.420 

] .420

l.nSO

800 

1,080 

1,250

1.780 

2,440 

1,080

800

AUG.

1,780

930 

800

680

470 

470

380 

300

230 

170 

170

230 

230 

300

230

170

SEPT.

120 

120

70

170 

1

0 

0

0 

0

I

0

0 

0

0

0 

0 

0

0 

0

c 

c

0

c

CAL YR I960: TOTAL 955,030.00 MEAN 2,610

M Expressed in thousands.
ST. FRANCIS RIVER BASIN 

7-0470. St. Francis River floodway near Marked Tree, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 196;

2 

3 

4 

5

6

7

9 

10

11

13 

14 

15

16 

17

19 

20

22

23 

24

25

28 

29 

30 

31

MEAN 

MAX 

MIN 

AC-FT

0 

0 

0 

0

30 

230

380 

380

300

0 

0 

0

0

0

0 

0

0 

0

230

380

0 

0

104 

380 

0 

6,390

0 

0 

0 

0

0 

0

0 

0

0

0 

0

0

0 

70

1,420 

1.980

7.230

1,508

0 

89.710

8,420 

9,210

9,210 

8,680

5.750

3,510 

422.200

5,960 

9,940

10,700 

11,000

14,700

2,200 

490,600

7,690 

7,230

4,890 

4.670

 

4,670 

504,300

20,600 

18.400

11.400 

11,000

13,200

11,000 

1.261H

17,400 

17.400

12,100 

10,700

9,960

5,960 

800,800

7.010

4,230 

4,010

2.440 

1,980

1,250

1.290 

257,300

1,420

1,600 

1,290

1,080

1.080 

1,080

1,600

4,230

1.080 

95.760

,080

800

BOO 

800 

680

570 

380

380 

300

300 

300

230

230

120

70 

47,110

120 

120 

120

0

0 

0 

0

0 

0

0 

0

0 

0 

0

570 

800

1,080

0 

13,410

SEPT.

800

800 

1,080 

1,080

1.420

1,420 

1.080 

1,080

1,780 

3.240

3,770 

4,230

4.230 

3.240 

2,700

1,780 

1,420

800

1.838

570 

109,400

MIN 0

AC-FT 3,890,000 

AC-FT 4,098,000

M Expressed in thousands.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3

4

5

6

7

9 

10

11 

12

15 

17

19 

20

21 

22

25 

26

28

MEAN 

MIN

800

460

380

1,060

1,060 

1,060

800

560

614

560

380

380

160

160

160

240

160

800

1,060

1.060

1.060

1,015

1,320

1,320

1,640

1.320

1.470

1.470

1,320

1,060

,060

,060

6,790

5,110

4,060

3,850

2,700

1.980

1,320

1,470

1.320

930 

800

680

560

380

3,650

6.160

6.160

4.060

3.460 

3,270

3.080

3,460

2.510

2.890

2,150

1,640

«-30

S30 

e-)0

5*0 

5*0

460

3 1"! 

3'0

2'5

205 

160

2,150

85

85 

55

25 

0

0 

0

0

0

0 

0

0 

0

205

380 

460

380

160 

85

0 

0

460 

0

0

0 

0

0

0 

0

0 

0

0 

0

0 

0

0 

0

380

120 

25

0

0 

0

0

'0 

0 

0 

0

380

0

CAL YR 1962: TOTAL 1,862,365.00 MEAN 5,102 MAX 34,000

AC-FT 1,096,000
ST. FRANCIS RIVER BASIN 

7-0470. St. Francis River floodway near Marked Tree, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR HCTOBEP 1963 TO SEPTEMBER 196*

DAY

1

3

4

5

6

7

9 

10

2

4 

5

7 

8

0

1

3 

4 

5

6

B

0 

1

MEAN 

MAX 

HIN

OCT.

0

0 

0

0

0

0

0 

0

0

85 

120

85

0

0 

0

0 

25 

85

255 

255

255

0

NOV.

310

310 

310

C

0

0

0 

0

0 

0

0 

0

0 

0

0 

0 

0

0

310 

0

DEC.

380

560

t>8C 

6BC

680

680

800

56C 

560

560

560

560 

5&C

560 

560

380

JAN.

560

560

930

930

S30

930 

930

930

800

BOO 

800

800 

680

560

FEB.

680

680

800

800

800

1,060 

1,06C

,060

, 90

, 90 

, 90

l'l90

680

MAR.

1,190

,320

,46C

8,680

17,400

25,900 

28,700

3C.1CO

26,200 

25,300

18,100

1,190

APR.

16,900

15,300

19,700

19,300

17,300 

16,500

14,300

11,000 

10,700

7.3BC

MAY

6,650

4,850

3,200

4,350

5,850 

0,100

5.35C

1.710 

1,710

1,240

1,240

JUNE

1,100

1,100

700

700

600 

600

420 

420

35C 

300

175

JULY

140

140

140

20

20

820 

B20

420

TOO

45

20 

C

0

0

0

75

0

AUG.

175

45

0

0 

0

0

0

0

0 

0

1,100 

1,710

1,100

600 

600 

6C"

7CC

70n 

e?o

820

0

SEPT.

700

420

300

215

14C

20

0

0

n

c

C

0

C

r

255 

420 

6CC

1,100 

1,710

0

CAL YR 1963: TOTAL 516,465.00 MEAN 1,415 MAX 7,930 MIN 0

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER

1

2

4 

5

6

7

9 

10

11

13 

14

16 

17 

18

19

22

26

28 

29 

30 

31

MEAN 

MIN

2,280

2,070 

2,070

1,710

1.240 

1,100

820

600

355

300 

300

123

102

97

84 

81

7B

76 

68

60

64 

81

2,970

1,880

3,890

8,520

9,100

11,000 

11,000

5,100

7,110

11,700

14,600 

14,300

9,100

4,120

10,400

20,100

18,900

5,850

5,350

4,850

3,660

15,700

15,000

12,900

10,400

2,510 

2,280

2,070

1,710

1,540

1,540

1,240 

1,38C

1,7 1C

3,890

3,890

2,510

1.710

820

L.3BO 

1,540

1.710

1,710

1,710 

1,710

820

600

600 

420

355

175

80 

30

110

86

64

47 

47

50

59 

52 

51

47 

4?

42

47

51

55

64

35

26

175

2,;so

5.B5C 

7.^40

e,520 

8,810

8,810

7,380 

6,850 

5.60C 

4,350

119, 1C8 

26

AC-FT 2,850,000
L50 ST. FRANCIS RIVER BASIN

7-0475. St. Francis River at Marked Tree, Ark.

Location. Lat 35°31'58", long 90°25'25", In ffi£sw£ sec.35, T.11 N., R.6 E., near left bank on 

downstream side of bridge on U.S. Highway 63 at Marked Tree, 4.8 miles downstream from Little 

River and 7 miles downstream from dam of Poinsett County Drainage District 7.

Drainage area. 5,148 sq mi, includes that of the floodway.

Records available. July 1934 to September 1965. Gage-height records collected in same vicinity 

since 1904 are contained in reports of U.S. Weather Bureau.

Gage.--Water-stage recorder. Datum of gage is 196.44 ft above mean sea level, datum of 1929.

Prior to Jan. 18, 1935, staff gage at site 300 ft upstream at same datum. Auxiliary wire-weight 

gage Dec. 23, 1934, to Feb. IB, 1941, and since Feb. 19, 1941, water-stage recorder, 3 miles 

upstream.

Average discharge.--31 years, river only, 1,622 cfs (1,174,000 acre-ft per year). Combined flow 

of river and floodway, 5,838 cfs (4,227,000 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following 

table:

year

1961 

1982 

1963 

1964 

1965

Date

May 11 1961 

Feb. 27 1962 

May 27 ZS, 1963 

Apr. 6 1964 

Feb. 12 1965

Maximum

Discharge 

(cfs)

3,560 

4,360 

2,660 

2,920 

3, 210

Gage height 

(feet)

11.09 

a 13.91 

9.84 

11.43

11.90

Date

Oct. 25, 1960 

Oct. 27, 1961 

Pel). 28, 1963 

Dec. 19, 1963 

fb)

Minimum

Discharge 

(cfs)

185 

177 

150 

98 

370

Gage height 

(feet)

-

a Occurred Feb. 28, 1962. 

b Nov. 30 to Dec. 2, 1964.

1934-65: Maximum discharge, river only: 7,ICO cfs Feb. 6,7, 1937; maximum gage height, 

18.88 ft Feb. 7, 1937; minimum discharge, 63 cfs Oct. 13, 1941. Combined flow of river and 

floodw#y: maximum daily discharge, 58,000 cfs Jan. £7, 1937; minimum, 63 cfs Oct. 13, 1941.

Remarks.--Records good. Flood flows diverted through St. Francis River floodway at dam of Poinsett 

County Drainage District 7, 7 miles above station and bypassed to the vicinity of Parkin. Flow 

regulated by Wappapello Reservoir (see station 7-0390) since Apr. 1, 1941, and by siphons at 

dam of Poinsett County Drainage District 7. Discharge for river and floodway must be combined 

to obtain total discharge of St. Francis basin at Marked Tree.

DISCHARGE, IN CUBIC FEET PER SECOND, WATEH YEAP OCTOBER I960 TC SEPTEMBER 1=61

DAY

1 

2

4 

5

6

7

9 

10

11

17

IB

25 

2B

30 

31

MEAN

MIN

OCT.

864

B07

1,010

200 

194

185

1,180

185

NOV.

1, 160

191

DEC.

457

393

284

JAN.

1,560

1,490

418

FEB.

1,550

MAR.

2,880

3,000

APR.

2,980

MAY

2.75C

2,510

2,300

JUNE

2.15C

2,110

1,940

JULY

1,660

1.530

1,510

1,530

AUG.

1,490

1,3*0

1,340

1,340

1,310

SEPT.

1.31C

1,310 

343

1,1*0

1,120 

1,110

977

89C 

871

98Q

58,870
ST. FRANCIS RIVER BASIN

7-0475. St. Francis River at Marked Tree, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

9 

10

11

13 

15

19 

21

24

26 

27

30

MIN

1.060

394

1,040 

814

606

189 

177

i.oao

814

1 100

1,060

287

1,540

9U9

844

1.710

811

2,680

2,680

2,090 2.010

2,130

2,710

2,120

1,940

1.650

1.620

,640

,130

982

1,470

1,390

1,320 

1,320

1,130

1.020

220

200 

200

1,400 

1,440

1,850

1,560

1,470

2,380 

88, 440

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1962 TO SEPTEMBER 1°63

1

3

4

5

6

7

9 

10

14

25 

27

29 

30 

31

MEAN

MIN

,430

,380 

.340

,340

,310 

,310

,380

.340 

.340

1.382

1.310

1.340

1,340 

1,340

1,270

1,270

1,296

1,270

999

210 

210

180

186 

185

218

168

182

185 

182

170

168

170

164

159

8,860

1,980

1,590

1.560

1,300

1.490

1,600 1,340

,240

1,110

992

1,100

1,020

992

992

799

448

992 

851

6°9
ST. FRANCIS RIVER BASIN 

7-0475. St. Francis River at Marked Tree, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

2 

3 

4 

5

6

7

9

11 

12

14

16 

17

20 

21

23 

24 

25

26 

28

31

MEAN 

MAX

MIN

459 

451

120

120

519

116 

115 

113

113 

110

293

935 

791

134

588 

588

588

440

113

110

115 

115 

115

115 

115

114 

1 9"

'

JAN.

il5 

115

U5

118 

120

119

_^_

116 

125

148

144 

142

828

1,960

APR.

\W

2,090

MAY

2,000

2,150

1,530

1,210 

1,180

1,240

1,260

957 

861

7B1

1,340

SEPT.

,310

,170 

,100

948

1,220 

1.220

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

3 

4 

5

6

7

9 

10

11

15

19°

2b

*l

11

MIN 

AC-FT

1,510

1,480

1,340

1,240

1,170

1.L70 

1,140

79,200

1.100

1.070

445

524

370

51,510

U570

880

2,080

628

540 

590

77,020

1,860

2,340

2.080

1,910 

1,910

105,800

1,910

2,390

::::~

123,900

2,090

2,080

2,650 

2,880

136.100

2,190

2,020

1,940

139,400

1.580

1,470

1.540 

1.550

100,100

1,720

1,540

1.480

92 ,990

1.390

1.360

1,320 

1.320

88,900

1,250

1.210

992

895

887 

869

877 

834 

794

64,970

806

851

887 

859

1,600

2,000

2,070

1,900 

1,8">0

1,720 

1,740

806 

96,630

CAL YR 1964: TOTAL 441,341 MEAN 1,206 MAX 2,810 MIN 115 AC-FT 875,400 

WAT YR 1965: TOTAL 583,096 MEAN 1,598 MAX 3,180 MIN 370 AC-FT 1,157,000
WHITE RIVER BASIN

7-0480. West Fork White River at Greenland, Ark.

Location. Lat 35°59' , long 94°10', in NW£ sec.16, T.15 N., R.30 W., near left bank on downstream 

 side of pier of highway bridge, 800 ft upstream from bridge on U.S. Highway 71, 1 mile south of 

Greenland, Sj miles upstream from small tributary, and at mile 10.5.

Drainage area.--83 sq mi.

Records available.--October 1945 to September 1965.

Gage.--Water-stage recorder. Datura of gage is 1,233.00 ft above mean sea level, datum of 1929. 

Prior to Oct. 20, 1945, wire-weight gage at same site and datum.

Average discharge.--20 years, 104 cfs (75,290 acre-ft per year).

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (3,OOP cfs), water years 1961-65

Date

May 5, 1961

Sept. 13, 1961 

Apr. 11, 1962

Time

0630

1530 

0030

Discharge

* 14, ZOO

3,420 

* 2,740

Gage 

height

11.15

6.73 

6.15

Date

May 5, 1963

Apr. 5, 1964 

May 11, 1964

Time

2100

0900 

0500

Discharge

* 2,330

* 4,940 

3,360

Gage 

height

5.50

7.63 

6.54

Date

Apr. 6, 1965

Time

0030

Discharge

3,360

Gage 

height

6.50

Annual minimum discharge, wate

Water year

1961 

1962 

1963

Date

Oct. 1-29, 1960 

Aug. 23-24, 1962 

Many days

Discharge

0.20 

.10 

0

Water year

1964 

1965

Date

Many days 

Aug. 10-18, 26, 1965

Discharge

0 

.10

1945-65: Maximum discharge, 34,700 cfs May 6, 1960 (gage height, 14.50 ft, in gage well, 

13.60 ft, from floodmarks), from rating curve extended above 12,000 cfs on basis of contractedopening measurement of peak flow; no flow at times in 1947-48, 1953-54, 1963-64.

Remarks.--Records good except those for periods Oct. 1 to Nov. 30, 1960, and June 8 to Sept. 21, 

1962, which are fair.

Revisions (water years).--WSP 1117: Drainage area. WSP 1711: 1957.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

4

5

6

8

10

11

2

3

4

5

6

B

9

0

1

2

4

5

6

7

8

9

0

1

MAX 

MIN

IN.

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.30

.30

.30 

.20

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.50

.50

.30

.40

.40

.50

.50

.50

.50

.50

.50

.50

.50

.80

_____

.80 

.30

2.2

3.3

4.5

U

113

65

333

466

181

109

82

62

52

3B

33

2B

30

26

21

19

IB

17

17

17

17

18

466 

2.2

IB

18

22

23

23

23

23

22

21

19

75

240

136

B2

65

58

52

42

35

33

31

29

27

25

24

23

240 

IB

22

22

19

18

18

21

55

B6

100

B6

68

60

55

86

93

86

104

109

96

90

86

79

86

 

 

 

18

MAR.

86

79

6B

504

576

400

195

163

136

114

B6

76

65

58

55

60

82

68

55

50

48

48

42

42

866

1.170

42 

2.38

APR.

604

362

205

172

136

100

93

86

345

285

225

195

190

127

109

100

90

82

62

58

50

42

38

35

34

_____

34 

1.82

HAY

40

37

236

5,150

1.620

1.010

340

240

181

132

too

B2

62

93

727

43 B

250

296

190

145

122

96

79

62

52

42

35 

6.18

JUNE

35

28

33

32

22

IB

16

15

12

11

43

33

21

16

13

11

9.2

8.4

6.9

5.3

4.5

4.5

5.3

4.5

3.9

_____

3.9 

.20

JULY

2.7

4.8

5.

2.

1.

1.

1.

u

1 .

1.

7.

178

140

82

48

38

30

26

25

21

19

17

15

13

10

8.4

1.0 

.3C

AUG.

.

.

.

.

.

^

. 0

.

94

510

290

100

65

48

35

28

22

18

16

13

11

10

B.4

8.4

.90 

.92

SEPT.

B.4

7.6

9.2

11

11

10

9.2

8.4

10

1,130

441

176

104

40

32

23

19

16

10

10

8.4

9.2

23

28

37

______

7.6 

.92
WHITE RIVER BASIM

7-0480. West Fork White River at Greenland, Ark. --Continued

l

2 

3 

4 

5

7 

8 

9 

10

1

2 

1 

4 

5

6

7 

8 

9 

0

1

2 

3 

4 

5

6

7 

B 

9 

0 

1

MAX 

MIN 

CFSM 

IN.

80 

350

139 

93

46 

41

1C6 

83 

83 

72 

56

46 

41 

36 

31

25

25

25

5B

72

58 

58 

53 

53

350

.87 

1.01

56 

792

2 = 6 

2CO

102 

S6

66 

61 

72 

66 

61

64 

61

83

345

250

204

135

102

1.610

2.77 

3.08

93

83

196 

28C

278 

942

393 

357 

255 

208 

172

290 

222

150

102

90

83

6S

58 

56

942

2.67 

3.08

51

46

41

66

61 

57

52 

50 

50

270

131

120

157

216 

190

260

190

142 

123

483

1.69 

1.94

I

112

99

80 

75

61 

5B

48 

46 

43

36

31 

29

27

123

90

90

86

 

123 

25 

.75

86 

86

77 

72

tl

53 

58

53 

48

41

34 

34

177

96 

226

231

159

120 

154

231 

34 

1.13

131 

112

P3

90

80 

75

112

756 

255 

182

127

83 

75

64 

124

250

150

226

258

756 

64

2.12

280 

177

112 

°6

83 

75 

64 

58 

51

43 

36 

29

20

[5 

11

8.6 

7.5

5.1

4.5 

4.5

3.9 

3.4 

2.6 

8.6

5.8

3. 1

280 

2.6

3.9 

7. c 

83

48 

29

22 

15 

12 

10 

12

22 

12

9.7 

7.5 

5.8

4.B 

3.5 

3.2 

 .8 

2.7

2.6

?.4 

2.7

2.8 

2.5 

2.3 

2.4

2.6

83 

2.3 

.14

2.4 

2.2 

2.4 

2.2

2.0

1.8 

1.6

1.5 

1.4

1.8

1.7 

1.8 

2.1 

2.3 

2.5

2.3 

2.3 

?.2 

2.2

2.2

2.3

2.5 

2.6

2.8 

.5 

.3

.0

4.1 

1.0

.C3

41

35 

23 

15 

9.5

7.* 

5.2 

4.2

3.B

3.4 

3.1

2.6 

2.3 

2.0

1.7

1.1

.7<J 

1.1

1.2

.2?

.?c 

.30 

.5C 

.50 

.60 

I.I

173. 1C

41

.20 

.07

1.* 

1.5

1.7 

2.C 

2.f

2.1 

'.I 

2.2 

2.5

3.f 

3.5

5.0

5.5

5.5 

5.5

5.t 

6.0 

5.C

6.2

1:1 3."

3.4 

3.2

2.8 

3.6

1C8.P

1.5

.04

1 -

CAL YR 1961: TOTAL 51.8Z3.80

D(SCHARGE, IN CUB[C FEET PER SECOND, WATER YEAR OCTOBER 1°62 TO SEPTEMBER 1°63

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MAX

MIN

IN.

3.8

4.2

4.0

3.8

3.5

3.5

4.8

4.2

4.0

4.5

4.5

4.8

5.8

8?

96

3

0

i

: 3

1

9

3

: 4

7

4

1

9

7

1 6

3 

9

1,0 3.4

126

3.5

.45

55

44

39

34

29

25

70

83

59

49

42

36

32

28

25

23

22

21

20

18

16

15

14

13

12

12

12

12

11

11

882

83

11

.40

12

12

13

14

14

14

15

15

15

14

14

14

14

13

12

12

11

11

10

45

123

85

64

51

44

38

35

32

30

29 

27

852

123

10

.38

25

24

2)

22

25

29

31

30

2P

29

28

26

24

22

21

20

10

18

17

16

15

15

14

13

13

12

12

12

11

11 

11

617

31

11

.2B

10

9.9

9.2

B.9

8.0

8.0

8.3

8.3

8.0

8.3

8.0

7.7

7.4

7.4

7.4

6.8

6.8

6.5

6.5

6.2

5.9

5.9

5.9

5.9

6.2

6.5

6.2

6.5

 

_____

206.6

10

5.9

.09

MAR.

18

27

24

65

220

145

110

92

84

70

75

71

60

54

50

50

47

45

45

48

47

46

44

44

40

36

32

30

29

28 

28

1,810

220

18

.81

APR.

25

23

23

22

21

?C

19

IB

17

16

15

14

14

13

12

12

12

11

13

11

11

11

9.8

12

29

49

315

263

220

146

1,396.8

315

9.8

.63

MAY

106

84

70

5 a

402

5!4

193

118

84

67

53

45

37

31

27

23

21

18

15

13

12

11

10

9.4

8.9

28

109

49

33

26 

22

2,298.3

514

8.9

1.03

JUNE

17

14

12

11

8.9

7.3

6.3

5, ?

4.6

4.1

3.6

3.2

2.7

2.4

2.2

2.7

2.4

2.0

1.8

2.C

2.7

2.C

1.6

L.I

1.1

1.0

1.3

1.1

.<SC

.80

129.10

17

.80

.06

JULY

2.?

1.6

i.e.

.80

.7r

.7C

.70

.80

.7C

.60

.5C,5<~

.50

,5C

.40

.40

.30

.30

. 30

 JO

.20

.20

!zo

.2?

.2-1

.20

.20

.20

.20 

.IP

15.90

2.3

.10

.007

AUG.

______ 

0

0

9

0

0

0

3

0

3

.20

.10

.10

.13

0

0

0

0

0

0

0

0

0

0

00

0

0

0

o

0 

0

0.50

0

.0002

1.0

SEPT.

0

0

r

0

"

c

0

o

r

0

C

c

n

C

?

C

0

0

c

r

p

0

n

P

0

0

c

0

0

______

0

c

c

0

0

WAT YR 1963: TOTAL 9.21,1,60 MEAN 25.2
WHITE RIVER BASIN 155

7-0480. West Fork White River at Greenland, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX 

MIN

CFSM

IN.

AC-FT

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0 

0

0

0

0 

0

0

0

0

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

DEC.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0 

0

0

0

c

JAN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

00

0

0

0

0

0

0

0

FEB.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_____

0

0

0 

0

0

0

0

MAR.

0

0

0

0

0

0

0

.20

519

264

217

135

86

65

50

41

35

30

40

120

88

67

56

4B

43

37

34

31

28

25 

24

2,083.20

67.2

0

.81

.93

APR.

22

21

20

22

1,730

473

252

152

108

84

70

62

61

55

47

42

37

34

32

2?

28

27

25

24

23

24

73

79

65

55

3,776

126

' 20

1.52

1.60

7,490

MAY

4B

43

38

33

29

27

26

27

33

114

1,450

406

230

142

103

79

64

52

42

35

30

25

22

19

17

15

13

12

11

12 

11

3,208

103

11

1.25

1.44

JUNE

Q .8

9.

9.

7.

7.

7.

7.

5.

4.

4.

4. 3.'

3.

3.

2.

2.3

314

119

48

31

24

19

15

13

11

8.e

7.5

6.7

6.7

6.7

722.3

24.1

2.3

.2°

. 32

JULY

6.3

5.6

4.8

3.7

3.0

2.0

1.8

1.4

1.6

1.4

1.2

1.2

1.0

l.C

.60

. 0

. 0

. e

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

43.1'?

1.3=)

.20

.02

.02

85

AUG.

.20

.10

.10

.10

.10

.10

0

.10

0

16

3.Q

1.4

1.0

1.3

13

11

5.2

3.7

3.3

2.3

2.3

1.8

1.6

1.2

1.0

1.6

1.6

28

?3

29 

26

IBO.on

5.81

0

.07

.06

157

SEPT.

20

17

14

11

9.3

7.9

6.3

5.6

4.8

4.4

3.7

3.0

2.6

2.3

2.3

2.3

3.0

3.0

2.3

2.6

4.4

135

4?

?0

14

9.8

14

16

14

12

4C8.6

13.6

2.3

.16

. Ib

81C

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1=65

2

3

4

5

6

7

8

9

12

14

15

16

17

19

20

22 

23

24

25

2ft

27

28

29

30

TOTAL

MEAN 

MAX

CFSM

IN.

7.5

6.3

4.8

3.7

3.3

3.0

2.6

2.3

2.0

1.6

1.4

1.2

1.2

.80

1.0

1.0 

.80

.80

1.0

1.6

1.6

l.b

1.6

l.b

2.35 

9.3

.03

.03

2. 3

2.6

2.6

2.6

3.3

4.0

2.6

2.0

4.C

7.1

8.4

8.8

11

100

49

0 

6

3

0

8

6

6

4

2

46.5

100

.18

.2U

1

1

j{

.8

.

 .

.

,

.

.

; ,'

.

.

.

1

.0

.08

455

123

75

59

47

39

37

58

67

62

56

44

37

31

28

68 

136

126

97

83

68

58

50

44

.90

1.03

30

26

24

22

22

21

20

475

158

97

83

70

62

45

40

32

36

148

110

120

20 b

167

 

 

1.26

1.31

479

292

202

155

124

112

Q9

69

97

88

80

73

67

52

46

39 

38

36

33

50

68

ICO

91

83

1.34

1.55

107

328

308

56t

1,290

462

807

496

228

209

l.lflC

485

332

185

145

102

8Q

81

12S

97

91

73

62

54

3.68

4.11

42

35

32

29

29

26

22

1.18C

256

126

102

109

94

106

94

52

37

33

92

115

162

135

96

1.91

2.21

45

37

31

26

23

20

16

16

123

155

237

107

68

35

26

75 

24S

L96

105

73

52

36

31

25

2,192

73.1 

16

.88

.'18

16

15

13

11

9.1

8.2

8.2

6. r

3.6

4.4

3.6

2.5

1.6

1.1

. 30

.70

.eo

1.1

.60

.60

4.1

5.2

3.6

2.6

.06

.07

1.2

1.1

. 80

.60

.40

.50

.4 n

.20

.10

.10

.10

.10

.10

.20

.20

.40 

.40

.20

.20

.10

5.7

7. ^

1.8

1. 1

.04

.04

161

22

1C

6.1

3.3

?.0

1.4

1.1

.7C

2.6

1.4

l.b

1.4

1.4

1.6

4.4 

2.9

2.5

2.°

2.3

1.8

1.8

l.S

1.8

6.68

.08

.0<=

409

AC-FT 51.B30
WHITE RIVER BASIN

7-0486. White River near Fayetteville, Ark.

Location. Lat 36°04'2S", long 94°04'50", in NE^SW^ sec.8, T.16 N. , R. 29 W. , on left bank at down- 

 stream side of bridge on county road, 0.65 mile downstream from West Fork White River, 0.85 mile

downstream from Lake Sequoyah Dam on White River, 4.3 miles east of Fayetteville, and at mile

684.0.

Drainage area. 396 sq mi.

Records available. October 1963 to September 1965.

Gage. Water-stage recorder. Datum of gage is 1,138.25 ft above mean sea level, datum of 1929.

Extremes. Maximum and minimum discharges for the water years 1964-65 are contained in the following

Annual maximum discharge (*), peak discharges above base (8,000 cfs), and annual minimum discharge

Water 

year

1964

1965

Maximum

Date

Mar. 9 1964 

Apr. 5 1964 

May 11 1964 

Apr. 6 1965 

May 10 1965

Time

1830 

1300 

0400 

0430

Discharge 

(cfs)

8,500 

* 13,200 

8,900 

8,020 

* 9,740

Gage height 

(feeb)

a 14.2 

17.75 

14.56 

13.66 

15.35

Minimum

Date

Oct. 28, 29, 1963 

Oct. 19-20, 1964

Discharge 

(of a)

1.6 

1.5

Gage height 

[feet)

b 1.23 

c 1.26

a From floodmarks. ( 

b Occurred July 20, 1964. 

c Occurred Aug. 9, 1965.

1963-65: Maximum discharge, 13,200 cfs Apr. 5, 1964 (gage height, 17.75 ft); minimum, 1.5 cfs 

Oct. 19-20, 1964.

Remarks.--Records good. Fayetteville diverts an average of about 6.3 cfs for municipal use and 

returns sewage effluent of about 5.7 cfs above station.

DISCHARGE, IK CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1=563 TO SEPTEMBER 196*

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL 

MEAN

MAX

MIN

CFSM

IN. 

AC -FT

OCT.

4.4

6.4

6.4

6.4

5.3

4.4

7.0

4.8

3.6

3.6

5.3

8.2

5.8 

4.0

4.8

8.8

8.2

8.2

6.4

4.8

2.6

3.6

5.8

5.3

4.8

4.4

3.6

2.1

2.1

3.2

3.6

157.0 

5.09

8.8

2.1

.013

.01

NOV.

.0

.0

.6

.6

.8

.6

.6

.4

.8

.4

.2

.6

.3

.8

.6

.4

.0

1

1

.6

.4

1

.0

.6

.9

.4

.3

.2

2.9

5.44

18

2.6

.014

.02

CAL YR 1963: TOTAL

DEC.

4.0

3.2

.4

.0

.0

.4

.4

.3

.0

.8

1

1

.3

.0

.6

.4

.8

.4

.4

.4

.6

.9

.2

.6

.2

.3

.8

.8

.6

.6

5.19

17

2.6

.013

.02

JAN.

4.8

3.6

4.0

4.8

4.0

3.6

4.4

5.3

5.3

5.3

5.3

4.4

4.0

5.3

4.8

4.8

5.3

5.3

4.0

4.0

5.8

6.4

7.0

6.4

5.3

4.0

4.4

5.8

6.4

12

5.14

12

3.6

.013

.01

MEAN

FEB.

10

5.3

3.6

4.0

30

24

10

7.0

5.3

4.0

4.8

5.3

7.6

6.4

6.4

4.4

5.8

6.4

5.8

5.3

5.8

4.8

4.0

4.4

5.8

5.3

5.3

5.3

 

7.23

30

3.6

.018

.02

MAX

MAR.

4.8

3.6

4.S

7.0

13

8.2

7.6

8.2

4,220

2,820

1,500

965

460

368

301

257

225

233

940

718

512

428

371

413

444

383

340

296

266

240

561

4,220

3.6

1.42

1.63

APR,

222

211

190

309

7,830

4,300

1,820

1,120

790

610

477

428

386

340

330

278

264

242

220

200

194

166

158

151

154

467

570

444

377

789

7,830

151

1.99

2.22

MIN

MAY

335

306

276

238

216

178

176

188

180

304

5,880

2,630

865

630

494

398

335

283

240

198

164

138

146

120

99

82

59

60

73

69

539

5,880

59

1.36

1.57

JUNE

58

47

43

49

42

43

39

32

17

10

15

15 

17

15

7.6

18

1,000

505

172

93

62

47

30

26

22

19

15

14

13

13

83.3

1,000

7.6

.210

.23

CFSM

JULY

1

1

1

.8

.0

.0

AUG.

6.4

4.4

3.6

4.8

6.4

7.0

.0 6.4

.0 8.8

.3

.8

.8

.4

.4 

.6

.0

.0

.0

.0

.6

.3

.6

.2

.4

.0

.5

.5

.0

.0

.0

.0

.3

5.27

12

2.3

.013

.02

IN

7.0

50

30

20 

15

20

25

15

12

10

9.0

8.5

65

25

9.4

6.4

5.8

12

12

118

71

51

65

22.9

118

3.6

.058

.07

SEPT.

47

34

29

25

24

23

26

5

4

q

8

4 

2

2

3

8

5

2

2

2

17

635

324

104

59

39

37

42

37

30

1,738 

57.9

635

12

.146

.16

AC-FT

WAT YR 1<564: TOTAL 63,734.3 MEAN 17* MAX 7,830 MIN 2.1 CFSM .439 IN 5.98 AC-FT 126,400
WHITE RIVER BASIN

1

2

3 

4

5

6

7 

8

9 

11

14 

15

16 

17 

18 

19

20

21 

22

23 

2* 

25

26 

27

28 

29 

30 

31

MAX 

MIN 

CFSH 

IN. 

AC- FT

23 

15 

15 

8.2

4.4

4.4 

7.6 

3.2

3.2 

3.2

4.4 

4.8

3.6 

4.0 

1.8 

1.5 

2.3

3.2 

4.8 

5.3

4.8 

7.0

6.4 

8.8 

8.2 

8.2 

8.2 

7.6

23 

1.5 

.02

3B1

7.6

7.0

sla

d.8

14 

24

10

5.3 

5.8

4.4 

4.0

2.6 

7.0

14 

448 

440

276 

190 

149 

129 

112

96 

85 

70 

124 

120

448 

2.6 

.20

7-0486. White

84 

80 

70

91

1.33 

1.27

85 

79

65

63 

59

55

48

93

162 

.20

890 

531

395

360 

324

211

186 

223

780

512 

442

258 

237

River near Fayet

194

1.58

It 500

590 

512

318

255 

245 

235

735

685

I'lll

l.Uu

395

426 

395

296

252 

237

223

245 

3C2

410

teville ,

841

2.310

2,380

1,440

672 

3,990

900

612 

512 

459

53L 

459

Ark. C

232

152

152

2,540

762 

570

410

332 

271 

237

192 

325

735 

550

ontinued

TO SEPTE

252

186 

170 

180

172

1,040

1,050

247

188 

175 

697

590 

410

151

131

84 

211 

1 = 8

in

109 

88

79

82

28 

27

15 

17

13 

9.4 

8,2

6.4

6.4 

11

38

15 

11

6.4 

.14

6.4

4.8 

7.0 

8.8 

8.8

7.0 

10 

6.4 

3.6 

5.3

7.6 

7.0 

7.6

8.8 

5.8

9.4 

12

14 

5.8 

4.4

7.6

7.6 

105 

94

10 

166

3.6 

.05

428 

116 

62 

43 

24

17 

13 

14

13 

10

9.4 

7.6

5.8 

9.4 

12

12

8.8 

5.8

14 

48 

23

10

9.4 

7.6 

8.8 

8.8

8.8

088.2

5.8

.08
WHITE RIVER BASIN

7-0490. War Eagle Creek near Hindsvllle, Ark.

Location. Lat 3C°1S'02 M , long 93°51'16", In SE^NE^ sec.28, T.18 H. , R.27 W. , on left bank about 

800 ft upstream from present bridge on State Highway 45, 3.8 miles downstream from Clear Creek, 

3.9 miles north of Hindsville, and at mile 22.4.

Drainage area. 262 sq mi.

Records available. June 1952 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 1,168.06 ft above mean ses level, dstum of 1929. 

 Prior to Oct. 1, 1964, at datum 2.00 ft higher. Oct. 1, 1964, to Jan 21, 1965, at same site 

on right bank at present datum.

Average discharge.--13 years, 269 cfs (194,700 acre-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (») and peak discharges above base (5,000 cfs), water years 1961-65

Date

May 7, 1961

May 20, 1961

Aug. i, we 2

Time

1300

0430

2000

Discharge

5,140

* 31,600

8,820

* 7,930

Qage 

height

9.84

23.10

12.84

12.25

Date

Mar. 5, 1963

Mar. M, 1964

Apr. 5, 1964

Time

0800

2100

2200

Discharge

* 2 320

6,500

* 9,950

Qage 

height

6.21

10.46

13.12

Date

Apr, 6, 1965

May 10, 1965

Time

0800

0300

Discharge

6,060

* 11,800

Gage 

height

12.11

;e, water years 1961-65

Water year

1962

1963

Date

Oct. 8-14, 1960

Aug. 28, 1962

Sept. 22, 1963

Discharge

15

16

3.8

Gage height J| Water year

a. 0.00 1964

-.22 1965

-.45 1

Date

Aug. 7, 1964

Oct. 21, 25, 1964

Discharge

2.1

2.3

Gage height

b -0.41

a Occurred Aug. 7-12, 1961.

b Occurred Oct. 1-3, 1963.

c Occurred Aug. 11, 12, 1965.

1952-65: Maximum discharge, 34,600 cfs Apr. 3, 1957 (gage height, 25.86 ft, present datum); 

minimum, 0.2 cfs Aug. 18, 19, 1954.

Flood of May 10, 1943, reached a stage of 30.1 ft, present datum, from information by local

resident.

Remarks.--Records good except those for period May 20 to Sept. 30, 1964, which are fair. Records 

of chemical analyses for the water years 1961-62 are published in reports of the Geological 

Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

 

1

3

5

9 

10

12 

13 

14

16

19

24

27

29 

30

TOTAL

MIN 

IN.

AC-FT

CAL Y 

HAT Y

18 24

13 

13

18

15 

15

15 

15 

16

Ib

21

18

18

16

20

545

15

1.086

R 1960: T 

R 1961: T

20

18

18

19 

20

20

18 

18

108

57

43

43

42

37

3-

1,078 

35.9

110

18

2.140

DTAL 137, 

OTAL 143,

32

30

352

454

168 

185

1,990

768 

406 

283

185

133

118

98

91

81

77

67

63

6,741 

217

1,990

30

488 

452

63

62

60

0

0

1

2

2

3 

3 

6

108 

116

108

95

89

88

82

72

63

2,315 

74.7

116

60

MEAN 376 

MEAN 393

60

67

68

74

81

87 

124

280

560 

488 

344

228 

214

228

313

319

390

338

283

205

_____

6,175 

221

560

60

MAX 

MAX

280

226

3,520

1,980

1,400

924 

682

539

450 

467 

388

288 

258

244

234

348

322

288

260

208

180

19,213 

620

3,520

180 

2^73

38,110

11,600 

19,000

2,140

880

434

360

322

452 

539

434

1.980 

1,640 

1.010

726 

558

450

403

310

288

262

243

185

156

17,970 

599

2.140

146 

2^55

35,640

MIN 15 

MIN 15

368

27 B

7,680

19,1)00

5,040

2,690 

1,640

1,150

858 

661 

520

334 

288

278

1,360

1,220

1,400

1,220

990

388

268

74,692 

2,409

19.000

208

CFSH 

CFSM

181

146

136

122

121

129 

114

L05

132 

113 

118

143 

118

102

90

82

74

68

54

68

3,261 

109

205

54

1.43 IN 

1.50 IN

73

6-S

71

63

53

43

4? 

41 

8-

417 

214

155

124

87

68

52

46

2,902 

93.6

417

40

19.52 

20.36

37

31

26 

24

23

23

26 

1.030 

1.260

488 

250

180

94

60

49

4,596 

148

1.260

106 

74

59 

53

50

46

40

222

1,260 

403

237 

176

98

87

50 

71

76 

65

3,964 

132

.50

AC-FT 272,700 

AC-FT 284,500
WHITE RIVER BASIN

7-0490. War Eagle Creek near Hindsville, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SePTEMBEF

1 

2

4 

5

7

9 

10

1 

2 

3

4 

5

7

9

0

1 

2

4 

5

7

6 

9 

0

H X 

H N 

C SM

A -FT

158

126

110

89 

82

78 

7o

78

53

49

46

37 

3o 

33 

33

33

4,720

403

124

118

118 

111

10B

422 

345 

296 

258

46

26,260

656

1,310

247 

225

205 

136

ITi

39.05C

197

190

902 

644 

536 

464

150

29,300

253

165

396 

356

133

13.84U

267

85^ 

644 

522 

450

133

22,240

332

2,9bO

450

35B 

333 

358 

363

238

35.0,0

1,150

332

150

96 

88

82

80

55 

54 

70 

35

1.15J 

54

11,750

85

95 

168

68 

98

52 

47

44 

41

36

41 

52 

42

174

?6

4.21C

41

34 

33

31 

42

26

2b

44 

31

23

22

?2 

21

20 

5 -JO

53" 

20

3,1V

2,870

192 

147

82 

72

73 

52

39

27 

27

9 

7 

7

2,?70 

17

12,770

31

3e

35

51 

79

103 

7 = 

74

364 

184

231 

27!

177

If

T 

67

M

7"7 

31

7,350

DISCHARGE, IN CU8IC FEET PER SECOND, WA7ER YEAR OCTOBER 1^62 TO SEPTEMBER 1°63

1

2

3 

4

7

a

9

11

12 

13

15

16 

17

19

21

22 

23

25 

26

28

MEAN 

MIN

IN.

400

136

101

559 

310

179 

244 

288

175

172 

285

166

166 

175 

152

118 

104

96

213

.94

207

154

128

315 

251

184 

165 

145

113

108

98

90 

85 

82

72 

70

68

131

61

b7

67

62 

56

54 

51

48

48

49

45

289 

273 

219

159 

147

120

95.7

98

86

20

21 

18

110 

96 

87

70 

68

6T

61 

60 

58

49

48

45

77.3

44

42

41

42

42 

41

39

36 

35

33

33 

31

30

30 

36

48

38.7

123

236

893

370

308 

310

256

196

478

356

308 

247 

215

181 

165

137

333

110 

101

°e

91

62

80

74

68 

66 

62

55 

54

54

49 

48 

44

55

91

565

104

1«1 

L52

132 

113

441 

40°

175

121 

104 

31 

80

64

60

45

41 

30 

36

39 

66

320 

175

133

4

7

4

22

21 

2C 

19

19 

19

18

18 

16 

14

12 

12

11 

11

25.7

15 

M

23

25

17 

19

12

11 

10 

"».5 

5.5

3.9

8.9 

8.=

47

14 

11 

8.3

&.5

6.5 

12

13.5 

6.1

18

13

7.

6.

5.

5.

B.

7. 

7.

6.

5. 

5.

6. 

5.

5, 

5.

7.32 

18 

5.0 

.03

SEPT

5.7

5.7

7.R

113."

7.'"

6.5

5.7

5.i

5.'1 

4.7

4.1

4.1 

4.1 

3.8

4.4 

5.3

4.4 

4.4 

4.4

5.62 

11 

3.8 

.02
WHITE RIVER BASIN

7-0490. War Eagle Creek near Hindsville, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

7 

8

9

10

11

12

13

14

15

16

17

18

19

20 

21

22

23 

24

25

26

27

28

29

30

MEAN 

MAX

MIN 

CFSM 

IN.

AC-FT

OCT.

.

.

^ '

^

m

.

.

^

»

,,

.'

*

 

^

i

.

.

5 48 

.9

 *

NOV.

5.

5.

6.

6.

6.

6.

6.

6.

6.

6.

8.

7.

7.

7.

6.

6.

6.

7.8

7.8 

7.8

12

8. 

8.

7.

6.

6.

7.

6.

6.

7.2

1

5.

DEC.

&.

6.

6.

6.<

6.

6. 

6.

6.

8.

12

13

12

10

8.9

8.3

8.3

8.3

.8

.3 

.3

.3

.9 

.9

.3

.8

.8

.8

.8

.8

8.03 

13

6.9

JAN.

7.8

7.8

7.3

7.3

7.3

7.8 

7.8

8.3

7.8

7.8

7.8

7.8

7.3

7.3

7.3

7.3

7.3

8.3

7.8 

7.3

7.3

7.8 

8.3

8.3

8.3

7.8

7.8

7.8

8.3

7.81 

10

7.3

480

FEB.

10

9.5

8.9

8.3

17

25 

22

18

14

13

13

13

13

19

22

21

22

20

19 

18

17 

16 

14

14

13

13

12

12

_____

15.9

8.3

MAR.

12

12

11

13

15

14 

47

2,760

2,300

1.020

622

410

295

228

186

158

134

127

257

206 

180

203

305

234

198

172

149

359

11

22,040

APR.

122

113

106

120

4,650

1.060 

622

455

349

281

242

244

238

202

178

161

147

138

114 

104 

95

90

87

97

192

159

134

475

87

MAY

120

107

97

89

80

69 

70

69

78

2,380

1,580

658

425

302

232

186

156

131

90 

80 

77

89

84

70

61

52

51

252

40

JUNE

49

44

38

38

37

35 

31

28

25

24

22

24

19

17

17

25

300

150

37 

31 

27

24

21

18

16

15

30

43.6

15

JULY

8t

49

 ^

t

C

^

t

4

7

8

7

5

2

1

1

0

9.

9,

8. 

8- 

8-

7.

6,

5,

5,

4-

15.

8

4-

9 >

AUG.

4.

4.

3.

3.

2. 

6.

6.

8.

7.

4.

^ B

4.

9.

9.

8.

6.

5.

4.

44 

30 

15

10

19

33

53

61

46

16.9 

79

2.3

1,040

SFPT.

2 8

1 9

1 2

12

2

7 

7

Q

5

3

2

11

0.6

9.0

8.4

9.C

8.4

7.9

7.4 

7.0

14 

26 

20

13

9.6

10

9.7

9.1

8.4

3t>.7 

288

7.4 

.14 

.16

2,190

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

3 

4

8

9

12

14

17

18

20

22 

23 

24

26 

27 

28 

29 

30 

31

MAX 

MIN

IN.

OCT.

.9

.4 

.4

.9

.4 

.4

.4

.9

.6

.0

.9 

.2 

.1

.0 

.4

.9 

.9 

.9

.9 

.7

NOV.

7.9

7.4 

7.4

7.0

17 

17

14

16

17 

32

73

70 

55 

48

37 

32 

28 

45 

70

80 

6.9

DEC.

53

41 

40

44

45 

40

41

31

30

25

a

20 

19

2U 

19 

18 

17

IB

17

JAN.

30

643 

307

167

111 

102

123

85 

77

62

61 

100

95 

84 

73 

64

52

30

FES.

8

0

7

36

33

288

280

176 

158

130

102 

451

393 

363

33

MAX

540

802 

567

360

283 

249

224

186 

174

140

118 

114

136

336

390

280

114

t,650

APR.

251

2,700 

3,980

4.08C

1,370 

1,400

381

780 

584

366

239

218

26?

246 

213

196

 UN 2.3 

tin 2.7

HAY

183

152

138

118

98 

2,720

406

278 

218

375

160 

142

164

421

534

220

98

CFSM 

CFSK

JUNE

182

140 

120

100

7C

1^4

244 

184

124

92 

844

259

150 

136 

128

67

41 IN 

82 IN

JULY

120

90 

f,

8=!

68 

5?

2«

24

56

52

29 

28

23

21 

la 

15 

14

143 

14

5.59 

11.14

AUG.

14

12 

11

10

10 

^.2

8.4

6.8

1.6 

8.3

8.7

8.6 

8.7 

0.2

12

5.6 

8.4 

7.2 

13

14 

7.2

.04

VC-FT 78 

C-FT 155

SEPT.

2*

8 

4

!

3

7

2

1

0 

°. 6

9.2

12 

13 

13

15

12 

12 

11

68 ).2

.08

350 

600
WHITE RIVER BASIN

7-0495. White River near Rogers, Ark.

Location. Lat 36°19'59", long 94°01 1 07", in Nj sec.12, T.19 N., R.29 W., on right bank at downstream side of pier of bridge on State Highway 12, 2.6 miles upstream from Prairie Creek, 

65 miles east of Rogers, and at mile 643.2.

Drainage area.--1,020 sq mi.

Records available.--October 1952 to September 1963 (discontinued).

Sage.--Water-stage recorder. Datum of gage is 1,006.47 ft above mean sea level, datum of 1929.

Average discharge.--11 years, 1,105 cfs (800,000 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-63 are contained in the following 

table:

ATIT>"»I nwTiTimin discharge (*) , peak discharges above base (18,000 cfs), and annual minimum discharge

Water 

year

1961

1962 

1963

Maximum

Date

May 8, 1961 

May SO, 1961 

Nov. 23, 1961 

Mar. 6, 1963

Time

0600 

2100 

1630 

0300

Discharge 

(cfsf

* 53,600 

21,200 

» 12,300 

* 4,470

Gage height 

(feet)

40.60 

24.46 

17.95

9.80

Minimum

Date

Oct. 17, 1960

Aug. 31, 1962 

Sept. 30, 1963

Discharge 

(era)

53

58 

18

Gage height 

(feet)

1.16

1.11 

1.28

1952-63: Maximum discharge, 65,700 cfs Apr. 4, 1957 (gage height, 43.73 ft); minimum, 3.1 cfs 

Sept. 5, 6, 27, 1954.

Maximum stage known since at least 1892, 52.9 ft in May 1943 (discharge, 100,000 cfs). Flood 

in April 1945 reached a stage of 50.4 ft (discharge, 89,000 cfs). Data on these floods from 

information by local residents.

Remarks.--Records good prior to October 1962 and fair thereafter.

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2 

3 

4 

5

6 

7 

8 

9 

10

11 

12

14

15

16 

17 

IB 

19 

20

21 

22

24 

26

28 

29

TOTAL 

MEAN 

MAX 

MIN 

CFSM 

IN. 

AC-FT

66 

65 

64 

60

58 

58

57 

56

58 

58

55

71 

68

65 

60

55 

55

61.0 

71 

55 

.06 

.07 

3,750

58 

57 

58 

65

64 

71

68 

64

60 

136

136 

117

100

97

89.6 

221 

55 

.09 

.10 

5,330

87 

84 

82 

84

169

878

3,160 

5,640

1,590

288

261

829 

5,640 

82 

.81 

.94 

50,970

236

234

232

290

268

305 

646 

225 

.30 

.34 

18,750

219

223

944"

988

878

762 

1,430 

219 

.75 

.78

922

?44

772

1.938 

8,870 

730 

1.90 

2.19

8,780

3,700

1,910

646

2,230 

8,780 

546 

2.19 

2.44

850

1,080

36,500

1,860 

1.380

1,640 

1,200

8,191 

45,400 

850 

8.03 

9.26 

503,600

900

688

688 

507

245

221 

214

452 

900 

214 

.44 

.49 

26,880

200

245

195

688 

4,380

1,080

365

302 

250

210

187

159

7,440 

1,800

878 

688

488

389

283 

236

589 745 

4,380 7,440 

125 123 

.58 .73 

.67 .84 

36,230 45,830

228

236

163 

181

3,520 

3,440

1,150

709 

586

507 

432

312 

283

271 

318

61C 

3,520 

171 

.60 

.67 

36,280

WAT YR 1961: TOTAL 515,169 MEAN 1,411 MAX 45,400 MIN 55 CFSM 1.38 IN 18.78 AC-FT 1,022,000
WHITE RIVER BASIN

I

3

5

7

9 

12

14

16 

17 

18

20 

21

24

29 

30 

31

MIN 

CFSM 

IN.

418

359 

331

280 

268

232

223

223 

.49

709

878 

T72

600

586

2.14

7-0495. Whi 

|

5.19C

6.090 

4,650

2.560 

2.130

1.280

2.85

814

2.230 

1,910

1,480 

1.330

1.98

te River

526 

488

474

488

.95

near Ho

566 

526

546 

1, 190

1,690

1.52

jers , Art

1,750

8,870

2,130

1,590 

1,380

1,130 

1.C30

3,860

1,860

2.45

c. Cont

2,180 

1,280

856 

688

488 

435

362 

325

280 

268

234

278

.89

rnued

JUNE

266 

236

334

280

232 

208

189 

1T7 

163

147 

145

130 

155

.23

JUIY

126 

116

92 

161

126 

107

95

89

84

79

93 

82 

T8

75

338

66 

.13

AUG.

5,370 

1,910

646 

452

241 

181

109 

102

95 

87 

84

T6

73 

72 

69

71 

68

62

61 

.47

SEPT.

73

104

102

8T

152 

751

280 

361

1,430 

988

566

606

835 

586 

389

320 

271

210

68 

.41

1

2 

3

4

5

6 

7 

8 

9 

10

11

13

14 

15

17 

18

20 

22

26

28 

29

30

MEAN 

MAX 

MIN 

CFSM 

IN.

667

325

1.230 

2,180

1,820

1,080 

1,030

856

399

380 

546 

1,010

2,180 

239 

.88 

1.01

922

730

606

710

415

389

350

2 TO

241

1,180 

236

232

259

25C

204

1ST 

185

688

507

1.180

183

359

362

546

412

305

212

586 

193

WAT YR 1963: TOTAL 144.410 MEAN 396

189

1BL

167

157

14T

 

189 

138

1,590

2,340

1,060

646

,280

456

3,730 

167

318 

312

292

243

230

2,290

2.290 

206

MAX 3,730 KIN 18

700 

606

2,560

488 

408

300

239

922

2,560 

125

CFSM 

CFSM

221

193

149

90 

T9 

73

64

62 

61

55 

50

43

365 

42 

.10

82 IN 

39 IN

60 

98

57

50

48 

55 

68

50 

48 

42

38

35 

34

36

31

61 

55

98 

25

.05

56

50

38 

36

34 

31 

29

110 

114 

81 

78 

98

62 

52

29 

30

34 

33

114 

29 

.05 

.05

29 

29

29 

29

33 

32 

34

33 

3T 

55 

45 

40

38 

37

22 

22

23

20 

IB

55 

18

.03 

.03

11.12 AC-FT 604,800 

5.27 AC-FT 286,400
WHITE RIVER BASIN

7-0496.9. Beaver Reservoir near Eureka Springs, Ark.

Location. Lat 36°25 I 15", long 93"50'50", in NWtrNW£ sec.10, T.20 N. , R.27 W. , at dam on White River 

6 miles west of Eureka Springs and at mile 609.0.

Drainage area. 1,186 sq mi.

Records available. December 1963 to September 1965.

Gage.--Staff gage read once daily. Datum of gage is at mean sea level, datum of 1929 (levels by 

Corps of Engineers).

Extremes.--Maximums and minimums (contents in acre-feet, elevation in feet) for Decembe- 1963 to 

September 1965 are contained in the following table:

Water 

year

1964 

1965

Maximum

Date

Sept. 30, 1964 

June 28, 1965

Contents

233,900 

807,300

Elevation

1,031.08 

1,082.00

Minimum

Date

Aug. 13-15, 27-30

Contents

792,500

Elevation

1,081.00

1963-65: Maximum contents during water year, 807,300 acre-ft June 28, 1965 (elevation, 

1,082.00 ft); minimum since bottom of power pool was first reached, 792,500 acre-ft Aug. 13-15, 

27-30, 1965 (elevation, 1,081.00 ft).

Remarks. Reservoir is formed by a combination concrete-gravity and embankment dam. Storage for 

purpose of filling to power pool level began Dec. 26, 1963, and bottom of power pool was first 

reached May 13, 1965. Capacity between elevations 1,120.00 and 1,130.00 ft is 299,600 acre-ft 

and is reserved for flood-control storage. Reservoir is used for flood control, power development, water supply, and recreational purposes. Figures given herein represent total contents. 

Data regarding dam and reservoir are given as follows: Elevation of top of spillway gates and 

designated flood-control pool, 1,130.00 ft (capacity, 1,951,500 acre-ft); top of designated 

power pool, 1,120.00 ft (capacity, 1,651,900 acre-ft); crest of gated spillway, 1,093.00 ft 

(capacity, 1,007,200 acre-ft); bottom of designated power pool, 1,077.00 ft (726,800 acre-ft); 

and bottom of lowest outlet, 938.06 ft (capacity, 1,310 acre-ft).

Cooperation.--Records furnished by Corps of Engineers.

Capacity table, December 1963 to September 1965 (elevation, In feet, ntents, In tho

939 

942 

946 

950 

9 SO

1.57

2.48

4.14

6.28

13.77

970

980

990

1,000

1,010

24.73

39.79

60.03

87.78

123.9

020

,030

040

226.9

298.1

386.1

494.0

nds of acre-feet)

623.4

774.4

807.3

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, Dee 1963 to Septe

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

U

IS

16

17

IS

19

20

21

22

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

MLN

OCT. NOV. DEC.

_

_

_

_

-

_

_

_

_

-

.

_

_

_

-

_

_

_

_

-

.

_

_

_

-

.79

.77

.76

.76

.76

'

939.70

-

_

-

JAN.

1.76

1.76

1.76

1.76

1.76

1.76

1.76

1.76

1.75

1.7S

1.74

1.74

1.73

1.73

1.72

1.72

1.72

1.72

1.72

1.72

1.72

1.71

1.71

1.71

1.70

1.70

1.70

1.69

1.69

1.69 

1.69

939.44

-.07

1.76

1.69

FEB.

1.69

1.69

1.69

1.69

1.76

1.81

1.84

1.87

1.90

1.94

1.97

1.97

1.98

2.OO

2.02

2.03

2.06

2.10

2.11

2.12

2.12

2.13

2.14

2.14

2.14

2.16

2.16

2.16

2.16

 

941.00

+ .47

2.16

1.69

MAR.

2.16

2.14

2.13

2.14

2.16

2.19

2.16

2.26

2.63

11.22

25.80

31.44

35.78

38.61

40.32

41.93

43.17

44.20

45.33

46.56

48.74

51.48

53.52

54.81

56.14

57.51

59.11

60.40

61.61

62.71 

63.44

991. 4O

+61.28

63.44

2.13

APR.

64.17

65.16

66.72

68.79

74.24

101.3

116.9

123.1

127.6

129.1

132.6

135.0

136.9

138.7

140.0

141.6

142.7

143.6

144.5

145.2

145.9

146.8

148.2

148,6

149.1

149.8

150.7

151.8

152.9

154.1

1,016.85

+90.66

154.1

64.17

MAY

155.5

156.7

157.7

158,2

158.9

159.6

159.9

160.1

160.6

161.6

172.2

187.4

195.0

199.6

201.9

204.9

207.2

208.1

208.7

209.6

210.8

211.4

211.4

212.3

213.2

213.8

213.9

214.1

214.2

214.3 

214.4

1,028.00

+60.3

214.4

155.5

JUNE

215.0

215.6

215.9

216.1

216.2

216.3

216.5

216.6

216.7

216.8

216.9

217.0

217.1

217.2

217.3

217.8

218.4

218.6

220.6

221.9

223.8

225.0

225.0

225.2

225.3

225.3

225.4

225.5

225.5

225. S

1,029.77

+11.1

225.5

215.0

JULY

225.6

225.9

226.1

226.2

226.3

226.3

226.1

226.0

225.9

225.8

225.6

225.5

225.3

225.1

224.8

224.6

224.3

224.1

223.9

223.8

223.6

223.4

223.3

223.1

223.0

222.8

222.6

222.3

222.1

2E2.0 

221 9

1,029.20

-3.6

226.3

221.9

AUG.

221.7

221.5

221.2

221.0

220.8

220.7

220.6

220.5

220.6

220.6

220.6

220.6

220.5

220.6

220.6

220.6

220.8

221.0

221.1

221.2

222.8

223.1

223.1

223.1

224.4

225.0

225.2

225.6

226.3

226.9 

227.6

1,030.10

+5.7

227.6

220.5

SEPT.

228.9

229.5

229.6

229.9

230.2

230.4

230.7

231.1

231.3

231.5

231.5

231.3

231.2

231.1

231.0

230.9

230.8

231.1

231.0

230.9

231.0

231.5

232.4

232.6

232.8

233.0

233.1

233.5

233.8

233.9

1,031.08

+6.3

233.9

228.9

t Elevation, in f 

t Change In conte
WHITE RIVER BASIN

7-0496.9. Beaver- Reservoir- near- Eur-eka Springs, Ark. Continued

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29 

30

31

(t)

1*5

MAX

WIN

OCT.

234.0 

234.1

234.1

234.1

234.1

234.1

234.1

234.1

234.1

234.1

234.1

233.5

233.4

233.4

233.4

233.4

232.9

232.8

232.8

232.8

232.8

232.8

232.8

232 .8

232.8

232.8

232 .8

232.8

231 .8

231.8

1,030.76

-2.1

234.1

231.8

NOV.

232.1 

232.1

232.1

232.1

232.1

232.1

232.1

232.6

232.8

232.8

232.8

232.8

232.2

232.1

232.1

232.2

232.6

233.3

233.9

234.9

236.7

237.4

237.8

238.0

238.5

239.2

239.9

240.0

240.0

240.7

1,032.10

+8.9

240.7

232.1

DEC.

241.2 

241.4

241.4

241.4

241.4

241.4

241.9

242.0

242.0

242.6

242.7

242.7

243.3

244.0

244.1

244.1

244.4

244.2

244.1

244.1

244.1

244.1

244.6

244.8

244.8

245.3

245.5

245.5

245.5

245.5

245.5

1,032.80

+4.8

245.5

241.2

JAN.

245.9 

246.6

251.6

255.7

257.4

258.9

260.8

261.8

262.6

264.6

265.7

266.2

266.4

267.8

268.5

269.7

270.9

272.6

273.0

273.4

274.2

275.0

275.7

277.0

277.4

279.5

280.9

282.2

282.6

283.1

1,038.10

+37.9

283.4

245.9

FEB.

284.5

284.4 

284.1

284.1

284.7

285.5

285.7

286.8

289.1

296.8

304.5

308.1

310.8

313.5

315.4

317.4

318.7

319.6

321.3

322.4

322.6

323.2

324.6

327.4

330.6

334.4

337.8

339.8

1,045.00

+56.4

339.8

284.1

MAR.

345.1

354.7 

361.9

366.1

372.1

375.3

376.7

378.7

381.3

383.3

385.2

386.7

388.4

390.4

392.1

393.4

394.3

395.5

396.5

397.4

398.4

399.5

400 . 5

402.3

403.4

404.0

404.6

405.6

408.1

410.1

412.7

1,052.65

+72.9

412.7

345.1

APR.

413.9

439.3

459.7

479.1

506.2

524.4

540.9

550.8

558.9

566.0

570.9

575.8

581 .0

597.1

609.5

617.3

622.0

626.2

629.8

632.5

635.2

637.6

639.4

641.4

644.0

645.5

647.5

648.9

649.6

1,071.85

+236.9

649.6

413.9

MAY

651.3

652.5

653.3

654.0

654.7

655.0

656.1

669.6

70O.O

715.2

722.2

726.8

729.3

731.5

736.2

739.3

741.6

744.0

746.4

748.0

748.8

749.8

751.2

752.0

752.0

752.0

753.9

757.1

760.3

761.6

1,079.20

+112.0

761.6

651.3

JUNE

762.4 

764.0

764.8

765.6

766.4

766.4

767.2

768.0

768.8

769.6

770.4

771.2

774.7

778.5

782.6

784.2

786.7

787.5

788.4

790.0

790.8

792.5

793.3

799.1

803.2

805.2

806.8

804.0

799.1

798.2

1,081.45

+36.6

806.8

762.4

JULY

797.4 

797.4

798.2

799.1

799.1

799.1

799.1

800.7

800.7

800.7

800 . 7

800 . 7

800.7

800.7

800.7

800.7

799.9

799.1

799.9

800.7

800.7

800.7

800.7

800.7

799.9

799.9

799.1

799.1

799.1

799.1

799.1

1,081.50

+0.9

800.7

797.4

AUG.

798.2 

797.4

796.6

795.8

795.8

795.8

795.8

795.8

794.9

794.1

794.1

793.3

792.5

792.5

792.5

794.9

795.8

794.9

794.1

794.1

794.1

794.1

794.1

794.1

794.1

793.3

792.5

792.5

792.5

792.5

796.6

1,081.35

-2.5

798.2

792.5

SEPT.

799.9 

799.1

799.1

799.1

799.1

799.1

799.1

799.1

799.1

799.1

799.1

799.1

799.1

799.1

799.1

798.2

798.2

798.2

797.4

797.4

798.2

799.1

798.2

797.4

797.4

796.6

795.8

795.8

795.8

795 .8

1,081.30

-0.8

799.9

795.8

CALENDAR YEAR 1964. ................... * +243.74

WATER YEAR 1964-65... ................. t +561.9
WHITE RIVER BASIN

7-0496.91. White River at Beaver Dam, near Eureka Springs, Ark.

Location. Lat 36°25'15", long 93°50'50", In NW^NWi sec. 10, T. 20 N. , R.27 W. , at Beaver Dam, 

6 miles west of Eureka Springs and at mile 609.0.

Drainage area. --1,186 sq ml.

Records available . --May to September 1965.

Gage. --Water-stage recorders In powerplant. Datum of gage Is at mean sea level, datum of 1929 

(levels by Corps of Engineers).

Extremes . Maximum dally discharge during period, 2,560 cfs June 28; minimum daily, 70 cfs July 3-£ 

9-14, 17-21, 24-29, July 31 to August 1.

Remarks . Discharge computed from powerplant records and estimated leakage through wicket gates. 

Flow completely regulated by Beaver Reservoir.

Cooperation. Records furnished by Corps of Engineers.

DISCHARGE, IN CUBIC FEET PER SECOND, MAY TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

AC -FT

CAL Yl 

WAT Yl

OCT.

} 1Q64: 

^ 1965!

NOV.

 

TOTAL 

TOTAL

DEC.

MEAN 

MEAN

JAN.

MAX 

MAX

FEB.

 

MIN 

MIN

MAR.

AC -FT 

AC -FT

APR.

 

MAY

-

_

_

-

-

.

_

_

-

-

_

_

_

164

85

85

194

234-

86

87

87

85

85

82

182

34°

1,080

72

85

85

85

JUNE

113

123

97

83

85

85

88

88

88

222

88

85

85

88

88

87

87

87

85

85

87

87

88

87

85

85

85

2,560

1,970

1,240

 

JULY

87

7

0

0

0

0

2

2

0

0

0

0

0

0

2

3

0

0

0

0

0

0

0

0

0

0

0

0

0

5

0

AUG.

70

76

91

91

80

87

85

85

87

88

100

110

85

85

85

80

88

85

85

65

85

85

89

88

88

83

85

85

85

80

80

SEPT.

90

90

85

85

85

85

85

85

93

94

85

85

85

394

85

85

00

85

85

89

80

90

85

85

85

85

80

80

85

88
WHITE RIVER BASIN

7-0505. Kings River near Berryville, Ark.

Location. Lat 36°25'30", long 93°37'20", in Ej sec.3, T.20 N. , R.25 W. , on right bank at down- 

 stream side of highway bridge, l£ miles downstream from Bee Creek, 2T miles upstream from 

Clabber Creek, 65- miles northwest of Berryville, and at mile 35.1.

Drainage area. 532 sq mi.

Records available. April 1939 to September 1965. Monthly discharge only for April 1939, published 

in WSP 1311.

wire-weight gage at present site and datum.

Average discharge.--26 years, £58 cfs (404,000 acre-ft per year).

Extremes. Maxlmums and mlnimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (8.00U cfs), water years 1961-65

Date

May 7, 1961

Apr. 11, 1962

Time

1800

1730

Discharge

* 55,900

* 6,890

Gage

height

35.98

12.24

Date

Mar. 5j 1963

Mar. 10, 1964 

Apr. 6, 1964

Time

1700

0500 

0500

Discharge

» 3,720

9,430 

* 9,630

Gage 

height

8.84

14. SO 

15.01

Date

Sept. 1, 1964

Apr. 3, 1965 

May 10, 1965

Time

C400

1300 

C600

Discharge

8,03O

9,43O 

* 11,500

Gage

height

13.39

14.80 

16.90

Annual minimum discharge, wate

Water year

1961 

1962 

1963

Date

Oct. 9-12, 1960 

Aug. 29-31, 1962 

Sept. 28, 29, 1963

Discharge

23 

22 

2.2

Gage height

1.89

2.07 

1.61

Water year

1964 

1965

Date

Oct. 23, 1963 

Aug. 15-16, 1965

Discharge

0.50 

9.5

(Sage height

a 1.54 

1.71

a Occurred Aug. 13, 14, 1964.

1939-65: Maximum discharge, 59,000 cfs May 10, 1943 (gage height, 30.20 ft, site and datum 

then in use, or about 37.0 ft, present site and datum); minimum, 0.1 cfs Aug. 27, 28, 1954.

Flood of Apr. 14, 1927, reached a stage of about 38.0 ft, present site and datum, from information by local residents (discharge, 62,000 cfs).

Remarks. Records good.

Revisions.--WSP 927: Drainage area.

OISCHARGEi IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2 

3

4 

5

7 

8

10 

11

12 

13

15 

16

18 

19

20

21 

22

26

28

30 

31

MAX 

HIN 

CFSM 

IN.

29 

25

24

24 

24

23

24

28

27

32

30 

32

29 

28

33

33 

23 

.05

33 

37

36

31 

31

31 

31

68

94 

85

74

56

.

94 

31 

.09

52 

46

46

176

386

1,580 

915

284 

244

208

108

92

1,580 

46 

.57

86 

83

74

74

81 

85

83

61

86 

61 

.14

59 

68

88

888

392

 

888 

.60

401 

455

3.840

805

455

446

1,400

1.89

3,840

805

4.260

1,110

401

304

2.32

324

31,400

1,440

730 

655

1 080

560 

453

8.59

395

282

205

285 

239

110 

94

96

.43 

.48

85 

85

81

83

83

64

585 

388

128

118 

98

69 

62

.35 

.40

59 

54

46

41

30

32 

43

310 

239

85 

77

70 

67

49 

54

.19 

.22

55 

46

46 

55

46

41 

34

32

QO 

158

205 

158 

122

79

54 

52

47 

46

59

304

.16

.18
WHITE RHER BASIN

7-0505. Kings River near Berryville, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1«61 TO SEPTEMBER 1962

DAY

8

9 

10

u

12

14 

15

17

19 

20

21

24

27

29

31

MAX 

MIN

IN.

OCT.

52

5B

11B

B2 

75

70

50

4B

43 

42

36

35

37

34

NOV.

49 

231

303

198 

176

118

101

92 

89

1,510

515

372

 

38

DEC.

277 

254

555

2.5BO 

2,260

825

2,200

1.240 

932

503

375

326

288

25 L

JAN.

251 

239

555

388 

332

1,210

960

682

595

1,480

1,420

1,020

750

231

FEB.

615

555

3B3

320 

303

245

22B

214 

214

22B

506

BOO

 

 

214

MAR.

595 

575

448

3«B 

366

297

259

231

2BO

683

BOO 

682

1,360

932

750

231

APR.

850 

728

511

1,050 

6,040

1,510 

1,180

B25

63B 

575

511

1,480 

1,420

728

660

 

487

MAY

1,480 

1 ,040

507 

430

341

306

225 

206

L6B

139

123

116

96 

92

94

99

104

80

JUNE

IP1

84 

84

94 

124

101

B9

72

101

108

84

68 

6B

82

96

65

JULY

128

63

50

46 

43

116 

118

84

8

:

8 

44

36

34

89

34

AUG.

750

187 

147

108 

96

70

60

46

L7 

31

29 

28

24

22

25

22

.28

SEPT.

38 

52

40 

41

139

104 

118

114 

154

259

189 

162

149

347 

309

181

131

32 

.28

8,860

2

4

5

6

7 

8

10

11 

12

13 

14

16

IB 

19 

20

22

23

24 

25

27

29 

30

TOTAL 

MEAN

HIN 

IN.

555

356 

280

231 

2,120 

1,510

575

427 

356 

326 

291

350 

335 

294

231

208 

187

152

147 

144

408

.88

206

170 

154

144 

176

203

219

211

198 

184 

168

136 

128 

124

116

101

101

94 

94

149

.31

87

99 

101

96 

96 

96

89

84 

82 

80 

77

72 

72 

87

189

265

217

192 

184

.29

173

157 

L76

187 

211

231

219

208 

189

lei

128 

126 

121

114

106

94

82 

80

.32

80

75 

72

72 

72

72 

72

70 

65

58 

56 

54

50

50

52

 

.12

87

414 

2,430

2,220 

1,280

600 

560 

520 

476

384

5BO 

540 

540

444

320

283

236 

221

1.24

188

164 

156

146 

141

122 

118 

113 

104

98

88 

84 

84

80

82

86

303 

283

.27

205

156 

151

151 

177

136 

120 

113 

104

78

67 

62

58

50

52

861

580 

384

.43

172

120 

100

8B 

76

52 

48 

46 

42

76

56

170 

100

47

38 

34

30

25 

23

23 

.15

23

2^

20

18 

2?

IB 

17 

16 

16

14

16 

16 

80

40

22 

17

I""

16 

14

71T

14 

.05

IB

15 

14

1L 

9.4

7.2

6.8 

5.9 

7.2 

12

15

11 

9.

8.

6. 

5.

5.

5.

4.

4.

3.8

282.9

3.2 

.02

2.6

2.9 

3.2

2.6 

8.1

13

12 

11

9.4 

8.2

9.4

7.7

6.8 

6.3

5.5

4.4 

4.1

3.5

2.2 

2.6

190.4

2.2 

.01 

.01

AC-FT 265,700
WHITE RIVER BASIN

V-OS05. Kings River near Berryville, Ark. Continued

OISCHARGEt IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER

DAY

1 

2

4

6

8 

9

11 

12

14 

15

16 

17 

18 

19

22 

23

25

26 

27 

28 

29 

30 

31

MEAN

MIN 

CFSM 

IN.

OCT.

.4

.0

.0

.0

.0

.G

.4

.0

.6 

.6

.6 

.4 

.2

.0

.70 

.60

.90

.2

.8 

.4 

.0 

.4 

.0

1.49

.60 

.003 

.003

NOV.

.90 

. 0

1.

1.

1. 

1.

1. 

1.

1. 

1. 

1.

is'

21

20 

20 

17 

16 

14

6.14

.70 

.01

DEC.

4

3

3

2

0 

8.B

4 

5

4 

6

7 

6 

6 

5

5 

5

5

5 

5 

5 

4

4 

4

14. 0

8.8

JAN.

14

14

14

13

13 

14

13

14

13 

13 

12 

12

11 

12

13

12 

12 

13 

12 

13

12.9

11

FEB.

14 

14

14

40

54 

47

46

43 

40 

42 

40

35 

34

32

30 

29 

27 

25

35.7

14

MAR.

24 

24

30

28

32 

1,420

2,140

550 

462 

398 

388

630 

530

426

590 

590 

510 

442 

388

717

24

APR.

325 

308

294

6,780

1,260 

91B

610

381 

342 

308 

283

247 

223

190

208 

187 

1B4 

226 

229

741

184

MAY

205 

187

159

131

123 

118

903

450 

360 

297 

241

150 

131

145

134 

134 

121 

104 

97

336

90

JUNE

84 

76

68

76

64 

51

49

41

37 

45 

212 

339

106 

82

57

51 

46 

40 

37 

32

80.6

32

JULY

33 

94

L45

74

50 

45

38

41

40 

36 

31 

28

18 

29

41

30 

25 

20 

18 

14

48.9

12

AUG.

10 

8.

.

I

'

11 

27

29 

25 

22 

20

284 

184

78

676 

1.060 

632 

650 

510

163

4.0

SEPT.

4,020 

850

350

202

129 

106

78

56 

51

49 

48 

46 

45

50 

48

62

67 

67 

62 

60 

57

259

42

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1966

DAY

1 

2 

3

4

5

6

7 

8 

9

11 

12

13 

14 

15

16

17

18 

19

20 

21

23 

24 

25

26 

27

29 

30 

31

TOTAL

MEAN

MIN 

IN.

OCT.

51 

48 

44

39 

36

34 

33 

32 

30

21 

26

26

24 

23 

22

18

15 

15 

16

17 

17

19 

18 

17

807 

26.0

51 

15

NOV.

18 

18 

18

18 

18

18 

23 

26 

26

27

25

25 

28

68

121

106 

88

72 

64

59 

57

1,348 

44.9

18

DEC.

116 

129

99 

92

82 

84 

90 

86

78

67

62

59

50 

49 

49

48 

46

45 

44 

44

2,169 

70.0

129 

44

JAN.

49 

172

738 

510

392 

314 

266 

250

297

250

205 

190

139 

134 

131

139

121 

113 

108

7,330 

236

49

FEB.

102 

95

86 

82

76 

72 

68 

140

600

360 

313

188 

257 

902

870

~:

15,419

68

MAR.

970 

1,880

1,340 

1,040

845 

708 

640 

560

448

349

216 

210 

216

216

620 

708 

620

18,309

210 

1.11

APR.

560 

1,390

5,940 

4>170

6,600 

3,630 

2,580 

2,830

2,340

1,280

482 

478

590

550 

486

57,988

478 

3.63

MAY

430 

384

283

256 

232 

217 

911

895 

738

828

570

356 

521

895

895 

715 

550

32 , 744

217 

1.99

JUNE

438 

367

280

244 

283 

259 

263

1,250 

872

470

229 

989

570 

381

235 

214

14,157

214

.89

JULY

187 17-"

113

123 

12<- 

12' 

13'

110

9r

BT 6,"

4r

4P

36 

3*

38 

41 

48 

3f

2,804

187 

34 

.17

AUG.

31

26

20

19 

18 

18 

17

13

10 

14

170 

84

38 

32 

36

45 

44

227 

97 

67 

78

1,424

227 

10 

.09 

.10

SEPT.

287 

287 

280

167

131 

113 

95 

76

4B

40 

39

38 

36

2B

44 

46

44

42 

40

38 

39 

38

2,524

84.1

287 

28 

.16 

.18
WHITE RIVER BASIH

7-0507. James River near Springfield, Mo.

Location. Lat 37°12'12", long 93°09'00", in NE^NWi sec.11, T.28 N., R.21 ¥., on left bank on 

county road at Kinser bridge, 2j miles southeast of Springfield.

Drainage area.--"46 sq mi.

Records available.--October 1955 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 1,143.27 ft above mean sea level, datum of 1929 

(levels by Corps of Engineers). Prior to Dec. 19, 1955, wire-weight gage at same aite and 

datum.

Average discharge.--10 years, 183 cfs (132,500 acre-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in fe?t).

Annual maximum discharge (*) and peak discharges above base (4,000 cfs), water years 1961-65

Date

Hay 1, 1961

May 5, 1961

May 9, 1961

May 22, 1961

Time

0300

1530

0130

1030

Discharge

4,820

5,570

* 15,600

4,590

Gage

height

12.65

13.10

15.95

12.43

Date

Mar. 21, 1962

May 13, 1963

May 26, 1963

Time

0500

2300

1130

Discharge

* 3,240

6,630

* 15,600

Annual minimum discharge, water ye

Water year

1962

1963

Date

Aug. 28* 1962

Sept. 29, 30, 1963

Discharge

"

1.5

6.6

Qage height

2.20

2.50

Water year

1965

Qage 

height

11.04

13.55

15.95

Date

Apr. 5, 1964

Apr. 4, 1965

Apr. 6, 1965

Sept. 5, 1965

ars 1961-65

Date

Oct. 19, 20, 1964

Time

1900

1030

0400

2020

Discharge

* 4,220

11,600

<- 19,800

8.54U

Discharge

Cage 

height

12.00

15.00

17.05

14.20

Qage height

£.34

a Occurred Oct. 7, 8, 10, 11, 1960.

1955-65: Maximum discharge, 24,800 cfs Dec. 17, 1957 (gage height, 18.20 ft); minimum, 

0.1 cfs Sept. 16, 24, 25, 1956 (gage height, 2.18 ft).

Maximum stage known, about 22 ft in July 1909, from information by local resident.

Remarks.--Records good. Records of chemical analyses for the water years 1962-63 are published 

in reports of the Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

2

3

5 

6

8 

9

11

13 

14 

15

16

L8 

19 

20

21 

22 

23 

24

26

28 

29 

30 

31

MEAN 

MAX 

MIN

IN.

3.4 

3.2

3.2 

3.2

3.4 

3.4

3.2

3.1

3.2 

3.4

3.4

3.2 

4.3 

4.6

.8 

.6 

.6 

.6

.8

.8 

.4

1

11 

3.0

.02

12 

12

11 

10

9.2

9.2 

10

10

8.7 

8.2 

17

62

55 

42 

33

29 

29 

28 

24

20

17 

16 

15

82 

8.2

16 

15

14 

16

787

302 

213

982

406 

291 

233

189

112 

100

89 

78 

69 

65

54

49 

46 

45 

43

982 

14

41 

40

37

35

30 

28

25

23 

23 

22

19 

18

8 

8 

8 

8

8

7 

17 

17 

18

42 

16

9 

8

8 

8

20 

19

18

80 

182 

151

128 

122

113 

106 

105

103

93

81

182 

17

71

68

930 

668

364

344 

300 

254

212

280

755 

772 

702 

529

329

217 

191

1,150

62

720

358

193 

193

225

720 

580 

466

238

205

860 

1,620 

1,330 

851

466

291 

240

193

1,180

3,850

5.46C

1,260

755 

632 

513

329 

312

280 

3,020 

1,510 

895

828

738 

580

379

280

JUNE

283

203

260

195

158 

151 

140

101 

94

91

83 

78 

73

65

59 

55

158 

55

JULY

76

63

62

50

163 

127

107

55 

52

58 

404 

562 

419

238

158 

125 

101 

87

137

50

AUG.

63

51

37

33

31

30 

29

23

26

25 

25 

26 

2S

22

20

La

L7 

16

32.9 

16 

.15

SEPT.

15

15

31

1<=

- 16

70 

10°

f.8

39

35

'2 

2<= 

26 

23

22

20 

L8 

2l/

1,006 

33.5

15 

.14 

.15

2,000
WHITE RIVER BASIN

7-0507. James River near Springfield, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

i

4 

5

6 

7 

8

9 

10

11 

12 

13 

14

16 

17 

18 

19

20

22 

23

24 

25

26

27 

28

30 

31

MAX 

MIN

IN.

21

19 

18

17

14 

14

15 

14 

16 

16

14 

14 

13 

13

12

12 

12

15

12

12 

13

12

IB

28 

26

26

20

20 

20 

21 

20

18 

18 

18

IB

18

22

21

22

20

14

20

21

25

26

43 

63 

98 

103

87 

260 

283

176

107

83

73 

68

20

59

53 

58

83

85 

80 

74 

91

257 

203 

169

149

225

513

320 

274

53

215

174 

158

143

92 

83 

76 

71

63 

62 

58

56

246

198

 

53

151

145 

140

134

IC7 

103 

101 

98

85 

80 

73

895

466

529

352 

294

73

220

174 

160

147

450 

513 

404 

332

227 

200 

176

168

562

291

227

123

265

18B 

174

154

217 

171 

140 

119

91 

80 

71

50

41 

40

51

85 

83

40

65

63 

56

50

83 

109 

98 

73

49 

43 

39

35

36 

36

32

32 

29

27

109 

26

29

21 

20

19 

15

15

14 

13 

12 

11

9. 

8. 

7.

7.

6. 

6.

6.

5. 

5.

6. 

6.

2 

5.

6.0

5.3 

5.2

4.7 

4.2 

3.8

3.5 

3.6

3.6 

3.6 

3.4 

3.1

2.7 

2.4 

2.3

1.9

1.9 

1.9

1.9

1.8 

1.6

2.0 

5.4

6.0 

1.6 

.01

SEPT.

3.9

110 

51

39 

29 

29

31 

29

25 

21

18 

88

329 

181 

115

78

87 

80

68

58 

49

49

2.291.B

329 

3.9 

.31

1 

2

3 

4 

5

6 

7 

8 

9 

10

11 

12 

13 

1* 

15

16 

17 

18 

19

20

21 

22 

23 

2* 

25

26 

27 

28 

29 

30 

41

MEAN

MIN 

CFSM 

IN.

140 

222 

207

1*3

125 

109 

92 

78 

68

59 

53

69

73 

82 

83

66

48 

43 

39

38 

36 

36 

39 

37 

35

81.1

35 

.33 

.38

34 

33 

31

30

30 

31 

30 

29 

28

28 

26

25

24 

24 

26

25

22 

22 

21

21 

22 

21 

20 

20

25.9

20 

.11 

.12

20 

19 

19

IB

IB 

18 

18 

17 

17

15

15

16 

16 

16

22

41 

44 

44

41

39 

38

39 

38

25.0

15 

.10 

.12

38 

37 

37

39 

41 

43 

45 

46

43

37

34

32 

31

28

23 

22 

22

21

20 

20

997 

32.2

20 

.13 

.15 

1,980

21

20 

19

19 

19 

19 

19 

19

18

IB

17 

16 

16

16

15

16

16

 

490 

17.5

15 

.07

17 

17 

16 

28

04 

94 

27 

86 

56

38

15

11 

22

00

71

119

98

BO

62

4,218

136

16

.55

APR.

76 

69 

65 

59

50 

47 

44 

43 

40

36

32

29 

29 

28

27

24

24

28

30

1,123 

37.4

23 

.15

MAY

29 

27 

27 

64

260 

171 

125 

98 

78

51

1,870

419 

1 ,350 

809

367

IBS

1B6

5,660

632

26,153 

844

27

3.43

51,870

JUNE

3B8 

317 

263 

227

171 

154 

136 

123 

111

98 

85 

76

1,660 

808 

513

878

338

230

L98 

174

149

9,998 

333

76 

1.35

JULY

167 

132 

115 

100

89

82 

284 

243 

183 

147

101 

91 

85 

74

68 

61 

54 

50 

47

50 

51

42

39 

45 

80 

83 

82 

66

2,022 

94.3

39 

.38

AUG.

55 

47 

43 

39 

35

32 

31 

29 

28 

26

22 

29 

25 

22

20 

19 

18 

19 

18

16 

14 

12

14

13 

12 

10 

11 

11 

10

718 

23.2

10 

.09

SEPT.

9.3 

B.6 

8.8 

12 

13

12 

20 

IB 

16 

14

14 

14 

14 

14

13 

12 

11 

11 

10

9.5 

B.8 

8.4 

8.2 

7.9

7.9 

7.9 

7.5 

6.8 

6.8

338.4 

11.3

6.B 

.C5
WHITE RIVER BASIN

7-0507. James River near Springfield, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3

4

6

7

8

9

10

11

12

13

1*

15

16

18

19

21

22

23

24

27

28

29

30

MEAN 

MAX

MIN 

IN.

6.8

7.1

6.6

6.4

5.8

5.8

6.0

5.3

5.0

5.2

5.2

5.3

5.5

5.B

5.6

5.8

5.8

5.8

5.3

5.6

5.6

5.6

5.3

5.5

5.2

7.1

5.0

5.

5.

5.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

8.

8.8

8.8

9.8

15

18

16

12

11

10

9.8

18

5.3

10

9.3

9.3

8.6

8.8

8.8

8.8

8.6

9.3

14

14

12

11

10

10

10

9.8

9.3

9.1

8.8

8.6

9.3

9.3

9.1

9.1

14

8.6

8.6

8.8

9.1

9.1

8.8

8.8

8.8

9.3

9.1

9.1

9.1

9.1

8.6

8.6

8.6

8.6

8.8

8.8

8.8

8.8

9.1

9.3

9.1

9.3

9.5

10

8.6

10

9.8

9.5

9.5

5

4

3

2

2

1

1

2

1

2

2

2

2

2

1

1

0

9.5

9.3

9.1

_____

15

9. I

8.8

8.8

8.6

9.5

11

11

15

59

195

225

212

174

136

109

85

58

56

83

96

91

82

58

52

48

43

225

8.6

37

36

34

108

I, 40

90

29

04

20

57

17

88

60

38

21

98

89

76

76

69

149

115

149

143

123

2,930

34

107

94

83

73

61

55

54

50

45

52

46

43

40

37

36

31

28

24

22

20

24

19

21

21

20

107

19

JUNE

18

17

15

17

97

1C

58

21

91

50

)6<!

1, 80

1, 40

38

29

46

77

03

79

49

27

83

75

68

65

1.780

15

JULY

60

280

I 0

1 0

0

>7

7

1

7

4

3

9

6

3

0

3

1

6

4

4

4

t

0

9.3

8.8

280

8.6

AUG.

8.2

7.1

6.9

6.6

6.4

6.8

6.0

6.2

5.8

5*2

4.7

9.8

ia

13

9.8

8.2

7.9

11

9.5

8.6

7.9

10

25

23

15

25

4.7

SEPT.

11

9.8

9.1

8.6

7.5

6.9

6.4

6.2

6.0

5.5

5.3

4,7

*.T

4.7-

4.7

9.5

7.5

6.9

T.7

11

11

9.5

9.1

8.2

7.9

11

4.7 

.03 

.04

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

4

6

7

8 

9

11 

12

13

14

17

IB

19

21 

22 

23

24

25

27

28

30 

31

TOTAL

MAX 

MIN 

CFSM 

IN.

OCT.

.5

.8

.5

.0 

.0

.8 

.7

.7 

.8

.3 

.2

.8 

.5 

.4

.3 

.6 

.8 

.0

.0

1

1

8.6 

7.9

17

4.4 

.03 

.03

NOV.

7. 

7.

7.

8. 

9.

10 

11

13

12

12 

11

37 

38 

128

69 

55 

46 

40

34

31

38

43

128 

7.7 

.12

DEC.

40 

38

33

27 

25

22

21

19 

18

16 

15 

14

14 

14 

14

12 

12

12 

11 

13

40 

11

.08

JAN.

19 

36

87

71

113

179

111

71 

63 

55

46 

55 

60

129 

117

92

83

179 

19 

.37

FEB.

.73 

63

51

47

52

225

54

00 

87 

76

61 

54 

51

48 

262

muz

262 

42

.38

MAR.

481 

1,010

497

320

314

361

251

220 

222 

186

149 

136 

127

94 

94

89 

85

85 

1.08

APR.

80 

122

6,430

9,640

800

550

369

555 

427 

363

279 

260 

233

200 

184

157

80 

4.85

HAY

146 

136

118

107

132

184

130

95 

106 

285

138 

112 

95

712

197 

157

82 

.79

JUNE

130 

109

144

90

66

357

589

296 

228 

184

130 

109 

130

214

214

66 

1.14

JULY

236 

190

184

212

155

1,210

475

221 

186 

159

128 

111 

95 

87

76

52 

48

41 i.o->

AUG.

44 

41

36

37

181

50

38

27

66 

48 

51

46 

42 

124 

214

86

64 

108

26

.27

SEPT.

382 

318

193

1,750 

65 B

354

238

181 

157

102 

88 

78

321 

1,470 

986 

606

290

207 

184

14,180

71 

1.92
WHITE RIVER BASIN

7-0525. James River at Galena, Mo.

Location. Lat 36°48'20", long 93°27'50", in NW-J sec. 7, T. 24 N. , R.23 W. , on left bank at downstream side of right pier of first arch span from left end of bridge on State Highways 13 and 148, 

in Galena, half a mile upstream from Railey Creek and 42.3 miles above mouth.

Drainage area. 987 sq mi.

Records available.--October 1921 to September 1965. Monthly discharge only for October 1921, 

published in WSP 1311.

Gage.--Digital water-stage recorder. Datum of gage is 921.37 ft above mean sea le-rel , datum of 

~jT929. Prior to Dec. 11, 1927, chain gage at site 500 ft downstream at datum 1.48 ft higher. 

Dec. 11, 1927, to Feb. 27, 1935, chain gage, Feb. 28, 1935, to July 22, 1939, wire-weight gage, 

and July 23, 1939, to Sept. 30, 1953, graphic water-stage recorder, at present site at datum 

2.00 ft'higher. Oct. 1, 1953, to Aug. 11, 1963, graphic water-stage recorder at present site 

and datum.

Average discharge. 44 years, 923 cfs (668,200 acre-ft per year).

Extremes.--Haximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (12,000 cfs}, water yea

Date

May 9, 1961 

May 23, 1961

Mar. 22, 196E

Time

1300 

1000

0130

Discharge

* 41, 900 

13, 500

* 5,180

Gage 

height

E6.20 

14.80

9.08

Date

May 14, 1963 

May 27, 1963 

June 16, 1963

Apr. 6, 1364

Time

1945 

1030 

1445

0945

Discharge

15, 600 

* 16,400 

14,700

* 11,800

Gage 

height

16.00 

16.40 

15.54

13.75

Date

Apr. 4, 1965 

Apr. 7, 1965

lime

1245 

0100

Discharge

32,700 

* 34,700

Gage

height

22.97 

23.70

Annual minimum discharge, water years 1961-65

Water year

1961

196 2

1963

Date

Oct. 4, 1960

Aug. 28, 29, 1962

Sept. 30, 1963

Discharge

62

40

72

Gage height

1.79

1.56

1.38

Water year

1964

1965

Date

Jan. 13, 1964

Oct. 18, 1964

Discharge

44

62

Gage height

1.15

1.19

1921-65: Maximum discharge, 5£,700 cfs May 20, 1943 (gage height, 29.82 ft, present datum) 

minimum, 10 cfs Sept. 20, 1954; minimum gage height, 1.15 ft Jan. 13, 1964 (result of ice conditions upstream).

Remarks. Records good.

Revisions (water years). W3P 977: 1935(M), 1941(M).

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1 

2

4 

5

6

7 

8 

9

10 

11

13

14

16 

17

21

24 

25

26 

27 

28 

29 

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

OCT.

71

91 

95

86 

84

88

86 

82

75 

75

100 

84

114

84 

82

88 

88 

88

91

87.7

66 

.09

NOV.

91 

88

86 

88 

91

98 

118

86

84

164

185

140 

130

137

84 

.14

DEC.

127

1,330 

888

1,540

970

284

741

120 

.75

JAN.

190 

182

160

120

163

111 

.16

FEB.

144

301

118 

.31

MAR.

2,820

880

1.37

APR.

1,260

1,330

1.89

MAY

32,400

4,200

1,500

4,500 

2,700

7.31

JUNE

1,810

1,000 

910

598

406

388 

388

.96

JULY

&n

<»^4 

820

373

910

740 

589

.6?

AUG.

343

284

251

224 

224

182 

187

167

154 

137 

144

380 

.22

SEPT.

134

211 

268

211

177

185 

478

240 

226

211

180 

180

170 

167 

164

478 

.22

MEAN 1,166 MAX 38,400 MIN 66 CFSM 1.18 IN 16.03 AC-FT 843,900
WHITE RIVER BASIN

7-0525. James River at Galena, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECONDt WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

4

5

b 

7

8 

9 

10

11 

12

14

17 

18

19

21

23 

24

26

29 

30 

31

MEAN

MAX 

MIN 

CFSM 

IN.

167

132

127

130 

130

152

130 

127

118

116 

118

187

142 

140

187 

116 

.14 

.17

150

185

182 

174

157

152 

147

208 

208

198

182

344

.19 

.22

180

310 

380

524

1,030 

1,200

713

406 

376

.51

.58

320 

360

4BO

820 

740

671

1,510 

1.300

.77 

.88

880

480 

458

425

399 

376

506

--"-

.64

622

584 

542

506

422 

403

1,850

1,510 

1,300

1.13

547 

538

820 

1.400

1,400

940 

820 

740

3,690

1,730

1,400 

1,230

1.20

631 

1,000

850 

713

529

403 

373 

351

282

251

2B7 

284

.58

310

369 

506

502 

433

362

268 

248 

256

234

213

200

182

182 

.30

182

118 

120

125 

115

109

93 

91

91

100

86

86 

91

71 

77

71 

.11

88 

107

88 

84

75 

73 

102

111 

123

82

71 

68 

66

66

60

42 

44

40 

62

40 

.08

75 

84

354 

287

259 

282 

516

480 

384

287

940 

671 

565

458

686

538 

454

362

1.100 

75 

.47

MEAN 1,154

CFSM .51 IN

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1 

2 

3 

4 

5

6

7 

8 

9 

10

11 

12 

13

16 

17

18 

19

21

24 

25

28 

31

MEAN 

MIN 

IN.

WAT Y

OCT.

552 

713 

910 

850 

766

631

534

488

450 

418 

384

340

351

354

351

287 

265

254

242

R 1963: T

NOV.

229 

224 

21B 

211 

198

200 

198

190 

187 

185

174

180 

177

167

160 

152

_____

144

OTAL 200.

DEC.

157 

157 

154 

152 

154

144

140 

130 

130

134

130 

130

262

310 

290

251

130

322 

890

JAN.

224 

213 

216 

226

242

251 

224 

174

216

190 

160

170

130 

170

150

110

MEAN 500 

MEAN 550

FEB.

152 

167 

152 

137

130

127 

123 

123

114

111

109

114

104 

104

109

104

MAX

MAR.

Ill

116 

214 

1.260

2.010

880

766 

740 

650

588

910 

940

740

574 

529

406 

380 

380

111

3,890

APR.

334 

323 

300

293

248 

240 

224

205

182 

190

185

1B4 

150

160 

152

144

MIN 40

MAY

137 

134 

340

570

300 

268

5,200

2,140 

1,540

1,230

660 

636

3,490 

2,460 

1,850

134

CFSM

JUNE

1,010 

862 

765

665 

588

569 

514

2,820 

3,190

3,000

1,400 

1.160

755 

755

420

.51 IN

JULY

73C

808 

665 

588

532 

532

471' 

443

280 

265

238

271

236

277 

384 

328

204

6.87

AUG.

286

228 

213 

184

174 

174

149 

147

138 

140

140

130 

130

114 

109 

107 

107

158 

107 

.18

HC-FT 361

SEPT.

102

90 

90 

106

107 

141

134 

154

134

117 

114

107

104 

100

88 

86

8 

8 

8

7 

7

11

76 

.12 

.13

,600 

,500
WHITE RBTKR BASIN

V-0525. James River at Galena, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER

1

2

3 

4 

5

6 

7

9 

10

11

12 

13

15 

16

18 

19

20

21 

22

2* 

25

26

28 

29 

30 

31

MEAN

MIN 

IN.

74 

74

76 

73 

72

7

8

6 

6

63

61 

63

63 

62

67 

68

72

71 

68

69 

70

70

70 

67 

64 

68

68.9

.08

68 

67

70 

82 

86

97 

86

78 

78

76

75 

72

74 

74

73 

74

78

83 

101

135 

105

96

91

88 

83

84.0

.09

83 

81

77 

77

79

79

75 

89

104 

114

95 

94

81

65 

100

81 

82

76

71 

75 

75 

72

81.6

.10 

5,020

83 

85

75 

75 

74

75

71

67

85 

81

75

67 

68

72

65

67

71 

69

72

71 

72 

101

107

102

100 

98

95

95 

90

86 

83

83

82 

79

90 

104

645

835

550

350

420 

447

433 

407

316

288

242

.38

3,980 

9,180

1,500

883

663

00

35

38 

48

02 

90

693

76,000

395

298

301

242

200

185

170 

172

181 

217

186 

142

184

360

4,780

4,290

1,990

1,280

1.060 

883

656 

587

417

75,130

424

297 

26 L

227

193

IT4

158

150 

138

179 

172

149 

13?

13'. 

15,150

112

109 

98

106 

103

 59

89 

87

287

172

142

145 

169

146 

128

360 

288 

234

87 

.19

201 

179

164 

198 

188

152 

140 

133

116 

110

102 

102

147

125

118 

121

137 

115

117 

1C7

102 

.14 

.1-5

8,070

13,100 MIN 61 AC-FT 363,4CO

2 

3 

4

5

6 

7

8 

9 

10

11 

12 

13

14 

15

16 

17

18 

19

20

21

22 

23

25

29 

30 

31

TOTAL 

MEAN 

MAX 

MIN 

CFSM 

IN.

102

98

90 

85

80 

Bl 

80 

80 

80

80 

81 

82 

85 

86

85 

B3 

74

71

71 

75 

78

228 

162

109 

331 

71 

.11 

.13

147

122 

117

114

136

133

117 

115

115 

182 

188

463 

397

293

624 

114

.26

201

176

173

152

142 

138

128

130

118 

129

265 

118

.1<5

308

291

391

318 

290

252

351

413

.37

250

243

804

583 

534

410

921

.50

1,750

1,280

1,180

916 

885

606

410

3,250

1.32

26,700

7,840

3,580

3,200 

2,640

1,500

26,700

6.06

631

56°

917 

819

1,240 

898 

730

867

2,370

1.08

JUNE

693

514

1,330

2,850 

2,000 

1,550

858

889

1,388 

5,250

1.57

JULY

890 

1,100

950

2,150

AUG.

184 

172

176

665

244

808 203 

665 381 

588 400

478 395

410 253

298

720 

2,150

.84

371

358 

2,230

.42

SEPT.

701 

594 

662

4,040

1,430 

1,200

626

5C5

454 

431 

388

339

2,200

1,330

 

1,210 

4,230

1.37

WAT YR 1965: TOTAL 374,514 MEAN 1,026 MAX 26,700 MIN 71 CFSM 1.C4 IN 14.11 AC-FT 742,800
WHITE RIVER BASIN

Drainage area. --4 ,020 sq mi.

Records available. --September 1956 to September 19C5.

Extremes. --Maximums and minimums (contents in acre feet, elevation in feet) for the water years 

1961-65 are contained in the following table:

Water 

year

1961

1962

1963

1964

1965

__Date

May 10, 1961 

Dec. 20, 1961 

June 23, 1963 

June 22 1964

July

______Date _

Dec. 4, 1960 

Sept.28-29, 1962 

Mar. 3, 1963 

Mar. 3, 4, 1964 

Feb. 8, 196S

Remarks.--Reservoir is formed by a combination concrete-gravity and embankment-type dam. Storage 

began Sept. 9, 1956. Storage for the purpose of filling to power pool level began Nov. 24, 1958, 

and bottom of power pool (1,520,500 acre-ft, elevation, 881 ft) was first readied Dec. 19, 1959 

(corrected). Capacity at top of spillway gates, 3,567,500 acre-ft (elevation, 933 ft). Capacity at top of flood-control pool, 3,462,000 acre-ft (elevation, 931 ft), of which 760,OUU acre-ft 

(between elevations 915 and 931 ft) is reserved for flood control, and 1,181,51)0 acre-ft (between 

elevations 881 and 915 ft) is used for power. Capacity at spillway crest. 1,976,000 acre-ft 

(elevation, 896 ft). Capacity at lowest outlet, 3,530 acre-ft (elevation, 721.96 f;). Reservoir 

is used for flood control, power, and recreational purposes. Figures given herein represent 

total contents. Contents computed from daily readings at 2400 hours.

Cooperation.--Records furnished by Corps of Engineers.

Cap a

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 196U TO SEPTEMBER 1961

DAY

1 

Z 

3 

4 

5

6 

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

(*) 

MAX 

MIN

OCT.

2,480.2 

2,479.8 

2,474.6 

2,471.4 

2,466.6

2,461.8 

2,457.4 

2,452.6 

2,451.0 

2,446.2

2,442.2 

2,437.4 

2,433.0 

2,428.6 

2,424.2

2,423.0 

2,419.8 

2,417.4 

2,413.8 

2,408.7

2,404.0 

2,399.7 

2,399.4 

2,394.3 

2,391.2

2,387.6 

2,384.5 

2,380.2 

2,380.2 

2,381.4 

2,376.0

907.05 

-109.4 

2,480.2 

2,376.0

CALENDAR YEAR 

WATER YEAR 196

NOV.

2,373.6 

2,371.3 

2,369.3 

2,367.4 

2,367.0

2,366.2 

2,363.1 

2,364.2 

2,363.1

2,360.4

2,356.8 

2,355.3 

2,355.3 

2,353.7 

2,354.1

2,352.9 

2,351.8 

2,350.2 

2,349.8 

2,350.2

2, 348 . 6 

2,349.0 

2,347.5 

2,345.9 

2,344.0

2,343.2 

2,343.6 

2,342.4 

2,340.1 

2,337.3

906.06 

-38.7 

2,373.6 

2,337.3

DEC.

2,335.0 

2,332.3 

2,331.2 

2,331.6 

2,337.0

2,337.7 

2,338.9 

2,342.4 

2,344.4 

2,357.6

2,370.5 

2,388.8 

2,401.3 

2,408.3 

2,413.0

2,415.8 

2,419.0 

2,422.2 

2,423.0 

2,423.8

2,422.6 

2,421.0 

2,421.0 

2.421-.0 

2,421.4

2,421.8 

2,420.6 

2,419.8 

2,418.2 

2,416.6

908.05 

+77.7 

2,423.8 

2,331.2

JAN.

2,416.0 

2,414.6 

2,413.0 

2,411.0 

2,409.1

2,407.5 

2,406.4 

2,406.4 

2,402.9 

2,401.3

2,401.3 

2,399.7 

2,398.2 

2,397.4 

2,397.4

2,395.4 

2,394.3 

2,393.5 

2,391.9 

2,389.6

2,386.9 

2,387.3 

2,384.9 

2,381.4 

2,378.7

2,375.6 

2,373.2 

2,369.7 

2,369.3 

2,366.6

906.78 

-49.6 

2,416.0 

2,365.4

0-61. ................... *

FEB.

2,363.1 

2,362.3 

2,358.8 

2,357.2 

2,357.2

2,354.5 

2,357.6 

2,355.7 

2,352.9 

2,351.4

2,352.9 

2,357.2 

2,361.1 

2,365.0 

2,368.2

2,372.0 

2,374.0 

2,376.7 

2,379.1 

2,380.6

2,381.8 

2,381.8 

2,382.6 

2,383.8 

2,384.5

2,387.3 

2,388.0 

2,387.6

907.35 

+22.2 

2,388.0 

2,351.4

MAR.

2,388.8 

2,388.8 

2,389.2 

2,392.7 

2,403.2

2,421.4 

2,460.2 

2,487.4 

2,508.6 

2,522.1

2,532.0 

2,542.6 

2,546.7 

2,550.8

2,555.7

2,558.2 

2,561.1

2,563.5 

2,568.0 

2,571.7

2,573.0 

2,576.7 

2,580.0 

2,583.4 

2,584.7

2,591.4 

2,591.0 

2,591.4 

2,590.1 

2,592.2

912.60 

+212.6

2,600.2 

2,388.8

APR.

2,625.8 

2,647.2 

2,658.2 

2,663.7 

2,666.3

2,663.3 

2,662.U 

2,658.2 

2,656.9 

2,654.0

2,653.1 

2,659.0 

2,673.2 

2,687.0 

2,696.4

2,700.7 

2,701.6 

2,702.0 

2,701.1 

2,698.1

2,693.8 

2,687.8 

2,687.0 

2,680.5 

2,673.2

2,662.9 

2,653.1 

2,642.6 

2,635.5 

2,630.4

913.32 

+30.2 

2,702.0 

2,625.8

MAY

2,634.2 

2,638.8 

2,640.9 

2,677.1 

2,798.2

2,911.8 

3,144.0

3,377.4 

3,521.5

3,540.3

3,524.2 

3,491.6 

3,452.6 

3,411.0 

3,373.3

3,337.1 

3,301.5 

3,264.0 

3,247.5 

3,241.0

3,252.5 

3,263.0 

3,292.5 

3,287.0 

3,271.5

3,248.0 

3,221.0 

3,189.1 

3,160.0 

3,125.1

 923.65 

+464.0 

3,540.8 

2,634.2

JUNE

3,086.3 

3,069.2 

3,050.7 

3,033.1 

3,015.1

2,999.3

2,995.5 

2,986.7 

2,977.4 

2,966.7

2,956.5 

2,945.3 

2,933.2 

2,925.3 

2,913.6

2,901.0 

2,885.2 

2,870.4 

2,859.1 

2,851.4

2,843.8 

2,833.0 

2,818.5 

2,802.2 

2,784.6

2,767.4 

2,751.6 

2,738.1 

2,723.1 

2,711.0

915.21 

-383.4 

3,086.3 

2,711.0

JULY

2,708.9 

2,707.6 

2,703.7 

2,696.8 

2,694.7

2,696.0 

2,697.7 

2,696.4 

2,697.3 

2,694.7

2,691.7 

2,691.7 

2,693.4 

2,699.8 

2,701.1

2,705.0 

2,711.0 

2,715.3 

2,713.2 

2,709.7

2,708.0 

2,701.1 

2,701.1 

2,695.6 

2,693.0

2,691.2 

2,688.2 

2,685.'' 

2,684.4 

2,683.9

914.49 

-30.9 

2,715.3 

2,680.1

AUG.

2,678.8 

2,679.2 

2,679.2 

2,677.9 

2,676.2

2,675.3 

2,674.5 

2,671.9 

2,671.0 

2,670.2

2,675.3

2,674.9 

2,678.8 

2,678.8 

2,679.6

2,689.5 

2,691.7 

2,689.5

2,690.0 

2,690.0

2,685.2 

2,684.4 

2,680.9 

2,675.8 

2,671.9

2,670.6 

2,670.2 

2,666.7 

2,662.0 

2,657.7

913.88 

-26.1 

2,691.7

2,654.0

SEPT.

2,650.6 

2,647.2 

2,647.7

2,650.6 

2,646.8

2,642.2 

2,637.2 

2,633.0 

2,629.6 

2,629.6

2,624.6 

2,621.2 

2,625.0 

2,620.4 

2,621.6

2,626.2 

2,630.0 

2,630.0 

2,627.5 

2,625.8

2,622.5

2,620.8 

2,620.8 

2,621.6 

2,617,8

2,613.2 

2,610.3 

2,604.8 

2,600.2 

2,602.3

912.65 

-51.7 

2,650.6 

2,600.2

+708.5 

+116.9

t Elevation, in feet, 

* Change in contents,
WHITE RIVER BASIN

7-0534. Table Rock Reservoir near Branson, Mo.--Continued

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

WIN

OCT.

2,600.2

2,598.1

2,592.2

2,588.4

2,586.8

2,583.8

2,584.7

£,585.5

2,582.6

2,580.0

2,576.7

2,572.5

2,570.5

2,570.1

2,570.1

2,566.8

2,563.1

2,559.4

2,556.1

2,552.O

2,551.6

2,550.8

2,549.2

2,546.3

2,543.0

2,539.7

2,536.9

2,535.2

2,535.6

2,533.2

2,531.1

910.93

-71.2

2,600 .2

2,531.1

NOV.

2,527.0

2,530.3

2,527.0

2,538.1

2,546.3

2,547.5

2,547.5

2,546.7

2,544.7

2,543.8

2,544.2

2,545.9

2,544.2

2,541.8

2,538.9

2,537.3

2,534.4

2,534.4

2,535.2

2,532.4

2,534.0

2,534.8

2,544.2

2,566.8

2,575.8

2,585.5

2,587.6

2,588.4

2,589.3

2,588.4

912.32

+57.3

2,589.3

2,527.0

DEC.

2,587.6

2,588.9

2,591.4

2,592.6

2,591.4

2,592.6

2,595.2

2,598.5

2,601.9

2,621.6

2,643.9

2,656.1

2,668.0

2,674.9

2,678.8

2,688.7

2,699.0

2,712.8

2,715.8

2,712.8

2,709.3

2,707.2

2,701.1

2,696.4

2,690.8

2,687.0

2,682.2

2,676.2

2,669.8

2,664.6

2,657.7

913.97

+69.3

2,715.8

2,587.6

JAN.

2,651.0

2,645.1

2,639.3

2,630.4

2,630.0

2,624.1

2,619.9

2,616.2

2,609.4

2,604.4

2,596.8

2,591.4

2,585.1

2,588.4

2,587.6

2,593.1

2,596.0

2,597.3

2,596.4

2,593.5

2,594.7

2,594.3

2,601.5

2,609.0

2,612.8

2,617.8

2,623.7

2,632.1

2,637.2

2,639.7

2,640.5

913.56

-17.2

2,651.0

2,585.1

FEB.

2,639.7

2,638.0

2,636.7

2,632.1

2,623.3

2, 61B. 3

2,613.6

2,610.7

2,604.8

2,597.7

2,592.2

2,585.9

2,579.2

2,570.5

2,564.3

2,557.0

2,549.2

2,542.6

2,534.4

2,527.0

2,522.1

2,514.7

2,511.9

2,508.6

2,509.4

2,510.2

2,511.4

2,509.0

-----

910.39

-131.5

2,639.7

2,508.6

MAR.

2,505.7

2,502.8

2,502.0

2,500.8

2,496.3

2,492.2

2*487.0

2j483.8

2,477.8

2,473.4

2,469.4

2,464.2

2,457.0

2,450.6

2,443.8

2,437.0

2,430.6

2,425.0

2,418.2

2,421 .4

2,425.0

2,433.4

2,438.6

2,442.2

2,446.6

2,452.6

2,464.2

2,471.8

2,477.0

2,479.0

2,479.8

909.67

-29.2

2,505.7

2,418.2

APR.

2 , 480 . 2

2,480.2

2,479.8

2,478.2

2,476.6

2,473.8

2,469.8

2,467.4

2,463.0

2,469.4

2,490.2

2,520.9

2,537.3

2,545.5

2,549.6

2,549.6

2,551.6

2,550.4

2,548.4

2,544.2

2,541.4

2,547.9

2,556.6

2,572.1

2,582.1

2,586.8

2,591.0

2,592.6

2,593.9

2,601.0

912.62

+121.2

2,601.0

2,463.0

MAY

2,606.5

2,614.9

2,619.1

2,621.6

2,622.9

2,622.5

2,620.8

2,617.8

2,617.0

2,617.0

2,615.3

2,614.1

2,613.2

2,610.3

2,608.2

2,605.2

2,602.3

2,599.4

2,598.5

2,599.4

2,595.6

2,591.4

2,588.0

2,585.5

2,582.1

2,579.6

2,579.2

2,575.0

2,574.2

2,572.1

2,570.5

911.89

-30.5

2,622.9

2,570.5

JUNE

2,570.9

2,569.3

2,571.7

2,568.0

2,564.3

2,559.0

2,554.9

2,551.2

2,552.0

2,554.9

2,551.6

2,546.7

2,542.2

2,536.5

2,531.1

2,529.1

2,529.5

2,522.5

2,515.6

2,509.8

2,504.1

2,497.5

2,495.5

2,497.5

2,491.0

2,483.0

2,476.6

2,470.6

2,463.0

2,463.0

909.25

-107.5

2,571.7

2,463.0

JULY

2,461.0

2,455.0

2,447.0

2,444.2

2,437.8

2,430.2

2,426.6

2,426.2

2,418.2

2,411.4

2,406.0

2,399.7

2,394.3

2,393.9

2,393.1

2,387.3

2,381.8

2,373.6

2,365.8

2,358.0

2,354.1

2,351.8

2,345.]

2, 337 .7

2,329.3

2,321.3

2,312.6

2,303.8

2,303.4

2,3ul .2

2,29i.O

904.92

-169.0

2,461.0

2,291.0

AUG.

2,290.9

2,291.3

2,295.1

2,295.5

2,298.9

2,292.8

2,287.1

2,280.3

2,276.1

2,269.6

2,267.4

2,267.0

2,259.8

2,252.4

2,245.5

2,237.5

2,230.2

2,226.5

2,225.8

2,218.1

2,211.6

2,203.2

2,195.9

2,188.2

2,185.6

2,183.8

2,176.6

2,169.1

2,160.8

2,154.0

2,147.5

900.93

-146.5

2,298.9

2,147.5

SEPT.

2,145.3

2,144.6

2,147.8

2,145.3

2,137.4

2,130.9

2,124.4

2,124.1

2,124.8

2,118.7

2,113.0

2,108.4

2,103.2

2,098.2

2,101.8

ZjlOl.4

2,102.1

2,098.2

2,095.1

2,089.8

2,085.3

2,089.5

2,093.4

2,091.2

2,087.8

2,083.2

2,077.6

2,072.0

2,072.4

2,089.2

899.29

-58.3

2,147.8

2,072.0

CALENDAR YEAR 1961 .................... * 4-242 . 7

WATER YEAR 1961-62 .................... * -513.1

t Elevation, in feet, at end of month.

4 Change in contents, in thousands of acre-feet.

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1 

2 

3 

4

5

6 

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24

25

26 

27 

28 

29 

30 

31

Hi

MAX 

MIN

OCT.

2,089.8 

2,088.4 

2,086.7 

2,085.0

2,082.5

2,085.6 

2,109.4 

2,115.8 

2,119.4 

2,119.8

2,118.0 

2,118.0

2,125.2 

2,131.6 

2,130.6

2,130.2 

2,128.0 

2,126.6 

2,123.4 

2,126.6

2,129.1 

2,125.5 

2,121.6 

2,117.2 

2,112.2

2,107.4 

2,109.1 

2,111.2 

2,109.1 

2,106.3 

2,104.6

899.73 

+15.4 

2,131.6

2,082.5

CALENDAR YEAR 

WATER YEAR 196

NOV.

2,102.8 

2,101 .4 

2,102.8 

2,103.2 

2,100.0

2,097.2 

2,095.8 

2,095.0 

2,090.6 

2,092.6

2,095.4 

2,093.0 

2,090.2 

2,088.8 

2,086.4

2,085.3 

2,086.0 

2,086.4 

2,083.6 

2,081.4

2,079.0 

2,079.0 

2,076.2 

2,076.2 

2,076.9

2,074.1

2,072.4 

2,070.2 

2,067.8 

2,064.3

898.58 

-40.3 

2,103.2 

2,064.3

DEC.

2,064.6 

2,065.0 

2,062.6 

2,060.1 

2,056.6

2,052.4

2,050.3 

2,050.3 

2,050.0 

2,046.4

2,040.9 

2,035.8

2,032.4 

2,029.0 

2,029.0

2,029.4 

2,026.0 

2,021.9 

2,018.2 

2,017.1

2,016.8 

2,019.9 

2,022.6 

2,021.9 

2,025.6

2,022.9 

2,019.5 

2,018.5 

2,017.1 

2,022.9

2,023.6

897.40 

-40.7 

2,065.0 

2,016.8

JAN.

2,026.0 

2,024.3 

2,022.6 

2,020.5 

2,023.3

2,025.0 

2,023.6 

2,023.3 

2,022.9 

2,023.6

2,024.6 

2,022.9 

2,023.9 

2,022.6 

2,020.2

2,019.2 

2,016.5 

2,014.4 

2,011.0 

2,010.7

2,006.6 

2,003.5 

1,999.8 

1,996.4 

1,992.3

1,991.6 

1,988.9 

1,984.5 

1,981.1 

1,977.4

895.93 

-49.9 

2,026.0 

1,973.7

2-63.. .................. *

FEB.

1,970.7 

1,970.4 

1,970.1 

1,969.1 

1,966.8

1,962.8 

1,959.5 

1,955.9 

1,956.2 

1,956.5

1,952.6 

1,948.9 

1,944.6 

1,940.4 

1,936.1

1,935.7 

1,936.4 

1,932.4 

1,929.5 

1,924.5

1,920.2 

1,915.9 

1,916.3 

1,916.6 

1,913.3

1,907.7 

1,904.5 

1,902.5

893.77 

-71.2 

1,970.7 

1,902.5

MAR.

1,899.3 

1,898.6 

1,899.0 

1,906.4 

1,921.2

1,931.8 

1,941.7 

1,948.9 

1,959.2 

1,966.8

1,972.0 

1,975.3 

1,977.4 

1,978.7 

1,981.1

1,987.9 

1,992.0 

1,994.4 

1,997.4 

1,999.1

2,001.2 

2,001.8 

2,005.9 

2,010.0 

2,011.7

2,011.4 

2,010.7 

2,009.7 

2,009.0 

2,012.4

897.17 

+113.3 

2,015.8 

1,898.6

APR.

2,013.7 

2,012.7 

2,010.7 

2,008.6 

2,006.3

2,007.3

2,008.6 

2,006.3 

2,003.2 

2,001.5

1,999.1 

1,996.1 

1,995.7 

1,997.1 

1,993.0

1,990.6 

1,988.6 

1,986.2 

1,982.8 

1,982.8

1,983.5 

1,979.1 

1,976.0 

1,973.7 

1,971.7

1,968.7 

1,969.1 

1,969.7 

1,968.4 

1,966.1

895.70 

-49.7 

2,013.7 

1,966.1

MAY

1,964.4 

1,962.8 

1,961.8 

1,964.8 

1,968.1

1,967.4 

1,966.8 

1,966.1 

1,966.1 

1,966.1

1,968.4 

1,970.7 

1,972.7 

1,985.2 

1,996.4

2,000.1 

2,001.5 

2,009.0 

2,015.4 

2,015.4

2,013.7 

2,012.7 

2,010.7 

2,007.3 

2,010.0

2,019.5 

2,051.0 

2,071.3 

2,079.0 

2,083.6

899.22 

+120.6 

2,086.7 

1,961.8

JUNE

2,091.2 

2,095.1 

2,095.4 

2,095.1

2,093.0

2,090.2 

2,086.4 

2,084.2 

2,085.3 

2,082.2

2,080.0 

2,075.5 

2,068.8 

2,064.0 

2,068.5

2,114.0 

2,128.8 

2,135.6 

2,148.2 

2,154.3

2,159.7

2,163.7 

2,168.0 

2,168.0 

2,164.4

2,160.8 

2,158.3 

2,153.6 

2,154.3 

2,156.5

901.18 

+69.8 

2,168.0 

2,064.0

JULY

2,152.9 

2,14f .3

2,145.7 

2,146.4 

2,143.2

2,142.8 

2,144.2 

2,143.5 

2,142.8 

2,141 .4

2.14C.3 

2.14C.3

2,140.6 

2,141.0 

2,139.9

2,134.9 

2,129.1 

2,121.6 

2,113.6 

2,110.5

2,110.5 

2,108.0 

2,100.7 

2,094.4 

2,088.8

2,085.0 

2,083.6 

2,085.0 

2,085.3 

2,081.4

898.99 

-77.9 

2,152.9 

2,078.6

AUG.

2,074.1 

2,067.8 

2,065.4 

2,064.6 

2,058.0

2,051.0 

2,045.0 

2,039.6 

2,036.5 

2,034.8

2,033.8

2,031.4 

2,032.4 

2,030.4 

2,028.0

2,025.6 

2,024.6 

2,024.6 

2,023.3 

2,020.5

2,018.8 

2,016.5 

2,012.7 

2,013.1 

2,013.4

2,009.0 

2,003.5 

1,999.5 

1,996.7 

1,993.7

, 9 .7

896.49 

-85.9 

2,074.1 

1,992.7

SEPT.

1,991.6 

1,990.3 

1,986.2 

1,983.8 

1,980.1

1,976.7 

1,979.1 

1,978.7 

1,973.4 

1,970.4

1,970.1 

1,963.1 

1,961.2 

1,960.2 

1,959.5

1,956.9 

1,955.2 

1,951.6 

1,947.6 

1,943.3

1,942.7 

1,941 .7 

1,937.4 

1,934.1 

1,931.8

1,928.8 

1,923.5 

1,922.5 

1,921.2 

1,917.3

894.22 

-75.4 

1,991.6 

1,917.3

-634.1 

-171.9

t Elevation, in feet, at end of month. 

* Change in contents, in thousands of acre-feet.
WHITE RIVER BASIN

7-0534. Table Rock Reservoir near Branson, Mo. Continued

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1965 TO SEPTEMBER 1964

DAY

I 

Z 

3 

4 

5

6 

7 

8 

9 

10

11 

12 

13 

H

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

Cl MAX

WIN

OCT.

1,917 

1,912

1,904

,904 

,901 

,897 

,894 

,890

,887 

,886 

,884 

,877 

,870

,864 

,858 

,853 

,852 

,850

1,845 

,838 

,830 

,822 

,816

,815 

,816 

,813 

,809 

,806 

,804

890.56 

-113

1,804

CALENDAR YEAR 

WATER YEAR 196

NOV.

1,801 

1,800

1,794

1,790 

1,786

1,786

1,783 

1,778 

1,773 

1,769 

1,764

1,764 

1,765 

1,761 

1,755 

1,750

1,746 

1,742 

1,741 

1,740 

1,736

1,733 

1,731 

1,732 

1,728 

1,728

888.21 

-76

1,728

DEC.

1,727 

1,724

1,715

1,715 

1,713

1,705

1,701 

1,694 

1,687 

1,686 

1,685

1,680

1,663 

1,657

1,657 

1,658 

1,654 

1,653 

1,653

1,652 

1,651 

1,651 

1,651 

1,645 

1,640

885.26 

-88

1,640

JAN.

1,640 

1,638

1,637

1,634 

1,635

1,631

1,632 

1,632 

1,629 

1,625 

1,624

1,623

1,622 

1,621

1,620 

1,620 

1,620 

1,620 

1,619

1,619 

1,618 

1,616 

1,616 

1,616 

1,616

884.42 

-24

1,616

3-64.... ................ *

FEB.

1,616 

1,615

1,618

1,617 

1,617

1,617

1,617 

1,618 

1,618 

1,617 

1,618

1,618

1,615 

1,614

1,613 

1,613 

1,612 

1,611 

1,611

1,610 

1,610 

1,610 

1,608

884.15 

-8

1,608

MAR.

1,609 

1,608

1,608

1,608 

1,610

1,643

1,655 

1,664 

1,671 

1,677 

1,681

1,683

1,688

1,691

1,693 

1,697 

1,698 

1,700 

1,700

1,700 

1,701 

1,703 

1,704 

1,705 

1,706

887.48 

+98

1,608

APR.

1,706 

1,706

1,731

1,771 

1,790 

1,799 

1,807 

1,812

1,817 

1,824 

1,825 

1,827 

1,829

1,830

1,836 

1,836

1,840 

1,841 

1,843 

1,848 

1,853

1,859 

1,860 

1,860 

1,860 

1,862

89E.51 

+156 

1,862 

1,704

MAY

1,861 

1,863

1,863

1,862

1,861 

1,860 

1,861 

1,863

1,865 

1,869 

1,870 

1,871 

1,870

1,871

1,869 

1,866

1,863 

1,860 

1,860 

1,863 

1,862

1,860 

1,858 

1,855 

1,852 

1,853 

1,852

892.21 

-10 

1,872 

1,852

JUNE

1,851 

1,851

1,853

1,854 

1,855 

1,852 

'1,851 

1,850

1,850 

1,855 

1,894 

1,924 

1,935

1,942

1,952 

1,956

1,959 

1,956 

1,958 

1,957 

1,957

1,956

1,956 

1,958 

1,956 

1,956

895.39 

+104

1,959 

1,850

JULY

1,956

1,949

1,947

1,938 

1,930 

1,926 

1,922 

1,919

1,920 

1,920 

1,918 

1,916 

1,913

1,907

1,897 

1,888

1,880 

1,871 

1,865 

1,860 

1,854

1,854 

1,847 

1,839 

1,832 

1,824 

1,817

891.11 

-139 

1,956 

1,817

AUG.

1,812

1,8O9

1,783

1,774 

1,766 

1,766 

1,766 

1, 758

1,754 

1,753

1,758 

1,758

1,758

1,748 

1,747

1,781 

1,783 

1,782 

1,781

1,784 

1,786 

1,793 

1,796 

1,799 

1,799

890.51 

-18 

1,812 

1,747

SEPT.

1,799 

1,794

1,782 

1,782

1,783 

1,783 

1,774 

1,771

1,765

1,765 

1,764

1,764 

1,761

1,759

1,758

1,756 

1,756

1,755 

1,752 

1,751 

1,750

1,751 

1,750 

1,746 

1,745 

1,743

888.70 

-56 

1,799 

1,743

-384 

-174

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

WIN

OCT.

1,742

1,740

1,740

1,740

1,736

1,733

1,730

1,726

1,723

1,722

1,721

1,715

1,712

1,707

1,703

1,702

1,702

1,697

1,694

1,691

1,688

1,686

1,684

1,683

1,682

1,678

1,676

1,674

1,672

1,671

886.31

-72

1,742

1,671

NOV.

1,671

1,667

1,665

1,661

1,659

1,659

1,658

1,658

1,654

1,651

1,650

1,648

1,646

1,645

1,641

1,638

1,636

1,638

1,634

1,634

1,634

1,631

1,628

1,626

1,627

1,626

1,626

1,627

1,620

884.55

-51

1,671

1,620

DEC.

1,615

1,610

1,607

1,601

1,600

1,600

1,598

1,598

1,597

1,596

1,594

1,593

1,594

1,592

1,590

1,584

1,583

1,582

1,582

1,581

1,580

1,579

1,579

1,580

1,579

1,578

1,578

1,577

1,577

1,576

882.99

-44

1,615

1,576

JAN.

1,577

1,578

1,580

1,580

1,581

1,580

1,579

1,578

1,579

1,580

1,578

1,579

1,577

1,576

1,574

1,575

1,571

1,567

1,564

1,562

1,563

1,564

1,564

1,563

1,558

1,554

1,549

1,545

1,544

1,542

881.80

-34

1,581

1,542

FEB.

,540

,538

,536

,538

,536

,536

,537

,536

,542

,550

,557

,560

,565

,568

,571

,571

,572

1,572

1,573

1,574

1,572

1,573

1,571

1,570

1,571

1,576

1,582

 

883.21

+40

1,582

1,536

MAR.

1,594

1,606

,620

,628

,635

,642

,649

,653

,656

,659

,664

,666

,671

,676

,681

,6.82

,681

,680

,682

,684

,683

,682

,681

,680

1,680

1,683

1,685

1,687

1,689

1,6-90

886.96

+108

1,690

1,594

APR.

1,692

1,731

1,813

1,905

1,986

2,082

2,146

2,177

2,197

2,216

2,231

2,241

2,248

2,276

2,338

2,355

2,368

2,376

2,383

2,387

2,392

2,395

2,402

2,411

2,416

2,420

2,421

2,424

2,425

908.31

+735

2,425

1,692

MAY

2,429

2,433

2,433

2,432

2,432

2,431

2,430

2,433

2,457

2,487

2,501

2,506

2,509

2,511

2,522

2,524

2,532

2,538

2,541

2,543

2,547

2,550

2,550

2,552

2,558

2,565

2,568

2,572

2,577

2, 7

912.01

+150

2,577

2,429

JUNE

2,575

2,574

2,572

2,573

2,576

2,579

2,575

2,573

2,571

2,570

2,570

2,580

2,599

2,624

2,638

2,640

2,640

2,644

2,646

2,646

2,646

2,648

2,645

2,644

2,648

2,650

2,653

2,654

2,654

913.89

+79

2,654

2,570

JULY

,652

,650

,655

,656

,657

,658

,655

,652

,650

,650

,651

,648

,647

,646

,641

,639

,642

,638

,634

,631

,625

,620

,615

,616

,612

,606

,602

,600

,598

'

9 2.53

-57

,658

,597

AUO.

2,596

2,590

2,585

2,578

2,572

2,567

2,571

2,571

2,567

2,560

2,554

2,547

2,541

2,534

2,531

2,523

2,516

2,508

2,503

2,497

2,497

2,492

2,484

2,475

2,467

2,463

2,463

2,463

2,455 

2,459

909.15

-138

2,596

2,455

SEPT.

2,457

2,453

2,449

2,450

2,453

2,462

2,457

2,451

2,447

2,445

2,446

2,448

2,444

2,437

2,433

2,431

2,428

2,428

2,425

2,423

2,426

2,431

2,432

2,431

2,433

2,431

2,425

2,421

2,417

908.09

-42

2,462

2,417

CALENDAR YEAR 1964. ................... * -64

WATER YEAR 1964-65. ................... * +674

t Elevatlo 

* Change 1
WHITE RIVER BASIN

7-0535. White River near Branson, Mo.

Location. Lat 36°35'51", long 93°17'42", in SE^NE^ see.22, T.22 H., R.22 W., on left bank 0.9 mile 

downstream from Table Rock Dam, 5 miles southwest of Branson, 7.4 miles upstrean from Missouri 

Pacific Railway Co. bridge, and at mile 527.8.

Drainage area.--4,02" sq mi.

Records available. July 1909 to December 1910 (gage heights and discharge measurements only), 

October 1951 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 696.00 ft above mean sea level, datum of 1929

(levels by Corps of Engineers). Prior to Jan. 1, 1911, chain gage at site 7.4 miles downstream 

at different datum. Oct. 1, 1951, to Mar. 6, 1952, staff gage at present site End datum.

Average discharge. 14 years, 3,050 cfs (2,208,000 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the 

following table:

Water 

year

1961

1963 

1964

1965

Maximum

Date

May 12, 13, 1961

Dec. 20, 1961

July 18, 1963 

Aug. 4, 1964

Aug. 35, 1965

Discharge 

(cfs)

33,000

7,840

4,010 

5,370

5,150

Gage height 

(feet)

a 20.70

b 13.55

c 13.70 

d 13.80

e 14.30

Minimum daily

Date

Aug. 13, 1961

Aug. 12, 19S2

June 15, 1963 

Aug. 8, 29, 1964

Several days

Discharge 

(cfs)

189

42

Gage height 

(feet)

-

-

Occurred May 11, 12, 1961. 

b Occurred Sept. 5, 1962. 

c Occurred Aug. 2, 1963. 

d Occurred June 19, 1964. 

e Occurred Aug. 18, 1965.

1951-65: Maximum discharge, 89,100 cfs Mav 16, 1956 (gage height, 36.9 ft); minimum prior 

to building Table Rock Dam, 24 cfs Sept. 20, 1954; no outflow from reservoir at various times 

since storage began.

Maximum stage known, 52.8 ft Apr. 16, 1945, from floodmark (discharge, 203,000 efs).

Remarks.--Records good. Records of discharge based on power releases, conduit releases, fish 

EsfEchery releases, and pool elevation at Table Rock Reservoir. Fish hatchery releases began 

Feb. 18, 1959. Some regulation by Table Rock Reservoir (see station 7-0534) since Sept. 9, 1956.

Cooperation. Records of daily discharge furnished by Corps of Engineers and reviewed by Geological 

Survey^

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER I960 TO SEPTEMBER 1561

1

3 

4 

5

6

7

9

11 

12

18

19 

20

26 

28 

30

MIN

2.330

2,220 

2,220

2.110

508

1,360 

468

878

317

«65 

1,520

,640

330

2,320

393

1,870

523

2,270

552

6,040

5,700

25,300

5,990

5,640

5,390

4, 030

4,180

349

1,100

822

730

1,850 

682

189

2,850

402

3,1°0

4BO

2,370

2,480

2,730 

2,730

460
WHITE RIVER BASIN

7-0535. White River near Branson, Mo.--Continued

DISCHARGE, [N CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

i

3

5

6 

7

8 

9 

10

11 

12

17

19

26 

28

3L

MIN

2,660

2,470 

2,640

2,450

2,000

2.050

2,010

2,130 

2,090

593

493

1.22C

605

6,u6&

4,1450

5,030

5,030

5,280

5,420

5,280

5.160

4,950

5,030

 S.120

5,060

4,520

3,280

2,810

1,790

3,100

500

4,020

3,680

3,860

660

3,700

3,700

3,730

3,670 

3,680

3,780

3,600

343

3,670

407 

3,930

It 110 

3,610

3,580

341

CAL YR 1961: TOTAL 1,788,272 MEAN 4,899 MAX 33,000 HIM 189 AC-Fr 3,547,000

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1<!62 TO SEPTEMBER 1963

DAY

1

2

4 

5

6

7 

8

9

15

19

20

25

26 

27

26

MIN

OCT.

\ 

3,260

435 

285

2,810

2,730 

471

193

NOV.

2,650

255 

2,090

255

DEC.

2,150

269 

2,960

50

JAN.

408

2,470 

1.480

230

FEB.

2,210

2,280 

2,380

51

MAR.

2,170

2,180

2,080

130

APR,

553

1,700 

1,870

MAY

2,080

2,080

41

47

JUNE

220

2,540

39

2,870

800

JULY

2,720

1,200

41 

912

3,210

2,080

2,890 

1,150

AUG.

2,290

3,170

925 

1,020

994 

983

224 

1,240

SEPT.

533

1,750 

1,970

233 

191

1,880 

1,930

1,350

344 

335 

1,680
180 WHITE RIVER BASIN

7-0535. White River near Branson, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2 

3

5 

6

B 

9

11

11

15

16 

17

LB

l<3

20

21

22

24 

25

26 

27 

28

31

MIN

2,030 

983

315

1,380 

1,510

1,480

535

3,540 

2,980 

2,680

685 

3,450

3,350 

47

47

48

50

1,130

1,630 

411

2,140

1,790 

253 

1,940

2,740 

2,900

1,940 

1,040

48

1,520

283

3,630

61 

2,320

2,760

2,870

1,600

481

1.600

738 

435

53

292

464

214 

123

58 

57

182

381

250

180 

48

520 

488 

649

265

870 

1,390

419

1,320

484 

191

720 

389

705

215

86

487

45

1,150

1,280 

L.170

337

1,530 

1,880

905

469

2,430

985

47 

48

746

3,430 

44

957

4,110

5,100

2,190

2.310

878 

885

3,060

44 

4,170

2,780

1,560

4,010

42

4,130

397 

206

46

3,030 

195

615 

404

44

4,030 

3,910

234

4,580

3,440 

43

185 

136

1,020

505 

48

1,050

456 

184

948

4,580

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2

4 

5

6 

7

9 

10

11 

12

14

16 

17

19

20

21 

22

26

MIN

OCT.

323

381 

3,000

790

1.460

1,830

46

NOV.

1,490

2,520

1,360

47

47

DEC.

689

687

588

52

JAN.

884

1.150

720

47

FEB.

1,060

481

49

MAR.

1,000

1,070

1,030 

33,027

51

APR.

818

44

1,140

81

1,250

MAY

42 

202

2,010

180 

2.100

JUNE

1,910 

1,870

2,290

42

1,430

JULY

2.310 

2,340

39

58

2,260

1,140 

401

AUG.

41 

2,520

2,670 

988

2,950

4,100 

2,850

3,460 

2.540

SEPT.

2.860 

2.280

139 

40

5.010

1,670 

39

1,680

220 

1,850

400

3,320

.596 MEAN 1,459 MAX 5,150 MIN 39 AC-FT 1,056,000
WHITE RIVER BASIN !

7-0545. Bull Shoals Reservoir near Fllppln, Ark.

Location. Lat 36°21'56", long 92°34i29", in NWj sec.21, T.20 N., R.15 W., at dam on Vhite River, 

6.3 miles northeast of Plippin, 12| miles downstream from Little North Fork, and at mile 418.6.

Drainage area. 6,036 sq mi.

Records available. January 1951 to September 1965.

Gage. Water-stage recorder. Datum of gage is at mean sea level, datum of 1929. Frier to July 20, 

T951, staff gage at same site and datum.

Extremes. Maximums and minimums (contents in acre-feet, elevation in feet) for the wster years 

1961-65 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

June 9, 1961 

Oct. 1, 1961 

Nov. 2, 8, 1962 

June 23, 1964 

Apr. 18, 1965

Contents

4,739,900 

2,982,800 

2,763,400 

2,665,000 

2,917,000

Elevation

685.13 

652.55 

647.51 

645.14 

651.07

Minimum

Date

Feb. 20, 1961 

Sept. 14, 1962 

Feb. 28, 1963 

Mar. 7, 1964 

Feb. 8, 1965

Contents

2,681,000 

2,675,400 

2,449,000 

2,351,000 

2,426,000

Elevation

64E.54 

645. 4U 

639.71 

637.13 

639.10

1951-65: Maximum contents, 5,366,100 acre-ft June 21, 1957 (elevation, 694.41 ft); minimum 

since bottom of power pool was first reached, 953,000 acre-ft Sept. 29, 1954 (elevation, 587.43 

ft).

Remarks. Reservoir is formed by concrete-gravity dam. Storage for purpose of filling to power

pool level began July 23, 1951, and bottom of power pool was first reached Mar. 13, 1952. Capacity between elevations 654.0 and 695.0 ft is 2,360,000 acre-ft and is reserved for flood-control 

storage. Reservoir is used for flood control, power development, and recreational purposes. 

Figures given herein represent total contents. Contents computed from daily readings at 

2400 hours to five significant figures prior to Oct. 1, 1963. Records of chemical analyses for 

the water years 1961-65 and water temperature for the water years 1961-64 are published in reports 

of the Geological Survey. Data regarding dam and reservoir are given as follows: Elevation at 

top of spillway gates, 695.0 ft (capacity, 5,408,000 acre-ft); crest of gated spillway, 667.0 ft 

(capacity 3,683,500 acre-ft); top of designated power pool, 654.0 ft (capacity, 3,048,000 

acre-ft); bottom of designated power pool, 628.5 ft (2,045,000 acre-ft); and bottom of lowest 

outlet, 477.1 ft (8,410 acre-ft).

Cooperation.--Records furnished by Corps of Engineers.

city table, wate

637 2,

640 2,

645 2,

1961-65 (elevation, in feet, and

3,579

3,843

4,124

4,419

4,796

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

il)

MAX

MIN

OCT.

2,933.8

2,930.3

2,928.1

2,929.8

2,929.4

2,930.7

2,930.7

2,931.2

2,928.1

2,927.6

2,927.2

2,927.2

2,926.8

2,927.6

2,927.2

2,924.1

2,922.8

2,923.7

2,923.7

2,922.4

2,921.5

2,920.6

2,918.8

2,919.3

2,921.5

2,923.7

2,924.6

2,921.5

2,919.3

2,919.7

2, 915.8

651.04 

-17.1

2,933.8

2,915.8

NOV.

2,914.4

2,912.2

2,809.2

2,907.4

2,906.1

2,902.6

2,899.0

2,896.6

2,896.4

2,892.4

2,893.3

2,892.9

2,893.3

2,892.9

2,898.2

2,896.4

2,895.1

2,894.2

2,892.4

2,890.7

2,890.2

2,893.8

2,892.4

2,888.9

2,885.4

2,881.4

2,877.5

2,877.9

2,870.4

2,868.3

649.96

2,914.4

2,868.3

DEC.

2,864.8

2,861.4

2,859.3

2,859.3

2,863.1

2,871.3

2,874.8

2,877.0

2,875.3

2,890.2

2,911.4

2,914.9

2,915.8

2,920.2

2,923.7

2,923.2

2,923.2

2,923.7

2,922,8

2,922.8

2,921.0

2,918.0

2,914.9

2,914.9

2,916.6

2,915.3

2,914.0

2,912.7

2,910.0

2,907.0

2,906.5

650.83

2,923.7

2,859.2

JAN.

2,902.1

2,900.4

2,896.4

2,893.3

2,890.2

2,887.6

2,883.2

2,877.0

2,870.0

2,864.4

2,858.0

2,851.9

2,846.4

2,843.3

2,836.5

2,832.2

2,827.9

2,826.1

2,819.7

2,816.7

2,808.5

2,802.1

2,796.5

2,791.3

2,782.7

2,777.3

2,769.7

2,763.4

2,757.1

2,752.1

2,747.5

647.13

2,902.1

2,747.5

FEB.

2,741.2

2,737.8

2,730.2

2,724.4

2,718.9

2,710.9

2,706.3

2,697.5

2,691.8

2,684.4

2,680.0

2,688.9

2,689.3

2,689.3

2,689.8

2,689.3

2,685.7

2,687.7

2,684.0

2,684.8

2,686.5

2,686.9

2,693.0

2,695.5

2,696.4

2,698.0

2,700.8

2,703.4

 

646.08

2,741.2

2,682.0

MAH.

2,704.2

2, 705.0

2, 705.9

2,705.9

2,732.8

2,762.2

2,784.9

2,801.2

2,810.2

2,816.7

2,824.9

2,829.6

2,833.5

2,838.6

2,842.1

2,841.6

2,840.8

2,843.3

2,843.8

2,849.8

2,856.7

2,866.6

2,874.4

2,881.9

2,888.0

2,885.4

2,892.4

2,891.1

2,889.8

2,884.5

650.54

2,893.8

2,704.2

APR.

2,914.0

2,932.5

,943.5

,954.5

,962.5

,967.9

,969.3

,971.5

,982.3

,985.0

,985.0

,991.3

2,992.2

2,995.4

2,996.3

2,993.6

2,987.7

2,984.1

2,979.2

2,973.3

2,968.4

2,967.5

2,963.4

2,958.9

2,956.7

2,954.5

2,951.0

2,950.1

2,953.2

2,960.3

652.05

2,996.3

2,914.0

MAY

2,975.6

2,979.2

2,980.5

3,002.1

3,083.9

3,137.2

3,327.6

3,439.5

3,522.0

3,585.6

3,644.7

3,701.9

3,758.2

3,813.3

3,860.1

3,894.7

3,929.9

3,961.5

4,014.0

4,060.4

4,114.3

4,2O9.9

4,302.6

4,359.0

4,407.6

4,451.0

4,493.4

4,534.0

4,568.9

4,607.0

4,640.1

683.57

4,640.1

2,975.6

JUNE

4,647.0

4,655.8

4,666.4

4,675.4

4,703.1

4,717.3

4,734.1

4,738.6

4,738.0

4,734.1

4,730.2

4,723.8

4,718.0

4,711.5

4,699.3

4,683.8

4,673.5

4,662.6

4,648.9

4,631.4

4,610.8

4,588.3

4,565.8

4,544.5

4,526.0

4,506.9

4,486.7

4,467.6

4,447.3

4,425.2

680.10

4,738.6

4,425.2

JULY

4,396.2

4,365.0

4,332.0

4,299.0

4,272.5

4,844.1

4,215.8

4,187.5

4,156.9

4,127.5

4,098.8

4,075.2

4,049.1

4,027.6

3,998.2

3,968.8

3,938.2

3,909.0

3,880.4

3,855.7

3,827.3

3,801.4

5,777.1

3,750.1

3,725.6

3,698.3

3,670.4

3,639.5

3,605.5

3,573.9

3,543.8

664.31

4,396.2

3,543.8

AUG.

3,513.O

3,477.0

3,444.5

3,411.7

3,377.5

3,342.9

5,307.9

3,276.2

3,245.0

3,206.2

3,168.1

3,126.3

3,085.3

3,056.2

3,044.4

3,029.1

3,019.2

3,013.8

3,014.3

3,013.8

3,009.3

3,016.1

3,017.9

3,017.0

3,016.5

3,015.6

3,012.0

3,009.8

3,006.6

3,003.5

3,004.4

653.03

3,513.0

3,003.5

SEPT.

3,003.5

3,002.1

2,998.1

2,994.0

2,99E.4

2,996.7

2,995.8

2,995.8

2,996.7

2,994.5

2,993.6

2,994.9

3,003.0

3,001.2

3,003.0

3,002.6

2,999.9

2,998.5

2,998.5

2,996.7

2,998.1

2,994.5

2,993.1

2,994.U

2,989.5

2,988.2

2,988.2

2,986.4

2,984.1

2,982.8

652.55 

-21 . 6

3,003.5

2,982.8

CALENDAR YEAR 1960 ............ .... . * +236 8

WATER YEAR 1960-61 .................... t +49 .9

t Elevation, in feet, at end of month.
WHITE RIVER BASIN

7-0545. Pull Shoals Reservoir near Flippln, Ark. Continued

CONTENTS , IN THOUSANDS OP ACRE-FEET, AT 2400 HOURS, WATER YEAH OCTOBER 1961 TO SEPTEMBER 1962

2,951.4

2,956.2

2,971.5

2,973.8

2,906.5

2,910.9

2,911.4

2,917.5

2,917.5

2,784.4

2,778.1

2,950.1

2,949.2

2,946.6

2,945.2

2,947.4

2,946.1

2,946.6

2,946.6

2,944.4

2,943.5

2,861.8

2,853.7

2,846.4

2,839.5

2,831.3

2,824.9

2,896.4

2,912.7

2,919.3

2,918.4

2,919.3

2,918.8

2,944. 

2,942.

2,910.5 2,936.S

651.83

-32.3

2,977.4

2,948.3

650.92

-46.2

2,954.0

2,907.4

651.52

+26.4

2,955.4

2,898.2

647.94 

-155.4 

2,929.8 

Z.781.E

£49.75

f77.8

2,859.3

2,748.7

651.76

+88.1

2,947.4

2,869.6

CALENDAR YEAR 1961. ...................

WATEK YEAR 1961-62 .................... *

t Elevatlo 

* Change 1

CONTENTS, IN THOUSANDS OP ACRE-FEET. AT 24uO HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1965 

OCT. NOV. DEC. JAN. FEB. MAR. APR. MAY JUNE JULY AUG.

2,725.1

2,715.1

2,708.4

2,714.7

2,712.2

2,708.8

2,704.2

2,698.0

2,686.9

2,674.6

2,666.4

2,660.6

2,650.8

2,648.8

2,644.7

2,636.5

2,629.5

2,624.6

2,617.6

2,615.2

2,611.3

2,611.7

2,615.2

2,603.0

2,604.6

2,607.3

2,607.7

2,611.7

2,616.4

2,610.9

2,608.5

2,610.1

2,611.3

2,584.0

2,686.4

2,582.5

2,579.7

2,578.5

2,758.8 2,603.4

647.40

+58 .0

2,716.4

2,758.8

646.60

-33.6

2,761.7

2,722.3

643.63

-121.8

2,726.0

2,599.0

641.92

-67.6

2,616.4

2,535.8

639.78

-84.2

2,534.3

2,451.6

643.20 

+134.8 

2,586.4 

2,452.4

641.83

-54.1

2,591.9

2,532.3

646.20 

+176.1 

2,708.4 

2,522.8

646.65

+18.9

2,757.5

2,656.5

644.35

-94.9

2,723.1

2,629.9

CALENDAR YEAR 1962.................... * -307.1

WATER YEAR 1962-63.................... * -194.2
WHITE RIVER BASIN 

7-0545. Bull Shoals Reservoir near Flippln, Ark. Continued

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOTJRS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

(-0

(*)

MAX

MIN

OCT.

2,506

2,505

2,505

2,501

2,497

2,499

2,496

2,494

2,492

2,490

2,488

2,487

2,486

2,484

2,484

2,4U5

2,482

2,482

2,480

2,478

2,475

2,471

2,470

2,468

2,467

2,466

2,468

2,466

2,464

2,461

2,458

639.95

-49.0

2,506

2,458

NOV.

2,457

E,4S4

2,453

2,452

2,452

2,451

2,449

2,447

2,445

2,445

2,444

2,442

2 , 440

2,438

2,435

2,435

2,436

2,434

2,433

2,433

2,433

2,439

2,435

2,435

2,435

2,433

2,431

2,432

2,428

2,427

639.12

-31.0

2,457

2,427

DEC.

2,427

2,425

2,424

2,423

2,422

2,421

2,421

2,422

2,416

2,416

2,418

2,417

2,417

2,416

2,415

2,414

2,414

2,410

2,410

2,410

2,408

2,410

2,406

2,407

2,407

2,4O«

2,407

2,406

2,406

2,402

638 .51

-24.0

2,427

2,402

JAN.

2,401

2,401

2,401

2,400

2,399

2,398

2,395

2,396

2,392

E,388

2,390

2,389

2,385

2,384

2,382

2,380

2,379

2,377

2,378

Z, 378

2,377

2,377

2,376

2,376

2,373

2,373

2,373

2,370

2,369

2,369

637.58

-55.0

2,401

2,368

FEB.

2,367

r,36E

,365

,364

,369

,368

,566

,366

,367

,365

,363

,365

,365

,363

,365

,363

,364

,366

,363

,363

2,362

2,362

2,362

2,361

2,361

2,359

2,358

2,357

2,357

637.27

-11.0

2,369

2,357

MAR.

2,357

2,356

2,356

2,357

2,354

£j 354

2,355

2,359

2,433

2,449

2,454

2,460

2,464

2,469

2,471

2,473

2,473

2,473

2,478

2,482

2,483

2,484

2,486

2,489

2,496

2,492

2,493

2,495

2,497

2,500

2,503

641.08

+146.0

2,503

2,354

APR.

2,502

2,500

2,501

2,504

2,56O

2,583

2,593

2,598

2,601

2,602

^,605

2,608

2,612

2,614

2,614

2,615

2,616

2,616

2,618

2,618

2,621

2,622

2,622

2,625

2,630

2,634

2,637

2,640

2,638

2,639

644.52

+136.0

2,640

2,500

MAY

2,640

2,641

2,643

2,642

2,641

2,644

2,643

2,647

2,647

2,650

2,654

2,656

2,657

2,657

2,659

^,658

2,659

2,655

2,651

2,644

2,634

2,628

2,626

2,628

2,627

2,629

2,629

2,625

2,624

2,623

644.11

-17.0

2,659

2,622

JUNE

2,621

2,620

2,618

2,619

2,627

2,629

2,629

2,629

2,625

2,625

2,625

2,622

2,634

2,639

2,641

2,645

2,656

2,658

2,661

2,662

2,663

2,662

2,662

2,661

2,658

2,656

2,656

2,655

2,655

2,654

644.88

+32.0

2,663

2,618

JULY

2,653

2,650

2,651

2,651

2,651

2,648

2,648

2,648

2,646

2,642

2,646

2,643

2,641

2,636

2,633

2,630

2,624

2,624

2,621

2,617

2,613

2,604

2,598

2,590

2,588

2,587

2,582

2,575

2,574

2,571

642.58

-92.0

2,653

2,562

AUG.

2,556

2,554

2,538

2,531

2,526

2,517

2,514

2,516

2,514

2,507

2,512

2,509

2,505

2,511

2,511

2,511

2,508

2,506

2,504

2,504

2,522

2,528

2,527

2,526

2,526

2,533

2,531

2,542

2,544

2,545

2,546

642.18

-16.0

2,556

2,504

SEPT.

2,543

2,540

2,533

2,529

2,530

2,529

2,528

2,524

2,527

2,523

2,522

2,520

2,519

2,517

2,515

2,515

2,523

2,524

2,523

2,523

2,523

2,524

2,525

2,524

2,521

2,521

2,522

2,522

2,522

2,522

641.58

-24.0

2,543

2,515

CALENDAR YEAR 1963.................... * -200.0

WATER YEAR 1963-64.................... * +15.0

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER ffiAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(t)

(*)

MAX

MIN

OCT.

2,520

2,520

2,519

2,518

2,515

2,514

2,512

2,511

2,509

2,507

£,506

2,506

2,507

2,504

2,506

2,505

2,505

2,504

2,504

2,504

2,503

2,503

2,502

2,501

2,500

2,501

2,502

2,502

2,502

2,500

2,499

640.98

-23.0

2,520

2,499

NOV.

2,499

2,498

2,498

2,498

2,497

2,496

2,498

2,498

2,496

2,496

2,495

2,494

2,494

2,492

2,490

2,491

2,493

2,490

2,487

2,485

2,482

2,482

2,480

2,479

2,477

2,478

2,482

2,481

2,481

2,474

640.35

-25.0

2,499

2,474

DEC.

2,472

2,470

2,468

2,464

2,466

2,464

2,465

2,463

2,460

2,460

2,457

2,460

2,458

2,456

2,453

2,455

2,452

2,448

2,449

2,447

2,446

2,444

2,443

2,444

2,444

2,443

2,440

2,439

2,439

2,440

639.43

-36.0

2,472

2,438

JAN.

2,438

2,445

2,446

2,445

2,444

2,445

2,446

2,445

2,449

2,448

2,447

2,446

2,445

2,446

2,448

2,448

2,446

2,443

2,445

2,446

2,447

2,449

2,449

2,444

2,445

2,445

2,446

2,438

2,436

2,435

2,429

639.19

-9.0

2,449

2,429

PEE.

2,431

2,431

2,432

2,434

2,429

2,428

2,427

2,427

2,449

2,463

2,470

2,470

2,472

2,472

2,471

2,473

2,472

2,472

2,473

2,472

2,472

2,470

2,462

2,462

2,454

2,455

2,456

2,457

______

-__. 

639.91

+28.0

2,473

2,427

MAR.

2,465

2,473

2,479

2,480

2,481

2,482

2,483

2,484

2,486

2,486

2,486

2,489

2,490

2,492

2,490

2,490

2,493

2,489

2,484

2,482

2,482

2, 80

2, b

2, 4

2, 1

2, 0

2, 0

2, < 2

2, 5

2,4 6

2,4 9

640.48

+22.0

2,493

2,465

APR.

2,481

2,526

2,606

2,669

2,702

2,764

2,787

2,805

2,807

2,817

2,823

2,830

2,830

2,842

2,893

2,903

2,909

2,917

2,914

2,906

2,902

2,894

2,885

2,886

2,892

2,884

2,874

2,864

2,857

2,846

649.45

+367.0

2,917

2,481

MAY

2,847

2,848

2,833

2,817

2,798

2,785

2,774

2,777

2,820

2,844

2,850

2,852

2,855

2,858

2, 862

2,874

2,881

2,881

2,891

2,895

2,891

2,892

2,896

2,886

2,877

2,881

2,879

2,870

2,866

2,867

649.83

+17.0

2,896

2,774

JUNE

2,862

2,860

2,854

2,852

2, 852

2,854

2,854

2,851

2,853

2,856

2,857

2,861

2,883

2,889

2,893

2,896

2,896

2,896

2,897

2,898

2,896

2,896

2,900

2,903

2,903

2,903

2,904

2,906

2,900

2,902

650.72

+39.0

2,906

2,851

JULY

2,901

2,898

2,899

2,900

2,901

2,911

2,912

2,909

2,909

2,908

2,910

2,907

2,897

2,902

2,904

2,902

2,901

2,900

2,900

2,903

2,896

2,886

2,869

2,868

2,867

2,860

2,861

2,864

2,864

2,861

J

649.77

-42.0

2,912

2,860

AUG.

2,858

2,858

2,847

2,834

2,824

2,823

2,836

2,836

2,837

2,832

2,827

2,819

2,808

2,805

2,806

2,805

2,795

2,790

2,783

2,786

2,787

2,790

2,792

2,789

2,781

2,767

2,765

2,764

2,764

2,760

2,770

647.67

-90.0

2,858

2,760

SEPT.

2,775

2, 780

2,783

2,782

2,787

2,794

2,788

2,786

2,784

2,788

2,787

2,787

2,786

2,782

2,788

2,793

2,796

2,794

2,795

2,799

2,804

2,815

2,822

2,826

2,827

2,828

2,833

2,835

2,837

2,841

649.32

+71.0

2,841

2,775

CALENDAR YEAR 1964 .................... * +35.0

WATER YEAR 1964-65 .................... * +319.0

in thousands of
WHITE RIVER BASIW

7-0550. White River near Flippin, Ark.

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961

19K3 

1964

1965

Maximum

Date

Aug. 11, 19tl 

July 13, 1962 

July 24, 1963 

Ausr. 3, 1964

Aug. 26, 13PE

Discharge 

(cfa)

21,500 

16,300 

18,300

25,100

Qage height 

(feet)

11.73 

10.lt 

10.6K 

12.37

12.81

Minimum daily

Date

Nov. 13, I960 

Aug. 26, 1962 

Jan. 9, 1963 

Feb. 23, Mar. 1

June 20, 1S65

Discharge 

(cfs)

199 

627 

406

263

306

Gage height 

(feet)

|

-

1928-65: Maximum discharge, 215.000 efs Apr. 17, 1945 (gage height, 39.82 ft); minimum daily, 

90 cfs Aug. 3, 1949, caused by temporary storage behind Bull Shoals Dam upstreem.

Maximum stage known, 45.4 ft Apr. 16, 1927, original site and datum, or abort 41 ft, present 

site and datum (discharge, 240,000 cfs, from data by Corps of Engineers).

Remarks.--Records good. Plow completely regulated since July 24, 1951, by Bull Shoals Reservoir

(see station 7-0545). Prior to this'date some regulation at low flow by Lake Taneycomo 100 miles 

upstream (rapacity, 23,700 acre-ft). Some regulation since Sept. 9, 19S6, by Table Rock Reservoir 

(see station 7-0534), and since Dec. 26, 1963 by Beaver Reservoir (see station 7-0496.9).

Revisions.--W3P 927: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

i

4

5

?

9 

10

11 

H

\S

16 

17

11

24

26

29 

30

MAX 

MIN

-. 

*' 3aU

2, ICO 

2,280

2,080 

2.41C

2,520

2,580

2.4UO

1,810

1,490

2, 11C

1,170

1.T6C

2,020

641

1,020

580

2,140

2,940

2,300

\',lll 

195

1.84C 

35!

1,200

I.'HC

1,1"C

1,690

3,000

1,070

1,220

3,U4&

534

2,440

'

4,830

3,840

4,510

4,830

4,890

4,740

 

2,440

4,200

3,750

3,000

1,780

1,390

8C6

600

2,780

2,670

2,200

2,280

5,490 

8,330

600

3^0

10,300

10,400

11,500

11,200

11,200

5,500

3,310

9,090

7,140

7,270

6,590

6,3"»0

6,680

6,300

6,280

11, 0

12,800

13,900

15,600

16,200

19,900

19,300

19,300

- 

8,050

17,400

16.200

16,800

18,300

17,700

18,600

18,300

18,000

16,?00

18,000

21,200

17,400

9,450

1,840

3,030

2,880

4,280

1,840

3,020

2,940

2,710 

2,860

2,640

2.120

2,120

2.260

2,610

2,820

3,080 

2,490

 

2,070

M Expressed in thousands.
WHITE RIVER EASIH

7-05SO. White River near Plippin, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 196?

1

2

5

6

7

9 

10

11 

12

14 

15

16 

17

19 

20

21

24 

25

28 

29

31

TOTAL

MAX

MIN

2,440

2,540

1,990 

1,370

1,750

1,880 

2,060

1,950

2,370

3,610 

1,370

2,160

2,340

2,520

2,600

2, 820

3.44C

11,700

8,700

5.1TO

11,700

3,<i7C

10,500

10,700

11.000

11,200

11,000

4,110

-----

11,700

8,580

8,710

8.170

4,710

2,370

9,420

2,120

3,820

6,980

10,000

7,340

9,670

5,510

4,490

9,740

4,880

4,720 

3.75G

5,030

5,360

| __ 

1.63T

...10 

2,210

2,1.10

4,520

10,200

3,150

7,260

3,810

7,030

1,320

6,000

5,000

7,260

1.61C

3,850

2.050 

3,830

6,230 

",BOO

1,820

3,160

1,970

6,580

,046 MEAN 7,

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

5

6

7

9

11 

12

14

17 

18

22 

23

25 

26

28 

29 

30

31

MAX 

MIN 

AC- FT

2,270 

3,270

1.540

3.2BO 

4.220

2.780

3.310 

3,300

2,870

2,610

1,180

1,720

5,520 

1,180 

172,200

8 BO 

1,300

3,110

2,120

1.650

890

2,800

_____

5,120 

880 

151,100

790

5,280

4,800

860

1,200

1,170

8,040 

560 

255,700

2,910

2,580

5,600

.310

.580

8,380 

406 

187,400

1,910

1,100

6,130

 

7,630 

BIO 

202,600

MAR.

1,220

658

2,180

2,770

762

4,440 

501 

125,600

APR.

2,120

677

6,130

3,090

2,820

6,130 

677 

179,900

MAY

 

4.400

958

2,160

1,300

2.19C

4,400 

603 

99,130

JUNE

1,260 

618

808

990

2.860

608 

231,900

JULY

4, BOO 

7.860

5,760

2,850

3,020

3,650

585 

224,800

AUG.

5,190 

7,260

7,310

1,300

1,530

2,390

754

608 

17"5,500

SEPT.

698 

698

95 L

5,080

511

2,130

866 

518

500 

124,400

CAL YR 1962: TOTAL 1,894,917 MEAN 5,192 MAX 11,700 MIN 560 AC-FT 3,759,000
WHITE RIVER BASIN 

~-0^5u. White River n^ar Fltpr 1 <i, Ark.

1

2 

3

4

5

6

7 

B

9 

10

11 

12

18 

19

22 

23

25

26 

27

28

31

MAX 

MIN

_. ° '

1,870

1,850 

1,860

1.020 

1,980 

2,650

2,920 

2.870

4 520

5.110

4,640 

1,860 

1,110

2,270

5,110 

161,400

f1.47C

i.540

1,700 

1,480 

2.220

1,350

BOB

1,820

1 100

3. 700

2,00" 

3,190

115,100

2.C7C

1.550 

648 

574

2.150 

1,560

3,160

902

710 

2,720

l.7?n

i.300 

1,830

1,580 

86 B

596

1,110

I-IC"

1.7BO 

1,080

517

1-01C1

483

"

" _ _

616 

1.360

905

',630

480

72C

550

-~'-

1-T30

804 

l.COO

808 

528

882

288

2"=

2,570 

1,360

611

4,660

5.240

1,240

. _

SCK

4.630

2 290

3.010

3.110

'.000

2=1

3.730 

1,570

1,0*0

0.380

8,410

1C.-OC

705

1 .310 

1.300

3,800

824 

464

1,570

6,3«0 

7.55C

586

559 

474

1,280

3,750 

2,<)1C

l,2BD

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

3

4

5 

6

8 

9

11

14 

15

16 

17

19 

20

21

26 

27

2B

30 

31

MAX 

MIN 

AC-FT

OCT.

1,490

668

2,700 

2-010

756

1,760 

1.850

1,820 

2.310

1.510

102.100

NOV.

744

2,160

818 

2,190

4,180 

5,040

710 

2,110

133,000

DEC.

4,830

5,510

1.470 

1,600

1,650 

BIB

793 

853

126,700

JAN.

606

502

1.530

2,680

3,130 

3,110

141,800

FEB.

2,810

) ,520

1,750

r:

2,830

122,300

MAR.

l.SBtl

2,500

1,450

2.660

143,200

APR.

1.100

1-000

4,030

7,000

230, "00

MAY

1 .280

C.070

762

B41

7,120

304. 30C

JUNE

5.130

6,980

3,280

»,020

836

184,800

JULY

3.120

1.810 

162

5.450

2,180

5.2SO

207,800

AUG.

774

6,820

Q.680

035 

2.650

0,300

12,800 

8.310

'4P2 

313,900

SEPT.

1,670

662

620

7,090 

7,lflO

535

360

BOB

861

426

984 

1,880

107,100
Drainage area.--Ba5 sq mi

Records available. --October ly39 to September 19fcb.

Gage_.--Water-stage recorder. Datum of gage is £60.35 ft above mean sea level, datum of 1929. Prior 

tu Mar. 1, 1940, wire-weight gage at same site and datum.

Average discharge. £6 yearfa , I,ud4 cfs (V48,6uo acre-ft per year).

Extremes. Maximums and minimums (discharge in cudic J'eet per second, gage height in feet).

id peafc discharges above base I i; 000 cfs), water years 19S1-65 ^^

iySy-65: Maximum discharge, lnO.JUL el's Api . 15, U4b (gage height, 41.00 ft), from rating

:urv. extended above 69.0UO cfs b.v logcti'ithriiie piuttitig; minimum, 6.6 ci's oept. 16, 17. 20, 1954.

stage known, 50.E ft in August 1915. from iniurination by Corps of Engineers.

Remarks.--Records good.

Revisions (water years ). WSP 1211: lyi5(M), 1949(M).

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

2

4

7 

8 

9

L2 

13

15

17

18

20 

21

24

26

28 

29 

30 

31

HIN

IN. 

AC-rl

OCT.

 

63

58

56

49

47

_i

61

58 

61

61

61

58 

58 

bl

47

.OH

______

53

53

51

51

92

m

109

L06

89 

86

~T, 5T4

51 

,11

 

31

78

1,770

3,740

655

2Bi>

233

229

78 

!_ »£

_~_

233

225

245

261

289

;;;

205

17C

Io3

_ _ _ _

IfcO

.32

FEB

- 156

163

166

184

370

424

,230

_ ___

- -

15o

. '5

., MAR.

1,570

I, 160

8, 310

2, ICC

1,050

1,410

1,340

1,450

1,060

 

5,«10

3,010

1.410

3,820

U970

1,160

870

555 

530

_ 

3 35

«AV MAY

1.450

11,100

16.<M)0 

11,100

3.<HO

1,810

1,260

3,010

3,210

1,800

1,090 

930

t).9l

650

535

388 

338

317

265

233

188

152

138

129 

122

_____

.42

116

109

100

166

149

138

205

666

217

269

3<?7

241 

202

180

.31

132

25

13

03 

00 

= 5

SI

8<> 

86

132

305

156

163

142

^ 

113

"&

86 

.20

105

97

83

83 

81 

81

78

70 

73

810

321

156

113

106 

100

109 

122 

113

4,838

70 

.20 

.22
WHITE RI\TER BASIN

7-0560. Buffalo River near St. Joe, Ark.--Continued

DISCHARGE! IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1 

2

4 

5

6

7

8 

9 

10

11 

12

15

21 

22

24 

25

26 

27 

28 

29

30 

31

TOTAL 

MEAN 

MAX 

MIN 

CFSM 

IN.

125

29 

Ib

13 

13

100

86 

83 

83 

83 

83 

1C*

3,584

83 

Il64

423

289 

233

205 

188

1,010

Iil20 

870 

684 

580

20.574 

.83

3*3

840 

5,770

4.20U 

3.31C

1,200

660 

620

438

47,888 

1.87

330

720 

580

500

6,380

2,240 

2,730

1,370

1.81

565 

515

446

384

388

3,740 

2,820

1.18

840 

774

446 

485

,610 

,570

,890

1.28

990

900 

840

744

678 

684

1,090

1.55

424

233

188 

156

125 

125

163 

184

.46

188

129

116

188 

555

213

.23

221

188

92

152

86 

83

83

89 

113

.15

670

774

191

113

81

63 

58

56

58 

63

.38

119

334 

415

610 

438

343

840 

615

410

317 

281

241 

180 

142

.44

CAL YR 19611 TOTAL 475,032 MEAN 1,301 CFSM 1.58 IN 21.41 AC-FT 942,200

OrSCHARGE, [N CUBrC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

5

6

7

8 

9 

10

LI 

12

16 

17

23 

24 

25

27 

26

MEAN 

MIN

IN.

1,020

4U6

1,080

75b 

602

1,300 

1.720

580 

495

430

341 

309

788

394

309

358

345 

333

261 

253

197 

190 

186

183

ISO

166

162

158 

155

131

265 

273 

265

237 

225

>08

293

408

390

358

249

186 

180 

180

152 

152

1EAN 615 

1EAN 316

131

122

122 

125

108

92 

92

95

105 

108

MAX 

MAX

1,110

1,010

980 

1.240

848 

1,200

1,080 

912 

815 

725

580 

535

3,380 

5,890

358

241

233 

222

183

146 

134 

134 

140

166 

208

<IN 13

350

269

237

208

98

85 

80 

80 

78

3,270 

2,120

78

CFSM

JUNE

293

108

108 

108

194

134

112

105 

95 

92

80 

78

73

73

38 IN

JULY

59

57

51 

51

51

49 

51

36

41 

41

39 

39 

35 

33

29 

26

61

26

.06

AUG.

43

26

23

22 

22

20 

18

18

16

14 

14

14

13 

13 

13 

13

13 

13

13

13

.03

SEPT.

14 

13 

13

14 

20

22 

23 

27

29 

29 

27

31 

33

29 

27

27

26 

23 

22 

20

18 

18

17

33 

13

.03
WHITE RIVER BASIN

7-0560. Buffalo River near St. Joe, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

L

2

4

!

10

2 

3

4 

5

6

7

8 

9

I 

2

3 

4 

5

6

7 

8 

9 

0 

1

ME N 

MA 

MIN

IN.

AC-FT

OCT.

16 

16

16

15 

14

14

13

13 

13

13

13 

13

14 

18

17

13 

13

11

439

14.2

18 

13

.02 

871

13 

13

13

13 

13

13

13

13 

13

13

14

39 

39

39 

36

11

39 

13 

.02 

.03

31

29

23

22 

22

33

39 

43

45

47

49 

51

45 

41 

35 

41 

36

51 

.05

36

36

36

33

?5 

31

31

29

24 

24

2<=

27 

29

36

.05

31

29

78

162

134 

134

125

118

92

QO

85 

82 

75

.17

II

71

67

a.e-jj

I. 1LC 

815

515 

460

1,030 

1,680

1,110

880

590

2.20 

2.53

460

2,960

17,200 

6,110

1,450

1,420 

1.200

= 12 

785

515

500

540 

555

3.51

381

2V7

233

218

8,550

1.84C 

1,420

<312 

646

265

194 

176

152

1,316 

1.84

137

16

12

55

-tB

88 

80

73

6«

76

65

57

55

.11 

.12

51

51

47

45

49

45 

45

45 

45

41

31

 "

26 

24

.C5 

.^5

20 

20

18

17 

If.

16

31

333<;

3^

35

51

45

51

31-1 s 

5C5

261

is 

.11 

. 12

5 , t o i

1 C C 

146

115

ICO 

"0

se

65

5 C 

54

5<i

51

57

»

C C 

143

2,534

1 - 

1

. 1

s,c U

1

2 

3

4 

5

6

7 

8 

9 

10

11 

12

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24

26 

27 

28 

29 

30 

31

MAX 

HIN 

CFSM 

IN.

122

110 

101 

B9

87 

80 

78

71

65 

63

50 

46

46 

45 

45 

43

38 

38

38 

36

36 

.08 

.09

35

35

35

40 

3B

41

41 

41

63

59

182 

248 

220 

166

132

35 

.11 

.12

220 

171

254

189

177 

165

L15 

L12

110 

105 

103 

98

89

82

82 

.18 

.20

85 

1,360

535 

386

1,140

1,C80 

B80

335 

310

290 

268 

262 

265

244

85 

.61 

.71

MAT YR 1965: TOTAL 230,973 MEAN 633

195

165

8,310

4.200 

3,010

668 

565

508 

454 

414

382

150 

1.44 

1.50

MAX

- "A "'

2,550

1,40 

1,380 

1,080

815 

719

651

565

5C8 

466 

43 a 

418

1,560

418 

1.25

,PP

 

9,700

3,740 

3,210

2,550 

2,300

1,300 

1.1LO

945 

815 

69C 

602

422 

2.62

9,700 HIN 35

318

254 

237

6,900 

,820

522 

634

912 

612 

462

386

1,240

212 

1.45

CFSM

570

4r 6

418 

430

300

310

508 

410

342 

2°3

258 

667

237

.69

482

618

442 

342

212 

18?

IMS 

177

180 

171 

147 

138 

120

105

96

89

8° 

.37

71

65

63 

jl

52

52

5"

ill 

11 

67

63 

63 

65

lS

66.8 

115 

46

.08

4f'2 

386

1 C 2

156 

125

8<i 

82

76 

6 = 

65

2,6^ 

1,^80 

345 

5t"=

3°0

171

2,68G 

65 

.42

66 IN 8.92 AC-FT 392,400 

,77 IN 10.41 AC-FT 458,100
WHITE RIVER BASIN

7-0570. Buffalo River near Rush, Ark.

Location. Lat 36°07', long 92°33>, in NE^ sec.15, T.17 N., R.15 W., on left bank n.8 mile upstream 

from Rush Creek, 1.5 miles southeast of Rush, and at mile 24.3.

Drainage area. 1,091 sq mi.

Records available.--October 1928 to September 196 C.

Average discharge.--37 year1!, 1.29R cfs (938,300 acre-ft per year I.

Extremes. -Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (14_, Opq_ cf si, water years 1961-65

Date

Mar. 6, 1961

May 6, 1961

Jan. 23, 1962

Water year

1=161 dot

1962 Aue

196? Aup

Time

3330

1130

0330

. Id,

. 'M-

. W,

Dlachargp

16,000

* 61, 7'""!

 <- 9,570

Date

14, I960

31, 19 F 2

1963

Gage 

height

11.45

"1 .55

8.14

Ann

Disc

r

May

Mar.

Apr. 

May

harge

75

SI

18

27, 1963

10, 1964

11, 1^64

Gage nei

_,

11

n93r

040 :

? <v,o

jht j

. ^P

. rq .'"4

* 6.530

37,7ijfj

t

Water year

1964

19R C

height

6.61

19.60

14. 4E

Ort 1

Nov.

D<it»

Apr. 4, 1965

Date

3-15, 1^6^

3, 1^64

Time

0300

Dlsih

Disc

* 1

irge

18

53

v.arge

5, 100

Gage

Gage 

height

11.05

height

b 0.19

c .51

1Q2R-6S: Maytmum dis -harge. IS] ,000 cl> Apr IF, 194^ (puff height. 3S.8F, ft); minimum, 

12 cfs Sept. 17, 18, 20, 1964.

Maximum stage known, 45.£ ft Aug. 19, 191E. froti floodma^kp , origin?! site (discharge, 

164,000 efs by slope-area measurement of p^qk. flo>s). Flood of Apr. ]4, 1927, reached a stage 

35.9 ft, from floodmarks, original site (discharge. 110,'X'O cfs by slope-area measurement) 

Data on floods in 1915 and 192° furnish^ by rnr.p = of Engineers.

Remarks. --Records good. Records of watpr temperatures for the f^t 

in reports of the Geological Survey.

Revisions.(water years).--WSP 897: Drainage area. WSP 1?11: 1989-31, 1933. 1935(V).

DISCHARGE, IN CUBIC FEET PER SECOND, KATfcR YEAH OCTOBER I960 TO SEPTEMBER 19S1

a

10

11

12 

13 

1*

15 

16

18 

15

21 

22

24 

25

27

29

30

TOTAL

MAX 

MIN 

Cf=SM 

IN.

B3 

Bl 

80

BJ

85 

101

84 

79

75

83

102

B4 

S3

85 

84

84 

84

B4

80 

86

2,641

75 

.08

 

83 

Bl 

81

83

78

84 

80

78

85

112 

222

171

139

135

122 

115

76

.10

112

109 

102

6.720 

2.69C

2.91C

1,460

844 

725

314

293 

283

 ^ -

102 

1.23

'

293 

286 

283

280

318

355

228

214

197

?,C49 

292

189 

.27

17.950

186 

192

20,,

222

27* 

,47

599

-

,040

1,140

 

7AT

186 

.70

2,?4Q 

2,110 

1.770

,rrn

1?-3CO 

U..C3

2.69.J 

2.910

,u,

1,54;

2,020

2,020 

1,980

3.17

1 ..,

I ,000 

,3BC

.200

.160

,930

98C

818 

755

3.12

1.2no

?.11C

29.73C

3.38P

! .370

l.aan

1,370 

1,180

7.36

,,,»E

 50C

ROO

634

441

293

?s

214

155

183 

177

.3T

 

174 

165

160

2C1

351

4tl

493

32 ^ 

263

:s

208 

192

168

165

i?a

ISO

293

2?1

163

152 

141

_*"

335

.17

.20

211 

177

1AC

130

121 

119

491

634

28'

P?

^

41

57

>>34 

.18
WHITE RIVER BASIN

7-0570. Buffalo River- near Rush, Ark. Continued

DISCHARGEt IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1<!62

DAY

1 

2

4 

5

6 

7

9

11 

12

14

16 

17

24

26 

28 

30

MIN 

CFSM 

IN.

OCT.

183 

186

157 

141

1B6

124

124 

114

114 

.13 

.15

NOV.

417

4,190

900

.66 

.74

OEC.

1.110

1.58 

1.82

JAN.

4,190

L.48

FEB.

2,090

1.11

MAR.

1,440

1.20

APR.

4.050

1,520

970

1.52

MAY

484

316

208

180 

177

1,600 

.48

JUNE

396

180

160

646 

479

646 

.23

JULY

149

146 

174

131 

124

138

121 

112

116

279 

108 

.16

AUG.

180

484

305

265 

247

157 

141

88

85 

84 

82 

81

81

1.930 

81 

.30

SEPT.

86 

128

421

290

690 

794

839 

820

443

335

308 

272 

241 

214 

201

12,014 

400 

839 

86 

.37

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3

4

5

6 

7 

8

9

11

12 

13

14 

16

18 

19

22 

23

28 

29

31

MEAN

MIN 

CFSM 

IN. 

AC-FT

?44 

900

502 

426

970 

748

1,220

1,600 

1.220

742 

696

367

355

795

244 

.73

.84

430

347

400 

392

312

293

258 

251

214

_____

316

211

.29

211

211

01

74

68

80 

224

301

347

224

.21

001

355

355

297

272

241

201

171

310

.28

1EAN 732

165

160

131

119

128

 

142

.13

MAX

2,800

3.380

1,300

787

561

489

1.343

1.23

7,670

211

192

186

286

 

253

.23

41 N 81

290

136

128

131

2.100

999

647

.59

812

276 

240

210

508

330

252

105

_____

325

.30

89 

83 

81

70 

93

81 

65

59 

55

51

52

45

55

63.3

.06

72 

51 

48

58

51 

44 

43

39 

34

27 

25

25

22

22

22

33.5

.03 

.04

23 

22 

22

24

24 

31 

34

37

33

38

44

43 

43

41

39

27

33.1

.03 

.03
WHITE RIVER BASIN

7-0570. Buffalo River near Rush, Ark. Continued

l

2 

3 

4 

5

6

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17

18 

19 

20

21 

22

23 

25

26 

27 

28

29 

30 

31

MAX 

MIN

IN.

24

22

22 

21

20 

20

19

19 

19 

18 

18 

18

19 

21 

23 

2* 

24

24

22

28 

34 

25 

23

18 

.02

23 

24

26

27

28

28 

28

30 

32 

35 

37 

44

40

135

58 

59

.08

53 

52

46

44

87

69 

70 

67 

67

75

67 

64

.07

55 

59

56

53

48 

43 

48 

46

51

40 

41

.05

51

49

48

852

182 

182 

178 

158

118

_____

89 

85

87

175

1,010 

836 

764 

788

945 

1,480

981

724

2,660

5,250 

3,380

1,170 

1,040 

927

700 

636 

604

684

604

508 

486

381 

360

2,150

1,030 

804 

660

444 

409 

374

360

270

252

CFSM

235

205 

190 

186

205 

186

123

144 

118 

110

95 

91

85

83 

81

72

72

62 IN

69

65 

65 

64

59 

58 

56 

59 

61

61

61 

55

52 

48 

45

46 

49 

52

43 

40

34

32

30

26 

25 

24

24 

24 

25 

24 

24

24

44 

48

48 

44 

44

67

58 

52

91 

212

486

486 

24

306

220 

186

158

135 

123 

110 

105 

100

118 

110 

93 

85 

77

98 

105 

87 

77

81 

85 

85 

81 

72

73 

120

186 

186

306 

72

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3

4

5

7 

8 

9

10

11 

12

14 

15

16 

17

19 

20

21

25

26 

27

28

29 

30

MAX 

MIN

IN.

OCT

186 

50

41

08 

02 

00

93

89

87

89

85

73

1

1

8

186 

55

.10

55

67 

70

59 

58

58 

61

147

200 

178

205

53

.12

DEC

270

306

300

24C

100

141

123 

120

108

108

1GB

.20

115

516 

458

1,260

381

388 

381

300

115

.58

270

166 

182

5,380

796

796

 

182

1.22

«AR .

962

1,440 

1,300

868

676

2,540

644

1.34

APR.

1,670

3,910 

3,140

1,350

884 

780

652

652

2.64

MAY

572 

516

342 

300

612 

508

2,040

300

1.48

JUNE

1,120 

884

556 

493

402

381

458 

884

318

318

.67

JULY

321 

472

500 

395

294

416

288 

3'2

215 

186

170

141

135

.40

AUG.

132 

118

100

95 

91

83

79 

77

85

129

108 

95

98 

89

87 

102

93

70

.10

SEPT.

322

500

416 

324

220 

182 

158

144 

144

115 

118

144

123 

2,830

1,620 

1,040

716 

540

318

115

.55
WHITE RIVER BASIN

7-0572.5. White River at Shipps Ferry, Ark.

. 36°12'45", long 92°21'25", in NE^SE^ sec.22, T.18 N., R.13 W., on left bank at

y, 1-j miles upstream from Big Creek, g£ miles downstream from Buffalo River, £ mile

Location. Lat 

Shipps Ferry 

upstream from North Fork River, and at mile 382.3.'

Drainage area.--7,997 sq mi.

Records available.--April 1963 to September 1964 (discontinued).

Gage.--Water-stage recorder. Datum of gage is 362.78 ft above mean sea level, datum of 1929.

Extremes.--Maximum ami minimum discharges for the water years 1963-64 are contained in the following 

table:

Water 

year

1963 

1964

Maximum

Date

June 8, 1963 

Mar. 10, 1964

Discharge 

(cfs)

a 16,900 

41, 200

Gage height 

(feet)

7.13 

15.44

Minimum daily

Date

Sept. 23, 1963 

Mar. C, 1964

Discharge 

(cfs)

b 565 

370

Gage height 

(feet)

-

a Maximum for period April to September 1963. 

b Minimum for period April to September 1963.

1963-64: Maximum discharge during water year, 41,200 cfs Mar. 10, 1964 (gage height, 

15.44 ft), from rating curve extended above 16,000 cfs by logarithmic plotting; minimum daily, 

370 cfs Mar. 2, 1964.

Remarks. Records good. Flow regulated by Table Rock Reservoir (see station 7-0534), Bull Shoals 

Reservoir (see station 7-0545), and since Dec. 26, 1963, by Beaver Reservoir (see station 

7-0496.9). Records of water temperatures for the water years 1963-64 are published in reports 

of the Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, APRIL TO SEPTEMBER 1963

DAY

1

Z

3

4

5

6

7

8

9

10

11

12 

13

14 

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

MIN

AC -FT

OCT. NOV. DEC. JAN. FEB.

______

MAR. APR.

_

_

_

_

-

.

-

-

-

-

_

-

~

_

_

_

_

-

_

_

4,520

4,5*0

3,980

3,500

3,620

3,060

1,360

4,660

_

_

_

MAY

4,560

4,630

4,080

3,490

1,310

1,120

1,940

2,240

2,250

2,840

2, 120

1,060

1,570 

1,540

1,340

1,440

1,130

Q20

780

1,380

1,420

2,460

1,550

2,020

1,780

10,300

8,310

4,500

3,240

3,240

81,630

2,633

10,300

780

161,900

JUNE

3,000

1,710

1,420

5,160

7,340

7,250

8,800

8,840

5,350

1,7=>0

5,700

4,020 

4,870

5,720

1,810

1,700

1,960

2,040

2,320

2,100

1,980

1,240

1,280

5,770

7,960

7,120

7,140

6,260

2,460

132,830

4,428

8,840

1,240

263,500

JULY

1,060

8,050

6,370

5,160

1,920

5,030

2,060

1,420

1,400

1,340

1,240

1,160

915 

805

2,440

5,360

6,860

8, 040

7,580

3,830

990

5,070

7,900

8,390

6,180

4,700

955

775

3,160

4,420

116,730

3,765

8,390

775

231,500

A'JG.

3,650

6,200

6,710

2,960

1,800

T,090

7.560

7,160

6,210

2,Q40

890

880 

2,900

1,710

1,860

2,100

895

750

1,300

1,290

1,260

1,060

3,380

1,060

675

2,580

4,680

3,260

2, 180

1,800

91,630

2,956

7,560

675

181,700

SEPT.

745

740

750

1,920

2,800

2,070

2,490

925

635

3,540

2,310

2,690

820

905

4,590

4,660

2,580

4,670

2,560

740

565

2,040

1,820

2,320

2,170

3,610

966

699

61,620

2,054

4,670

565

122,200
WHITE RIVER BASIN

7-0572.5. White River at Shipps Perry, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER VEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3

4

5

6

7

9 

11

14

19

20

26

29 

30 

31

TOTAL 

MEAN

MIN 

AC-FT

1,710 

2,770

3,010

1,880 

2,080

78,119 

2,520

194,900

1.570 

2,010

725

2,100

2,084

124,000

855 

440

3,280

820

500 

3,070

2,003

123,200

2.760 

1.040

1,740 

945

1,400

1,413

86,870

1,180 

885

2,230 

1.460

_____

79,000

480

17,100

1,760

308,200

4,090

303,800

940 

4,380

5,810 

3,740

940 

233,000

4,380 

1,820

380 

102,200

3,360 

3,360

530 

245,9110

7,320

7,420

840 

6,100

1.820

530 

162,900

2,020

950

3. 40

4, 40 

10 

10

1,090

1,440 

1.640

1,120

675 

139.100
WHITE RIVER BASIN

7-OS75. North Fork River near Tecumseh, Mo.

Location. Lat 36°37'22", long 92°14i53", in NE^SE^- sec.35, T.23 N. , R.12 W. , on right bank 3.2 miles 

downstream from Spring Creek and 3? miles northeast of Tecumseh.

Drainage area.--561 sq mi.

Records available. October 1944 to September 1965.

Gage.--Digital water-stage recorder. Datum of gage is 584.67 ft above mean sea level, datum of 1929 

(levels by Corps of Engineers). Prior to May 12, 1945, staff gage at same site at datum 0.22 ft 

lower. May 12, 1945, to Aug. 6, 1963, graphic water-stage recorder at same site and datum.

Average discharge. 21 years, 691 ofs (500,300 acre-ft per year).

Extremes. Maxlmums and minimums (discharge In cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (5,000 cfs), water years 1961-65

Date'

Mar. 6, 1961

May 7, 1961

Jan. 22, 1962

Time

2130

1230

0630

Discharge

5,050

* 18,100

* 7,810

Gage 

height

6.63

13.72

8.30

Date

May 26, 1965

June 16, 1963

Mar. 10, 1964

Time

2300

1700

0145

Discharge

7,810

* 9,950

5,650

Gage 

height

8.27

9.53

7.01

Date

Apr. 6, 1964

Apr. 4, 1965

Time

0230

0745

Tischarge

* 12,000

* 5,050

Gage 

height

10.63

6.63

Annual minimum discharge, water years 1961-65

Water year

1961

1962 

1963

Date

Nov. 8, 9, 1960 

Aug. 29, 1962 

Jan. 28, 1963

Discharge

283 

244 

259

Gage height

2.37 

2.26 

a 2.21

Water year

1964 

1965

Date

Several days

Discharge

218 

231

Gage height

2.10 

2.14

occurred Sept. 30, 1963.

1944-65: Maximum discharge, 27,400 cfs Jan. 4, 1950 (gage height, 18.05 ft), frcm rating curve 

extended above 22,000 cfs; minimum, 187 cfs Sept. 14-18, 1954 (gage height, 2.06 ft).

Remarks.--Records good.

DISCHARGE, IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1 

2

4 

5

6 

7

9 

10

11 

12

14 

16

20

23

26 

27

29

30

MEAN

MAX 

MIN 

CFSM 

IN.

312

307

297

297 

297

307

.54

287

338

333 

322

322

.57

398

392 

381

364

.81

317 

317

312

302

.58

482 

482

451

 

.71

889

.480

093

880

2.10

»0<JO 

.010

916

952 

B8C

740

1.81

889

.500

.420 

.290

.180 

,140

.760

.590 

.480

.150

889 

4.22

748

725 

711

684 

677

657

611

508

565

552 

1.35

488

507

488 

476

457 

451

439

457 

463

445

415

.85

403

392

386 

381

370 

364

370

392 

376

354

354

.70

338

333 

322

348 

343

333 

322

317 

317

317

312

307

302 

3C2

302

.58

10,600 MIN 283 CFSM 1.24 IN 16.85 AC-FT 504,ICO
WHITE RIVER BASIN 

7-0575. North Pork River near Teeumseh, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1<=62

1

2

4 

5

6

7 

8

 3 

10

12

18 

19 

20

21

23

2B 

29 

30

TOTAL

MIN 

IN.

292 

292

287 

287

292

2B

2B 

28 

28

2B

2B

27B 

278 

278

.59

283

283 

283

2B3

273 

278

328

287 

2B3 

27 B

.58

322 

312

439

565 

513

457

381 

364 

359

.84

381

364

552 

673

1,940

1,060 

916 

816

1.64

539

457

427 

439

501

650

.97

565

558

684 

2,820

1,480

808 

778 

74B

1.42 

1.63

611 

604

2,000

770 

732

848

1,040

916 

907 

880 

856

604 

1.65 

1.84

880

872 

B24

898 

816

598 

591

572

539

558 

526

520 

t.56

501

463 

457

507

488

421 

415

421

488

439 

421

403 

.81 

.90

399

370

392

370 

364

333

333

333

328

322 

322

312

312 

.72

307

297 

292

278 

273

259 

259

263

273

263 

259

283

254 

.57

3C2

427

364

348

322 

312

482

409 

381 

354

333

3? 2

322 

317

307 

3C7 

302

307

287

.72 

21,580

1 

2

3

4 

5

7 

8

10 

11

13

15

16 

17 

18

19 

20

21

23

24

26 

27 

28 

29 

30 

31

MAX 

MIN

IN.

546 

463

409 

386

354

532

520 

507

445 

427

421

386 

370

364 

359 

359 

364 

370 

370

1.190 

354

.95

359 

348

348

338

333

328 

328

322 

322

322

312 

312

302 

312 

312 

312 

312

302

.66

297 

297

292

278

283

283 

287

292 

302

328

354

338

328 

328 

328 

370 

421 

439

273

.64

386 

381

381

359

333

333 

333

328 

328

328

322 

307

302 

297 

287 

292 

2B7 

287

287

.71

278 

273

273

268

292

268 

263

26B 

273

278

283 

278

273 

268 

268

263

.51

354 

2,880

1.110

572

520

558 

800

840 

770

691

591

558

546 

532 

501 

482 

451 

439

278

1.44

439 

427

403

381

364

354

354 

354

348 

338

338

328 

322

328 

333 

333 

333 

328

322

.74

317 

32 B

338

328

333

1,260

880 

2.530 

1,880

898 

762

624 

565

5,050 

4,760 

3,080 

2,060 

1,480 

1,280

317

2.40

800 

748

657

584 

558

520

539

5,270 

3,220 

1,760

1,320 

1,190

848 

762

650 

624 

591 

565

539

494

2.03

488 

482

482

445 

439

433

427

427 

427 

421

392 

386

409 

398

386 

381 

386 

611 

565 

469

611 

381

.92

398 

386

370

364 

364

370

364

359 

359 

359

354 

348

338 

338

338 

333 

328 

328 

338 

317

439 

3L7

.74

312

297 

297

3C2

297 

297

297

292

292 

287 

283

283 

283

278

278 

273

273 

273 

273 

273

268

8,648

312

268

.57
WHITE RIVER BASIN

7-0575. North Pork River near Tecumseh, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 19o4

1

3 

4

5

6

7 

8

9 

12

15

19

26

28 

29

30

TOTAL

MEAN 

MAX 

MIN 

CFSM 

IN.

266

265

261 

26*

260

261

257

263

258 

256

.47 

.54

258

251

259

236

288

272 

262 

253 

246

.48 

.54

247

239

236

250

249 

249 

246 

243

.44

.50

239

249

245

241

231

221 

218 

218

218

.42 

.49

225

221

316

285

238 

234

218 

.47 

.50

235

233

242

847

549 

517 

480

1.49 

1.72

449

437

6,340

872

762

1,430

1,070 

925 

823

2.29 

2.55

762

679

587

548

538

484

388

381 

373 

365

.88 

1.02

352

342

458

362

400

469

353

350 

354

.72

.80

JULY

352

353

338

333

328

333

313

299 

296 

293 

289

.56 

.65

AUG.

286

281

288 

288

268

268 

264

31°

312 

312 

312

302 

292

.52

.60

SEPT.

283

268

2*9

259 

254

249

247 

242

240 

240

242

287

274 

268 

266 

260

288

.47 

.52

6.34O MIN 218

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3 

4

5

7 

8

10

11 

12

17 

18

20

22

27

29 

30

MEAN 

MAX 

MIN 

CFSM 

IN.

259

258 

254

244

240

240 

236

233

236

240

240

241

231 

.43

236 

236

245

236

236 

243

262

242

253

298

232

.44

263 

268

252

249

239 

234

235

236

235

232

231 

.44

288 

291

272

278

262 

260

256

258

258

256

239 

.48

247

252

488

359 

348

333

320

297

 

245 

.59

317

320

315

295

292

2 03

337

292

.56

774

2,030

1,460

805

664

636

544

332 

1.98

463

419

583

950

739

1,140

788

407 

1.29

523

1,800

565

507

488

565

494

482 

1.14

546

671

420

441

515

399

380

365

.83

354 

348

381

354

338

340

434

589

333

.70

616 

541

776

458

429 

409

387

729

747

586

504 

483

18,084

387 

1.07
L98 WHITE RIVER BASIN

7-0580. Bryant Creek near Tecumseh, Mo.

Location. Lat 36°37'35", long 92°18'25", In Ej sec.32, T.23 N., R.12 W., on left bank threequarters of a mile downstream from Pine Creek, 3 miles northwest of Tecumseh, and 5 miles 

upstream from mouth.

Drainage area. 570 sq mi.

Records available. October 1944 to September 1965.

Gage.--Digital water-stage recorder. Datum of gage is 573.15 ft above mean sea level, datum of 

~JT929 (levels by Corps of Engineers). Prior to July 30, 1945, staff gage and Ju]y 30, 1945, 

to Aug. 5, 1963, graphic water-stage recorder, at same site and datum.

Average discharge. 21 years, 511 cfs (369,900 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the 

following table:

Annual maximum discharge (*), peak discharges above base (6,OOO efs), and annual minimum discharge

Water 

year

1961 

1962 

1963

1964 

1965

Maximum

Date

May 8, 1961 

Jan. 22, 1962 

Mar. 5, 1963 

May 26, 1963 

Apr. 6, 1964 

Apr. 5, 1965

Time

0200 

1200 

1030 

2400 

0345 

0030

Discharge 

(cfs)

* 18,800 

* 4,200 

6.10O 

* 12,800 

* 8,500 

* 9,760

Gage height 

(feet)

16.52 

8.64 

10.52 

14.08 

12.21 

12.78

Minimum

Date

Oct. 1, 2, 1960 

Aug. 2O-22, 28-30, 1962 

Jan. 28, 1963

(b) 

Several days

Discharge 

(cfs)

36

09 

21

11 

19

Gage height 

(feet)

2.12 

2.12 

a 2.03

c 1.98 

2.O2

a Occurred Sept. 29, 30, 1963. 

b Dec. 23, 1963, Jan. 15, 1964. 

c Occurred Aug. 13, 1964,

1944-65: Maximum discharge, 26,800 cfs May IS, 1956 (gage height, 19.64 ft); minimum, 96 cfs 

Sept. 16, 17, 1954; minimum gage height, 1.98 ft, Aug. 13, 1964.

Remarks. Records good.

Revisions (water years ). WSP 1117: Drainage area. WSP 1441: 1945, 1946-47(M), 1950. WSP 1731: 

1945-47, 1950.

1

2 

3

4 

5

6

7

9 

10

11 

12

14 

15

19

21 

22

24

28 

30

MEAN 

MAX 

MIN 

Cf3* 

IM< 

AC-FT

139

155

152 

152

152 

152

149 

L52

158 

158

155

153 

9,400

168

161 

168

171

168

loS

L84 

187

175

10,400

288 

288

8*9

419

311

181 

178

181 

178

175

18* 

178

369

343 

332

259

1,180

630 

570

862

1,180

830

690

3,280

1,080

888

1.020 

8*5

677

530

425

383 

366

325

320 

337

312

2->4

2f>0

2C8 

272

4? 5 

320

26<i 

24<-

25S

78? 

40 -

281 

256

228

256

256 

232

224

204 

200

193

193 

200

232

208 

200

193 

185 

185

.38 

13,390

189 

189

174

167 

163

159

197 

174

159 

159

159 

156

152

152 

152

152 

152

165

.29

9,820

CAL YR I960! TOTAL 153,640
WHITE RIVER BASIN

7-0580. Bryant Creek near Terumseh, Mo. Continued

2

3

4 

5

6 

7 

8 

9 

10

11 

12

13 

14 

15

20

23

25 

28

31

TOTAL 

MEAN 

MAX 

MIN 

CFSM 

IN.

152 

152

152

152 

152

149

142

149

152

152

156

156

159 

142

.31

185

152

204

220 

152

.33

2J6

304

206 

593

252

1.C20

845

530

2,820 

197

.55 1.13

,0.

496 

2ZB

.61

354

845

492 

1,270

l.CO

APR. [ - ^

860

866 

888

656

675

2. GOO 

175

1.32

5,»

300

* «

276 

14,162

352 

272

28 0=C?

^

268

208 

107

256

4~>6 

185

.48

 

189 

181

181 

181

170 

167

156

14,

142

17" 

142

163 

170

125

1 *

1 5 

1 ?

117 

115 

1 12

1 ^

.34 .26

SEPT.

174 

2C1

177

145 

145

145

1^3 

145

14?

14-=

145

. "7 

.31

-AT YR 1962= TOTAL 115,760 MEAN 317 MAX 2.B20 MIN 1C- CFSM .56 IN 7.55 AC-FT 2H.5CU

DISCHARGE, IN CUBIC FEET PER SECOND, HATEK YEAR OCTOBER 1°62 TC SEPTEM3E"

2 

3

5

6

7

9

10

11

13 

14

15 

17

19 

20

22 

23

26 

27

28

30

TOTAL 

MEAN 

MAX 

MIN 

CFSM 

IN.

470

345

192 

183

183

179 

186

206 

325

268

226 

212

189 

183

199

248 

718

.44

183 

183

176 

176

170

170

170

173

167 

164

164

172 

186

.30

164

54 

54

223 

219

189

.31

219

163 

179

170 

167

140

.32

151

145 

145

133 

133

136

.25

16C

344

31U

355 

329

310

278 

268

160 

.89

236

186 

179

1'Q

164 

160

160

167 

167

157 

.33

148

458

350

329

603

148 

1.10

572

*

'"

7fll

572

390

2,280 

278 

I. 00

300

206

183

102

163

136 

314

318 

176

209

ITT

167

160 

157

160

154 

186

229 

154 

.30

10,620

148

145

IfC

151

14'

14?

T 3(3

133

130

1

a130 

.25
200 WHITE RIVER BASIN

7-0580. Bryant Creek near Tecumseh, Mo. Continued

IN CUBIC FEET PER SECONDt WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

4 

5

6

8

9

10 

12

15 

16

19 

20

21

23

24

27 

28

30 

31

MEAN 

MAX

CFSM 

IN.

136

133

131

128

131

131 

131

130 

131

132 

135

130 

133

132

128 

.23 

,21

136

135

142

233 

189

149

139

147

131 

.26 

.29

140

132

128

134

130 

127

138

127

.24 

.28

129

131

131

128

125 

131

130

.23

.26

165

156

135

 -

154 

227

.27 

.29

2t 780

360

285

235 

227

483 

2,780

.85 

.98

581

384 

355

719 

634

806 

5.07C

1.41 

1.58

312

251 

242

215

194

182 

182

174

265 

470

.46 

.54

185

168 

175

233 

23C

217 

197

155

146

144

185 

2=4

.32

.36

140

127

128 

181

136 

132

125 

133

131

128

133

134

124

136 

181

.24 

.27

125

12°

123 

122

151

190

173

142

136

183

III 

164

180

180

158

153 

28<5

.27 

.31

148

126

125

120

119

11=!

12C

164 

155

145

"*

156 

149

142

109

.25 

.28

WAT YR 1964: TOTAL 87,376

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

4 

5

7 

8

11

12 

13

16

19

20

21 

22

23 

25 

26

28

30 

31

MEAN 

MAX

CFSM 

IN.

135 

133

130 

127 

124

125

127

128

125

122 

123

128 

130

134

128 

127

127 

135

.22 

.26

128

128 

128 

126

135

130 

127

128

156

133

158

134

134 

158

.26

131

136 

143 

137

131

131

130

122

124

125

125

125 

125

128

.26

130

151 

147

140

151

15C

13B

132

134

131

129

126 

125

138

.28

125

120 

119

125

306

222

175

149

133 

138

 

192

.35

MAX

163

154 

155

157

156

154

141

148 

157

152 

171

200 

152

158

.32

 .630

186

6,630 

5,860

3,380

585

1,860

665

1,170

745 

60C

462

^ --

1,515

2.97

"IIN 118 

<UN 1LQ

426

348 

328

299

570

482

558

322 

SCO

836 

716

465 

412

482

..7

CFSM 

CFSM

376

306 

288

342

573

394

271

524

399

336 

297

260

360 

508

.70

41 IN 

63 IN

258

355

282

865

362

281

320

230 

210

200 

190

175

170

320 

865

.65

5.65 

8.52

165

160 

155

193 

177

151

144

227

156

151 

1.19C

501

341

321

243 

245

230 

1,1°0

.40

U "n

VC-FT 171 

VC-FT 258

524

362

1.19P

833 

641

406

332 

31";

333

254 

242

611

5T1

445

362

321

527 

2.46L

.03

1.C3 

31.3PO

600 

500
WHITE RIVER BASIN

7-0595. Norfork Reservoir near Norfork, Ark.

Location. Lat 36°14'57", long 92°14 1 16", In SE^ sec.2, T.18 N., R.12 W., at dam on North Fork 

River, 4.3 miles northeast of Norfork and at mile 4.8.

Drainage area. 1,806 sq ml.

Records available. June 1943 to September 1965.

Gage. Water-stage recorder. Datum of gage Is at mean sea level, datum of 1929 (levels by Corps 

of Engineers). Prior to Feb. 1, 194S, staff gage at same site and datum.

Extremes.--Maximums and minlmums (contents In acre-feet, elevation In feet) for the water years 

1961-65 are contained In the following table:

Water 

year

1961 

1962 

1963 

1964 

1985

Maximum

Date

May 29, 1961 

July 9, 1982 

July 15, 1963 

May 4, 1964 

June 1, 1965

Discharge

(ofB)

1,476,000 

1,177,500 

1, 2E-, 800 

1,179,000 

1,225,000

Gage height 

(feet)

561.64 

548.58 

550.70 

548.63 

550. BE

Minimum

Date

Feb. 10, 1961 

Jan. IE, 13, 1962 

Mar. E, 196? 

Jan. 31, 1964 

Feb. 5, 1965

Discharge 

(cfs)

1,017,100 

1,020,400 

933,900 

870,200 

928.600

Gage height 

(feet)

540 . 55 

540 . 7 3 

E3G.03 

53?. 37 

535.73

1943-65: Maximum contents, 1,788,900 acre-ft June 10-11, 1957 (elevation, 573.44 ft); minimum since power-pool stage was first reached, 541,500 acre-ft Sept. 21, 1954 (elevation, 

509.78 ft).

Remarks. Reservoir is formed by concrete-gravity dam. Storage began June 18, 1943, and bottom of 

power pool was first reached June 13, 1944. Capacity between 552.0 and 580.0 ft is 731,800 

acre-ft and is reserved for flood-control storage. Reservoir is used for flood control, power 

development, and recreational purposes. Figures given herein represent total contents. Contents computed from daily readings at 2400 hours to five significant figures prior to Oct. 1, 

1963. Data regarding dam and reservoir are given as follows : Elevation at top of spillway 

gates, 580.0 ft (capacity, 1,983,000 acre-ft); crest of gated spillway and top of designated 

power pool, 552.0 ft (capacity, 1,251,200 acre-ft); bottom of designated power pool, 528.3 ft 

(capacity, 802,900 acre-ft); and bottom of lowest outlet, 395.0 ft (capacity, 2,500 acre-ft).

Cooperation.--Records furnished by Corps of Engineers.

532 863.9 £45 1,104 560 1,436 

53K 93J.4 E50 1,208 562 1,485 

540 1,007 555 1,318

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1 

2 

3

4 

5

6 

7 

8 

9 

10

11 

12 

13

14 

15

16 

17 

18 

19 

20

21 

22

23 

24 

25

26 

27 

28 

29 

30 

31

H\

MAX 

MIN

OCT.

1,190.6 

1,188.7

1,186.5

1,183.4 

1,183.6 

1,182.8

1,178.0

1,176.1

1,173.6 

1,171.9 

1,170.4

1,167.5 

1,167.5

1,165.4

1,162.3

1,157.9

547.64 

-34.0

1,157.9

NOV.

1,155.8 

1,154.8

1,152.9

1,152.3 

1,151.8

1,144.5

1,143.5

1,145.8 

1,146.2

1,146.6

1,150.0 

1,150.0

1,146.6

1,143.3

546.94 

-14.6

1,142.5

DEC.

1,142.3 

1,142.1

1,141.3

1,143.9 

1,143.3

1,150.0

1,147.9

3

1,146.2

1,146.0

1,139.0 

1,136.4

1,133.1

1,129.7

1,128.8

546.23 

-14.5

1,128.4

JAN.

1,127.2 

1,125.0

1,120.3

1,115.2 

1,112.6

1,104.0

1,104.0

1,100.2

1,094.7

,083.2 

,079.8

,071.3

,053.1

,045.4

542.03 

-83.4

1,045.4

FEB.

1,040.2 

1,036.3

1,028.2

1,023.6 

1,021.2

1,017.2

1,020.1

1,025.3

1,030.5

1,030.7 

1,030.7

1,031.7

-'- -

541.57 

-8.9

1,017.1

MAR.

1,037.7 

1,038.3

1,055.6

1,097.9 

1,106.9

1,111.7

1,116.6

1,118.3

'

1,115.6

1,113.6

1,124.6 

1,126.8

1,126.6

1,106.4

1,102.0

544.91 

+65.5

1,037.3

APR.

1,097.7 

1,092.5

1,082.6

1,074.3 

1,070.1

1,072.1

1,072.3

1,070.7

1,064.3

1,061.2 

1,059.9

1,061.2

1,062.4

543.16

-34.7

1,059.9

MAY

1,077.0 

1,080.6

1,106.0

1,273.2 

1,333.2

1,411.4

1,420.4

1,419.4

1,418.2

1,441.4 

1,456.5

1,467.5

1,473.5

1,472.2

561.49 

4-404.9

1,072.1

JUNE

1,466.5 

1,463.8

1,461.6

1,453.3 

1,448.7

1,433.2

1,428.4

1,424.5

1,422.5

1,420.4 

1,418.9

1,417.7

1,402.2

558.30 

-77.1

1,395.1

JULY

1,380.9 

1,373.6

1,356.3

1,340.4 

1 , 331 . 6

1,302.7

1,290.5

1,267.5

1,254.5

1,236.5

1,231.2

1.22C.O

1,201 .8

1,190.8

549.21

-204.3

1,190.8

AUG.

1,184.4 

1,183.8

1,178.0

1,174.6 

1,172.3

1,165.6

1,165.0

1,163.1

1,165.0

1,164.8 

1,164.2

1,160.0

1,150.2

1,146.2

547.08 

-44.6

1,146.2

SEPT.

1,143.1 

1,140.7

1,137.8

1,135.0 

1,133.5

1,132.3

1,126.4

1,122.1

1,121.3

1,117.6

1,110.7 

1,108.9

1,105.6 

1,104.0

1,101 .0 

1,099.2 

1,098.8

544.75 

-47.4

1,098.8

CALENDAR YEAR I960.. .................. * -42.3

t Change in contents, in tho of acre-feet.
WHITE RIVER BASIN

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1M61 TO SEPTEMBER 1962

DAY

1

3

4 

5

6 

7 

8 

9 

10

11

13

14 

15

16 

17 

18 

19 

20

21 

22 

23

25

26 

27 

28

30 

31

il]

MAX

OCT.

1,097.3

1,092.5 

1,090.1 

1,088.1

1,086.9 

1,086.0

1,U83.8 

1,082.2

1,081.U

1,079.2 

1,079.2

1,071.1 

1,068.7

1,067.9 

1,067.3

1,062.8 

1,061.6

1,057.6 

1,U55.1

1,052.2 

1,052.0

542.37 

-4E.8 

1,097.3

CALENDAR YEAR 

WATER YEAR 196

NOV.

1,053.5 

1,053.7

1,052.9 

1,052 6

1,049.7 

1,049.5

1 , U50 . 4

1,U50.6 

1,049.7

1,045.0 

1,044.1

1,046.0

1,045.4 

1,044.3

1.O42.3

541.87 

-9.7 

1,053.9

L961

DEC.

1,041.4 

1,039.6

1,037.5 

1,035.0

1,033.13 

1,032.9

1,028.0 

1,026.5

1,031.9

1,034.0 

1,033.1

1,029.0 

1,1130.7

541.27 

-11.6 

1,041.4

JAN.

i,u29.e

1,030.7

1,031.5 

1,033.4

1,028.4 

1,024.2

1,021.6 

1,028.0

1,065.7

1,051.0 

1,048.5

1,039. £ 

1,036.1

541.55 

+5.4 

1,074.3

...... t

L-62. ................... *

FEB.

1,032.5 

1,034.6

1,054.2 

1,033.4

1,032.9 

1,033 . 2

I,u34.2

1,036.1 

1,037.1

1,040.4 

1, 039 .6

1,058.5

542.71 

+22.4

-98.1 

-49.9

MAR.

1,061.6 

1,063.2

1,062.6 

1,062.3

1,062.0 

1,064 .9

1,068.5

1,067.9 

1,068.5

1,081.2

1,109.9

1,104. b

1,106.2

545.12 

+47.7 

1,114.2

APR.

1,095.7 

1,090.9

1,089.9 

1,091.5

1,094.5 

1,103.0

1,107.5 

1,108.5

1,093.5

1,086.3

1,090.5

544.33 

-15.7

MAY

1,097.7 

1,099.6

1,104.0 

1,104.6

1,108.5 

1,111 .5

1,109.9

i'ogg-'

1,103.6

1,115.2

1,117.2 

1,119.7

545.78 

+29.2 

1,119.7

^ ' 

JUNE

1,126.0

1,128 .O 

1,127.8

1,130.5 

1,132.5

1,134.1

1,156.6 

1,137.8

1,145.1

1,167.7

548.37 

+53.5 

1,173.2

JULY

1,174.2 

1,174.8

1,174.8 

1,175.7

l,17b.5 

1,175.9

1,168.5 

l,lfad .fa

1,158.5

1,150.0 

1,148.5

1,148.3 

1,146.4

547.09 

-26 .8 

1,176.9

AUG.

1,139.8 

1,141.3

1,131.5 

1,128.6

1,126.8 

1,124.0

1, 120 .9

1,112.6 

1,106.0

1,100.2 

1,100.6 

1,094.5

I,u86.2

544.11

-60.2 

1,144.7

SEPT.

1,089.5 

1,085.0 

1,081.8

1,083.0 

1,080 4

1,077.6

1,071.7 

1,068,9

1,072.5

1,060.5

1,058.7 

1,055.6

1,052.6 

1,045.6

1,048.9

542.21 

-37.3 

1,089.E

* Change In contents, In thousands of acre-feet. 

CONTENTS, III THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 19fa2 TO SEPTEMBER 1965

DAY

1 

2 

3 

4 

5

e 

i

B 

9 

10

11

13 

14 

15

17 

18

19 

20

21 

22 

23 

24 

25

26

27 

28 

29 

30 

31

Ci

MAX 

MIN

OCT.

1,049.5 

1,049.5

1,046.2 

1,044.4

1,048.3 

1,046.8

1,045.0 

1,043.3

1,041.2 

1,039.0

1 , 041 . 9 

1,040.2

1,038.5

1,034.2 

1,031.9 

1,032.1

l!o29,6 

1,026.3 

1,024.2 

1,022.1

1,020.6 

1,020.8 

1,022.3 

1,023.6 

1,023.4 

1,023.3

540.88 

-25.6

1,020.6

CALENDAR YEAR 

WATER YEAH 196

NOV.

1,023.3 

1,023.1

1,023.3 

1,023.8

1,022.9

1,021 .8 

1,021 .9

1,022.9 

1,022.9

1 ,021 .6 

1,020.8

1.U19.3

1,019.5 

1,013.0 

1,016.9

1,015 I 

1,015.7 

1,015.2 

1,015.3 

1,015.5

1,014.8 

1,014.0 

1,012.9 

1,011.6 

1,010.5

5*0 . 20 

-12.8

1,010 5

DEC.

1,010.5 

1,011.0

1,009.9 

1 , 008 . 4

1 , 005 . 6

1 , 005 . 4 

1,004.8

1,002.6 

999.5

996.2 

996.2

993.5 

991.3 

991.1

989.2 

990.0 

990.7 

991.3

989.8 

988.6 

988.4 

990.5 

992.2 

993.3

539.29 

-17.2

988 4

JAN.

994.8 

995.4

994.5 

995.8

996 .7

996.2 

996.5

995. fa 

995.8

996.0 

995.0

993 . b

992.6 

992.2 

991.8

990.3 

987.3 

985.7

983.7 

983.7 

982.9 

981.7 

980.0 

977 .6

538.44 

-15.7

977.6

2-63. .............. . . t

FEB.

975.8 

976.;

975.4 

974.7

971 .9

969.6 

969.7

966.3 

965.0

959 . 9 

956.7

95fa.2

954.7 

952.3 

949.8

942.9 

942.5 

943.2 

942.0

939.5 

937.0 

935.4

536.11 

-42 2

935.4

MAR.

934.1 

934.1

935.9 

948.9

355.8

959.7 

962.6

964.1 

964.2

964.6

964.4

975.4 

977.3 

978.5

979.3 

980.4 

982.4 

983.1

982.3 

982. B 

982.4 

982.2 

983.1

538.84 

+49.5

934.1

APR.

984 !e

983,1 

982.2

982 , 6

983.7

983.8 

983.3

982.6 

981.8

982.9 

983.1

982.6

981.3 

980.9 

980.9

982.6 

981.5 

980.7 

980.0

979.3 

9811.6 

981.8 

381.8 

981.1

538 .65 

-3.8

979.3

MAY

980.2 

979.6

9dl.l 

9B1.7

981.1

980. 6 

980.2

980.9 

981.8

990.7 

994.7

996.5

,006.5 

,010.7 

,011.8

,014.0 

,015.0 

,015.9 

,020.3

1,066.5 

1,114.2 

1,129.9 

1,138.8 

1,144.5

547.21 

+167.8

979.3

JUNE

1,152.7 

1,155.8

1,158.7 

1,159.6

1,160.1.

1,162.9 

1,163.3

1,162.7

1,162.3

1 , 1 60 . 6 

1,162.7

1, 185.1

1,199.6 

1,204.1 

1,207.5

1,212.5 

1,214.8 

1,216.1 

1,216.6

1,216.5 

1,216.1 

1,215.9 

1,216.1 

1,217.8

550.47 

+68.9

1,152.7

JULY

1,217.0 

1,216.3

1,216.6 

1,215.7

1,217.6

1,218.9 

1,219.6

1,219.6 

1,219.6

1,222.3 

1,221.5

1,218.9

1,214.2 

1,210.8 

1,209.9

1,209.7 

1,206.7 

1,203.9 

1,200.5

1,198.3 

1,199.6 

1,199.4 

1,204.3 

1,203.0

549.70 

-16 5

1,198.3

AUG.

1,198.5 

1,194.3

1,192.3 

1,187.6

1,178.2

1,169.8 

1,169.6

1,169.0 

1,166 .0

1,162.5 

1,160.6

1,158.1

1,157.7 

1,154.8 

1,152. a

1,147.2 

1,142.7 

1,142.7 

1,142.9

1,141.1 

1,137.2 

1,133.5 

1,130.5 

1,129.5

546.25 

-72.1

1,129.2

SEPT.

1,129.0 

1,128.4

1,125.8 

1,124.2

1,121.9

1,119.5 

1,116.6

1,113.6 

1,112.6

i.ioe.s

1,108.7 

1,108 .1

1,102.4 

1,101.0 

1,096.7

1,097.3 

1,095. 7 

1,093.1 

1,090.0

1,088.7 

1,086.5 

1,086.7 

1,086.2 

1,084.8

544.04 

-44.4

1,084.8

-37.4 

+35.9
WHITE RIVER BASIN

7-0595. Norfork Reservoir near Norfork, Ark- nonttnupd

CONTENTS, IN THOUSANDS OP ACHE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1965 TO SEPTEMBER 1964

DAY

1 

2 

3 

4

5

6 

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

Cl

MAX 

MIH

OCT.

,084 

,083 

,082 

,080 

,080

,080 

,079 

,078 

,076 

,075

,073 

,074 

,073 

,068 

,064

,059 

,054 

,049 

,048 

,048

,044 

,038 

,032

,026 

,020

,020 

,021 

,018 

,017 

,014 

,013

5 0.33

72.0 

,084 

,013

CALENDAR YEAH 1 

WATER YEAR 19 6.

NOV.

,012 

,012 

,012 

,011 

,008

,007 

,005 

,002 

,002 

,002

999.5 

996.0 

991.8 

988.3 

984.4

984. 2 

984.9 

981.3 

976.7 

972.7

969.2 

974.0 

974.5

972.7

968.6 

966.6 

967.4

965.0

537.75 

-48.0 

1,012 

964.8

DEC.

965.7 

963.0 

959.9 

957.8 

955.3

953.3 

954.0 

953.6 

950.9 

945.9

942.3 

937.0 

932.0 

928.9

929.5

925.0 

920.2 

915.2 

910.5 

905.8

906.0 

907.0 

902.5

903.0 

902.7 

903.0

898.9

533.79 

-70.5 

965.7 

894.5

JAN.

894.7 

891.6 

890.0 

890.0 

890.0

888.6 

887.4 

886.9 

885.1

883.8

884.3 

884.8 

880.1

874.4

873.2 

872.4 

872.9 

873.5 

873.4

873.4 

875.7 

873.5

873.9

872.2

870.5

532.37 

-24.3 

894.7 

870.2

-64. ................... * -

FEB.

870.7 

871.5 

871.0 

870.7 

872.0

873.0 

871.8 

873.4

874.0

874.2 

876.1 

877.4

880.1

881.1 

882.0

879!s

880.3 

880.6

879.4 

879.8

532.96 

+9.9 

882.5 

870.7

MAR.

880.6 

881.1 

881.1

881 .7

882. 2 

883.6 

895.6

1,006

1,015 

1,022 

1,028

1,038

1,041 

1,044 

1,045 

1,048 

1,050

1,053 

1,057 

1,058

1,058

1,057

1,060

1,061

542.89 

+181.9 

1,062 

880.6

APR.

1,062 

1,060 

1.061

1,103

1,142 

1,148

1,152

1,155 

1,159 

1,159

1,159

1,157 

1,156 

1,158 

1,160 

1,157

1,156 

1,156 

1,158

1,174 

1,173

1,173

548.38 

+111 

1,174 

1,060

MAY

1,174

1,176 

1,178

1,174

1,169 

1,168

1,17E

1,173 

1,172 

1,169

1,164

1,165 

1,165 

1,162 

1,157

1,152

1,147 

1,143 

1,142

1,137 

1,132

1,129

546.22 

-44. u 

1.178 

1,129

JUNE

1,126 

1,1 E 

1,1 3

1.1 ?

1,1 6 

1,1 3

1,117

1,113 

1.111 

1,113

1,112

1,111 

1,111 

1,108 

1,105 

1,104

1,105 

1,102 

1,101

1,094 

1.095

1,089

544.27 

-4L.O 

1,126 

1,089

JULY

1,086 

1.084 

1,082

1,U8E

1,072 

1,070

1,069 

1,070 

1,068

1,064

1,064 

1,059 

1,057 

1,057 

1,053

1,050 

1,047 

1,045

1,038 

l,03f

1,030

541.04 

-63.0 

1,086 

1,026

-98.8 

116.9

AUG.

1^021 

1,017

1,010

1 , 004 

1,004

1,001

999.9 

998.0 

996 .0

998.2

998.4 

996.5 

995.4 

993.5 

991.1

990.9 

992.6 

993.0

991.8 

990.3 

990.1

990.0

988 .3

539.02 

-37.7 

1,023 

988.3

SEPT.

984.0 

979.3 

976.7

973.6

972.5 

969.6

964.8

965.3 

965.3 

965.2 

964.8 

964.6

964.8 

966.3 

966.1 

966.4 

966.8

967.0 

966.3 

964.4

9fi5.5

965.5 

967.4 

966.8

968.1

537,92 

-20.2 

984.0 

964.4

Elevation 

Change In

CONTENTS, IN THOUSANDS OP ACHE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2 

3 

4

5

7

9 

10

11

13 

14 

15

16

17 

18 

19

20

22

24

25

26 

27 

28 

29 

30

ID

MIN

OCT.

968.6 

968.6 

969.2 

969.4 

968. S

966.1

964.2 

964.1

964.1

959.9 

957.8 

957 .7

957.7

957.8 

958.4 

957.5

956.6

954.5

953.8 

954.0

953.6 

951.4 

951.4 

950.9 

950.7

536.96 

-17.6

950.5

NOV.

950 . 7 

950.3 

949.6 

948.7 

948.7

950.3

950.0 

949 .5

949.3

949.1 

948.9 

949.3

948.2

946.2 

945.2 

944.5

941.1

938.7 

938.2

938.4 

939.1 

940.5 

942.0 

939.3

536.33 

-11.2

938.2

DEC.

936.8 

934.6 

933.6 

931.6 

931 .6

931. E

951.6 

931.2

930.7

931.6

932.0 

930.7

931.1

930.0 

928.9

929.5

930.4 

931.8

931.6 

931.8 

932.0 

932.1 

932.9

933 . 7

536.02 

-5.6

928.9

JAN.

934.6 

937.5 

938.7 

938.7 

939.5

939.1

940.7 

940.9

940.5

940.2 

940.2

941 .2

941 .1

940.0

938.6

940.2 

939.8

938.0 

936.4 

934.1 

931.8 

932.0

901.2

535.88 

-2.5

931.2

PEE.

930.2 

929.8 

929.3 

929.5

928.6

930.0

937 3 

941.2

942.7

946.6 

948.4 

948.7

949.5

951.8

948.0 

945.5

945.0 

945.5 

947.0

536.76 

+15.8

928.6

MAR.

949.1 

949.8 

949.6 

949.3

949.5

952.3

953.3 

953.6

954.0

956.0 

957.3 

957.8

956.0

954.9

952. 2 

951 .1

950.7 

951.8 

953.4 

956.2 

956.7

yb / . o

537.33 

+10.3

949.1

APR.

958.0 

965.7 

99U.U 

1,017 

1,038

1,072

1,090 

1_,H96

1,102

1,109 

1,115 

1,151

1,155

1,159

1,161 

1,165

1,166 

1,166 

1,166 

1,165 

1,166

548 .01 

+208 . 7

958.0

MAY

1.168 

1,170 

1,171 

1.172 

1,17?

1,'172

1,190 

1.205

1,209

1,211 

1,212 

1,215

1,217

1,219

1, E2U 

1,218

1.21U 

1,218 

1,219 

1,220 

1,223

550.77 

+58

1,168

JUNE

1,2C3 

1,218 

1,213 

1,208 

1 . 209

1,212

1,207 

1 . 204

1.201

1,205 

1,205 

1,205

1,195

1,189

1,191 

1,190

1,193 

1,195 

1,191 

1,186 

1,183

548.82 

-41

1,183

JUIY

,181 

,178 

,179 

,181 

,130

1,175

1,166 

1,163

1,163

1,153 

1,148 

1,144

1,159

1,125

1,117 

1,117

1,112 

1,109 

1,105 

1,101 

1,098

544.68 

-85

1,098

AUG.

1,098 

1,093 

1,088 

1,083

1.077

1,075 

1,070

1,065

1,054 

1,049 

1,047

1,039 

1,033

1,025

1,017 

1,014

1,009 

1 , 005 

1,005 

1,006 

1,004

539.88

-94

1,004

SEPT.

1,004 

1,003 

1,001 

1,001 

1,004

1,008

l.OOu 

997.9

998.6

995.2

990.3 

986.4

982.4

978.5 

97b.E 

979.5

986.2

987.7 

989.8

991.6 

991.1 

990.0 

988.8 

987.7

538.99 

-16.3

974.0
WHITE RIVER BASIN

7-0600. North Fork River at Norfork Dam, near Norfork, Ark.

Location. Lat 36°15', long 92°14', in SE^ sec. 2, T.18 N. , R.12 W. , at Norfork Dam, 4.3 miles 

northeast of Norfork and at mile 4.8.

Drainage area. 1,806 sq mi.

Records available. --May 1944 to September 1965.

Gage. --Water-stage recorder in float well in powerplant. Datum of gage is at mean sea level, datum 

of 1929 (levels by Corps of Engineers).

Extremes . Maximum and minimum discharges for the water years 1961-65 are contained ir the following

water 

year

1961 

1962 

1963 

1964 

1965

Maximum daily

Date

Apr. 5 961 

Jan. 23 962 

Sept. 19 963 

May 20 964 

June ? 965

Discharge 

(efs)

6,oeo

5,710 

2,780

3, 230 

Z,4SO

Gage height 

[feet )

-

Minimum dally

Date

(a) 

July 15, 28, 29 

June 30, 1963 

Sept. 29, 1964 

June 26, 1965

Discharge 

(cfs)

74

73 

67 

71 

82

Gage height 

(feet)

j

a Apr. 30, Aug. 19, 20, Sept. 17, 1961.

1944-65: Maximum daily discharge, 21,000 cfs Apr. 16, 1945; no flow at times.

Remarks.--Records good. Discharge computed from powerplant records and estimated leakage through 

wicket gates. Flow completely regulated by Norfork Reservoir {see station 7-0595). Records 

of chemical analyses for water years 1961-65 are published in reports of the Geological Survey.

Cooperation.--Records furnished by Corps of Engineers and reviewed by Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1*?61

DAY

\ 

I

5 

?

9 

10

11 

12

14

15

16

18 

19

21

24 

26

28 

29

11

MIN 

AC-FT

568 

941 

1,300

1,210

1,520 

1,030

1,240 

1,340

1,1*0 

380

1,320

769

710 

272

,140 

,710

,510

64,080

915 

847

567

146

716

«

433 

227

356

1,420 

1,630

491 

465

 _

47,940

569

743 

536

1,810

' 

1,860

' 

328

1,580 

1,380

725

1.184

85,0«0

1,220 

1,770

2.C40

2,780 

2,580

2,220

116,100

2,210

180

85

1,300

 

71,750

1,210

2,5*0

5,790 

5,990

6,030

17*. 300

APR.

6,030

4,160

1,500 

411

210,600

400

3,310

1,420

3,290

152, OOC

2,610

2,790

_____

417 

160,900

4,180 

3,44C

3,740

*,050

2,480 

249,900

1 ,640 

1,270

823

499

74

2,120

1,920

74 

87,860

1,700

1,130 

1.36C

iai

2,110

1,340 

411

1,080 

1,670

1,640

1,160

2,110 

74 

73,740

CAL YR I960: TOTAL 558,067 MEAN 1,525
WHITE RIVER BASIN

7-0600. North Fork River at Norfork Darn, near Norfork, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECONDt HATER YEAR OCTOBER 1961 TO SEPTEMBER 196?

1

2

4

5

6

7

9

11 

12 

13

14 

15

16 

17

19 

20

21

2* 

25

28

31

!i?"L

MIN

1.080 

1.660

1.400 

1,060

1,350 

1.100

348 

1,310

1.440 

804

1,490 

1,610

1,580

1.010

123

788

511 

731

673 

76

968 

763

1,130 

1,070

782

435

76

1.64C

1,880 

1,620

1,760 

111

1,380 

1,320

282

85

82

82

83 

83

2,350 

1,940

85 

787

84

5,680 

5,400

3,270

83

1,180 

1,280

952 

238

481 

79

1,090

82

83

79

81

81

80

81

604

1,320

80

3,130

2,510 

2,380

3,630 

2,150

3,490

1,690

74

1,300 

846

74

74

212

L53

74 

272

7-t

7'V

1,410

1,650

7'- 

74

1,350

1,660

74

1,750

1,920 

1,910

1,800 

1,930

74 

74

1,870

1,950 

1,940

1,950

2,160 

74

2,010

75 

75

38,116 

1,271

710 MIN 73

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3 

4

5

6

7

9 

12

L4 

16

22 

23

25

28 

29 

30 

31

MIN

1,750

1,750

1,750 

74

1,790

1,760 

1.910

1.330

75 

736 

729

74

508

77

842 

763

1,410

1,050

78

I 100 

1 090

77

285

1,090

1,100 

L.100

83

83

85

84

84

78

83

886

83 

84

1,790

1,600

1,100 

1,600

83

1,460

86

1,100

84

85

_____

84

1,820

82

82

503

1,100 

76

,100

,310

917

9L8

9L8 

749

749

748

738

411

371

JUNE

281

856

1.220

580

822

316

67

JULY

1,2*0

1,170

168

227 

119

533

9IU

6"i3

1,910

1.6SO 

1,610

AUG.

2,000

1,420

2,700

2,010 

722

1,800

1,240

1,550

2,480

838 

450

2,760

SEPT.

282

1,180

579

1,840 

1.680

1,130

381 

154

610

184

997

1,190 

31,613

2,780

AC-FT 686,500
WHITE RIVER BASIN

2 

3

4 

5

6

7

9

11 

12 

13 

14 

15

la

19

22

24 

25

26 

29

MIN

_______

964 

989

1.140

1.070

2,500

2,780 

610

3,060

3.160 

3.050

917

154

7-060C

78

484

2,390

2,260 

2,600

2,760

1,820

1,500

78

. North

1,810

1.540

126

2,660 

2,620

206

85

135

81

Fork Riv

1,300

1,300

65 

63

296

83

925

63

er at No

84

85

558

413

965

263

62

rfork Da

334

710

901 

60

166

77

ra, near

266

2,300

498

1,900

75

Horf ork ,

253 

1,,9 0

737

2,600

2,000

251

Ark. C

 

I'.ZBC

1.530

2,800

1,960

75

sntinued

1,610

1,530

1,590

21?

263

1,230

789 

857

1,380

234

412

76

382

353 

381 

519 

352

182 

1,460

75 

451

683 

71

71

AC-FT 874,000

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

3 

4

6

7

9

11 

12

15

17 

18

20

28 

30

MIN

OCT.

86 

86

730 

710

1,500

193

700

86

NOV.

856

303

452

1.440

256

87

DEC.

1.530

866

280

913

91

JAN.

707

731

97

90

FEB.

294

96 

776

90

MAR.

1,140

686

91

880

1,480

91

APR.

66

84

373

382

84

MAY

84

879

1.660

1,760 

85

85

1,960

84

JUNE

2,210

3,170

2,960

2,170 

1,500

82

62

JULY

2,740

29?

1,140

2.810 

3,070

3.060

264-

AUG.

332

2,990

2,900

3,230 

3,160

3,230

292

SEPT.

1,070

461

3B1

303

3,020 

2,610

383

432 

1.580

225
WHITE RIVER BASIN

7-0605. White River at Calico Rock, Ark.

Location. --Lat 3e°06'58', long 92°08'3£", in SE^NE^ se c.2£ (revised), T.I'? N. , R.ll W. , on left 

bank at Calico Rock just upstream from Calico Creek;, 85- miles downstream from Catarsct Creek, 

6 miles upstream from Pinev Creek, and at mile 359.1.

Drainage area.--9.9fi5 sq mi.

Records available --October 3939 to Sentember 1965. Gage-height records collected at same site 

since ] 9H4 are contained in reprv-ts of U.S. Weather Bureau.

Average discharge. - -3fi years, 9,741 cfs (7,052.000 acre-ft per year).

Extremes . - -Maximum and minimum discharges for the water years 1P61-R5 are contained in the following 

'" table;

Discharge 

(cfs)

L4, I960 

27, 196C

1939-R5: Maximum di«charge, 310,riOO cfs Apr 16, ] 94f (gage height, 4H.84 f * I; mi.nimum 

observe . 305 cf= Sept. 2", 135^; minimurn daily, 310 cfs Sept. ?", 1%4.

Maxiinum =tage knnwn, 51.9 ft Jan. 31, 1916, present datum, from records of U.S. Weather Bureau 

(discharge. ?5'"I ,UOO cfs).

Revisions.--WSF 111": Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER

DAY

B 

3

10 

11

13

15

19 

20

21

2* 

25

28 

29 

30

31

M1N

OCT.

3,810 

3,780 

*,500

3,580

4,340

4.560

3,970

2,520 

4,520

3,720

4,480 

3,02U

3,480

4.540

1,500

3,070

4,190

- 

2,610

8,250

8,000

9.94C

6.22C

5,620

4,550

6,340

6,400

7,350

6,040

6,140

7,760

7,700

8,430

8,800

7,100

2,660

5,440

-- 

 - 

MAR.

5,600

21,600

10,500

8,750

9,230

14,600

24,000

APR.

19,500

15,100

19,900

23,600

20,800

10,700

 

15,900

79,800

23,200

16,800

14,700

11,500

11,300

JUNE

14, COO

18,500

L6,600

17,700

17,200

23, ZOO

JULY

24,400

22,400

21,2on

21,600

23, «<00

22,000

22,800

AUG.

20, 800

20,800

19,900

23,400

22,900

12.60P

6, T «e

7,080

SEPT.

*,'»40 

K,«0

4,720

4,980

4.660

3.2BO

4,980

4,»>00 

4,580

,72,,00

CAL YR I960: TOTAL 2,858,140 MEAN 7,809 MAX 5*,BOO MIN 1,220
WHITE RIVER BASIN

1

2 

3 

4 

5

6

7 

8 

9 

10

11 

12

14 

17

25

28 

31

MIN

3.9SC

5,640 

4,620

4,280

3,860 

3,710

3,080

4,720 

4,700

2,740

2,840

2,450

7-060

5,620

5. White

7,460

River a

11,000

t Calico

10,300

Rock, A

13,200

rk. Con

12,900

tlnued

5,280 2.8BO

11,100

3,960

6,120

7,220

6,480

5,640

9,400

5,307

CAL YR 1961! TOTAL 4,426,560 MEAN 12,130 MAX 94,400 MIN 2,450 AC-FT 8,780,000

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3 

4

5

6

7

9 

11

13 

14

15 

16

23 

24

27 

28

30

MEAN 

MIN

3

6,250 

4,820

6,720

6,100

5,540

3.370

&

2,960

3,110

4,100

2,310

5,650

6,960

9,380

2,430

8,360

2,910

3,660

10,500

3,780 

7,710

3,040

7,510

4,890

7,880

3,020

5,920

4,160

6,320

7,020

6,380

5.800

5,000

3,030

1,660

2.520

11,200

JUNE

6,940

5,360

1,860

8,220

JULY

1,680

2,030

9,300

6,380

AUG.

4,880

2,000

4,400

3,190

4,840

3,840

1,620

SEPT. 

1,370

2.840 

4,160

3,880

5.280 

4,600

5,040

904

7,500

873 

3,360

3,880

7,500 

873

WAT YR 1963: TOTAL 1,753,297 MEAN 4,804 MAX 11,200 MIN 873 AC-FT 3,478,000
WHITE RIVER BASIN

7-0605. White River at Calico Rook, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1 

2

4 

5

6

7

9

11 

12

14 

15

17

19 

20

21

24 

25

29

30

TOTAL

MEAN

M1N

2,660

2,860

3,840 

3,840

2,710

8,510 

8,390

264,'200

6,180

3,100

6,800

4.60G 1,900

MAR

,. ,,. ""'

1 , 8RO

2,760

3,500

1,110

a, IT!

6, <=V

6, 7o .

1,560

3,1 = 0

3, SOS 

2,930

2,160

1,331

4.17C

7,680

7,330 

5, "C

1,3C(,

3,6f>r 

l.5<n.

1,330

1,720

J 68 

202. ,00

DISCHARGE, [N CUBIC FEET PER SECOND, MATER YEAR UCTGBER 1964 TO SEPTEMBER

1

3 

4 

5

6

7

9 

10

11

14 

15

16 

17

18 

19 

20

21

25

26 

27 

28

29 

30 

31

MAX 

M1N 

AC- FT

2,1 BO

3,680 

1.460

1.230 

940 

2,570

2,620

1,400 

1.4BO

2,170

153,000

3,020

4.B20 

5, BOO 

6,620

3,040

_!:2!2

181,100

3,940

1,940

930

l.BOC

188,900

4,270

4,440

3,840

3,710

236,600

12,200

3,160

6,680

::-::

274,900

4,070

5,500

7.5BO

5.420

285,300

5,000

9,780

3,°30

_!l!l°

508.500

20,100

B.38C

11.5CO

4,250

515,700

JUNE

'5.16C

2,600

4,840

_ 1 __

377,800

JULY

3,640

5,230

4,04C

3.2CO

402, SCO

AUG.

8,360

13,100 

10,800

13,200

6,620

1,880 

467,300

SEPT.

3,590

3,1*0 

1,7-0

2,:6C 

1,720 

2, "-00

3,010

______

1,700 

284,100
WHITE RIVER BASIN

7-0613. East Fork Black River at Lesterville, Mo.

Location. Lat 37°27'00", long 9U°49'40", in NE^SE^ sec.16, T.32 K. , R.2 E. , at bridge on State 

Highway 21 at Lest/erville, three-quarters of a mile upstream from Black River.

Drainage area. 94.5 sq mi.

Records avdllt-Die. January l&ciO to September 1965.

Gage.--Digital water-stage recorder. Datum of gage is fa55.34 It above mean sea le^el, datum of 

1929- Prior to June 9, 1964, graphic water-stage recorder at same oite and 'latum.

Average Jlscharge.--5 years, 68.6 cfs (49,660 acre-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual nuuujiim. etidchaige (*) and peak dlsunarges abuve bast (c,OOO _t&), Witer years 1961-b5

Date

Nov. 15, 1960

Mar. 5 1961 

May 7, 1961

Time

L3uG

2000 

1400

Discharge

2,350

6,490 

* 7,200

Qage 

height

7.17

9.50 

9.80

Date

June 15, 1961

Mar. 21, 1962

Time

0530

1UOO 

0100

Discharge

3, 760

2,070 

* 2,920

Qage 

height

8.10

t.95

7.55

Date

May 26, 1963

Mar 9, 1964

l,8iu 

4,480

Gage 

leighi

Water year

1961 

1962 

1963

Date

Sept. 12, 13, 1961 

Aug. 29, 30, 1S62 

July 26-28, 1963

Discharge

1.7

.60 

.20

Gage height || Water year

2.14 1964 

2. r>4 1965 

1.79||

Date

Many days 

Aug. 13, 14, 1965

Discharge

0 

1.0

Gage height

1.74

1960-65: Maximum discharge, 7,200 cfs May 7, 1961 (gage height, a.30 ft), from rating curve 

extended above 2,100 cfs; no flow for many days in 1963-64.

Flood in March 1935 reached a stage of about 13.8 ft, from information by local resident

imarkb.--Records good above 10 cfs and poor below. Low flow regulated by Union Electric Co. 

Taum Salik pumped-storage powerplant lower reservoir, 4 miles upstream, since Feb. 19, 1963 

(capacity 6,350 acre-ft).

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEM&cK 19S1

DAY

T

4

6

7

8 

4

12

13 

14 

15

16

17

18 

19 

20

21

23

25

26 

27 

28 

29

30

TOTAt

MAX 

M1N 

CFSh 

IN.

OCT.

5 .2

5.0

6.9

8.8 

8.5

11 

11

9.7 

9.1

9.1 

9.1

B.8 

8.5 

6.0 

1 

5

4

3

2

2

1

2

3 8.2

18 

5.0 

.11 

.1J

NOV.

18 

18

18

16 

16

92

44 

37 

32 

273

B74 

236 

137 

98 

74

60

279

118

 ,5 

75

59 

51

3,2^-2

874

l.lb

I. 3D

45 

40

32

412 

372

135

535 

250 

169 

122

102 

87 

73 

63 

58

51

39

33

30 

28 

27 

25 

25

4.305

1.14C 

24 

1.49 

1.72

24 

23

21

19

16

16 

16 

16 

18

19 

19 

21 

21 

22

22

22

22

22 

22 

21

19

18

611

1S 'J 

16 

.21 

.24

-

18 

18

16

16

18

154 

270 

158 

115

91 

375 

670 

394 

220

171

148

110 

11

.._!!

3,650

16 

1.38 

1.44

96 

89

82

2,310

436

178 

717

358 

238

182 

152 

156

190 

194

400

372

197

160 

178 

171 

148 

126

12,379

82 

4.23 

4.87

APP.

327 

225

167

1 18

95 

536

380 

380 

255 

214

227

185 

156 

150 

131

113

107

99

92 

82 

76 

69 

73

5,998

6<J 

2.12 

2. 36

 UN l.C

 UN 1.8

115 

115

91

1,310

3,540

2,070 

U87C

232 

18C 

183

294

188 

148 

142 

115 

96

81

8!>

67

122

IC8 

86 

71

60

12,774

54

t.36 

5.03

%

50

37 

34

366 

433

69 

73

235 

2,040

514 

249 

168 

113 

92

76

38

26 

25 

23 

20

5,326

2,040

20 

1.88 

2.10

20 

20

17

13

17

10 

8. '3

11 

8.1 

8.9 

9.3

8.9 

8.1 

12 

21 

13

12

10

15 

i°

\l 

10 

8.9

3^8.1

£ 

.U 

.16

7. 

6.

5.

5. 

6.

4. 

4.

4.

3. 

2.

2. 

2.

!2.

2. 

2.

2. 

2.

112.

7.

^ 

.0

3.! 

3.1

2.9

2.8

2.*

2.2 

2.1

1.8 

1.9 

2.6

3.1

3.1

2.1 

2.8 

2.6

2.t

i. 5

2.3

2.3 

2.1 

2.1 

2.3 

2.5

75. r

1:1 .03

.03

1GO
WHITE FIVER BASIN

7-0613. East Fork Black River at Lesterville, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

4

5

6

7

8

9

10

1

2

3 

4

5

7

8

9

0

1

3

4

6

7

8

0

1

HE N

MIN 

IN.

2.8

2.9

2.6

2.8

2.

2.

2.

2.:

2.

2.

2.

2. 

2.

2.

2.

2.

3.

3.

3.

3.

3.

4.

4.

5.

4.

3.

3.1

2.

 7.1

7.7

20

14

11

9. I

8.

8.

6.

7 .

8.

7. 

7.

6.

7.

8.<

9.

9 -

8.1

13

13

12

11

10

9.3

_____

10.1

5.2

8.9

10

12

19

20

19

17

22

23

28

57

68 

54

46

527

243

190

140

104

69

59

47

43

38

33

30

71.8

8.9

27

26

24

29

103

129

94

75

65

58

53

49

183

131

104

S4

83

848

255

211

284

195

122

100

215

24

88

78

64

58

52

49

46

58

69

67

63

58

108

110

106

93

105

224

406

266

235

175

______

___-

117

46

140

116

115

108

08

86

110

148

142

144

138

US

69

63

83

1,310

2,210

284

198

410

258

180

137

132

277

63

123

105

83

78

74

70

76

145

147

645

344

211

104

80

68

61

54

72

76

66

64

85

156

______

127

53 

1.34

MAY

 

596

514

166

121

95

81

68

66

58

50

43

38

2

2

2

2

2

1

1

1

1

. 1

.1

8.5

79.4

8.5 

.84

11

10

8.5

7.9

7.2

6.7

7.2

7.0

7.2

8.8

6.7

5.8

7.5

9.1

12

6.5

5.4

5.5

4.6

4.6

4.1

-__ 

7.52

4.L 

.08

JULY

3.

3.

3.

6.

5.

5.

5.

4.<

3 >

3.

3.

2.

2.

2.

2.

2-

2,

2.

2,

2.

2.

1.

3,

3.

3.1

1. 

.0

2.

2.

2.

3.

4.

3.

3.

2.

2>

2.

2.

2.

1.

1.

1.

.80

.70

.80

.80

.90

.80

.80

.70

1.1

1.79

.70 

.02

_«_" -

1.5

1.5

8.5

'.8

9.5

6.0

8.5

13

11

S. 5

7.5

6.7

36

28

26

23

20

16

22

32

28

?4

1<3

 

26.6

1.5

.28

1 480 10 1

2

*

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

MEAN

MIN 

IN.

»C-FT

249

81

61

52

44

38

29

31

25

21

21

21

18

17

16

15

14

14

13

12

12

11

11

10

10

10

11

10

47.7

9.3 

.58

2,930

1

*

!

.

f

f

f

9

1

1

1

1

1

12

12

12

12

12

11

11

11

11

11

11

tl

10.8

9.0

1

2

2

6

3

2

2

2

2

2

2

2

2

2

2

2

2

8

1

9

8

6

0

5

2

1

3 3

3 0

48.5

11

11' 8

99

72

62

69

68

62

57

50

44

41

48

44

33

29

25

21

22

22

22

21

18

15

14

13

12

11

11

11

39.6

11

i

!

.0

.0

.0

.9

.9

.9

.0

.5

.0

.2

.8

.3

 

8.2

8.4

12

25

21

20

19

18

17

19

20

19

17

15

25

20

100

300

170

120

96

90

81

72

79

71

64

60

83

9.63

4.9

90.6

8.2

3 8

2 8

1 2

1 9

5

7

9

>4

2

3

n

4

: i

7

7

6

5

(,

3

9

9

9

4

3

4

8

0

6 0

4 1

98.1

13

205

134

82

70

60

47

41

35

32

31

22

26

28

24

21

188

166

103

107

112

77

57

50

106

1,280

915

402

205

125

159

21

L^U^L_

7

8

1

7

2

0

7

5

7

2

2

: 5

7,

0

0

4

t

9

14

9.0

6.2

6.2

5.8

5.7

5.1

4.9

4.4

3.3

20.1

3.8

3.4

3.0

2.8

1.6

3.2

3.0

2.

2.

3.

3.

3.

3.

2.

1.

1.

1.

1.

. 0

. 0

. 0

. 0

. 0

. 0

. 0

.9

.5

.2

.n

,90

,80

.70

.60

.50

50

.50

.50

.50

.50

.50

.50

.50

.50

.50

.50

.50

.50

.50

.50

. 0' .50

.0 ,50

. P .50

2.

2.

1.93

.20

.50

.50

1.46

.50

3

3

12

f

2

.5

.ft

.8

.5

.s

.2

.1

.8

.8

.7

.7

.6

.6

.6

.7

.7

.7

.5

.3

.1

.8

.6

.5

.2

12.3

1.5 

.13 

.15
WHITE RIVER EASIN

7-0613. East Fork Black River at Lesterville, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER

8

9

10

1112

13

14

15

16

17

15

JO

21

21

23

24

25

26

27

28

30 

31

MEAN 

MAX

MIN

IN. 

AC-FT

2.7

2.1

1.9

1.7

1.4

1.2

.90

.70

.60

.50

.40

.20

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

.54 

2.7

0 

33

0

0

0

0

o

o

0

c

0

0

0

0

0

0

0

0

0

0

195

394

104

61

46

35

31

20

30.3 

394

0

1,800

ID

1*

7.3

4.2

3.8

14

19

11

9.3

16

14

11

6.

4.

3.

3.

2.

2.

i.

2.

2.

2.

1.

1.

1.

1.

1. 

1.

6.4

1

1.

1.3

1.3

1.2

1.2

1.0

.90

.90

1.3

1.4

1.4

1.4

1.4

1.3

2.3

9.5

4.8

5.8

11

13

52

75

30

30

17

15

6.2

4.2 

4.1

9.88 

75

.90

4.1

.8

.0

.2

.9

.3

2

2

5

.0

.3

7

5

2

198

68

168

83

94

29

94

67

21

60

16

22

198

3.B

12

15

31

42

58

25

374

2,880

2,010

745

1.360

739

225

110

oo

1C 7

78

119

140

114

95

71

92

236

L52

L10

73 

67

2,880

12

59

57

57

1,450

1,400

440

231

155

118

99

88

103

103

92

80

70

46

18

20

338

328

351

170

262

326

411

113

1,450

18 

2.54

1IN 0 

UN 0

41

38

37

45

32

13

12

7.2

5.0

8.3

6.8

3.8

9.0

17

18

8.6

16

8.3

6.5

6.8

5.4

9.4

23

20

9.0

48

11 

6.8

84

3.8 

.21

11

33

21

6.1

4.4

3.2

5.8

25

28

12

9.6

5.4

29

20

22

8.3

8.2

9.9

5.9

3.3

5.3

3.4

2.3

1.6

l.l

.90

1.6

54

.BO 

.12

1.3

1.0

.80

.70

.70

.60

.50

.40

.30

.2C

.50

.4C

.2C

.20

.10

0

0

0

0

.60

.70

.70

.70

.70

.40

.20

.10

0

1.3

0 

.005

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.30

1.1

1.3

1.0

1.0

1.4

2.1

2.8

1.9 

1.8

2.8

0 

.006

1.7

3.8

4.4

2.4

1.7

1.3

1.0

.90

.80

.90

.80

.80

.70

.60

.60

.80

1.6

1.4

2.4

3.6

3.1

2.7

2.1

7.7

18

37

8.1

140.10 

37

.60 

.05

590

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5 

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

HIM 

IN.

OCT.

9.5

20

9.7

16

11 

6.1

4.9

4.4

4.5

4.4

4.4

4.4

4.4

4.4

4.6

4.7

4.7

5.4

6.2

5.0

5.0

5.U

5.2

5.9

5.9

5.0

4.6

4.4

4.3

3.9

8

6.18

20

3.8 

.08

NOV.

3.8

3.5

3.2

3.2

3.6

4.3

4.3

3.8

3.3

3.0

2.8

2.6

2.6

2.9

2.9

3.0

2.9

4.3

3.5

2.8

2.5

2.3

2.2

2.2

2.1

2.2

4.1

3.1

2.4

3.09

4.3

2.1

.04

DEC.

2.3

2.6

3.0

3.5

3.4

3.2

3.8

3.5

3.9

4.7

60

19

6.3

4.6

4.2

3.9

).6

3.6

3.3

3.2

3.2

3.2

3.5

3.8

3.7

3.5

3.2

3.2

3.2

3.3

5.90

60

2.3

JAN.

3.5

6.1

6.2

5.8

5.1

5.0

5.0

10

34

30

29

22

12

13

29

20

11

10

19

22

37

27

14

9.7

34

72

6L

34

17

12

20.0

72

3.5

FEB.

10

9.0

8.0

7.4

8.4

28

29

51

124

61

16

40

62

23

16

38

81

15

10

8.8

7.5

7.0

6.6

5.9

5.8

5.4

5.4

 

 

24.9

124

5.4

MAR.

16

348

188

108

32

163

21

175

86

56

93

72

30

75

14

37

37

62

11

38

24

21

25

30

28

21

18

21

48

32

66.8

348

11

APR.

35

29

93

122

122

122

131

52

119

111

90

76

79

133

138

141

123

98

83

74

65

58

52

47

43

36

34

29

26

82.1

141

26

MAY

21

14

9.2

8.1

6.3

5.9

5.6

7.1

8.4

6.8

5.7

9.0

20

26

20

24

22

70

41

26

19

16

8.5

5.7

6.3

6.4

5.1

4.4

3.9

3.5

14.3

70

3.5

JUNE

3.4

3.7

4.7

4.3

6.7

98

91

82

40

95

62

110

73

50

37

36

33

27

16

55

51

11

5.7

3.9

3.0

2.3

2.1

1.9

1.8

33.8

110

1.8

2,010

JULY

2.1

13

14

13

2.9

2.7

2.3

3.1

3.2

2.5

2.5

2.3

3.2

3.6

2.7

2.4

2.6

2.5

2.7

2.9

2.7

2.8

2.7

2.5

2.3

2.2

2.1

1.8

1.7

1.6

3.66

14

1.6

225

AUG.

2.1

2.3

2.1

1.9

L.6

2.0

2.1

1.9

1.7

1.4

1.3

1.2

1.1

1.1

1.1

1.1

1.1

1.1

I.I

l.l

1.1

1.1

L.l

1.3

1.5

1.5

L.4

1.4

1.4

2.2

1.48

2.3

1.1

91

SEPT.

10

16

4.2

3.6

24 

34

35

29

24

27

12

5.3

6.5

70

116

63

48

65

27

8.0

50

132

126

116

99

74

39

67

62

77

49.0

132

3.6

2,910

AC-FT 41,280
WHITE RIVER BASIN

7-0615. Black River near Annapolis, Mo.

Location. Lat 37°20'10", long 90°47'15", In SW^NW^ sec.2S, T.31 N., R.2 E. , on right bank 0.4 mile 

downstream from Mayberry Branch, 7 miles southwest of Annapolis, 11 miles downstream from East 

Fork, and at mile 278.5.

Drainage area.--484 sq ml.

Records available. April 1939 to September 1965.

Gage.--Digital water-stage recorder. Datum of gage is 569.72 ft above mean sea level, datum of 

T^929 (levels by Corps of Engineers). Prior to Aug. 21, 1942, graphic water-stage recorder at 

site 415 ft upstream at same datum. Aug. 21, 1942, to Aug. 22, 1963, graphic water-stage recorder 

at present site and datum.

Average discharge. 26 years, 543 cfs (393,100 acre-ft per year).

Extremes. Haximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*} and peak discharges above base (7,000 cfs), water years 1961-65

Date

Mar. 6, 1961

May 7, 1961

Mar. El, 1962

Time

0500

1930

0600

Discharge

23, BOO

* 28,600

* 22,200

Gage 

height

14.50

15.87

14.00

Date

May 26, 1963

Mar. 9, 1964

Apr. 6, 1964

Time

1730

2315

0115

Discharge

* 12,300

» 23,800

16,600

Gage 

height

10. 6O

14.46

12.24

Date

Apr. 6, 1965

Sept. 22, 1965

Tim?

1800

1930

Discharge

9,600

* 11,600

Gage 

height

9.49

a 10 . 34

Prom floodmark.

Annual minimum discharge, water years 1961-65

Water year

1961

1962

1963

Date

Sept. 29, 30, 1961

Aug. 20-22, 1962

Sept. 29, 30, 1963

Discharge

101

72

81

Gage height

2.01

1.88

1.94

Water year

1964

1965

Date

Aug. 12, 13, 1964

Aug. 16-18, 1965

Discharge

71

65

Qage height

1.73

1.64

1939-65: Maximum discharge, 45,400 cfs June 8, 10, 1945 (gage height, 20.1 ft); minimum 

discharge, 65 cfs Aug. 16-18, 1965; minimum gage height, 1.36 ft Sept. 25-28, 1948.

Remarks. Records good. Small regulation from upstream reservoir since February 1963.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

<t

5

6

8 

9 

10

11

14

16 

17 

18

21 

22

27 

28

30 

31

MEAN 

MAX 

HIN

CFSM 

IN.

253

214 

208

167 

159

2L1

159

182

180

11 090

188

284 

414

280 

1,760

405

422

 

23C

708 

591

886 

586

312

246

185

169 

164

194

88

72

72

85 

85

472

671

436

3.000

1.520

1,040

862 

1.480

1,000

848

1,800 

1.480

1.040 

883

690

548

488

3,430 

1,480

786

660 

543

512

630

401

447 

807

488

642 

483

320

271

2?3

200 

182

170

407 

1,0 VQ

358

498

226

189

62

48

44 

55

120 

116

137 

137

126

126

146

131

120 

120 

120

116 

114

129

118 

111

106 

104

102

118

7,000
WHITE RIVER BASIN

7-0615. Black River near Annapolis, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

4

5

6

7 

8 

9

10

11 

12

14 

15

16 

17

20

22 

23 

24

26 

28

30 

31

MEAN 

MAX 

MIN

rN.

AC-fT

OCT.

101

106 

106

106

106 

106 

106

106

108

109 

109

111

111 

113

116 

126

111 

101

.26

126

1-J4

lt,7 

155

146

142 

139

148 

155

167

165

.38

155

249

255

387

522

240

.99

40°

305

295

1,600

4.78C

715

2.08

362

392

358

630

1.25

47e

6U

3,710

1,000

3.41

800

624

522

1,480

1,000

436 

486

459

1.65

2,500

l.l'O

024

66C

405

281

252

237

217

200 

1Q5

1.43

262

383

262

243

24?

192

189

17S

m

170 

146

146 

.52

139 

37

33

33

29

16

06 

96

= 2

89 

87

37

85 

114

.?6

108 

152

96 

111

101 

= 7

B87 

64

82 

80

77

72

72 

76

106

111

104 

97 

92 

101

91.0 

.??

SEPT.

,06 

108

271

256

1"2 

231

22' 

1SB 

1P4

2Cfr 

4tS

31ft 

2h2

If

1 6J 

!74

271 

240 

217

IRA

21-

.5C

13,cir

CAL YR 1961: TOTAL 220,404 MAX 15,800 MIN 1C1 CFSM 1.25 rN 16.54 AC-FT 437,?CQ

DISCHARGE. IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 19t,2 Tu SEPTEMBER

1 

2

4

5

6

7

9 

10

11

13

15 

17

20 

21 

23

26

28 

29 

30 

31

MIN 

IN.

1,000

488

350 

312

214

223

162

151

153 

165

.66

162

158

155 

158

148

146

148

146 

144

142

142

142 

142

131

129

278

226

340 

795

488

358

255

231

180

176

170 

170

167

156

144

128

122 

122

122

412 

396

335

888

438 

3,280

135

601

298 

280

245

189

138

138

805

242 

238

238 

213

618

7,260 

3,280

860

218

704

228 

215

328

365 

3C9

262

173 

161 

158

138 

.68

JULY -^L135

133

112

110

lln 

12?

130

118

110

112 

119

115 

lie

96 

96 

104

167

96

.30

AUG.

138

128

106

34

164

2C8

21P 

32^

305

255

218

176

;;: 147

1 26

120 

116 

115

113

94 

.38

14r

15C

187 

228 i«i

1L5 

125

12(1 

111

1C 3 

101

95

52

°0 

R9 

36

86

B6

85 

£4 

64 

83 

82

B? 

.28

7,260 MIN 82
WHITE RIVER BASIN

7-0615. Black River near Annapolis, Mo.--Continued

DISCHARGEi IN CUBIC FEET PER SECOND, WATER YEAR CCTOBER 1163 TO SEPTEMBER 1964

2 

3

5 

6

8

10

11 

12

14 

15

L7 

18

20 

21

23 

24 

25

26

28 

29

MEAN

MAX 

M1N 

CFSM 

IN.

86

86

84 

84

86

86

86 

87

B7 

89

90 

90

94 

94

94 

94 

94

94

96

98

89.8

98 

84 

.19 

.21

96 

96

113 

115

1C8

104

100

100

100 

106

118 

118

2,280 

943 

616

479

349

.57 

.64

227 

211

178

148

Ibl

131 

127

118

113 

110 

108

109

111

.30 

.35

103 

104

106

106 

105

122

178 

212

183

158

.26 

.30

131 

128

266

425 

324

350

291 

248

195

.53

.58

192 

183

10, BCD

684

58o

628

5CB 

710

563

2.75 

3.17

366 

354

B88

483 

455

373

1,140 

1,010

1,360

2.51

2. BO

542

300

250

195 

181

178

178 

1S1

256

.56 

.65

230

147

162 

144

151 

158

13C

102

93

.30 

.33

105

ICO

 n

89

90 

1C3

83

8B

94 

"2

89

111

114 

88 

.20 

.23

99

87 

83

79

76

75 

73

85

87

85

80

31 

17

08

12

40

20

140 

72 

.20 

.23

109

o 2

8*

84

S3 

84

8? 

81

91 

102

1C?

203 

166 

140

127

153

127

3,t"l

213 

80 

.23 

.26

A r,-FT 227,200

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3

4 

5

7

9 

10

12 

13

15

17

18

22 

23

25 

26

28

30

TOTAL

MEAN 

MAX

CFSM 

IN.

113 

121

110 

103

95

97

98

97

97

98

98

00 

02

02

00 

21

.21

100 

100

100

100

100

103

128

111

114 

146

148

111

150

.23

140 

137

144

130

132

12C

110

120 

118

116

210

.27

119

168

187

202

171

162

230 

260

180

260

.36

145

1,170

575

301

194

151 

148

 

8,509

1,170

.63

178

5CB

44 B

2B1

280

235

199 

197

238

618

.69

221

3,820

832

5°5

809

928 

756

431

310

267

229

4,°80

2.05

213

166 

146

201

222 

201

1°7

171 

101

203

22B

50B

330

283

512

.49

248

1,510 

1,780

65C

543 

688

43°

322

288

275

130

116

107

1,780

1.01

- *

JULY

105 

128

128

1C5

10B

95

113

51

89

B7

B7 

84

77

76

7?

128

'T

- - -

69 

67

67

67 

72

71

69 

68

67

66

66

72

£

85

54 

04 "S

 32

76.7 

ICO

.16

.IB

141 

182 

152

137

74=

470

252

227 

21*

2,010

900 

500

300

5,0f,o 

 5,820

1,110 

782

506

419

1.005 

5, 360

2.08 

2.32

HAT YR 1965: TOTAL 121,878
WHITE RIVER BASIN

7-0620. Clearwater Reservoir near Piedmont, Mo.

Location. Lat 37°08'00", long 90°46'3l", in NW£ sec.6, T.28 N., R.3 E., in intake tower at dam 

on Black River, 4j miles west of Piedmont and at mile 257.4.

Drainage area. 398 sq mi.

Records available.--June 1943 to September 1965.

Gage. Water-stage recorder. Datum of gage is at mean sea level, datum of 1929 (levela by Corps 

of Engineers }.

Extremes. --Maxlmuins and minimums (contents in acre-feet, elevation in feet) for tfe water years

1961-65 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

May 12, 1961 

Mar. S3, 1962 

May 29, 1963 

Mar. 14, 1964 

Sept. 24, 1965

Contents

158,100 

70,600 

65,470 

105,800 

59,180

Elevation

£34.09 

514.25 

512.69 

523.43 

510.65

Minimum

Date

Oct. 1, 1960 

Sept. 26, 1962 

Sept. 13, 1963 

Oct. 15, 1963 

Nov. 18, 1964

Contents

21,140 

21,020 

19,650 

15,590 

19,440

Elevation

493.52 

493.45 

492. 5P 

492.54 

492.44

Remarks.--Reservoir is formed by earthfill dam. Storage began June 3, 1948; conservation pool level 

reached July 4, 1948. Capacity, 413,700 acre-ft at elevation 567 ft (crest of spillway), of 

which 391,800 acre-ft is available for flood-control storage, and 21,920 acre-ft is permanent 

storage which under normal conditions will be maintained for purposes of conservation and recreation at elevation 494 ft. Reservoir used for flood control and incidental recreational purposes. 

Contents computed from daily readings at §400 hours.

CONTENTS, IN ACRE-FEET, AT 24OO HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2 

3

4

5

6

7

8

9

10

11

12

13

14

IS

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(t)

(*)

MAX

MIN

OCT.

21,170

21,200 

21,200

21,270

21,410

21,710

21,970

22,10O

32,120

22,130

22,100

22,050

21,970

21,940

21,970

21,970

21,970

22,020

22,070

22,000

22,030

22,080

22,130

22,150

22,150

22,120

22,000

21,990

22,O20

22,080

22, 080

494.10

+890

22,150

21,170

NOV.

22,150

22,070

21,970

21,950

21,990

21,990

2E,100

22,200

22,310

22,310

22,150

22,050

22,050

22,08O

24,100

24,520

23,400

22,260

22,020

21,950

21,920

22,230

22,560

22,600

22,430

22,150

22,050

22,000

21,95O

-----

494.02

-130

24,520

21,920

DEC.

21,950

22,020

22,050

22,120

22,340

24,050

24,070

23,090

22,650

25,940

29,460

27,760

24,850

22,460

21,970

21,900

21,920

21,940

22,02O

21,950

21,920

21,950

22,020

22,020

22,020

21,970

21,920

21,990

21,990

22,000

494.05

+50

29,46U

21,900

JAN.

21,940

21,970

22,030

22,120

22,180

22,160

22,130

22,080

22,000

21,990

22,000

22,000

22,150

22,160

22,100

22,050

22,000

21,970

22,000

21,970

21,970

22,020

22,080

22,080

22,160

22,200

22,180

22,200

22,210

22,200

494.17

+200

22,210

21,900

FEB.

22,160

22,020

21,990

21,990

21,990

22,070

21,970

21,990

22,020

22,080

22,160

22,470

22,570

2E,260

22,130

22,250

23,320

24,520

24,220

22,880

22,120

22,160

22,160

22,020

22,050

22,030

21,950

 

494.02

-250

24,520

21,950

MAR.

21,990

22,130

22,160

23,450

56,780

67,910

73,520

75,080

73,670

71,170

69,040

69,740

69,100

66,320

62,820

58,450

54,220

50,480

46,930

44,520

43,040

41,830

39,430

36,200

32,750

29,980

26,850

24,760

24,430

495.75

+2,900

75,080

21,990

APR.

24,780

24,420

24,480

24,610

24,520

24,420

24,520

25,540

27,050

26,730

26,680

26,200

25,040

24,920

25,070

24,860

24,690

24,710

24,550

24,420

24,400

24,420

24,4OO

24,430

24,350

24, 330

24,330

24,360

24,690

495.66

-160

27,050

24,330

MAY

24,SOO

24,470

24,420

24,540

31,410

77,630

112,700

145, 700

155,400

157,900

157,100

154,900

152,300

149,400

145,700

141,500

137,300

132,300

127,200

121,900

117,300

113,800

111,700

109,600

107,600

105,600

103,500

100,900

97,980

94,970

520.84

+70,280

157,900

24,420

JUNE

91,96U

85,770

82,660

79,3OO

75,790

72,370

69,870

69,400

67,240

64,760

62,100

59,060

56,990

62,100

63,690

62,170

59,910

57,480

54,770

51,980

48,720

45,360

41,930

38,510

35,020

31,510

28,670

26,320

24,660

495.64

-70,310

91,960

24,660

JULY

23,620

22,960

22,740

22,720

22,740

22,760

22,880

22,930

22,960

23,000

23,030

23,030

23,090

23,110

23,130

23,130

23,220

23,310

26,230

26,890

25,450

23,550

23,010

23,000

23,220

23,000

23,000

22,950

22,770

22,570

494 . 40

-2,090

26,850

22,570

AUG.

22,520

22, 740 

22,800

22,850

22,910

22,820

22,560

22,150

22,160

22,360

22,570

22,650

22,560

22,510

22,030

22,070

22,210

22,360

22,490

22,430

22,410

22,440

22,380

22,290

22,310

22,330

22,340

22,360

22,360

22,340

22, 460

494.33

-110

22,910

22,O30

SEPT.

22,360

22, 200 

22,020

21 , 820

21,460

21,450

21,630

21,770

21,900

22,020

22,050

22,030

22,150

22,020

21,950

21,970

21 ,.990

21,990

21,990

21,970

21,950

21,940

21,920

21,920

21,900

21,940

21,990

22,050

22,030

22,000

494.05

-46O

22,360

21,450

CALENDAR YEAR 1960 .................... * -4, 340

WATER YEAR 1960-61 .................... * +810

t Elevation, In feet, at end of month.

* Change In contents, In acre-feet .
WHITE RIVER BASIN

7-0620. Clearwater Reservoir near Piedmont, Mo.--Continued

CONTENTS, III ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(t)

(*)

MAX

KIN

OCT.

21,920

21,890

21 , 900

21,950

22,006

22,000

21,950

21,920

21,890

21,900

E2,000

22,050

22,070

22,020

22,000

21,970

21,950

21,920

21,900

21,900

21,970

22,030

22,100

22,080

22,130

22,130

22,070

21,970

21,990

22,050

22,050

494.08

+50

22,130

21,890

NOV.

21,990

22,260

22,230

22,050

22,020

21,970

21,970

21,970

22,030

22,020

21,950

21,920

21,950

21 , 950

21,990

22,030

22,080

22,070

22,020

21,950

21,990

22,130

22,120

22,100

22,050

22,050

22,030

21,990

21,940

21,950

494.02

-100

22,260

21,920

DEC.

21,990

22,000

22,000

22,200

22,230

22,330

22,430

22,510

22,560

22, 360

22,340

22,390

22,590

22,570

22,380

22,260

23,710

24,310

23,290

22,410

22,020

21,920

21,850

21,870

21,990

22,100

22,130

22,080

22,000

22,000

22,050

494.08

4-100

24,310

21,850

JAN.

22,030

22,020

22,000

21,950

22,080

22,160

22,180

22,120

22,000

22,000

22,050

22,070

22,050

22,460

24,540

25,500

24,430

22,910

22,150

21,940

22,410

41,830

47,840

46,290

43,080

39,710

37,220

34,260

30,620

26,990

24,090

495.31

+2,040

47,840

21,940

FEB.

22,330

21,900

21,920

21,900

22,020

21,990

21,940

22,030

22,070

21,940

21,940

21,950

21,940

21,890

22,120

22,130

22,080

22,080

22,050

21,990

22,030

22,100

22,690

24,120

25,970

29,160

31,790

31,470

_ 

------

499.36

+7,380

31,790

21,890

MAR.

29,100

26,920

25,500

24,020

22,900

22,520

22,130

22,000

21,940

22,080

22,250

22,470

22,640

22,980

23,690

24,190

24,380

24,420

24,520

30,320

64,160

70,370

69,540

66,640

64,820

64,130

62,980

60,860

58,330

54,910

52,310

508 .25

+20,840

70,370

21,940

APR.

49,340

45,540

40,870

36,050

31,230

27,850

25,630

24,430

24,280

24,420

25,800

26,730

25,640

24,570

24,330

24,310

24,380

24,350

24, 350

24,380

24,400

24,500

24,570

24,590

24,520

24,450

24,520

24,660

24,930

25,520

496.14

-26,790

49,340

24,280

MAY

29,100

33,290

33,840

34,420

36,900

38,880

40,510

41,930

43,600

45,510

46,850

47,280

46,290

45,210

42,850

39,780

36,720

35, 700

36,370

36,940

37,460

37,900

38,340

38,730

39,280

39,450

39,080

38,230

36,500

34,700

32,150

449 . 70

+6,630

47,280

29,100

JUNE

28,880

26,820

25,730

24,690

23,810

23,640

23,860

24,020

24,210

24,240

24,020

23,520

23,570

23,770

23,900

23,980

24,070

23,900

23,550

23,310

23,450

23,550

23,790

24, 000

23,550

23,190

23,180

23,440

23, 620

23,650

495.06

-8,500

28,880

23,180

JULY

23,670

23,260

23,060

23,040

23,130

23,390

23,390

23,220

22,980

22,830

23,010

23,190

23,310

23,390

23,370

23,060

22,590

22,650

22,700

22,770

22,82O

22,850

22,900

22,900

22,910

22,910

22,910

22,930

23,030

23,130

23,090

494.72

-560

23,670

22,590

AUG.

23,040

22,980

22,950

22,960

22,930

22,880

22,850

22,780

22,750

22,770

22,750

22,740

22,720

22,690

22,650

22,640

22,600

22,570

22,540

22,540

22,560

22,560

22,520

22,740

22,720

22,570

22,460

22,380

22,390

22,460

22,830

494.56

-260

23,040

22,380

SEPT.

22,830

22,560

22,510

22,650

22,410

22,280

22,150

22,250

22,200

21,970

21,560

21,370

21,530

21,840

22,130

22,030

21,610

21,220

21,320

21,400

21,560

21,760

21,640

21,350

21,110

21,190

21,460

21,690

21,870

21,990

494.04

-840

22,830

21,110

t Elevation, In feet, at end of month. 

* Change in contents, In acre-feet.

CONTENTS, IN ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

! t )

(*)

MAX

MIN

OCT.

22,390

23,310

22,960

22,230

21,870

21,820

21,870

22,020

22,070

22,070

22,020

21,970

22,460

22,390

22,050

22,000

22,020

22,020

21,970

22,000

22,070

22,030

21,970

21,950

21,970

21,970

21,970

22,000

22,030

21,99O

21,950

494.02

-40

23,310

21,820

NOV.

21,970

22,020

22,000

21,950

21,920

21,950

22,050

22,030

21,950

21,920

21,950

21,950

21,950

21,940

21,950

22,030

22,070

22,030

21,950

21,950

21,990

22,000

22,000

22,000

22,020

22,020

22,030

22,030

22,050

22,020

494.06

+70

22,070

21,920

DEC.

21,940

21,920

21,920

21,950

21,940

21,940

21,920

21,940

21,900

21,950

22,000

22,020

22,070

22,070

22,030

22,020

22,000

21,970

21,970

22,130

22,130

22,100

22,250

22,250

22,080

21,900

21 , 840

21,920

22,180

23,320

23,520

494.98

+1,500

23,520

21,840

JAN.

23,270

22,750

22,210

22,020

22,020

21,970

22,000

22,020

21,990

21,950

21,870

21,890

21,940

22,070

22,080

22,020

21 , 950

22,020

22,050

21,990

21,900

21,990

22,020

22,020

22,050

22,130

22,150

22,080

22,070

22,020

21,950

494.02

-1,570

23,270

21,870

FEB.

21,920

21,990

21,990

22,000

22,020

22,050

22,08U

22,070

22,020

22,000

21,950

21,950

21,950

21,970

21,970

21,970

21,950

21,940

21,920

21,950

21,900

21,920

21,950

22,020

22,080

22,120

22,100

22,150

- __

______

------

494.14

+200

22,150

21,900

MAR.

22,180

22,100

22,030

22,490

23,550

24,030

22,880

22,150

22,180

22,000

22,050

21,990

22,020

22,050

22,560

23,710

25,300

25,380

26,530

26,400

25,140

24,540

24,420

24,380

24,380

24,350

24,380

24,310

24,240

24,350

28,300

497.69

+6,150

28,300

21,990

APR.

29,290

26,440

24,520

24,400

24,420

24,450

24,420

24,400

24,520

24,360

24,380

24,420

24,500

24,550

24,500

24,430

24,400

24,350

24,420

24,450

24,480

24,540

24,480

24,450

24,430

24,400

24,430

24,590

25,560

25,940

496.38

-2,360

29,290

24,350

MAY

25,110

24,520

24,380

24,350

24,310

24,360

24,400

24,420

24,470

24, 500

24,430

24,360

24,670

24,590

24,430

24,480

24,590

24,660

24,480

24,480

24,550

24,430

24,400

24,420

25,280

41,930

57,630

64,510

65,470

65,000

63,480

512.05

+37,540

65,470

24,310

JUNE

61,320

58,970

56,400

53,430

50,260

47, 050

44,220

40,800

37,380

33,960

30,620

27,870

26,580

25,450

24,830

25,120

25,040

24,170

23,350

23,620

23,720

23,770

23,860

23,530

23,140

23,140

23,340

23,650

23,910

24,160

 

495.35

-39,320

61,320

23,140

JULY

23,480

23,160

23,030

23,130

23,270

23,420

23,810

23,760

23,620

23,480

23,470

23,420

23,740

23,620

23,160

23,030

23,060

23,140

23,160

23,190

23,210

23,220

23,220

23,180

23,160

23,140

23,090

23,290

24,190

24,190

23,520

494.98

-640

24,190

23,030

AUG.

23,220

23,010

23,010

22,910

22,820

22,740

22,700

22,740

22,740

22,870

22,820

23,110

23,310

22,930

22,720

22,650

22,570

22,570

22,590

22,520

22,470

22,440

22,440

22,430

22,410

22,380

22,430

22,670

22,700

22,560

22,410

494.30

-1,110

23,310

22,380

SEPT.

22,260

22,260

22,470

22,430

22,440

22,340

22,200

22,020

21,020

19,820

19,790

19,700

19,680

19,710

19,760

19,790

19,830

19,850

19,860

19,860

19,860

19,860

19,830

19,820

19,800

19,800

19,790

19,800

19,760

19,740

492.64

-2,670

22,470

19,680

CALENDAR YEAR 1962. ................... * +1,470

WATER YEAR 1962-63.................... * -2,250

t Elevation, In feet, 

t Change In contents,

it end of month.
WHITE RIVER BASIN

7-0620. Clear-water Reservoir near Piedmont, Mo.--Continued

CONTENTS, IN ACRE-FEET, AT 240u HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY 1 OCT. I NOV. 

1 19. 730 1 19,800

Z

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

III

MAX

MIN

19, ""10

19,700

: 9,680

19.680

19.680

19,670

19,650

19,650

19,650

19.640

19,640

9.640

9.620

9. NO

9.610

9.610

9,620

9.620

9,640

9,640

9,650

9,670

9.670

9,700

9,710

9.740

19.740

19.760

19,760 

19,830

492.70 

+90

39.830

19,610

19.930

19.850

19,970

20.050

20,110

20,180

20 , 240

20.310

20.360

20,390

20,440

20 , 490

20,520

20,550

20,580

20.700

20,800

20.860

20,960

21,070

22,120

25, 350

25,970

25,680

25,040

24,160

23-180

22,380

22,130

+2 . 300

25,970

19,800

DEC. 

22,050

21-940

2: .970

2: ,950

21 , 900

21,890

21,950

22,000

22.000

22.020

22.150

22,130

22.050

21,950

21,950

21,950

21.950

21.940

21,900

21,890

21,890

21,950

21,990

22,000

22,030

22,080

22,120

22,160

22,160

22,130

-60

22,160

21,890

JAN.

22.020

21,950

21,940

22.020

£2.'J20

22,160

22,160

22,160

22,120

22,020

22,000

22,050

22,030

22,000

21,390

21,990

21,970

21,950

21,970

21,990

22,000

22,030

22,150

22,360

22,410

22,430

22,430

22,380

22,310

22,250

+140

22,430

21,940

FEB. I MAH. 1 APR. 

22,160 | 22,150 53-380

22,080

22,030

22.350

22.2EO

22,410

22,360

22.380

22,260

22,080

22,000

22.020

21,900

22,020

22,200

22,260

22,310

21,970

22,070

22,000

22,070

22.100

22,120

22,200

22,200

22,120

22,000

21,900

21,940

-270

22,410

21,900

22.160

22.330

22.640

23,000

22,770

22,180

23,080

49,500

85,2*30

94,650

101,800

105, 600

105, 700

104.800

102,100

97,940

93,620

89,820

86,370

82,280

78,300

74,370

70, 200

66, "510

64,160

63.230

61,510

59,650

57.310 

54,590

+32.650

105,700

22,050

53,240

52.fi 70

52,120

56,910

79,580

87,040

91,200

93,500

93,900

93,220

92,430

90,690

88,080

84,760

80,630

76,500

72.200

67,910

63,480

59.090

56,550

54.220

52,070

49,200

46,220

4,2,750

40,130

36,810

33,070

-21,520

93,900

33,ri70

MAY 

29,250

JUNE 

24.160

25,560 23,670

24,590 25.690

24,400 Z^.flBO

24,430

24,610

24,610

24-.12C

24,210

24 000

24,480 23.71C

24,380 23,390

24.380

24,480

24.450

24,360

24,310

24,310

24,350

24.400

24.420

24,430

24,480

24,500

24.520

24,500

24.540

24, TOO

24.400

24. 330

24,330

24,540

24,590 

24,590

-8.480

29,250

24,^10

23,470

23,550

23 . 650

23, ^20

23.^60

23, "30

23.880

24.140

24,160

24 , 090

24, '"10

23.880

23 910

23. 60

23, 720

23.f7C>

23, 620

23,550

23-550

23,470

23,880

710

24,210

23,390

JULY 1 AUG. SEPT. 

25, 980 j 22,910 21.570

23."7ol 22,880 2.1,320

23,K9C

23.^50

2 j, c-70

23,450

25,370

23,^10

23,340

23, T 70

23,500

23,370

23.P70

23,130

23,030

22,930

22,820

22,720

22.620

?2, c 2o

22,440

22 460

22,390

22.340

22.260

22,210

22,160

22,540

23,140

23,n40 

22,950

-S30

23.P80

22,160

22,830 21,270

22,750

22,6^0

22,560

22 440

22,330

22.180

22,QoO

21,920

21,740

21,580

21,500

21,560

21.580

21,200

21,120

21,020

20,940

20,860

20, 750

20,630

20,500

20,360

20,230

20,110

19,990

19,880

21, 500 | 19,960

21.430

21,330

21,200

21,350

21 . 350

21 . 330

21,300

21. '30

21,330

21.350

2:, 370

21,380

21,400 

21,400

-1,550

22,910

21,200

19,960

19.910

19,890

20,230

20 , 500

20, 710

20,860

20,930

20,960

21,060

23 ,110

21,390

21,220

493.57 

-180

21,370

19,b90

CALENDAR YEAR 1963. ................... * -1,450

CONTENTS, IN ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

21

26

t)

*)

AX

UN

OCT.

21,220

2] .220

2:, 190

21,: 40

21,090

21,020

20,990

20,940

20,fl60

20 - 800

20. 730

20,680

20, 630

20 , 60C

20,550

20,500

20 . 450

20,370

20,310

20,240

20,210

20,170

20,110

20,060

20,020

19,990

19,960

19,930

19,910

492.73

-1 , 340

21,220

19,880

NOV.

J9.830

19,900

19 7RO

19, 740

19,700

19,700

19.670

19.620

19.590

19,560

19,560

1 9 . 530

19,470

19,450

19,450

19,450

19,470

19,620

19,640

19,670

19,680

19, 700

19,710

19,740

19,740

19-910

20,050

20,180

20,230

492.96

+350

20,230

19,450

DEC.

20.310

20. 470

20,750

2f . B60

20.940

21,320

21. 120

21,200

21,370

21,500

21 610

21,770

21.900

21,920

21,950

21,990

21,940

21,900

21,900

21,890

21,870

21,870

21,970

22,070

22,020

21,950

21,940

21,940

21,950

494.08

+1 . 820

22,070

20,310

JAN.

22,030

22.080

22,000

22,020

22,020

22,020

22,200

22,280

22,290

22,290

22.250

21,920

21.790

21,940

21,850

21,850

21,920

21,950

21,990

22,020

22,080

22,310

22,200

21,920

21,870

21,920

22,080

22,120

22,000

494.02

-100

22,310

21,790

FEB.

21,950

21 .900

21,920

21 , =120

21,940

21.950

22,030

22.540

23,980

25,560

24.850

22.470

22,200

22,070

21,920

21,990

22,260

22,030

21,920

21,950

21,890

21,940

22,050

22,000

22,000

21,990

21,950

______

------

494.02

0

25,560

21,890

MAR.

22.180

22,430

22, 110

22, i50

22,030

22 080

22 120

22.050

22.180

22.150

22 000

21 990

21,920

22,310

22.820

23,260

23,580

23,910

24,260

24,480

24,570

24,620

24,670

24,740

24,670

24,620

24,590

24,540

24,500

495.55

+2,550

24,740

21,920

APR.

24.480

24 500

34.160

39,970

44.550

49 940

53-460

51.960

48.980

48,470

42.350

38 , 250

34,240

33, 470

32,770

30,830

28,620

26,530

25,0'0

24,500

24,430

24,590

24,610

24,540

24,420

24,420

24,380

24,450

24,450

495.52

-50

53,460

24,380

MAY

24,400

24.330

24 480

24.500

24,520

24,500

24.480

24.690

24,850

24,760

24 590

24.400

24, 400

24, 400

24,380

24,550

24.470

25,020

24,620

24,450

24,360

24.380

24, 330

24,620

24, 740

24,900

24,900

24,520

24,330

495.26

-450

25,020

24,000

JUNE

23,710

23.830

26,090

2~,<5fiO

28 . 540

31 .110

31 , 510

29.780

27,400

25,990

25,260

24 640

23,900

23,210

23,260

23.440

23,620

23,720

23,790

23,960

23,720

23,210

23.110

2\ 190

23,240

23,270

23,310

23,310

23,310

494.85

-690

31.510

23,110

.JULY

23.270

23.240

£3.500

23. e 2o

23,520

23 . 530

23.500

23.5.50

23,520

23.400

23.290

23.210

23,190

23,190

23,190

23,160

23.140

23,140

23.110

23,110

23,080

23.0SU

23,010

22,960

22,910

23.04';

23,010

22.930

22. 760

494.45

-660

23,530

22,650

AUG.

22.51U

22,390

22,130

22, MO

21,970

21.940

21,840

21,740

21,640

21.530

21,430

21 , 300

21,190

21 , 060

20,960

20,840

20.700

20,580

20,470

20,370

20,270

20,210

20,290

20.27"

20,230

20,230

20,17H

20.120

20, 050

492.91

-2,500

22,510

20,050

SEPT.

20.170

20,210

20,470

21,150

22,290

21 720

?1,480

21,770

21.890

22,340

22.380

22,030

23,930

26,110

26,140

24.93O

23.190

21 , 340

.1,^30

21,770

39,010

55,850

59.060

57,570

5f,120

51,900

4fl.010

43,890

39,900

503.33

+19,750

59,060

20,170

CALENDAR HEAR 1964.................... * -20

WATER YEAR 1964-65.................... * +18,680

t Elevation, In feet, at end of month. 

* Change In contents, In acre-feet.
WHITE RIVER BASIN

7-062E. Black River at Leeper, Mo.

Location. Lat 37°04'45", long 90°42'50", In SE^-SW^ sec.22, T. 28 N. , R.3 E. , on downstream side 

of pier at right end of left truss of bridge on State Highway 34, half a mile northwest of 

Leeper, 2 miles downstream from McKenaie Creek, 6 miles downstream from Olearwater Dam, and 

at mile 261. 0

art

Records available.--June 1921 to Septe.ii&er 1965.

Gage.--Digital water-stage recorder. Datum of gage is 428.51 ft above mean Sea level, datum of 

1929. Priur to Oct. 22. 1937. :hain gage, Oct. 22, 1937, to Jan. 21, 1942, graphic water-stage 

recorder, ana Jan. 22 to Apr. 6, 194a, staff gage, at site 1,900 ft downstream at datum 3.85 ft 

lower. Apr. '< , 1942, to May 25, 1964, graphic water-stage recorder at present site and datum.

Average discharge.--44 /ears, b47 ?fs (6b5,6uO acre-ft per year). 

Extremes.--Maximum and minimum discharge

Gage 

(fe

0.94 

.b4 

.90

1921-65. Maximum discharge, 78,400 cfs May 14, 1933 (gage height, 2U.01 It, site and datum 

then in use), from rating curve extended above 55.UOO cfs; minimum, about 7U cfs KJV. 5, 6, 

1959, gates :losed at dam; minimum, prior to regulation. 133 cfs Aug. 11, I'd34.

Maximum btage ktiowti, about 22.3 ft in March 1904 (present cite and datum), from floodmarks 

(discharge, 125,000 cfs, from rating curve extended above 55 000 cfs).

Remarks.--Records good. Flow regulated by Clearwater Reservoir (see station 7-0620) since June 

1948.

Revisions Uater yearb ).--WSF 762: 1933(M). WSP 1007: 1943. WSP 1281: 1922-23, 1927-29(M), 

DISCHARGE IN CUBIu FEET PER SKCOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 19tjl

DAY

1

2

3 

4

5

6

8

9

10

11

12

13

IE

16

19

20

21

22

23

24

25

26

27

28

SO

MEAN

MAX

AC-fT

OCT.

288

256

251

239

293

320

323

323

323

323

290

288

273

318

293

288

286

280

280

290

310

290

27 4

8, Sol 

286

323

230

17,580

NOV.

308

332

362

297

289

313

425

40 4

530

518

432

478

1,600

940

020

620

630

755

755

780

780

730

522

18,353 

612

1,770

286

36,400

DEC.

450

425

374

413

1,260

1,770

1,410

a55

1,700

3,300

3,100

1,560

080

611

592

534

49 C

432

428

425

425

422

365

JAN.

302

3b2

332

286

322

324

324

316

286

284

305

359

350

330

319

316

286

284

281

284

281

281

281

29 , 389 9 , 623 

948 I 310

3,420 362

365

58, 290

281

19,090

FEB.

308

327

350

281

356

335

300

300

335

395

855

805

910

1,170

2, 100

1, 820

1,130

940

140

780

780

755

686

2, 100

281

38, 080

MAR.

680

030

551

1,130

2.710

3,100

3,360

3,490

3.360

2,520

3,620

3,620

3, 560

3,560

3,300

3,360

5, 300

a, 420

3,620

3,560

3,100

3,230

1 000

2,640

3,940

551

lo^,300

APE.

1,560

1,990

1,510

1,090

910

1,260

1,610

2, Q 00

3,040

2, 900

2, 340

1,990 

1,940

1,200

1, 260

1,200

1,130

1,010

975

940

910

855

780

680

1,503

3, 160

680

89,450

MAY

1,260

1,460

1, 360

1,080

1,360

1,110

895

2,520

3,100

3,490

3,560

3,620 

J.700

3,770 

3,860

4,110

4,020

3,940

i,3oO

2, 340

2 280

2,280

2,220

2.220

2,580

2, 553

4,110

895

157,000

JUNE

2,520

2,520

2,520

2,710

2,580

1, 990

2, 460

2, 400

2,400

2 520

1,700

1,620 

2.580

2, 580 

2,520

2,520

2,460

2,580

2,710

2,040

2,580

Z,b40

2,640

2,280

1,510

2,416

2,710

1,510

143,700

JULY

1,010

7U5

587

383

327

319

31o

313

311

311

313

311 

308

311 

374

780

1, 070

1, 880

1, 880

1,310

080

755

855

755

AUG.

505

303

332

353

467

401

228

218

238

289

389

316 

214

207 

206

231

279

347

316

279

253

249

246

578 244

&30

1,880

308

3B,730

300

505

206

18,440

SEPT.

289

344

345

344

210

201

200

2Z1

229

23t>

262

233 

231

22-i

22K

228

229

228

228

206

203

200

233

250

419

14,850

CAL IK 1960: TOTAL 246,434 MEAN 673 MAX 3,420 MIN 2^7 AC-FT 488 800 

WAT YB Ijfal: TOTAL 400.281 MEAN 1,097 MAX 4,110 MIN 200 AC-PT 793^900
WHITE RIVER BASIN

7-0625. Black River at Leeper, Mo.--Continued

DISCHARGE, [N CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TD SEPTEMBER 1962

3

5

6

7

9 

10

12 

13

15

21

23

28

31

EAN 

AX 

IN

236

213

208 

218

230

220

280

271

280 

207

276

252 

271

266

311

486 

255

253

505 

513

1,310

780

430 

253

400

45C

450

1,000

1,000

1,000

3,160 

380

1,510

630

582

550

730

880

2,900

880

880 

855

805

460

2,280

3,230 

3,700

3,360

3,360

1,510 

2,580

1,220

880 

730

730

2,400

368 

1,220

2,460

286 

224

216

1.560

1 870

1 200

608 

486

315

459

312

2,340

433

302

394

182 

187

326

196

185

190

229 

478

261

234

234

193 

193

193 

193

190

180

278

302 

302

397

649 

486

401

520 

302

318

589 

644

367

283

269

412

660

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

22 

23

25 

26 

28

30

MAX

MIN

387 

780

1,240

426

422 

422 

448

364 

383

317 

308 

305

1,240 

302

323 

293

335

335

290 

287 

284

284 

281

275 

275

272

305

275

263

223 

217

333 

367

470 

466

215

1,100

810

524

516 

481

323 

284

281 

278

275

281

314

323

246 

237

234 

223

223

323

998

870

1,870 

1,240

932 

840

299

900

597

580

404

348 

338

335 

322

322

489 

433

422

998

710 

645

755 

1.400

390

2,620 

2,620

2,500

1.130

932

390 

329

560 

437

185

185

293 

323

249 

237

540

229 

223

215 

229

226 

?12

326

196

223 

215

314 

377

720

354 

380

332 

299

299 

293

345

215

311

419 

580

404 

370

215

209 

209

206 

206

206 

204

201 

198

193

8,881

193
WHITE RIVER BASIN

7-0625. Black River at Leeper, Ho.--ContinupfJ

DISCHARGEi IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

3 

5

6

7 

B

9 

10

11

12 

13 

14

15 

16

IB

19

20

23

25

28 

29

TOTAL

MEAN 

MAX 

MIN

193

1ST 

IB7 

1B7

187 

187 

187

187 

187

187

187 

190 

190

190

190 

190

187 

187

187

185 

182

188 

193 

180

82 

82

80 

80 

80

80 

80

80

80 

80 

80

80

85 

80

38

1,200

1,200 

1.100

1.240

335

380

329

281

234 

348

269

266

223

217

287 

485

212

201

196

240

237

237

240

350

350

FEB.

310 

280

342

548

584

810

536

380

810

323

223

345

888

2,680

3.620

3.360

2,020

2,104

998 

1,390

685

2,020

3,230

3,230

3,160

3,160

3,160

3,160 

3,160

2,249

870 

675

536

462

383

342

35i

342

369

305 

426

251 

266

271

264

264

315

34«

2<i7

248

247 

291

336 

334

333

201

320

335

258

258

258

254

4C5 

370

285 

277 

271

266

257

253

260

25J

250

257

256

258 

255

250 

248 

248

247

245

241

239 

240

240

250

242

306 

271

257

253 

251

7,586

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

i

3 

4

6

7

g 

9 

10

11

16

21

23

27 

28

30 

31

TOTAL

MAX

MIN

251 

243

238

232

230

226 

227

222 

220

251 

220

218 

21B

217

210

209

222 

288

220

2 88 

209

225 

229

220

226

223

257

214 

219

203

327

265

232

251

325

363 

351

232

237

434

433

385

341

mill

230

962

682

253

363

413

425 

422

253

821

1,780 

3,330

1.320

702

578

455

4?0

333

347

578

3<i5

555

918 

711 

687

333

563

2,490

388

700

264

257

2,490 

257

335

245 

241

197

193

192

218 

221

348 

190

210

202 

201

194

195

195

192

197

219 

192

1"3

884 

331 

345

405

2,100 

966

1.12C

3,270

3.530

3,530 

192
WHITE RIVER BASIN

jc at Ion. Lat 36°45'35", long PO^S'lS", in sec. 2, T.24 N. , R.6 E. , on right bank at City

Light and Water plant in Poplar Bluff, 1,500 ft upstream from bridge on U.S. Highway 60,

4-T7 miles downstream from Indian Creek, and at mil

Records available.--October 1936 to September 1937, October 193° tu Kept»mber 19P£. rcage-height

re^ord.3 collected at site 1,300 ft downstream September to July 1935,and slir-e July l 93s

at site 1,500 ft downstrea contained in reports of TT.

Gage.--Digital water-stage f gage is 317.38 ft 9<T_^e mes ea level, datum of

__ to Oft. 1, 194u, wire-weight gage~at site 1, C 00 ft ^ ownstr^"- at da^um 2.0o f«- 

higher and Oct. 1, 1940, to June 7, 19SS, at~same site at present datum. June 8, 1955, to 

July 2P>, 1964, graphic water-staev recorder at present site and datum

Extremes. --Maximum and minimum discharges for the water years 1961-65 are contained in the 

following table:

a ucr,irr=rt No-, . 11, 1963. 

in Orr-nrr^d Tn]y ~,o, 1465.

193F-37, 1939-65: Maximum discharge, 52,600 cfs May 12, 1943, from racing curve extended 

above 44,00i l :fs; maximum gage ^eigt-t, "0.80 ft ,Tnnp 10, 1Q45, *'rom graph ba°ed on gage readings: 

minimum discharge observed. 236 ?fs Aug IS, 19J4; "liplmum g?ge height, l.Oi" ft Nov. 11, 1963.

Maximum disnljarge known, 100,000 cf? (estimate.^) in March ] 904; mayimum s^age known, 21.1 ft 

Mar. 12, 1935, present datum (affected by levees constructed since 1904).

Remarks. Records good. Plow regulated by flearwater Reservoir (°ee station 7_iiFRij). 

Oooperatlon. HJagn-height rei^ord collected in cooperation with 0.3. Weather Bureau. 

Revisions.--W3T 92": Erainage area.

DISCHARGE, IM CUBIC FEET PER SECOND, W4TER YE4R OCTOBER I960 TO SEPTEMBER 1961

DAY 

1

3 

4 

5

6

7

9

to

11 

12 

13

14

15

17

19

22 

23

?5

11

11 

31

TOTAI 

MEAN 

MAX 

MIN 

4C-FT

OCT. 

589

381 

384

407 

442

453

453 

453

421 

413

407

418 

4J9 

433

456

423 

5B9

NOV.

_ _ ...

494

485 

476

538

658 

589

8 BtJ 

910

9BD

910 

983 

721

D£ C.

5U3

i.iac3

1.4BO 

1,370 

l'.7K

2.780

88C

607

511

5GC

523

503

442

*97

550

.960

,36, 

,300

--

,«.

l.O^O

3,*20

3,280

4,180

H OUT

3.U3

_»..

l,«0r>

2.Z30

1,780

1,720

1.480

3,930

2,470

JUNE

2,380

2.35C

2,320

JULY

010

53 r-

 i2<J

520

1.27C

B20

AUG.

^68

44B

445

332

<t01

7°0

SEPT.

468 

511

308

390 

398

360 

358

358

511 

22.3CO
WHITE RIVER BASIN

7-0630. Black River at Poplar Bluff, Mo.--Continued

DISCHARGEi IN CUBIC FEET PER SECONDt WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

4 

5

9 

10

14 

15

16 

17

20

22

28

TOTAL 

MEAN 

MAX 

MIN

OCT.

361

338

368

358

NOV.

429

536

DEC.

805

,630

JAN.

SOB

2,360

FEB.

898 

898

1,120

MAR.

3. 180

APR.

1,910

1,250

MAY

536

438

JUNE

507

638

680

JULY

588

324

317 

312

319

588

AUG.

363

302

281

350 

363

384

399

SEPT.

677

719

614

452

408

603

614 

591

413

796

00 MIN 308 AC-FT 096,200

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 196Z TO SEPTEMBER 1963

DAY

1

3 

4

5

7

9

11

13 

14

16 

17

19 

20

24 

25

28 

31

MEAN 

MAX 

MIN 

AC-FT

OCT.

429

817 

1,180

898

659

588

680 

827

898 

786

614

533 

510

464 

481

1,250

NOV.

484

446

461

441

421

408 

405

402

484

DEC.

402

424

389

391

353

487

539

710

JAN.

1,050

1,180

790

680

553

399

1,180

FEB.

421

389

381

386

384

329

MAR.

461

1,980'

2,050

1,180

1,090

APR.

2,880

1,850

1,150

S60

659

455

MAY

1,370

836

683

582

513

2.560

JUNE

2,460

2,490

2,430

1,600

660

524

JULY

644

368

402

402 

435

358

356

AUG.

591

410

368

501 

565

484 

475

410

3 86

356

SEPT.

432

427

469

495

492 

429

324 

314

302 

300

295 

288

288

AC-FT 548t300
WHITE RIVER BASIN

7-0630. Black River at Poplar Bluff, Mo.--Continued

DISCHARGE, IN CUBIC FEET PEE SECOND, WATER YEAR OCTOBER 1 9£ 3 TP SEPTEMBER 1-564

1

2

5 

7

9

10

11

14

17

IS

19

21

22

24

27 

28

31

TOTAL

MEAN

MIN

2S6

2Sf

281 

279

265 

265

267

265

265

263

NOV.

275

286 

2B1

3B4

504

,120

481

39? 

394

381

35fc

350

360

326

326 

363

331

348

348

348

358

418

432 

11,455

432

 , 

662

867

867

830

716

650

,... 

3,280

3,350

3,240

2,710

z',27Z

2,240

461

2,rso

1,280

3,140

3,140

3,140

3,141

1.1 gc

1,0! C

8e 7

S50

524

513

"

53<>

551

510

611

588

641

4,4

416

381

413

381

4uB

391

3K4

«,

7C j

512

41J 4

374

36=1

371

581

3 C 5 

*+?^

- ...

363 

24, bf

372

36 1

36r 

3<SB

T

-"=8

*r i

1t'6

f^r

'4,->ir

00 MIN 25B AC-FT 655,7CO

1

2

I

5

?

9 

10

11

14 

15

18

21

24

25

28

30 

31

MEAN 

MAX 

MIN 

AC-FT

416

399 

391 

361

^

371

::

K

352

346 

342

338 

338

33b

329

326 

327

324

331

323 

328

1,180

444 

501 

695

571

III

<?9

433

659 

"*

453 

446

431

420 

414

410 

425

416

M 

399

464

392 

'

-^

646

^

845 

717 

672

692 

612

552 

520

433

583 

586

K547

III

549

1 1,7

. 0

480

940 

858

884

651

600

556

897

,110

566

4B6

586

692 

1,370

1,33"

3,080

2,410

1,080 

883

IBfR 1Y04

653

53 B

892

925

2 '675

762

2,280 

2,130

i.cao

336

624

^

3 l:c6 559

«1

:^

 S2S

414 

414

4U

363

353

3'-8

3.1 

310

336

559

"« 

337

'27 

i?t

^

325 

322

314

% 

315

 

351

3?] ^-* r

3"

3 3 '.

B2n ;;;

i,%«

1.06C

1,7,0 

l.&^O

l.flflC

2. sea

3,2frC 

309
WHITE RIVER BASIN 225

7-0640. Black River near Corning, Ark.

Location. Lat 36°24'05", long 90°32'30", near center of sec.4, T.20 N., R.5 E. , near left bank on

 downstream side of pier of bridge on U.S. Highway 62, Sir miles east of Corning, 13.9 miles downstream from Cane Creek, and at mile 152.2.

Drainage area. 1,749 sq mi.

Records available. October 1938 to September 1965. Gage-height records collected at site 7 miles

 downstream January 1925 to December 1929 are contained in reports of U.S. Weather Bureau.

Gage Water-stage recorder. Datum of gage is 272.90 ft above mean Gulf level (Corps of Engineers 

~^eneh mark). Prior to Nov. 28, 1938, staff gage, Nov. 29, 1938, to Nov. 4, 1953, wire-weight

gage, and Nov. 5, 1953, to Oct. 9, 1957, water-stage recorder, at site 30 ft downstream at same

datum.

Average discharge . 27 years, 1,734 cfs (1,255,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

196E 

1963 

1964 

1965

Maximum

Date

May 11, 1961 

Mar. 1, 1962 

May 30-31, 1963 

Mar. 12-13, 1964 

Feb. 14, 1965

Discharge 

(cfs)

19,900 

14,000 

5,220 

32,500 

8,550

Gage height 

(feet)

13.73 

12.92

11.22 

15.23 

12.22

Minimum

Date

Sept. £9, 30, 1961 

Aug. 23-24, 1962 

Sept. 29-30, 1963 

Oct. 13-14, 1964 

Aug. 19-21, 30-31

Discharge 

(cfs)

337 

295 

295 

275 

305

Gage height 

(feet)

0.57 

.21 

.19 

.05 

.30

1938-65: Maximum discharge, 48,600 cfs June 13, 1945; maximum gage height, 16.32 ft June 13, 

1945; minimum discharge, 224 cfs Sept. 22-27, 1941; minimum gage height observed, -0.52 ft Sept. 26, 

1941.

Flood of Apr. 18, 1927, reached a stage of 14.4 ft, from records of Corps of Engireers.

Remarks. Records good. Some regulation by Clearwater Reservoir (see station 7-0620), 105 miles 

upstream, since June 3, 1948.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 196& TO SEPTEMBER 1961

1

3 

4 

5

6

7 

8

9

10

11

14

16

18 

19

22 

23

27 

28 

29 

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

389

467

418 

403 

403

389 

389

403

450

434

434

434

418

4ia

418 

434

431 

484 

389 

.25 

.28

450

467

464

484

557

763

1,180

1,010 

1,010 

1,010

.42

a 07

741

L.13G

2,240

2,42U

1,790

366 

851 

874

.81

829

616

807

720

590 

556

.40

576

874

1.320

1,700

2,160

.66

HA*.

1,830

7,930

5,220

7, 2*0

5.75U 

5,220

3.C5

APR.

3,900

4,170

5,«*0

3,300

2,200

2.29

2,900

11,300

6,570

4.79C

,060 

,72G

4.13

2,510

2,610

2,580

2,510

2,370

1.48

1,360

657

556

,200 

,340

,560

,280 

,160

.68

6=31

538

538

52C

402

402

484

418 

418

.33

418

419

45n

41S

34R 

361

388 

388

361 

361

34P 

337

11,63" 

388

.22
WHITE RIVER BASIN

1

2

3 

4

5

7 

8 

9 

10

11

14 

15

19 

20

21

28 

30

MAX

WIN

IN. 

AC-FT

348

.22

520

.39

7-oe

538

502

.80

40. Blae

807

1.69

k River

4,060

1.63

near Cor

12,700

2.31 

2.66

ning , Ar

6,780

2.08 

2.32

k. Cont

1,010

1,880

.88 

1.01

inued

,220

711

.55 

.61

BER 1062

388 

388

348

.26 

.30

418

315

315

305

.20 

.23

21,580

538 

635

6 0<5 

740

763 

763

520 

502

480 

.36 

.40 

17,750

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1 

2 

3

5

6

7

9 

10

11

14 

15

16

20

25

28 

29 

30

MEAN 

MAX

MIN

IN.

484

725

877

990

698 

829

596

520 

520

701 

1,010

.46

484 

484

502 

484

484

466 

450

489

.31

OEC.

450

4L8

418

484

596 

636

471

28 9"

" 763

807

741

540

520 

510

741

466

484

434

3,280

2,550 

2,280

i,780

1,520

1,180

1,280 

1,110

897 

829

720

596

596

668 

919

720 

657

596

668

807 

82-3

5,220

3,400 

3,000

2,280

2,280 

2,280

2.280 

2,740

3,120 

2,850

2,080 

1,580

829

631

506

450

450 

466

502 

5»0

556 

 i'O

418 

4' 8

402

402 

450

466 

593

418

418 

388

450 

614

636

538 

484

450 

434

418

388 

388

SEPT.

388 

388

388

434

434 

508

419

388

348

326 

315

305 

305

305

305 

295

387

IN 11.95 AC-FT 1,115,000
WHITE RIVER BASIN

7-0640. Black River near Corning, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1<>63 TO SEPTEMBER 1«64

DAY

1 

2

4 

5

6

7

9

10

11

12 

13

I".

15

16 

17

19 

21

24

26

28 

29 

30

MEAN 

MAX 

MIN 

CFSM 

IN.

295

285 

285

285 

285

285 

285

285

285 

285

2B5

285

285

285 

285 

285

1*6 

255 

285 

.16

285

295

295

29b

295

t>16

5=6 

854

S9C 

285

.23

1,010

616

484 

466

450

450 

466

418

1,010 

418 

.3C

418

388

374

388

402

388 

388

418

.23

418

489

839

763

829

.47

699

6,750

31, SCO

4.01

3,350

6,370

2.80C

2,510

3,280

~112 9 " 

2.15

3,280

3,200

1,510

1,320

943

.84

616

699 

657

538

556

466

.32

*-

386

466 

450

418

388

388

361

.23

900

482 

418

361

361

466

388 

402

484 

466

484

.27 

.31

484

388

3R8 

388

374

361 

361 

361

348 

361

450 

517

008 

710

1,800

18,045

.34

.38

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1°65

DAY

2

4 

5

6

8

9

10

11 

12

14

15

16 

17

18

20

22

26 

27

28

I!

MIN

IN. 

AC-FT

OCT.

1,010

637 

553

466

418 

418

4U2 

402

388 

388

374

374 

374

374 

374

-477 

374 

.31

NOV.

361

361 

361

361

361

361

361 

374

434

388

388

.28

DEC.

98B

935 

1,330

988

1,000

1.4UC

1,100 

908

b96

596 

596

556

:"

JAN.

824

1,060 

1.C90

897

2,220

1,650

1.42U 

1,250

807

1,210 

1,180

851

-6,0 

.80

FES.

785

720 

6°9

636

2,830

6,290

4,740 

3,880

1,560

1,090 

1,010

1.36

MAR.

,760

,330 

,330

,330

* 

,040

,530

,460 

,380

851

785

S29 

971

2,050

N-.S2

1.C2

APR.

2,160

2,350 

3,210

4,830

3,610

3,520

3,910 

4,410

3,520 

3,280

2,740

2,310 

1,070

?.08

^

MAY

1,080

990 

943

897

785

887 

1,130

966

920 

874

851 

920

851 

829 

851 

851

920

.61

JUNE

= 90

943

920

Q20

1,520 

1,700

1,780

2,040

2,000 

1,880

843 

785

763 

785 

699

_«

.79

JULY

502

520 

576

556

596 

556 

590

720 

III

538 

5C2

484 

450

402

374 

374

361 

361

348

348 

34R

480 

.32

AUG.

348

348 

337

337

337 

337

"7 

337

315 

315

315 

315

305

315 

315

326

315 

315

305 

305

324 

.21

SEPT.

361

337 

337

'26

348 

'61

855

1,830 

2,020

2,080 

2,040 

1,960

1,880

1,880 

2,180

2,560 

2.51C 

2,370

2,330

1,481

.85 

. 54 

88,100

CAL YR 1964: TOTAL 53o,470 MEAN 1,449 MAX 32,000 MIN 340 CFSM .83 IN 11.28 AC-FT 1,052,000
228 WHITE RIVER BASIN

V-0645. Big Creek near Yukon, Mo.

Location. Lat 37°14'00", long 91°51'00", in SWijNWi sec.5, T.29 W. , R.8 W. , on downstream side of 

 right pier of bridge on State Highway 137, 3 miles south of Yukon.

Drainage area. 8.36 sq mi.

Records available . June 1949 to September 1965.

Sage. Digital water-stage recorder. Datum of gage is 1,194.81 ft above mean sea level, datum of 

1929. Prior to May 21, 1964, graphic water-stage recorder at same site and datum.

Average discharge. 16 years, 6.67 cfs (4,830 aore-ft per year).

Extremes. Maxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (500 cfs), water years 1961-65

Dee. 10, 1960

Mar. 5, 1961

Mar. 6, 1961

May 7, 1961

May 8, 1961

Mar. 20, 1962

Sept. 30, 1962

2315

-

-

0330

1700

1200

2200

517

568

936

* 4,780

600

548

* 561

Gage height

In gage 

well

2.75

2.83

3.21

4.95

2.90

2.82

2.84

Outside 

gage well

.

-

-

a 5.8

-

_

a 3.1

Mar. i, 1963

May 16, 1963

May 25, 1963

Mar. 9, 1964

Apr. 5, 1964

Sept. 5, 1965

Sept. 21, 1965

1030

2300

1400

0700

O600

0315

1230

1,030

1,090

* 1,180

835

* 1,62C

* 2.46C

908

Gage height

In gage 

well

3.30

3.34

3.40

3.15

3.65

4.07

3.16

gage well

.

-

a 4.0

-

a 4.3

a 4.8

-

Approximate gage height, based on comparative readings and floodmarks.

No flow for many days in each year.

1949-65: Maximum discharge, 4,860 cfs May 15, 1956, from rating curve extenied above 2,800 cfs 

on basis of contracted-opening measurement of peak flow (gage height, 5.20 ft in gage well,6.15 ft 

from floodmark); no flow at times in 1952-57, 1959-60, 1962-64.

Flood in April 1945 reached a stage of about 10.5 ft and next highest flood (since 1932) reached 

a stage of about 10.0 ft in February 1935, from information by local resident.

Remarks. Records fair.

DISCHARGE, IS CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

3

4

5

6

7

B

9

10

11

12

13

1*

17

18

19

20

21

22

23

24

25

26

7

8

9

0

1

TO AL

MA 

MIN

CFSM 

IN. 

AC- FT

0

0

u

0

0

0

0

a

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0 

0

0 

0

0

0

0

0

0

c

0

0

0

.10

.10

0

0

0

0

.00

.70

.40

.30

.20

1.5

1.8

1.5

1.2

.90

.BO

.8C

.80

.70

______

l.B

0

.06

.40

.40

.30

.30

.30

78

17

6.2

4.2

62

122

20

7.3

4.2

2.2

1.8

1.6

1.6

1.4

1.2

1.2

1.1

.90

.90

.80

.70

.70

.50

.40

122 

.30

1.33

.40

.30

.30

.30

.30

.30

.30

.20

.20

.20

.20

.20

.20

.20

.30

.30

.30

.30

.30

.30

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.03

.20

.20

.20

.20

.20

.20

.20

.20

.30

.40

l.B

27

20

9.6

3.7

4.0

4.5

5.4

7.3

B.4

7.3

5.4

4.2

4.2

3.3

3.7

 

 ., _

 

.20

.56

4.2

4.7

4.2

3.7

BO

223

41

4B

24

IB

15

15

17

12

5.4

4.7

4.7

43

41

41

25

17

12

9.6

13

7.3

5.4

4.7

112

3.7

3.37

27

16

11

7.3

6.2

3.7

2.9

9.8

87

30

16

16

12

7.3

3.3

2.5

2.5

2.5

40

25

18

15

B.4

4.7

4.2

3.7

3.3

173

 

2.5

2.27

IN 0 

<IN 0

B4

9

7

2

1 2

8

4 9

2 1

7

0

B

2

9.5

9.5

4.9

4.6

4.6

4.9

4.9

82

31

17

11

7.6

5.2

4.3

4.0

3.5

3.0

3.0

5.06

CFSM 

CFSM 1

3.0

2.8

2.6

2.5

2.3

2.6

2.0

2.3

3.0

2.5

2.0

1.5

1.5

1.2

1.1

1.0

.80

.30

.BO

.80

.80

.80

.70

.70

.70

.70

.70

.60

 

3.0 

.60

.IB

.57 [N 

.12 IN

.60

.70

.60

.60

.50

2.B

1.7

1.1

.80

.80

.80

18

12

5.2

2.5

.2

.8

.8

.7

.6

.3

.8

.7

.7

.2

.7

.6

.4

.3

18 

.50

.31

7.73 / 

15.21 /

.1

.1

.0

.0

.0

.80

.80

.80

.80

.70

4.3

l.B

1.1

.80

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

4.3 

.40

.09 

48

C-FT 3,4 

C-FT 6,7

.40

.50

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.60

1.2

.80

.70

.60

.50

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

 

1.2 

.40

.06 

31

0 

30
WHITE RIVER EASIN

7-0645. Eig Creek near Yukon, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR CCTOBER lotl TC SFPTEKBFS 1562

1

2

3

4

6

7

9

10

11

12

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

a

9

MA 

MIN 

CFSM

.40

.40

.41)

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.50

.40

.40

.40

.40

.40

.40

.40

.60

.50

.40

.50

.50

.40

.40 

.05

.40

.60

.ec

.30

.BO

.BO

.70

.70

.00

.50

.50

.50

.60

.70

.80

.60

.80

.80

1.1

3.7

3.0

2.3

1.7

1.4

1.2

1.1

31.1

. ^ 

.1

DEC.

.80

.80

.70

.6C

3,4

3.3

l.a

2.3

4.f.

23

23

7. 3

4.0

60

26

14

11

7.6

5.

4.

^.

3.

2.

2.

2.

2.

.60

.8?

1.3

1.3

l.Z

1.3

10

6.0

4.0

3.0

2.0

2.0

2.6

61

42

20

12

5.5

7.2

5.6

37

64

19

18

2C

6t

it

17

12

1.2 

1.9o

6.3

5.9

5.t>

5.6

4.0

3.7

3.7

3.7

3.4

3.2

3.2

3.0

3.7

3.2

7.6

11

9.5

7.6

12

19

23

27

19

15

12

7.6

 

3.U

6.7

6.7

9.5

11

6.7

6.3

8.8

8.8

12

10

7.6

6.3

5.2

4.0

4.3

4.U

5.2

211

52

23

14

9. 3

12

12

d.5

7.d

4.0

5.7

5.3

4.6

4.3

4.C

4.C

6.6

23

44

22

13

1C

7.8

7.2

fc.6

6.1

5.7

5.1

4.9

6.1

2P

12

7.8

fc.l

6.1

9.3

8.5

:i

32

2-

12

 J.3

6.1

5.3

6.6

5.3

4.6

4. i1

3.7

3.4

3.1

3.1

2.8

2.3

\ .Q

1.5

1.2

I.P

,8C

 ec

1.2

1.2

1.'

l.n

1.0

32

,BL

.7<i

. 7^

.70

.80

.6P

.0

1

.8

.6

 .7

. B

.3

.7

.3

.0

.0

.ec

.70 .71-

 70

0.0

5.3

2.6

1.7

1.3

1.3

75.20

18 

,6(j

1.0

.70

.50

.5C

4.9

4.3

2.3

1.5

1.5

1.2

1.2

1.0

.61?

.7?

.70

.70

.60

.6T

. 5f

'.2f

.2',

.10

0

s.

0

^

34. l r

4. c

fi

AS

os

0

c

°,

0

L

0

r

ij

p

J

0

cn

c

I

c

0

-

crj

-

1

c

SEPT

;c

43

6.1

3.4

1.7

4.3

?.«

1.9

1.3

1.0

4?

17

c.7

4. i

Z.P

2.i

l.r

l.i

.ec

.6 r

] .^

?.P

1.7

1.''

. tiC

22t.*.-

67

44<=

YR 1962: TOTAL 2,308.00

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR CCTDBE" I=>b2 TO SEPTEMBER

1

2

4

5

6

7

a

9

10

1L

2

3

4

5

6

7

a

9

0

1

2

4

5

6

7

a

9

0

ME N

MA C

HIN

IN. 

AC-FT

70

7.8

4.0

3.1

2.6

2.6

2.1

1.7

1.5

1.5

1.5

75

18

10

8.5

5.3

4.3

3.4

2.6

2.3

1.9

1.2

1.0

.80

.80

1.0

1.3

1.7

7.94

75

.80

1.09 

488

1.5

1.5

2.3

2.6

2.3

3.4

4.6

4.3

3.7

3.1

2.6

2.3

2.1

1.7

1.7

1.7

1.7

1.7

1.7

1.5

1.2

l.u

1.0

.80

.80

.70

.7U

.60

1.92

4.6

.60

.26

.6C

.50

.50

.50

.5t

.6C

.50

.50

.60

.50

.50

.50

.30

.20

.10

.10

.21,

.30

.70

4.3

4. 6

3.1

2.6

2.1

1.7

1.5

23

13

2.45

23

.10

.34

.80 f

5.6

4.b

3.C

4.3

12

7.6

5.9

5.2

4.3

3.4

2.6

2.5

2.2

1.8

1.7

1.7

1.6

1.3

1.2

1.0

.80

.70

.60

.60

.60

.60

.60

.60

2.70

12

.60

.37

EAN 6.61

.70

.70

.60

.80

1.0

1.1

1.0

.80

.80

.80

.60

.80

.80

.80

.70

.70

.70

.80

.80

.80

.80

.80

.80

.80

.80

1.0

_ 

 

.81

1.1

.70

.10

MAX

.80

1.0

188

50

le

11

6.7

5.9

4.3

10

8.8

4. 9

4.0

3.2

44

22

15

13

6.7

4.5

4.0

3.4

3.2

2.8

2.6

2.3

2.2

14

28

15.8

183

.80

2.18

11 f

13

7.2

3.2

Z.b

2.6

2.5

2.2

2.0

1.8

1.6

1.4

1.3

1.2

1.2

1.2

1.2

1.1

1.3

1.6

1.6

1.4

1.1

1.1

1.1

1.2

1.2

1.2

1.2

2.26

13

1.1

.30

IN 0 

IN 0

1.1

1.1

1.1

1.2

1.1

1.1

l.C

l.C

.80

.80

.80

1.2

2.2

1.7

85

117

1 Q

Q.5

5.6

4.0

3.4

2.3

176

193

104

26

14

10

25.7

193

.80

3.54

CFSM

5.6

4.6

3.2

2.8

^.5

2.3

2.?

1.8

1.7

1.8

2.2

1.8

1.7

9.2

20

6.7

3.7

3.2

7.6

4.6

3.0

1.8

1.6

1.3

1.2

1.0

.80

.80

3.57

20

.80

.48

7<5 IN

.60

.6P

.5"

.5'

.41"

.40

.4f

.4P

.4.1

.40

.4n

.413

.40

.40

.4C

.40

.40

.30

.30

.30

.30

.40

. 3C

.30

.30

10

24

2.8

1.61

24

.30

.22

10.74 /

1.3

1."

.5J

.40

.4"

.40

.30

 30

,2C

.20

.20

1.4

.fto

.40

.4"

.3r

 20

. ?0

.20

.20

.20

.n

.10

.lr

.10

.11

.36

1.4

.10

.05

C-FT 4,7

.ir

.lr

.10

.10

.1C

.10

.IP

.1C

.10

.1C

.lr

.if

.10

.1C

.10

.10

.1C1 .If

.1C

.1C.

r' 10

c

c

p

c

cr

.U77

.1C

0

.01 

4.6

0
WHITE RIVER BASIN

7-0645. Big Creek near Yukon, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1°64

1

2

3

4

5

6

7

8

9

10

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

0

1

ro AL

ME N 

MA

MIN

CFSM

[N.

AC-FI

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

o

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

6.0

3.6 

1.8 1.1

.80

.60

.40

.40

.40

15.10

6.0

0

.C6

.07

.40

. 30

.30

. 30

.20

.2C

.20

.20

.20

.20

. 30

.40

.40

.40

.30

.30

.20

.20

.20

.20

.20

.20

.2C 

.20

.20

.2C

.20

.20

.20

.20

. 20

7.60

.40

.20

.03

.03

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

u

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. a

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

4. 0

. 0

 0

.02

.02

.10

.10

.10

.10

.10

1.3

2.0

1.4

.80

.60

.40

.40

.60

.80

1.0

.0

.2

.2

.1

.0

.80

.70

.60

.60

.40

.30

.20

.20

.20

19.50

2.C

.10

.08

.09

39

.20

.20

.20

.20

.20

.20

. 20

L.O

256

45

33

24

15

10

7.2

5.6

4.9

4.6

15

28

12

8.2

5.6

8.2

7.2

5.3

5.2

4.6 

4.3

4.0

522.60

16.9 

256

.20

2.02

2.32

3.7

3.7

3.4

23

378

42

20

12

8.2

6.7

5.6

5.6

8. a

5.9

4.°

4.3

4.0

3.7

3.7

3.7

41

10

15

6.7

4.6

4.6

3.2

2.3 

2.0

655.6

378

2.P

2.61

2.92

1,300

.7

.6

.4

.3

.2

.1

.1

.1

.0

.0

.0

.0

.80

.80

.70

.70

.70

.60

.50

.50

.40

.4L

.40

.40

.40

.40

.30

.30

.3C

.30

23.70

1.7

 30

.05

.11

47

.20

.20

.20

.20

.20

.30

.20

.20

.20

.2(5

.K

.20

,2<J

.10

.10

.10

.10

.1C

.10

.1C

.ir

.10 

.10

.10

.10

.10

0

0

0

4.00

"

.0r

7.

0

o

 y

0

c

0

0

0

0

(1

0

0

0

0

0

0

£

0

0

0

0

0 

0

0

0

c

0

c

0

0

0

I

0

\

0

0

0

0

0

0

o

0

0

0

0

J

0

0

0

0

0

0

0

0

0

. 0

. c

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

1. 0

. n

c

 n C4

.oC5

i.,2

.10

.10

.10

p

c

c

c

r

c

c

,

r

r

c

r

c

c

c

c

c

c

r 

c

0

c

c

0

c

c 

c

C.3P

.310

.ir

0

.t.'-l

.on

.6

MEAN 3.43

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TQ SEPTEMBER 1965

1

2

3

4

5

6

7

8

9

10

1

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

0 

1

TO AL

ME N

MA

MIN

CFSM

IN. 

AC-FT

0

0

U

J

0

G

0

0

0

"

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

(J

0

0

0 

0

0

0

u

0

0

0

o

0

0

0

0

0

0

0

0

0

0

0

0

0

0

u

0

0

u

0

0

0

0

0

a

.10

.10

.1C

0. 3C 

.010

.10

0

.001

.6

. 0

. c

. c

. c

. c

. (J

. 0

. c

. 0

. 0

. c

. 0

. 0

. c

. 0

.10

0

0

0

0

0

.10

0

G

0

0

0

0

0

0

0

1. 7i- 

.055

.10

0

.007

3.4

.30

.50

.70

.60

.5C

.50

.40

.40

.4C

.40

.40

.40

.30

.30

.30

.30

.30

.2C

.20

,2C

.20

.20

.20

.30

.4?

.50

.50

.50

.50

.40

.40

11.70

.38

.70

.20

.05

23

.40

.30

.30

.30

.20

.20

.20

 20

5.1

4.4

2.7

2.2

1.7

1.4

1.2

1.1

l.C

.90

.80

.80

.70

.60

.60

.50

.50

.50

.50

.50

 _

______

1.06

5.1

.20

. 13

59

. 50

2.1

2.6

2.3

2.1

2.0

2.2

2.7

4.6

3.6

2.8

2.5

2.2

1.9

1.7

1.6

L.5

1.4

1.3

1.2

1.2

1.2

1.1

l.C

1.0

.90

1.1

1.5

1.6

1.6

1.5

1.63

4.8

.50

.22

112

1.4

1.5

131

26

39

66

13

16

7.0

5.3

3.9

2.9

2.5

4.9

10

7.4

4.7

3.9

3.2

2.8

2.5

2.2

2.0

2.0

2.2

2.3

2.3

2.1

1.9

1.9

12.8

131

1.4

1.53

761

.7

.6

.5

.&

.3

.3

.3

.2

.2

1

.5

.3

.6

.3

.9

.7

.4

.3

.1

. 5

.0

.7

. 4

.3

1

6

1

. 0

.1

.5

. 1

5.55

63

1.2

.66

342

.8

.6

.4

.3

.1

.8

.2

.4

.Q

.5

.3

.2

.5

.7

.4

.2

.0

.SO

.flr

. 7U

.60

.60

n

u

2.3

1.6

1.2

1.0

.80

.70

64.50 

2.15

13

.6C

.26

128

.90

1.0

.80

.73

.er

.5n

.50

.40

.50

.50

.40

.40

.41

.40

.30

.33

.3T

.3T

.3D

.31

.30

.40

. 30

.30

.30

.30

.30

.30

.20

.20

.20

.42

1.0

.2C

.05

26

.20

.10

.10

.10

.10

. 10

.40

.70

.70

.50

.50

.50

.50

.50

.40

.40

.40

.40

.50

.40

.40

.40

14

fa.fl

3.1

l.t

1.3

1.2

1.0

1.0

10

1.56

14

.10

.19

°6

8.6

.8

.1

. a

2 C

1

.9

.4

. 5

1

. 6

. f!

.3

.0

.6

. 3

.2

.1

.1

114

198

40

11

5.2

3.8

3.0

2.5

2.3

2.1

25.4

2° 4

1.1

3.04

1,510

CAL YR 1964: TOTAL 1,233.10 AC-FT 2,450
WHITE RIVER BASIN

7-0660. Jacks Fork at Eminence, Mo.

Location. Lat 37°09'18", long 91°21'3l", in SW^NWi sec.26, T. 29 N. , R.4 W., on left bank 50 ft

 upstream from bridge on State Highway 19 at Eminence, l| miles downstream from Mahans Creek, and 

8.0 miles upstream from mouth.

Drainage area. 398 sq mi.

Records available. October 1921 to September 1965. Monthly discharge only for Octobe- 1921, published in Wii-P 1311.

Gage. Digital water-stage recorder. Datum of gage is 617.87 ft (revised) above mean sea level,

 datum of 1929 Prior to Jan. 27, 1934, chain gage at site 1,350 ft upstream at datum 2.11 ft 

higher. Jan. 27, 1934, to Jan. 10, 1935, wire-weight gage at site 75 ft downstream at datum 

0.04 ft lower and Jan. 11, 1935,to July 9, 1964, at site 50 ft downstream at present datum.

Average discharge. 44 years, 435 cfs (314,900 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (3,900 cfs), water years 1961-65

Date

Mar. 6, 1961

May 7, 1961

Jan. 22, 1962

Mar. 21, 1962

Time

0900

2200

0100

1030

Discharge

6,900

* 19,200

5,900

* 8,620

Gage 

height

7.50

12.00

7.00

8.30

Date

Oct. 1 1962

Mar. 5 1963

May 17 1963

May 26 1963

June 16 1963

Time

1930

1400

140C

1830

1530

Discharge

5 720

7 900

* 24 200

11 600

7 300

Annual minimum discharge, water ye

Water year

1961

1962

1963

Date

Jan. 31, 1961

Aug. 17, 1962

Sept. 23, 1963

Discharge

120

106

114

Gage height

2.01

1.99

1.81

Water year

1964

1965

Gage 

height

6.90

8.00

13.45

9.50

7.60

Date

Mar. 10, 1964

Apr. 6, 1964

Apr. 4, 1965

Apr. 6, 1965

Time

0300

0200

0900

2045

Discharge

7,900

* 12,200

* 7,100

4,740

Oage

height

8.00

9.70

7.57

6.20

ars 1961-65

Date

Aug. 12-14, 1964

Feb. 2, Aug. 5, 6,

22, 1965

Discharge

102

102

Gage height

a 1.65

b 1.56

a Occurred Sept. 21, 1964.

b Occurred Aug. 5, 6, 22, 1965.

1921-65: Maximum discharge observed, 40,000 cfs June 13, 1928 (gage height, about 17.2 ft, 

present site and datum), from rating curve extended above 21,000 cfs, minimum, 64 cfs Aug. 28, 

1936; minimum gage height observed, 0.66 ft Sept. 16, 1956.

Flood in March 1904 reached a stage of about 28 ft, from information by local residents.

Remarks. Records good.

Revlslong (water years). WSP 787: 1928(M) , 1934. WSP877: 1938. WSP927: Drainage area. 

WSP 1381: 1929.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1 

2

4 

5

7

9

11

14

16 

17

22

25

28 

30

TOTAL

MEAN 

MAX 

MIN

IN. AC-FT

OCT.

127

158

147

134

130

134

137

134

8,410

NOV.

147

143

175

170

154

479

12.120

154

682

388

1,570

575

388

23,330

158

158

158

158

no

140

9,640

143

150

366

382 

301

15,610

3.220

1.890

1,070

842

885

66,290

510

1,070

1,020

542

812 

48,300

1C, 000

6,440

1,270

682

800

1,841 

113,200

38B

388

322

281

253 

235

330 

19,620

235

231

253

22i217 

222

22Z

23 ' 

14,391

204

1<H

217

179 

187

191

195

162

192 

11,820

281

183

166

I* 8

147

162

143 

143

143 

140

137

169

10,040

2,350 MIN 112
WHITE RIVER BASIN

1

2

3 

4

5

6

r

8 

9 

10

11 

12 

13

14

15

16

17 

18 

19 

20

21 

22

24

26

28 

29

31

MEAN 

MAX 

HIM 

CFSM 

IN.

140 

134

134

134 

134

150

134 

134 

137

137

137 

143

137 

143 

14J

140 

L38

.35 

.43

15R

154

158 

150

50 

47

158 

158

158 

150

162

161

.41

.45

143

195

209 

226 

lib

418 

332

842

418

322

263 

345

.87 

I.JO

0660. Ja

360

338 

J12

700 

1,780

575

846

842

575 

794

1,99 

2.30

cks Fork

388

343 

343

306 

306

322 

354

645

421

1.06 

1.10

at Emin

448

418 

418

418 

388

343 

354

800

542

788

1.08 

2.28

=nce , Mo

418 

388

510 

575

842 

720

542 

479

610

885

637

388 

1.60 

1.79

 Contlr

720

682 

800

448 

418

343 

322

322

267

535

1.34

1.55

ued

306

388 

354

258

253

240

258

279 

418

.70 

.78

183

272 

226

209

166

162

158

134

143

186 

354

.47 

.54

147

112 

127 

127

127

127 

120

147

140

132

150

.33 

.38

162

38« 

1,020

281 

253 

338

244

33S 

281

204 

200 

163

290 

1,020

.73 

.31

CAL VR 1961: TOTAL 175,537

DISCHARGE, IN CU8IC FEET PER SECOND, WATER VEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

4

5

6

7 

8

10

11 

12

14 

15

16

19 

21

24

27 

28

30 

31

MEAN

MIN 

CFSM 

IN. 

AC-FT

2,410

575 

388

J06

263

249 

235

388

231

200

175 

170

175

400

170 

1.01 

1.16 

24,600

175

171,

175

183

179 

179

170

143

4,856

.41

.45

140

140

143

140 

134

143

166

448

.44 

.51

258

291

258 

231

154 

160

.53 

.62

158

150 

L58

150

150

.39 

.40

4,200

682

47=)

388 

885

682

317

258 

479

1.56 

1.80

418

317

272

249

217 

204

187 

170

170 

L75

170

.60 

.66

175 

166

156

143

140

187 

209

610

5,180 

2,710

930

3.30 

3.81

800

479

388

3C1 

4,280

510

388

322 

291

1.72 

1.92

263

281

217

187 

183

143

154

147 

199

354

.55 

.63

317

195

170

162 

15*

143

130

137 

134

130

.42 

.49

137

130

130 

124

130 

130

130 

130

124 

117

120

117

124

125

117 

.31 

.35 

7,410

CAL YR 1962: TOTAL 146,161
WHITE RIVER BASIN

7-0660. Jacks Fork at Eminence, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER

1

3 

4

5

6 

7

9 

12

1* 

15

17

22 

23 

24

25

27

28 

29 

30

31

MEAN 

MAX 

MIN 

CFSM 

IN.

120 

117

112 

112

117 

112

112 

117

117

117 

117

120

120 

120 

120 

124 

130

117 

130 

112 

.29

130

130 

12*

388 

448

179

158 

ISO

165 

448 

120 

.41

127

130 

140

134 

112

120

117 

106

128 

150 

106 

.32

117

109 

117

112 

112

124 

127

118 

127

.30

191 

191

183

166 

166

150

.42

880

880

735 

595

665 

407

2.16

350

562

390

885 

880

842 

1,000

2.86

318

31 B

276

226

216

226 

438

281

595 

.80

JUNE

202

184 

255

235 

226

188

166 

161

152 

152

266 

.52

JULY

143

141 

144

138 

135

127

139 

138

123 

123

123

170 

.35

AUG. 

11B

113 

110

106 

105

141 

144

673

551 

376

239 

222

182

1,170 

.55

SEPT. 

171

135 

131

131

127

123

123 

125

122

169 

150

127 

123 

118 

118

171

.34 

.38

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER

DAY

1

2 

3 

4 

5

7 

8 

9 

10

17

18 

19 

20

21 

22

23 

24 

25

26 

27 

28 

29 

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

OCT.

14 

11

06

10

10 

14

18

14 

14 

14

118 

.27

NOV.

Ill 

114

114

121

118 

118

118

135

144

.30

DEC.

135 

126

118

110

110 

110

110

lie

135 

.29

JAN.

113 

122

123

114

114

114 

114

127

FEB.

114 

109

114

_____

480

MAR.

134

226

236

191 

197

339

APR.

194 

193 

1,020

1,590

715 

585

4,570 

2.82

MAY

217 

209 

195

161 

159

608 

908

329

l.OBO 

1.18

JUNE

291 

266 

246

355 

316 

288 

236

160 

152

355

.60

CFSM .65 IN

JULY

143 

139 

148

204 

183 

173 

162

124

119 

121

130

395 

.47

AUG.

123 

118 

116

131 

154 

189 

170

140

128 

117

114 

113

139

309 

106

.41

10.37 AC-FT 220 

8.8'V ftC-FT 187

SEPT.

153 

219 

219

345 

251 

204 

177

168 

157

150 

130

124 

122

932 

315

231

1.930 

122 

.87 

.97

,200 

,600
WHITE RIVER BASIN

7-0665. Current River near Eminence, Mo.

Location.--Lat 37°11'00", long 91 0 15'30", in S¥-fKE^ sec.15, T.29 N. , R.3 W. , on right bank 1 mile 

downstream from Jacks Fork, 8 miles northeast of Eminence, and at mile 123.0.

Drainage area. 1,272 sq mi.

Records available.--August 1921 to September 1965.

Gage. Digital water-stage recorder. Datum of gage is 568.82 ft above mean sea level, datum of 1929. 

Prior to Oct. 20, 1921, staff gage at site 1,200 ft upstream at different datum. Oct. 20, 1921, 

to Dec. 8, 1934, at site 30 ft upstream at datum 0.06 ft higher than present datun. Dec. 9, 1934, 

to June 11, 1964, graphic water-stage recorder at present site and datum.

Average discharge. 44 years, 1,429 cfs (1,035,000 acre-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (12,000 cfs), water years 1961-65

Date

Mar. 7, 1961 

May 8, 1961

Mar. 21, 1962

Time

0100 

1400

Discharge

* 43,500 

» 18,200

Qage 

height

19.55 

12.10

Date

May 26, 1963 

Mar. lu, 1964

Time

240U 

U600

Discharge

* 24,300 

17,700

Qage 

height

14.20 

11.88

Date

Apr. 6, 1965

Time

£145

Discharge

* 11,000

Qage 

height

8.96

al minimum discharge, wat

Water year

1961 

1962 

1963

Date

Oct. 2-4, 1960 

Aug. 20, 23, 29, 1962 

Sept. 26, 27, 30, 1963

Discharge

477

soa

464

Gage height

0.72 

.67 

.56

Water year

1964 

1965

Date

Aug. 12, 13, 1964 

Aug. 20, 1965

Discharge

434 

388

Oage height

a 0.49 

.35

a Occurred Aug. 12, 13, Sept. 12-16, 1964.

1921-65: Maximum discharge, 75,100 cfs Dec. 27, 1942 (gage height, 26.97 ft), from rating 

curve extended above 48,000 cfs; minimum, 324 cfs Oct. 7, 8, 1956; minimum gage height, 0.35 

Aug. 20, 1965.

Remarks. Records good.

Revisions.--WSP 927: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WAFER YEAR OCTOBER I960 TO SEPTEMBER 1961

2 

3

4 

5

f> 

7

9 

10

12

13 

15

IT

19

24 

25

27 

2B

91

MAX 

MIN 

CFSH 

IN.

482

506

511

488

482 

506

488

530

494 

4B8

488 

488

601

"4°

582

700 

1,500

916 

857

751

709

1,7BO 

1,320

814

758

682

696 

648

511 

523

908 

894

953

2,530

2,080 

2,130

2, "530

1,690

3,830

2,280 

1,780

,450

«'ihO

,320

938

JULY

= C1

864

828

153

1,010

ec7

3,200

717 

737

753

an

70°

655 

662

821

7? 3

682

62R

bffi

675

601

 iea

5«B

5K2 

588

Q38 

.51 

38,310
WHITE RIVER BASIN 

7-0665. Current River near Eminence, Mo. Continued

235

1

2

4 

5

7 

B

10

u

14

19 

20

21 

22

24

26 

27

29

MEAN 

MAX 

MIN

IN.

562 

575

575

55t> 

556

556

556

556

588 

575

568

635 

542

.51

608

588

549

549

814

5 52

703

758

1,180

829

32,171

1,280

876

1,280

1.100

1,060

946 

946

 

1,230

1,320

 ""

1.470

1,870

2,150

2,800

1,020

982

,100

910

910

982 

876

627

60"

603

58V

5B4 

566

513

518 

524

513

876

829

716

634

65=)

506

WAT YR 1962: TOTAL 455,373 MEAN 1,248 MAX 15,400 MIN 513 CFSM .98 IN 13.31 AC-FT 903,20C

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1563

1

1

7

20

22

26 

27 

28

TOTAL

MAX 

MIN 

CFSM 

IN.

AC-FT

OCT

3,763

1,020 

946

788

982

788

742

665 

652

3,760 

652 

.82 

.94

646

640

615

554

530

530

530

652 

524 

.45

.50

524

518

508

634

584 

572

1,230

1,230 

491

982

91C

678

590

550 

550

1,100 

550

566

560

524

502

502 

496

2.37G

982

1,520

l,06C 

1,020

1,230

910

808

730

665 

684

659

615

,620

1 ,OCO 

I ,200

615

2,920

,620

,2^0

,320

982 

910

__ -

1,695

84?

815

835

684

609

603

596

1,060 

946

788

6<U

646

596

 ^78 

566

554 

548

542 

542

530 

518

542

480 

474

46<J 

469

469

AH 1,081 MAX 15,200 MIN 46";
WHITE RIVER BASIN

7-0665. Current River near Eminence, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1 

2

3 

4

5

6

r

9 

11

15 

16

18 

19

22

28

MEAN 

MIN 

IN.

OCT.

459

449 

449

454

454

NOV.

491

464

480

DEC.

491

49

JAN.

80

459

FEB.

480

MAR.

508

APR.

9,270

J'370

2.520

MAY

,320

815

789

JUNE

842

742

719

734 

686

JULY

544

557

549

500

483

490

.48

AUG.

486

500

44'

586

494

479

918

617

.56

SEPT.

517

485 

470

449

442

400 

474

547 

482

488 

.43

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2 

3 

4

5

6

7

9 

10

12

17

21

27 

28

MAX 

MIN

IN.

OCT.

465 

461 

454

457

469 

444

.41

NOV.

444 

442 

440

444

532 

434

.40

DEC.

468 

480 

464

454

.40

JAN.

498 

485 

475

461

FEB.

421 

418 

419

944

484

MAR.

806 

824 

772

645

502

APP.

2,210 

6,680 

4,440

1,550 

3,110

1,090

885 

804

MAY

729 

706 

687

982

BOO 

1,360

JUNE

1,500 

1.550 

1,120

906

598 

553

JULY

578 

676 

764

595

483

477 

447

AUG.

18 

14 

11

84

401

406 

439

SEPT.

585 

587 

547

2,780

1,680

805 

751

817 

1,120

3,190 

1,010
WHITE RIVER BASIN

7-0670. Current River at Van Buren, Mo.

Location. Lat 36°59'30", long 91°QO'55", in NEiNWi sec.25, T.27 N. , R.I W. , near right bank on 

 downstream side of pier of bridge on U.S. Highway 60 in Van Buren, 0.4 mile downstream from Pike 

Creek, 4.7 miles upstream from Big Spring, and at mile 90.4.

Drainage area.--1,667 sq mi.

Records available. October 1912 to September 1965. Prior to July 1921 monthly discharge only, published in WSP 1311.

Qage. Digital water-stage recorder. Datum of gage is 442.78 ft above mean sea level, datum of 1929. 

Prior to Sept. 1, 1926, chain gage at site 100 ft downstream at different datum. Sept. 1, 1926, 

to Oct. 19, 1934, chain gage and Oct. 20, 1934, to Sept. 30, 1939, graphic water-Btage recorder, 

at present site at datum 3.00 ft higher, set to read same as gage 100 ft downstream. Oct. 1, 

1939, to May 24, 1964, graphic water-stage recorder at present site and datum.

Average discharge. 53 years, 1,838 cfs (1,331,000 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

al maximum discharge (*) and pealc discharges abov base (14,OOP cfs), water years 1961-65

Date

Mar. 7, 1961

May 8, 1961

July 20, 1961

Mar. 21, 1962

Time

1030

1330

1100

2300

Discharge

16,300

* 44,400

14,4OQ

* 19,300

Gage 

height

11.45

17.90

10.36

12.27

Date

Hay 18, 1963

May 27, 1963

Mar. 10, 1964

Apr. 6, 1964

Time

O8OO

1200

0300

1500

Discharge

19,OOO

* 25,100

21,400

* 25,600

Gage 

height

12.25

13.80

12.70

13.90

Date

Apr. 7, 1965

Hire

O915

Discharge

* 1O,300

Qage 

height

9.03

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Oct. 29, 1960 

Aug. 20, 21, 1962 

Sept. 30, 1963

Discharge

682 

691 

647

Qage height

1.79 

1.84 

1.79

Water year

1964 

1965

Date

Sept. 13-15, 1964 

Dec. 19,30,31, 1964, 

Feb. 3-5, 1965

Discharge

591 

564

Qage height

1.69 

a 1.68

a Occurred Aug. 23, 1965.

1912-65: Maximum discharge, 125,000 cfs Aug. 21, 1915 (gage height, 25.9 ft, present datum), 

from rating curve extended above 62,000 cfs; minimum, 473 cfs Oct. 7,8, 1956; minimum gage 

height, 1.68 ft Aug. 23, 1965.

Maximum stage known, 29.0 ft Mar. 26, 1904, present datum, from floodmarks.

Remarks. Records good except those for periods of no gage-height record, which are fair. Records of 

 chemical analyses for the water year 1963 are published in reports of the Qeological Survey.

Revisions (water years) . WSP 877: 1938. WSP 897: 1939. WSP: 927: Drainage area. WSP 1281: 

IMS'.

DISCHARGE. IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY 

1

2

3 

4 

5

6

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17

18 

19

20

21 

22 

23 

24 

25

26 

27

28 

29

30 

31

MEAN 

MAX 

WIN 

CFSN 

IN. 

AC-FT

OCT.

688 

708

708 

718 

736 

736 

718

711

698

685 

692

708 

695

711 

711

688

692 

685 

685

705

705 

755 

685 

.42 

.49

NOV.

715

688

800

778 

755

736

1,290 

1,760

875

1,040

900 

850

aas

899

.54 

.60

755

2,840

2,830

2,000 

1,710

1.140

1,561

1.08

850

778

789

.55

718

1.100

1,088

.68

3,851

2.66

3,152

2.11

CAL YR 1960: TOTAL 514,890 MEAN 1,407 MAX 6,650 MIN 685 

HAT YR 1961: TOTAL 7*7,185 MEAN 2,047 MAX 37,600 MIN 685

7,208

4.90

1.250

52,110 

1,737

1.16

CFSM .84 IN 

CFSM 1.23 IN

48,630 

U5S9

1.08

950

880

31,490 

1.016

.70

SEPT.

978 

875

800

778

755

25,425

848

.57

11.49 AC-FT 1,021,OOC 

16.67 AC-FT 1,482,000

Note. No gage-height
WHITE RIVER BASIN

7-0670. Current River at Van Buren, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 196?

DAY 

1

3

4 

5

6

7

9 

10

11

14 

17

21

22

24 

25

26 

27

30

MEAN 

MAX

CFSM 

IN.

OCT. 

778

805

778 

773

50

78 

78

78 

78

805

.46 

.54

NOV.

.49 .83 

.96

1,880

1.56 

1.79

,420

 -

1.04 

1.08

3,500 

3,160

1.95 

2.25

3,270 

3,380

1.59 

1.77

1,470

1,340 

1,340

1.56 

1.80

1,350

1,060 

1,140

2.100

.86 

.96

990 

940

880

79C

82C 

865

918 

1.260

.55 

.63

805

725 

725

700 

700

778

725 

750

7 4 

8 5

. 9

. 1

2,070 

1,330

1.180

It 100 

990

990 

1,560

865 

895

805 

805

1,080 

2,070

.65 

.72

SM 1.00 IN

DAY

1

Z 

3 

4 

5

6

7

9 

11

14 

16

18 

19 

20

21

25

29 

30 

31

HIM

IN. 

AC-FT

OCT.

1,560

2,020

,140

1.140

958

805 

805

805

.85 

76.010

NOV.

805

750

.51 

45.170

DEC.

750

1,700

.56 

49,960

JAN.

805

725

.65 

57,620

FEB.

700

.44 

39.480

MAR.

2,830

1.3BO

2,940

1.40 

124,000

APR.

2.830

1,300

958

.90 

80,240

HAY

805 

805

2.830

4.100

2.34 

207.900

JUNE

1.600

2,120

1,380

1.35 

119,900

JULY

1.140

1,140

1.100

895

895

4,440 

1,780

.90 

79,760

AUG.

1,100

895

1,520

B95 

895

835

805 

778

.67 

59,620

SEPT.

725 

725

700

700 

700

691 

686 

682

660

655

651

.47

41,560

WAT YR 1963: TOTAL 494,730 MEAN 1,355 MAX 21,100 MIN 651 CFSM .81 IN 11.04 AC-FT 981,300
WHITE RIVER BASIN

7-0670. Current River at Van Buren, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 Tfl SEPTEMBER 1=64

1

2

4 

5

6 

7

9 

10

15

16

17 

18

?0 

21

26 

2B

30 

31

TOTA1 

MEAN 

MAX 

MIN

IN.

651

639

635

639

635 

651

655

635

655

l.OBO

2,980

086

732

673

039

639

623

63 =

».&

B83

88C 

8BO

5.95J

2.2LC

1,620

AP,.

U4BC

2,«80

2,000

2.76P

MAY

It 120

1.0.0

1,350

1,320

^57

l.nio

Q "

872

757

6B Q

"l 

64B

647

f.Rl

6^3

1 , 1 BO 

862

 

617

6C7

616 

761

,45

6iO

l.llr 

-1 'I

711

6-,?

"" 

(>21 

61*,

f,Cft 

b03

5^<i

591 

*-2

hi 6

b?B

 >!' 

i'l

71R

62 e

*31

61* 

b'l

CAL YP 1963: TOTAL 474,674 A'-FT -41,501

2 

3

5

6

7

9 

10

LI

14

16

19

20

24 

25

27 

28

31

MEAN 

WIN

IN. 

AC-FT

607 

534

592

589

594

592

564

583

583 

585

585 

589

581

590 

581

36,300

577

579

573

578

606 

617

581 

588

592

35,020

608

595

5B6

582

573

583 

588

578 

579

36,110

6L5

59 B

603

5BB

608 

605

593 

581

37,000

1,540

1,020

865

737

655 

650

638

44,250

1,060

= 75

393

820

693

652 

680

662 

760

51,760

X

5,410

3,f 70

1,«5C

4.57C

2,190

1.52C 

1,430

1,290

173,500

-^ \

oor

,450

.250

,900

,300 

.150 

,250

,600 

,000

,000 

,700

1.01 

89,470

,36'

,320

, 1?C

876

8C4 

7^7 

802

840

.81 

72,310

H71

6*2

&?> 

61 C

6 = 4

62^ 

614

62=5 

595

919

.47 

41,470

5B3 

fi3B

602

532

5B7 5-n

582 

583 

645

731 

638

582

.43 

38,090

717

a.^c

2.J3C

1.31C

l.nn

l.rwo

= 32

l,78t

L.ltO 

1,130

6, =20 

4,63C 

3,1?C

?,020

703

1.25 

111,200

IN 8.62 AC-FT 766,500
WHITE RIVER BASIN

7-0675. Big Spring near Van Buren, Mo.

Location. Lat 36°57i05" ) long 90°59'35", In SW^NE^ sec.6, T. 26 N. , R.I E. , on right bank 400 ft 

downstream from spring outlet, 0.4 mile upstream from Current River, and 3? miles southeast

of Van Buren.

ublished as "near 

ft above mean sea level, datum of

Records available.--October 1921 to September 1965. Prior to Oct. 1, 1923, pu 

Chicopee."Monthly discharge only for some periods, published in WSP 1311.

Gage. Staff gage read once daily. Datum of gage is 429. 

1929. Prior to Oct. 1, 1934, at datum 1.0 ft higher.

Average discharge.--44 years, 428 efs (309,900 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the 

following table:

year

1961 

1962 

1963 

1964 

1965

Max]

Date

May 8 961 

Mar. 22 962 

May 28 963 

Mar. 12 964 

Apr. 7 965

mum daily

Discharge 

C cfs }

a 1,200 

a 1,OOO 

a 1,000 

a 1,000 

a 750

Gage height 

(feet)

-

Date

Jan. 10 to Feb. 8 

Oct. 1-25, 1961 

Mar. 2, 3, 1963 

Jan. 20-31, 1964 

(t)

Minimum

Discharge 

(cfs)

273 

307 

280 

266 

256

Gage height 

(feet)

:

a Occurred during period of backwater from Current River. 

b Dec. 26-31, 1964, Jan. 1, Feb. 8, 1965.

1921-65: Maximum discharge, 1,300 cfs (estimated) sometime in June 1928, durin- period of 

backwater from Current River; minimum, 236 cfs Oct. 6, 1956 (corrected).

Remarks.--Records good.

Revisions (water years).--WSP 1311: 192S-23, 1928(M), 1929.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER L96L

1

2 

3 

4

5

6 

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18

19 

20

21 

22

24 

25

26 

27 

28 

29 

30 

31

TOTAL 

MEAN 

MAX 

MIN

297 

292 

292 

288 

292

292 

288 

283 

288 

288

288 

288 

288 

288 

288

288 

28B 

288 

288 

288

288 

2*38

288

208

288 

288 

268 

288 

288 

288

297 

288

288 

288 

238

238

288 

288 

288 

288 

283

283 

283 

283 

283 

283

283 

292

307

288

28B 

288

288 

288

288 

238 

288

283

307 

283

283 

283 

283

283 

313

316

400 

450 

425 

388

355 

329 

313

288

288 

288 

283

283 

283

450

283

283 

283 

283

283 

278

273

273 

273 

273

273 

273 

273

273 

273 

273

273 

273

283

273

278

288 

2B3 

288

283 

268 

307

313

307

307

 

329

313

580

580 

600 

600

576

549

583 

542 

523

483

470

800

700

730

820 

800 

780

740

687

490 

470 

457

413

588 

82C

800

950

850

710 

680

672 

656 

619

563 

54 9

516

470

451

438 

432

400 

400 

400

388

388

384

35S

352

352 

352

39 

3B 

38

37 

37

346

361

349

349

349 

344

;::

ts

341 

335 

335

335

329

329

335

324

324

31P 

318

318

318 

318

318 

318

313 

313 

313

307

307

CAL YR 1960: TOTAL 140.690 MEAN 384 MAX 850 MIN 283 AC-FT 279,100
WHITE RIVER BASIN

7-0675. Big Spring near Van Buren, Mo. Continued

OISCHARGEi IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

2

4 

5

6 

7 

B

9 

12

16

20

22

24

27

2B

31

TOTAL 

MEAN

MIN

OCT.

307

307

307 

307 

307

307

307

310

310

308

NOV.

310

310

310 

310 

310

310

310

310

_____

DEC.

310

310

310 

310

368

358

3<>1

324

JAN.

318

318 

318

318 

313

700

800

650

611

FEB.

55B

512

489 

474

421

421

902

____

MAR.

820

687

611

588

1,000

900

810 

800

765

688

APR.

619

800

581

581

611

649

_____

658

HAY

800

760

718

527

520

89 

89

74

626

JUNE

467

451

406

394

398

391 

383

_____

422

JULY AUG.

383 341

375 338

356 338

353 334

345 334

345 331 

345 327

341 334

362 336

SEPT.

338

383

345

331 

331

323

316

323 

323

339

316 

20,160

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

4 

5

6

7

9 

10

11 

12

13 

14 

15

17

18

20

21 

22 

23

27

29

31

MEAN 

MAX 

MIN

338

550

360 

338

338 

331

323 

323

316 

316 

316 

331 

323

323 

331

323 

323 

323

309

309

309

550 

309

309 

309

302 

302

302 

302

302 

302

295 

295 

295 

295 

295

295 

295

287 

287 

287

287

287

_____

309 

287

284 

284

284 

284

284 

284

284 

284

284 

284 

284 

284 

284

284 

2B4

284 

284 

284

284

284

284

284 

284

284 

305

298 

291

291 

291

291 

291

291 

284 

291 

291 

291

291 

291

291 

291

291

291

291

305 

2B4

295

295 

295

295 

295

295 

295

295 

295 

295 

295 

295

295

2B7 

2B7

287

___

_____

295 

287

287

338 

550

700 

650

562 

508

478 

463 

455 

448 

440

581

505

379

364

501

700 

280

550

391 

391

387 

364

327 

320

320 

320 

320 

313 

313

313

305

298

298

 

550 

298

UN 280

291

291 

284

28 

28

28 

28

28 

28 

284 

305 

327

550

505

850

950

850

1.000 

284

AC-FT 

AC-FT

JUNE

800

611 

562

535 

520

482 

474

467 

459 

444 

436 

436

650

467

398

391

_____

800 

383

321,300 

260,100

JULY

383

368 

650

554 

508

516 

501

463 

455 

455 

425 

402

3B7

356

341

550

451

650 

341

AUG.

391

323 

316

316 

316

309 

309

309 

309 

309 

309 

309

309

302

298

295

302

391 

295

SEPT.

305

298 

295

295 

295

295 

295

2 = 5 

295 

295 

295 

295

295

291

287

287

287

 -

305 

287
WHITE RIVER BASIN

7-0675. Big Spring near Van Buren, Mo. Contlnuea

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1«

1

3

4

5 

6

9 

10

11

13 

14

18 

19

20

21 

22

2*

26 

27

29

MAX 

MIN

284

284 

284

284 

284

284 

280

280 

2t>0

264 

284 

284

2B4 

284

284

284 

284

291

280

2=1

291

291

284 

284

284 

284

284

2B4 

284 

284

291 

291

360

302 

302

295

284

295

280

230

280

280 

2«o

230 

28U

280 

280

280

273 

273

273

^

273

273

273

273

273 

273

273 

266

266 

266

266

2&& 

266

266

270

273

284

284

284 

284

295 

295

295 

287

287

287 

287

287

280

280

280 

280

950

880

804

679 

710

687 

664

634

588 

573

550

1,000

520

505

900

720

620

573 

565 

550

535 

527

550

520 

520

560

950

527

489

444

417

398

383

368 

364

360 

360

353

353 

353

383

527

360

353

338 

345

331

338

338

338 

338

331 

327

323

316 

316

316

360

316

316

309

300 

3C5

3C2

3C5 

3C2

3C2 

3C2

30 2

30 2 

3C2

451

687

52 r

478

406 

383

406

353 

338

334

338

323 

316

316

338

331

316 

331

336

527

SEPT

323

316

309

309 

309

309

305

309

30°

309 

302

302 

302

309

309 

3C2

302

323 

302

18,350

MAX 1,000

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

2

4

6

7 

8

9 

10

15 

17

18 

19 

20

21

23

25 

26

28 

29

31

MEAN 

MAX 

MIN

302

302

302 

302

284 

280

280 

280 

280

277

277

266

262 

262

284 

302 

262

262

262

262

262

262 

262

262

262

270

262

270

262

270

270 

270

262

256

256 

256

256

262

284

284

270 

270

270

291

273 

270

256

266

262

262

327 

323

320

313

 

256

368

459

448

338 

334

323

320

562 

459

309

398

600

650

700

657 

619

569

508

463

398

436

421

394

444 

467

425 

543

505

478

527 

470

379

429

421

398

410 

394

341 

334

345

331

327

323

320

320

313

320 

316

30' 

302

302

30?

3C2 

30'

29'

298

295

295

291 

291

298 

206

295

302

305 

305

291

3C5

305

350

309 

305

316

313 

309

309 

313

420

460 

444

410 

360

305

AC-FT 250,800
WHITE RIVER BASIN

7-0680. Current River at Doniphan, Mo.

Location.--Lat 36"37i25", long 90°50'55", in NWijNWi sec.27, T.23 N. , R. 2 E. , on right bank half 

~ a'mile upstream from U.S. Highway 160, 1 mile west of Doniphan, 2j miles upstream from Briar 

Creek, and at mile 51.3.

Drainage area.--2,038 sq mi.

Records available.--October 1918 to September 1965. Prior to July 1921 monthly discharge only, 

published in WSP 1311.

gage.--Digital water-stage recorder. Datum of gage is 322.21 ft above mean sea level, datum of 

1929. Prior to July 3, 1936, nonrecording gages at several sites half a mile downstream at 

various datums. July 3, 1936, to Aug. 13, 1963, graphic water-stage recorder at present site 

and datum.

Average discharge.--47 years, 2,692 cfs (1,949,000 acre-ft per year).

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (14,000 cfs), water years 1961-65

Date

Mar. 8, 1961

Mar. 22, 1962

Time

0500

1800

Discharge

15,600

* 18,600

Oage 

height

9.40

10.50

Date

May 19, 1963

Mar. 10, 1964

Time

0300

0045

Discharge

15,200

* 30,100

Gage 

height

9.21

13.71

Date

Apr. 7, 1964

Apr. 8, 1965

Time

1300

0015

Discharge

23,800

* 10,700

Gage 

height

12.10

6.93

Annual minim years 1961-65

Water year

1961 

1962 

196?

Date

Oct. 28-^0, 1960 

Aug. 20, 21, 30, 1962 

Sept. 29, 30, 1963

Discharge

1,230 

1,250 

1,110

Cage height

0.84 

.87 

.44

Water year

1964 

1965

Date

Nov. 13-16, 1963 

(D)

Discharge

1,080 

1,060

Oage height

a 0.29 

o .11

a Occurred Jan. 15-17, 30, 31, Feb. 3-5, 1964. 

b Nov. 14, 15, 17, 1964, Aug. 6, 1965. 

c Occurred Aug. 22, 24, 1965.

1918-65: Maximum discharge, 94,400 cfs Mar. 12, 1935 (gage height, 22.0 ft, present site and 

datum), from rating curve extended above 60,000 cfs; minimum, 852 cfs Oct. 8-19, 1956; minimum 

gage height, 0.11 ft Aug. 22, 24, 1965.

Maximum stage known, ?4,9 ft in March 1904, from floodmarks, present site and datum (discharge,

130,100 cfs, from rating curve extended above 60,000 c "<> 1.

Remarks.--Records good. Re. >rds of chemical analyses for the water year 1965 are published in

reports of the Geological Survey.

Revisions (water years).--WFF 8"7 : 1P37-38(M). WSP 927: Drainage ir^a.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2 

3 

4 

5

7 

8 

9 

10

11

12 

13

1* 

15

16 

17 

18 

19

2D

21

22 

23 

24 

25

26 

27 

28 

29 

30 

31

TOTAL 

MEAN 

MAX 

MIN 

CFSM 

IN.

J.270 

1.260 

1,260 

1,260 

1,260

1,260 

1,260 

1.270 

1,270 

1,270

1,270 

1,260 

1.250 

1,240 

1,260

1.250 

1,250 

1,240 

1,260 

1,270

1,260 

1,260 

1,250 

1,240

1.240 

1,240 

1.240 

1,230 

L.250 

1,260

38,920 

1,255 

1,270 

1,230 

.62 

.71

1.310 

1,310

1,270

1,260 

1.250 

1,260 

1,270 

1.340

1,340 

1,340 

1,310 

1,310 

1,310

1,340 

2,160 

2,280 

1,920 

1,650

1,500 

1.500 

1.600

1,600 

1,500 

1,500 

1.46G 

1.420

44,030 

1,468 

2,280 

1,250 

.72 

.80

1.34C 

1,340

1.380 

1,600 

2.52D

2,100

2,400 

4,720 

5,450 

4,020

2,840 

2,520 

2,280 

2,160 

1,980

1,800 

1,700 

1,600

1,550 

1,500 

1.500 

1,460 

1.420 

1.420

65,900 

2,126 

5,450 

1.340 

1.04 

1.20

1,380 

1,380

1,340 

1,340 

1,340

1,310

1.310 

1,270 

1,270 

1,310

1,380 

1,380 

1,340 

1,340 

1,340

1,310 

1,310 

1.310

1,270 

1,260 

1,260 

1,240 

1,240 

1,240

40,800 

1,316 

1,420 

1,240 

.65 

.74

1.240 

1.250

1,240 

1,250 

1,260

1,270

1,270 

1,310 

1,380 

1.500

1,650 

1,650 

1,750 

2,100 

2,400

2,400 

2,400 

2,340

2,100 

2,040 

2,100

47,230 

1,687 

2,400

.83 

.86

MAR.

1,980 

1,920

6,920 

13,900 

13,200

7,180

5,880 

5,240 

5,080 

5,560

4,480 

4,030 

3.880 

3,660 

3,510

4,180 

4,930 

4,780

4,030 

3,880 

3,800 

3,660 

3,510

150,870 

4.867 

13,900

2.39 

2.75

APR.

5.240 

4,780

3,580 

3.300 

3,090

5,400

6,680 

6.520 

6,360 

5,880

5.240 

4,780 

4,480 

4,030 

3.800

3,510 

3,580 

3,580

3,440 

3,230 

3,020 

2,890 

2,760

127,850 

4,262 

6,680

2.09 

2.33

CAL YR I960: TOTAL 800,380 MEAN 2,187 MAX 7,880 MIN 1,230 

WAT YR 1961: TOTAL 1,036,640 MEAN 2,840 MAX 38,800 MIN 1,230

MAY

6,840 

6,680

8.030 

22,800 

37,000 

38.800 

27,100

15,400 

10.3CO 

8,550 

7,520

6,200 

5,720 

5,400 

5,080 

4,780

4,630 

4,780 

4,930

4,480 

4,330 

4,180 

3,880 

3,730

284,880 

9,190 

38,800

4.51 

5.20

JUNE

3,300 

3,160

2,890 

2,890 

2.890 

3.020 

3,020

2,960 

2,760 

2,700 

2.700

2.630 

2,560 

2.500 

2.380 

2,320

2.260 

2,200 

2.140

2,080 

2,020 

1,960 

1,910 

1.910

77,870 

2,596 

3,440

1.27 

1.42

CFSM 1.07 IN 

CFSM 1.39 IN

JULY

1.86C 

1.860

1.75C 

1,750 

1.70C 

1.70C 

1,650

1.60C 

1,600 

1,600 

1.65C

1.70C 

1,65C 

1.60C 

1.65C 

3.66C

3.37C 

2.70C 

2.38C

2.20C 

2.08C 

2,14<T 

2.14C 

2.02C

66,630 

2,149 

7.22C 

1.60C 

1.05 

1.2?

AUG.

,800 

,750

,750 

,650 

,650 

,600 

,600

.600 

.600 

.700 

,650

,550 

,550 

.500 

.500 

,500

,500 

,550 

,550

,500 

,450 

,450 

.450 

,450

4 ,210 

,587 

,860 

,450 

.78 

.90

SEPT.

1,500 

1,650

1,500 

1.450 

1,500 

1,450 

1,450

1 ( 400 

1,400 

1,400 

1,400 

1,400

1,400 

1,400 

1,400 

1,400 

1,400

1.350 

1,350 

1,350

1,350 

1,350 

1,300 

1,300 

1,300

42,450 

1,415 

1,650 

1,300 

.69 

.77

14.61 AC-FT 1,588.000 

18.92 AC-FT 2,056,000
WHITE RIVER BASIN

7-0680. Current River at Doniphan, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

4 

5

6

7

9 

10

11 

12

15

20 

21

22 

23

28

31

CFSM 

IN.

L340

1.340

1.310 

1.310

1,270

1,270 

1,270

1,270

1,270

.73

,420

,310 

,310

,270

,340 

,340

.72

1,650

2,160

1,650

1,500

1.02

1,500

10,800

3,740

1.83

2,400

1.45

10,900

4,860

2.59

3,180

2.17

2,460

2,160

2.13

1,800

1,860

1.14

1.500

1,385

1,380

.85

1,310 

1,310

1,270

1,260

1,340

.73

1,700 

1,750

l.S^C

1.38C

.88

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3

4

5

6

7 

8

10 

11

14 

15

16

19 

20

21

28

TOTAL

MAX 

MIN

IN.

1,460 

3,180

2,980

1,750

1,550 

1,500

1,500 

1,500

i',340

4,440 

1,340

.99

1,340 

1,340

1,310

1,310 

1,310

1,270

1,340 

1,240

.71

1,240

1,230

1,220 

1,210

1,240

1,800 

1.190

.71

2,040

1,600

1,650

1,340

2,040 

1,250

.83

1,240

1,220

1,210

1,150

1,240 

1,140

.61

1,200

4,160

2,910

3,740

1,200

1.71

4,020

2,210

2,000

1,570

1,490

1.10

1,570

,450

,460

,480

1.410

2.39

5,300

3,000

2,580

2,700

1,850

1.64

1,800

2,20(1

1,850

1,490

1,450

1.06

2,050

1,450

1,450

1,800

1.340

1,260

1,260

.83

,260

,220

,1"0

,190 

,190

,190

,160 

,160

,130 

,11C

,260 

,110

.64

CAL YR 1962s TOTAL 887,250 MEAN 2,431 MAX 16,700 MIN 1,190 CFSM 1.19 IN 16.19 OC-FT 1,76C,OOC 

HAT YR 1963! TOTAL 724,160 MEAN 1,984 MAX 22,200 MIN 1,110 CFSM .97 IN 13.21 OC-FT 1,436,000
WHITE RIVER BASIN

7-0680. Current River at Doniphan, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER I<)t4

1

3 

4

5

6

8

12

15

16 

17

21

26 

26

31

MIN 

IN.

1.120

L.11U 

1,110 

1.100

1,100

1,100 

1,100

1,100

1,100 

1.090

1.090

1,090 

1,110

1.1CU

1,100

1.740

1,^20

1.23C

1.19C

1,180 

1,150

1,150

1,110

1,110

1,150 

1,110

,360

,360

20,300

2,670

6,450

3,56C

2, ISO

1,910

1,870

1.540

1,510

1,310

1.280

1,231

2, fro

,2°0

»53f

.610

, 270

,fc80

,37-;

SEPT.

1, '1C

1.18C

l,13f

1, It

1,2'u

1.3BC 

1,3)0

.M

DISCHARGE, IN CUBIC FEET PER SECOND, WATEK YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3 

4

5

6

7

9

11 

12

14 

16

18 

19

21

27

26

KIN 

CFSH 

IN.

1,210 

1,160 

1.140

1,120 

1,120

1,110 

1,100

.55

.63

1,080 

1,080 

1,080

1,080

i.oao

1.130

.55 

.61

1.23C 

1,280 

1,230

1,270

1,170

.59 

.68

1,310

; :

1,240

.62 

.72

1,160

1,470

.77

.80

2,020

1,400

.80 

.92

APR.

9,150

3,990

2.03 

2.26

2,090

1.09 

1.25

1,880 

l.BOO

1.05 

1.17

1,150 

1,15C

.62 

.71

UU80 

LIZ?

1,070

1,120

1,C<30

l.u^O

1,080

1,110

.54 

.63

l.lTi

1,180

2,-^C

1,3C 0 

1.72C

2,070

1,380 

1,680

7,050 

3,060

2,415 

7,050

1.18 

1.32

00 MIN 1,070
WHITE RIVER BASIN

7-0688.9. Fourehe River above Pocahontas, Ark.

Location.--Lat 36°20'2l", long 9n°56'30", in NE£NW£ 3ec.35, T.SO N., R.I E., on right bank at 

upstream side of bridge on State Highway 115 , 6.1 miles north of Pocahontas and 8.7 miles 

upstream from mouth.

Drainage area.--L)2g sq mi.

Records available.--October 1964 to September lafc'5.

Page. --Water-stage recorder. Datum of gage is £58. 6b ft above mean sea level, dat'im uf 1929.

Extremes.--Maximum and minimum discharges for the water year 19G5 are contained in the following 

table:

year

1965

Maximum

Data

Feb. 10, 1965

Feb. 12, 196E

June II, 196E

Time

0700

0800

2400

Discharge 

(cfs)

* 4,320

3, 220

4,600

Gage height 

(feet)

19.11

18.14

18.93

Minimum

Date

Aug. 31, 1965

Discharge

24

Gage height 

(feet)

3. 21

Remarks. Records good.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1Q64 TO SEPTEMBER 1565

DAY

Z 

3 

4

5

6

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

TOTAL 

MEAN 

MAX 

MIN 

CPSM 

IN 

AC -FT

OCT.

110

S3

68 

65 

60

59 

57

55

48

46

42 

40

40 

40 

40 

40 

42

42 

42 

43 

45 

43 

41

1,874 

60.5 

165 

40 

.265 

.31 

3,720

NOV.

41

40

44

43

44 

44 

44

44 

45

136 

130

65 

60 

57 

56

56

100 

899 

449 

220

3,071 

102 

899 

40 

.447 

.50 

6,090

DEC.

228

434 

22E

170 

176

446 

325

186

29

08 

06 

01 

02

96 

88 

86 

84 

83

6,304 

203 

734 

.83 

.890 

1.03 

12,500

JAN.

410

1,490

1,250

530 

434

208

204 

189

170 

188 

312 

244

220 

188 

178 

166 

158

10,990

1,490 

146 

1.56 

1.79 

21,800

FEB.

122

110

1,600 

4,050

2,590

308

283 

260

220 

212 

204 

106

186

189

16,385

4,050 

107 

2.57 

2.67 

32,500

MAR.

830

362

325

305 

268

228

183 

174

1&4 

159 

152

197

338

220 

737 

626

12,258

1,360 

152 

1.73 

2.00 

24,310

APR.

1,010 

1,330

722

470

350

298 

318

614

589 

350

260 

236 

220 

204

189

loO 

150 

144

13,821

1,330 

144 

2.02 

2.25 

27,410

MAY

120 

117

111 

110

102 

283

146 

124

150 

113

93 

108

97 

89 

85 

82 

7°

81

82 

78

3,581

283 

73 

.509 

.58 

7,100

JUNE

60 

60 

59

88 

68

62 

2,400

228 

168

110 

05

87 

81 

7fl 

76 

72

65

62 

5E

7,359

2,400 

58 

1.07 

1.20 

14,600

JULY

274 

23s

156 

165

231

1,590

446

336

220

124 

00

66 

51 

40

32 

540

490

76 

56 

48 

46

8,686

1,590 

32 

1.23 

1.42 

17,230

AUG.

40

38 

37

36

52 

37

33 

32

30 

28 

30 

32 

33

33 

30 

81 

48

38

31 

28 

27 

30

1,152

81 

27 

.163

2,280

SEPT.

40 

36 

34

37

33 

33

1,940 

1.5oO 

228 

141

lOo

83 

78 

73

83 

1,Q60 

1,240 

350 

204

153

110

'318 

1,960 

31 

1.39 

1.55 

18,900

CAL YE 1964: TOTAL MEAN MAX MIN CPSM IN AC-PT 

WAT YR 1965: TOTAL 95,010 MEAN 260 MAX 4,050 MIN 27 CPSM 1.14 IN 15.50 AC -FT 188,400
WHITE RIVER BASIN

7-0690. Black River at Pooahontas, Ark.

Location. Lab 36°15' , long 90°58' , in S»£ sec.27, T.19 K. , R.I E , near right bank on downstream 

side of pier of bridge on U.S. Highway 67 at Pocahontas, 1.6 miles downstream from Fourche 

Creek, 6.1 miles downstream from Current River, 18 1 miles upstream from Spring River, and at 

mile 90.1.

Drainage area.--4,843 sq mi.

Records available. January 1936 to September 1965.

Gage. Water-stage recorder. Datum of gage is 242.43 ft above mean Gulf level (Corps of Engineers 

bench mark). Prior to July 15, 1937, staff gage at site 0.3 mile upstream at same datum. 

July 15, 1937, to July 23, 1940, wire-weight gage at present site and datum.

Average discharge.--29 years, 5,552 cfs (4,019,000 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the 

following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

May 1C, 1961 

Mar. 5-6, 1962 

May 31, 1963 

Mar. 14, 1964 

Apr. 10, 1965

Discharge 

(cfs)

52,300 

15, 500 

13,800 

42,900 

12,000

Oage height 

(feet)

24.18 

18.02 

b 16.40 

23 . 52 

15.11

Minimum daily

Date

(a) 

Aug. 21-23, 1962 

Sept. 26-30, 1963 

('=) 

Aug. 16-22, 1965

Discharge 

(cfs)

1,610 

1,580 

1,480 

1,350 

1,540

Gage height 

(feet)

:

a Oct. 13, 14, 25-30, 1960.

b occurred June 1, 1963.

c Oct. 16-27, Oct. 29 to Nov. 3, 1963.

1936-65: Maximum discharge, 59,600 cfs June 17, 1945 (gage height, 24.32 ft); minimum, 

1,080 cfs Oct. 16-19, 1956 (gage height, -0.18 ft).

Maximum stage known, 25.9 ft Apr. 17, 1927, present site and datum.

Remarks. Records good. Some regulation by Clearwater Reservoir (see station 7-0620), 167 miles 

upstream, since June 3, 1948.

Revisions, WSP 927: Drainage area.

DISCHARGEf IN CUBIC FEET PER SECONOi HATER YEAP OCTOBER 1960 TO SEPTEMBER 1961

HIM 

IN.

M Expressed In thousands
WHITE RIVER BASIN

7-0690. Black River at Pocahontas, Ark.--Continued

DISCHARGE. IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

2 

3 

4

5

6

7

9 

10

11 

12

14

16 

17

18

19 

20

21

23

27 

28 

29

MAX 

MIN 

CFSM 

IN.

1,780 

1,780

1,750 

1,780

1,740

1,740 

1,740

1,740

1,680 

.36 

 42

1,840

1,840 

1,840

2,780

.43 

.48

3,890

4,590

.74 

.85

6,240

9,240

1.27 

1.46

4,890

5,190

1.49 

1.55

15, SCO

7,720

10.400

2.40 

2.76

13,200

9,000

2.27 

2.53

6,920

4,520

1.39 

1.61

3,420

2,660

.69 

.76 

197,500

2,440

2,220

2,000

2,830

.46 

.53

 AUG 

1,950

1,680

1,580

1,580

1,740

2,120 

1,580 

.36 

.42

2,610

2,780 

2,880

2,340

2,500

2,560 

2.440

2,340 

2,280

2.340 

2,220

2,880 

2, 170 

.51 

.57

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1 

2

4

5

6

7 

8

9 

10

12

15

18 

19

24

27 

28 

29

31

MIN 

IN.

3,230

2,b80

2,610

3,420

3,000 

2,880

2,500 

2,220

2.170

2,000

2,000

2,000

1,950

i:900

1,840

1,740

1.680

1,640

:ii

2,660

2,500

2,220

2'.436

1.900

1,840

1,840

8,440

9,640

4.740

2,830

2,500

3,960

8,360

7,320

3,110

2.280

2.120 

2.6«,0

2.340

2.000

2.000

1.900 

1,740

1,680 

1,780

1,680 

1,640

1,640 

1,680

1,840 

1.840

1.680

1.580

1,540

1,480 

1,480 

1,480 

1.480

.34 

.38
WHITE RIVER BASIN 

7-0690. Black River at Pocahontas, Ark. Continued

1

2

4 

5

6

7

9 

11

16

17 

IB

20

24

28 

29 

30

MIN 

IN.

1,480

1.440 

1,440

1,440

1,440

1.350

.33

1.350

1,400

.40

2,120

1.780

.44

1.640

~

3.050

2,340

25.000 11.400

2.34

4,310

1.03

2,420

.50

1,660

.40

2.440

1,760

2,610

2.660

62.060 

.55

2,610

2,170

1,840 

1,780

1,900

2,780

3,460 

2,940

79,700 

2,657

.55 

.61

IN 8.73 AC-FT 2,255,000

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

3

4 

5

7

9

13 

14

19 

21

26 

28 

30

TOTAL

MIN 

CFSM 

IN.

^

4,030

1.950

1,780

1,680

1,680 

.47 

.54

1,640

.39 

.43

4,030

.67 

.78

5,040

.83 

.95

10,000

1.29 

1.34

5,340

1.02 

1.17

10,400

1.90 

2.12

4,450

.82 

.95

6,680

.82 

.91

2,880 

2.720

1,840

.51

.58

1,640 

1,580

1,580 

1.580

1,640

.33 

.38

SEPT.

5 600 

4 380

3,610

8,520 

7,560

5,120

.93 

1.04

CAL YR 1964: TOTAL 1,655,270 MEAN 4,523 MAX 42,900 MIN 1,580 CFSM .93 IN 12.71 AC-FT 3,283,000 

WAT YR 1965: TOTAL 1,460,050 MEAN 4,000 MAX 12,000 MIN 1,540 CFSM .83 IN 11.21 AC-FT 2,896,000
WHIT*1 RIVER BASTf

Drainage area, T.lfif 

Records available. T

Gage.--Water-stage r^fordPr. Datum o'' gage ir 254.07 ft above wan sea level, datum of 1 

Prior to T,,iy 17, JOJT, staff gagp at site 200 ft downstream gt sgme dstum Jjly ]7, 

to Feb. R, 1939, wlr°-welght gage at present site anri datum.

Average discharge. --39 years, 1,317 nf-; fgSJ.^OO acr^-ft per yearl.

Extremes. - Maxlmums and minlmums (dls~h=rgp In p"ble feet per second, gage h°igtit In feet). 

Annual maximum discharge (*} and peak lischargep above base (9,000 cfs), water ypgrs 1961-6E

929.

1937,

Date

Apr. 1, 1961 

May 7, 1961

Feb. 2B, 1962

Time

0400 

20 ^n

" -

Discharge

9,160 

* 72,500

Qage 

height

15.14

27.75

Date

Mar] 17," 1963 

May 27, 1Q 6;

| MS '___ 11 _^1^ J

Time

0800 

0700 

2000

Discharge

11,800 

9,160 

* 20,500

Qage 

height

17.44 

15.10

Bate

Apr. 5, 1964 

Sept. 22, 1965

Time

20no 

2300

Discharge

17,500 

* 17,500

Oage 

height

19.49 

19.51

1961 

196C 

1963

Nov. 7, 1960

Aug. 22, 196£

Sept.30, 196Z

a Oct. 31, Nov. 1, 1961.

b Oct. 22, Nov. 1, 4, 1964.

1936-65: Maximum discharge, 78,SOU r>fs Jan. 24, 1949 (gage height, 2°,42 ft), from rating 

curve extended above 45,QUO c fs; minimum dally, 215 pfs Aug. 1, 1936.

Maximum stage known, about ?".T ft in August 1915, from Infurmp'-lon by rv,rps of Engineers 

(discharge, about 125,UOO '-fs).

Revisions (water years).--'«f.g P 9? 1": ~:^iragp ar^" W^F 1147- IQ?"-?O. j94"3-43, 1945.

OISCHAdGE, IN CUBIC FEET PER SEroNP, WATE» YEAR OCTOBEP 1960 TO SEPTEMBER 1961

1 

2 

3

4 

5

6

B

11 

12

16

H

23

26 

28

31

MEAN 

MAX 

HIN

IN.

395 

402 

392

388 

388

388

384

384 

384

458

395

40-

417

392 

402 

352

368

550

454

546

524 

486

895

2,090

622

564

26.517

.74

568

537

510

519

454

454

532

568

1.520

86C

a

"** .. .

1.96J

4.3UC

2.920 

2,570

4,010

e,250

3.07C

1.900

2,990

15.60C

2,520

6,590

1.83C

1,700

,160

,700

1,070

045

1,373

i!»

R48

735

725

6SC

610

645 

600

582 

560

550

532

532

426

5C6

76;

5P6

46 fr 

458

430 

476

409

4" 6

384 

384

374

418

?4,e7?
WHITE RIVER BASIN

7-0695. Spiing Ri^er at Imhoden, Ark,--Continu&d

DISCHARGE, IN CUBIC FEET PER SECONDi WATER YEAR CCTCIBEP 1961 TO SEPTEMBER 1«62

1 

^

4 

5

6 

7

9 

10

11

14 

15

16 

17

20

21 

22

28 

29 

30

MAX 

MIN

IN.

360 

360

364

351

.36

402 

717

426

374

.44

402

825

780

555

395

.68

502

780 

3,850

1,120

4B2

1.13

895

780 

802

--"

668

1.60

MAR

2,570

1,580

995

1.74

2,220

1,580 

1,340

3,130

1,320

2.06

 -

895

780 

758

735

1.58

780

825

1,400

825

78C

564

.73

5C6

450

406 

420

825 

406

.50

AUG

367

416

357 

354

528 

342

.38

4C?

358

3°5

l,3eo

1,830

582

506 

466

416 

3«8

1,630 

305

.52

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3

5

6

7

a

9 

10

11

15

16 

17

22 

23

25 

27

30 

31

MEAN

MIN

IN. 

AC-FT

1.090

622

524

493 

482

430

591 

645

474

433

434 

420

524

494

529

.52 

3^.520

4T8

466

524

426 

430

416 

406

402 

393

383 

428

...I

^3 HOC

392

388 

388

392

381 

381

392 

332

392

333

712 

o«5

416

<--- .570

622

546

524

,20

398 

398

395 

385

380 

370

448

ii 540

365

355

345

354

327 

333

336

 -'

t y £ 1 0

580

596

8,420

1,580

1,120 

1,020

920

712

xJ«.,7i.O

712

668

600

458 

438

438

 ~-

UJ ,310

416

406

613

351 

351

492

4.540

1,580

*1 , J50

1,2«0

1,040

870

825 

780

,120 

970

825 

780

- 

o=,50n

--

622

715

846 

586

438 

853

758

645

1,240

42, t>Sf

780

690

582

555 

519

388

381

370

370 

3/0

342

895

28,340

345 

345

354

360 

351

324

312

306

306 

312

309 

306

330 

360

.28 

19,640

14,500 MIN 306 .61 IN 8.24 AC-FT 510,500
WHITE RIVER BASIN

7-0695. Spring River at Imboden, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1 

2 

3 

4

6 

7

9 

10

11

17

22

28

30 

11

MEAN 

MAX 

MIN

IN.

OCT.

303 

300

294

300

300

291

3UO 

225

NOV.

294 

303

303

2.380

502

270

406 

388

384

345

333

342 

333

318

309

309

482

309

681

1,460

446

4,250

2,380

1,200

,340

908

800

750

675

800

630

608

565

545

448

454

448

406

384

364

485

505

954 

608

357

SEPT.

416

388

357

406

855

465

900 

652

1,680 

351

.48

WAT YR 1964: TOTAL 402,088 MEAN 1,099 MAX 40,200 MIN 225

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

2

3

5

6

8

9

11

14 

15

16 

17

19 

20

28 

29 

30 

31

MEAN

MIN 

CFSM 

IN.

497 

481

395

388

384

374 

367

381 

370

357

360 

360

370

381

364 

384

825

585 

631

60S

608

585 

565

454 

454

784

880

2,760

880 

725

630 

585

565

2,190

1,260

800

_____

,010

,580

880

2,500 

1,760

1,440

6,990

3,100 

3,380

2,680

1,140

990

908 

880

825 

035

1,280

1,380 

1,220

1,020

"35

775

725

585 

585

545

630

652

630 

5S5

5S5

505

444

725

409 

409

416

.40 

28,710

525

451

440

700

2,780

1,100

990

1.487

1.28 

88,480

WAT YR 1965: TOTAL 375,108 MEAN 1,028 MAX 9,510 MIN 348
WHITE RIVER BASIN

7-0705. Eleven Point River near Thomasvllle, Mo.

Location. Lat 36°47'05", long 91°29'30", In NE^NE£ sec. 3, T. 24 N. , R.5 W. , on left bant attached 

to bluff at end of Grandpappy Ridge, 500 ft upstream from Posy Spring, lj miles downstream 

from Barren Fork, and 2j miles east of Thomasvllle.

Drainage area . 361 sq ml.

Records available. October 1950 to September 1965.

Gage. Digital water-stage recorder. Altitude of gage is 610 ft (from topographic map). Prior to 

July 28, 1964, graphic water-stage recorder at same site and datum.

Average discharge. 15 years, 82.8 cfs (59,940 acre-ft per year).

Extremes . --Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual 

Date

May 1, 1961

Jan. 22, 1962 

May 17, 1963

Time

0900

0750 

1700

num liischa 

Discharge

* 9,050

2,490

rge (*)

Gage 

height

15.45

9.70 

7.94

Date

June 16, 1963

Mar. 9, 1964 

Apr. 6, 1964 

Apr. 24, 1964

Time

1500

150O 

0200 

1400

Discharge

* 5,170

* 5,800 

2, 260 

2,780

Gage 

height

11.80

12.55 

7.68 

8.49

Date

Sept. 22, 1965

Time

0745

51-65 

D'^charge

* 570

Gage 

height

4.05

Annual minim

Water year

1961 

1962 

1963

Date

Oct. 1, 1960 

Aug. 20, 1962 

Sept. 19-30, 1963

Discharge

7.2 

9.5 

6.5

Gage height

a 1.43 

1.38 

b 1.16

Water year

1964 

1965

Date

(c)

(e)

Discharge

E".8 

5.8

Gage height

d 1.13 

f 1.18

b occurred Sept. 1-4, 19-30, 1963. 

c Oct. 12-15, 1963, Feb. 4, 5, 1964. 

d Occurred Feb. 4, 5, 1964. 

e Aug. 15, 16, 18, 30, 31, 1965. 

f Occurred Aug. 30, 31, 1965.

1950-65: Maximum discharge, 16,900 cfs Apr. 3, 1957 (gage height, 17.95 ft, from floodmark), 

from rating curve extended above 2,400 cfs on basis of slope-area measurements at gage height 

13.8 and 17.95 ft; minimum, 2.7 cfs Sept. 13-16, 1954; minimum gage height, 1.13 ft Feb. 4, 5,

Remarks.--Records good except those for period of no gage-height record, which are poor. 

Revisions (water years).--WSF 1341: 1951-52(P).

DISCHARGEt IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

3

4

5

6

7

1

10

11

12

13

14

15

16

17

16

19

20

21

22

24

26

27

29

30

31

MAX 

HIN 

CFSM 

IN.

8.0 

8.0

8.8 

9.6

10

10

10

10

9.6

8.8

8.8

8.8

8.8

11

11

9.6

9.6

11

10

9.6

8.8

8.6

9.6

8.8

8.8

10

10

11 

8.0

9.6 

9.6

8.8

8.8

9.6

8.8

10

10

8.8

8.8

8.8

9.6

8.8

10

17

13

11

10

10

10

12

13

11

10

10

9.6

 

17

6.8

9.6

10 

9.6

10

0

8

2

3

1

: 9

8

2

0

8

7

6

5

5

5

5

3

2

2

2

3

12

71

9.6

.5

.5

.5

.5

1

16 

9.5

10 

11

11 

10

9.6

9.6

11

12

13

18

24

25

22

21

20

25

33

32

29

28

29

28

24

22

 

 

9.6

29

154

205

373

274

209

176

165

157

135

125

111

102

102

91

95

117

167

163

127

149

120

111

159

26

147

133

115

103

390

390

308

290

248

227

217

200

178

157

145

135

147

153

145

123

112

96

95

 

95

101

153

450

4,060

2,140

975

672

527

435

368

320

277

253

230

212

232

240

421

308

251

210

176

162

153

101

122

118

116

129

284

196

160

141

127

122

120

106

99

94

88

102

90

82

72

68

64

60

58

 

58

52 

50

48

49

48

43

42

41

40

40

41

41

39

38

37

37

44

38

36

35

184

129

44

41

38

35

52 

38

46

42

37

32

31

30

29

28

27

26

26

25

40

31

27

25

26

30

25

24

23

22

25

22

.10

22 

2

1

0

9

9

8

9

8

9

8

7

6

6

6

5

5

4

4

4

4

4

3

13

 

13 

.05
WHITE RIVER BASIN

7-0705. Eleven Point River near Thomasville, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1561 TO SEPTEMBER 1562

1

2

4 

5

6

7 

8 

9

11

12 

13

15

16 

17

19

21

22 

23

25

26 

27

28 

29 

30

MAX 

MIN 

CFSM 

IN.

OCT.

13 

13

it14 

13 

11

11

13 

12 

13

12

12 

13

13

13

13 

14

14

13 

12

13

13 

12

4C2

14 

12 

.04 

.04

797

12 

13

15 

14

13 

13

I!

13i:

14

15 

14

13

13

18 

18

14

14 

14

12 

12

12

.04 

.04

13 

12

13 

14

12 

12 

12 

24

26 

36 

27

22

28 

36

31

27

24

22

21 

21

18 

18

12

.06

17 

16

1R

20 

19 

18 

17

17 

17 

18

02

58 

47

38

83

538

193

110

16

90 

80

65

60 

55 

55

50

45 

45 

45

42

41 

40

45

70

90

______

40

MAR

135

58

88 

80 

88 

87

85 

85 

79

69

64

58

5J

277

211

1EO

53

:«

APR.

T 156

117

114 

107 

115 

110

80C 

538 

357

229

199 

182

154

128 

145

130

201

 -

5,953

107

253

211

186 

170 

157 

163

137 

128 

120

106

09 

95

87

75 

72

67

51

50

7,8 0

55

42

41 

39 

38 

38

38 

36 

35

32

31

33

28

27 

47

37

3"1

8C 

61

8C 

27

.12

42 

34

28 

27

55 

58 

37 

34

3? 

31

2e

26

25 

24

21

18 

IB

18

18 

17

17

18 

17

. "

 >**«

? 3 .B 

17

AUG |__ 

17 

17

14 

14

14 

14 

13 

13

12 

12

11

11

1C

10

11

10

17

12 

11

10 

1C 

15

4K

34

!0

.04

)4 

13

18 

16

13 

14 

14

12 

12 

11

IB

IP 

!4

11

11

12 

IT

17

14 

13

12

12 

14

4" 8

11

.04

Note. No gage-height

DAY

1

2

I4

5

6

7

8

9

10

1

2

I

5

6

7

8

9

0

1

2

^

4

5

6

7

8

9

a 

i

ME N 

HA 

MIN

IN. 

AC-FT

OCT.

7

8

6

5

4

4

4

4

4

4

:

7

7

5

4

4

4

4

4

4

4

3

3

3

3

3

3

4

3

7 

3

.05 

901

DISCHA

NOV.

2

2

2

2

2

2

2

2

I

1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

9.5

9.5

9.5

9.5

9.0

9.0

12 

9.0

.03

DEC.

8.5

8.5

8.5

8.5

8.5

a.c

8.0

8.0

7.5

7.5

7.5

8.0

8.0

7.5

7.5

7.0

7.0

7.0

7.0

9.0

9.5

8.5

8.0

7.5

8.0

7.5

7.0

8.0

13

14

14

14

7.0

.03

JAN.

c2

1

J

2

2

C

0

1

0

0

0

0

10

9.5

9.5

9.5

o.O

9.0

8.5

8.5

8.5

9.0

0.5

0

0

C

1 

1

12

8.5

.03

FEB.

12

11

10

10

9.5

9.0

9.0

9.0

o.o

9.0

8.5

8.5

8.0

8.0

8.0

8.0

8.0

8.0

8.0

8.0

.5

.0

.0

.0

.5

.5

.0

.5

 

_ 

236.5

12 

7.0

.02

MAR.

13

13

12

153

172

77

51

45

41

37

41

38

34

31

28

58

61

53

46

44

39

34

32

31

30

28

26

25

24

22 

21

1,367

172 

12

. U

APR.

0

8

8

B

8

7

6

6

6

5

4

4

4

4

3

3

3

3

3

2

1

1

0

0

0

0

1

2

2

0

13.7

10

.04

MAY

10

10

10

12

14

12

11

11

11

11

11

10

12

21

16

15

697

251

88

58

44

35

27

24

51

544

670

520

277

19Q 

157

4,039

10

.42

JUNE

130

111

°1

77

67

58

45

41

37

34

32

30

27

40

75

3, 20

1, 90

50

0?

,.

05

75

50

34

2(1

17

06

99

93

7">

7,273

27

.75

JULY

77

6=

59

53

48

42

41

47

35

28

26

22

24

21

2"

20

IB

18

17

16

16

24

21

1R

17

16

15

17

32

18

15

.C°

AUG.

15

14

14

14

13

12

12

12

12

12

12

11

21

13

11

10

10

1C

10

lu

9.5

 i.O

8.5

9.0

9.0

8.5

8.5

8.C

8.0

8.0

8.0

-!

a!o

:S

SEPT.

7.5

7.0

7.0

7.0

7.5

7.5

7.5

7.5

7.5

7.5

7.0

7.0

7.5

7.5

7.5

7.5

7.0

7.0

6.5

6.5

6.5

b.5

6.5

6.5

6.5

6.5

6.5

ft. 5

b. 5

* '

7.5

6.5

.C2 

416

AC-FT 32,QIC
WHITE RIVER BASIN

7-0705. Eleven Point River near Thomasville, Mo.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATEP YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

ME N

MIN 

CFSM 

[N.

.0

.0

.0 

.0

.4 

.4

.4

.8

.H

.4 

.4

.4

.it 

.4 

.4 

.4 

.4

:S 

: ?

6.55

5.8

6.

6. 

7.

7.

6.

6. 

6.

6.

5. 

7.

7.

8.2 

51 

34 

18 

13

12

10 

?.4

11

10.3

6.4

B.2

8.2 

S.2

7.6 

7.6

7.6 

7.6

3.4

10

8.2

7.6 

7.6

7.6

7.6

7.6 

7.6

8.2 

8.2

7.6 

7.G

7.0

7.85

7.0

JAN

6.4

6.4 

6.4

6.4 

6.4

b.4

t.4 

7.0

6.4

0.4 

6.4

6.4

6.4 

6.4 

b.4 

7.0 

7.6

7.0 

6,4 

6.4 

6.4

6. 4

6.50

6.4

6.

6. 

6.

1

2 

2

5.4

0

2

2 

3

2

1

0 

0 

9.4 

9.4

9.4

8.6

8.2

10.9

6.4

8.2

S.2 

12

11

10

3,849 

1,650

605 

356

204

112

95

10B

130 

90 

84 

78 

78

60 

66

53

2<52

8.2

44

40 

40

1,110 

397

1=>1 

15°

140 

131

113

88 

84

Sf 

75

71 

57 

64 

720 

411

iOb

21" 

IS" 

156

211

40

*

125

106 

93

78 

73

62

57

62

55

4B

40

37 

37

36 

35 

36 

42

38

'5 

35 

45 

37

55.8

34

.18

32

31

30

32

30

29

29

30 

168

40

220 

174

67

36

33

ir

27 

26

25 

24 2~> 

23

48.5

23

.15

2.BBO

23

23 

22

21 

21

20 

20

20 

20

20

17 

16

14 

13

12 

16 

IS

IB 

I*

14 

U 

11 

11

17.5

10

1C

 5.3 

8.9

6.6

8.3 

B.2

7.6 

7.0

13

12 

11

9.7 

5.2

12 

27 

13

11 

9,9

127

30 

22 

1 =

16.3

6.8

14

13 

11

10 

a.B

3.2

=).!

R.6

8.3

B.C

11 

23

11

3.6

1C 

?3 

21 

15

12 

16

16 

] 5

12.2

7.1 

.C1

_

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

CFSM

IN.

OCT.

12

12

11

9.8

9.4

9.4

9.4

9.1

d.8

8.8

B.8

8.8

8.8

8.8

8.2

B.I

7.8

7.

8.

9.

10

9.

9.

9.

9.

S.

9.

9.

8.

8.

8.

1 

7.

.03 

.03

NOV.

8.1

8.0

7.6

7.4

7.3

7.1

8.4

7.8

7.0

7.0

7.0

6.8

6.4

6.4

6.4

6.8

6.8

T.2

12

8.4

7.0

6.4

6.4

7.2

8.8

8.0

8.6

17

12

ID

241.3

6.4

.02

(GE, IN C

DEC.

=i.O

8.C

9.0

lu

Ib

9.0

8.0

a.o

8.0

! )

11

11

10

9.0

S.C

B.8

8.3

7.6

7.6

7.6

7.3

7.3

7.6

7.7

8.4

7.7

7.0

7.1

7.2

7.1 

S.6

7.0

.02

JAN.

0

5

£

4

4

3

3

3

4

4

5

5

i;

4

5

3

3

2

2

2

2

i

3

2

2

1

0

0

0

9.7 

9.4

9.4

.04

PEP SECO

FES.

9.4

1.1

8.7

8.5

8.4

8.6

9.0

8.5

0

C

 

_____

8.4

.05

MAR.

31

101

72

55

47

42

37

36

33

30

28

28

27

25

24

23

22

21

20

20

20

19

! )

19

21

22

22

2S

68

49

40

19

.09

APR.

36

S4

142

147

115

105

88

84

77

74

72

63

56

60

327

31S

222

176

145

121

105

92

82

75

70

63

56

50

46

43

34

.29

MAY

41

38

3 b

34

32

32

55

60

53

46

42

39

36

42

38

35

33

33

32

33

35

31

28

25

23

22

21

20

19

18 

18

18

.09

JUNF

17

17

17

16

15

55

7f

32

27

25

24

28

23

27

25

24

23

21

20

19

17

16

16

15

14

13

13

12

11

11

11

.06

JULY

11

11

11

12

11

lr

ir

3.1

<;.9

!: 

1.2

B.7

8.3

8.2

R.4

8.2

8.2

E.2

R.7

8.9

9.1

8.1

7.5

7.8

7.6

7.°

11

12

9.5

8.7 

8.3

7.5

.03

AUS.

8.?

e.2

7.3

7.=

7.5

7.2

5. H

°.o

7.9

7.1

7.0

6.8

6.6

6.6

6.4

6.3

b.6

A. 3

6.6

6,5

6.6

8.6

8.0

7. B

8.8

7.5

7.1

7.3

6.4

6.3 

7.7

9.8 

6.3

.02

SF"T.

U

7.P

7.2

7.C

11

 =.4

e.f

7.6

7.3

7.1

3.8

S.4

7.9

7.?

B.O

7.6

6. D

t>. I

7.C

7.0

9,5

171

41

25

20

8

6

4

3

3

171

6.7

.05

CAL YR 1964: TOTAL 21,266.9 MAX 3,840

AC-F7 17,020
WHITE RIVER BASIN

7-0710. Greer Spring at Greer, Mo.

Location.--Lat 36 0 47'10", long 91°20'50", in SE^SWt sec.36, T.25 N., R.4 W. , on right bank 300 ft 

downstream from lower outlet of spring, 1 mile upstream from Eleven Point River, and 1 mile 

north of Greer.

Records available.--August to December 1904 (gage heights and discharge measurements only),

October 1921 to September 1965. October to December 1921 monthly discharge only, published in 

WSP 1311.

Gage. Water-stage recorder. Datum of gage is 564.00 ft above mean sea level, datum of 1929. 

 ^ug. 10 to Dec. 31, 1904, staff gage at site 250 ft downstream at different datum and Nov. 17, 

1921, to June 25, 1934, at site 250 ft downstream at datum 0.74 ft lower.

Average discharge.--44 years, 330 cfs (238,900 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following table:

year

1961 

1962

1964 

1965

Date

May 7, 961 

Feb. 25, 962

Mar. 9, 964 

Apr, 16, 1, 1965

Maximum

Discharge 

(cfs)

a 948 

b 934

d 644 

495

Gage height 

(feet)

.90 

.88

.60

Date

Feb. 9, 1961 

Dec. 3-6, 1961

Jan. 27 to Feb. 1 

Jan. 29 to Feb. 4

Minimum

Discharge

(cfs)

178 

238

139 

117

Gage height 

(feet)

0.45

.58

.30 

s .31

d Includes about 20 cfs surfac 

e occurred Feb. 3, 4, 1965.

1921-65: Maximum discharge, 1,510 cfs Nov. 17, 1958 includes about 900 cfs of surface runoff 

(gage height, 2 63 ft), from rating curve extended above 700 cfs; maximum excluding surface runoff, 903 cfs May 26, 1927; minimum, 104 cfs Nov. 16-19, 1956, Jan. 18, 19, 1957.

Remarks.--Records good. Occasional runoff from drainage area of 2.97 sq mi included in records.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

*

6

7

9 

11

1* 

15

17

26 

27 

28

30 

31

NIN 

AC-FT

OCT.

24* 

2*1

238

235

222

219

215 

215

219

215

NOV.

215 

212

206

203

203 

2*8

225 

222

203

206 

203

203

219

298 

281

248 

2*1

226

203

225 

225

219

215

206

194

190 

190

187

187

87 

87

84

81

248

291

288 

288

271 

271

_____

181

28* 

284

319

502

4*8

*85

458 

458

448

281

458 

46*

*53

480

469

458 

453

______

432 

*48

453

64*

644

618 

612

568

555 

5*3

531

*18

400

395 

395

______

362 

382

378

366

357

353 

J53

340

340

340

330

301 

298

29*

291 

288 

288

277

281 

284

281

271

264 

261

258

254 

251 

251

CAL YR I960! TOTAL 123,948
WHITE RIVER BASIN

7-0710. Greer Spring at Greer, Mo. --Continued

l

2 

3 

4

5

6 

7

8

9

12 

3

4 

5

6 

7 

8 

9

Z3

25 

26 

28 

30

MAX 

MIN

2*8 

248

243 

248

248

248 

24B 

248 

248

248 

244 

244

244

241 

241

241

248 

241

241

241

241

235 

235 

235 

235

235 

235 

235

238

235 

231

231

UK

241

238

301 

305 

2 "54 

2B8

288 

330 

341

319

301 

238

228

271

274

261 

261 

2bO

350 

400 

400

533

260

437

404

357 

353

349

341

333

349

338

386

37C

366 

361

353

34L

330

555

508

330

423

400

520 

514

508

480

453

432

423

423

391

555

506

502 

491 

480

437

423

414

395

382

382

382

366

357 

353 

349

334

330

326

319

315

308

305

301

301 

298 

298 

298

288

288

281 

281 

281 

281

274

271

264

258

254

254 

254 

251 

251 

251

251 

251

248 

248 

248 

248

244

244

248 

248

258 

258 

258

254

251 

248 

244 

244 

248

258 

254

248

248 

244 

241 

241 

241

241

238

235

DISCHARGE! IN CUBIC FEET PER SECQNDt WATER YEAR OCTOBER 1962 To SEPTEMBER 1963

1

2

3 

4 

5

6 

7 

8 

9 

10

12 

13 

14 

15

16 

17 

18

20 

21

27

30 

31

MEAN 

MAX

287

275 

271 

267 

263

256 

260 

263

260 

260 

256

252 

252

230

257

226

223 

219

213 

213 

213

216 

213 

209

209 

206

...I!!

211

187

L84 

130

177

180 

180

180 

18C 

130

18C

180

215

184

206

193

187

184 

180 

160

180 

180

165

187

157

154

152

149 

149 

149

154

156

157

332

303

2°1 

307

345

275

298

263

248

233

219

216 

213

209

184

216

174

171

165

165

237 

248

517

559

338

529 

500 

488 

472

415

372

332

500

535

488

420

463

395 

386 

382 

372

354

337

328

320 

315

303 

303

291

283 

341

326

332 

324 

315

311

303

299

2<»5

287 

287

279 

275

260

244 

241

284

237 

233 

230 

230

219 

216

213 

213 

209

209 

209

2C6 

202

196

193

6,2°7 

210
WHITE RIVER BASIN

1

2 

3 

*

5

6

7

9 

11

14 

16

21 

22

26 

27

28 

29

MEAN 

MAX 

WIN

B9 

89 

86 

8* 

8*

84 

81

179

176

173

173 

166

189

163

163

161

204 

164

7-0710. Greer Spring at Greer, Mo. Continued

173

151

14S

149

141

139

141

162

146

383

348 

344

408

309 

390

344

300

296 

296

284 

284 

288

288

256

s?

252 

252 

252

239 

236 

232

219

&

«b

207 

204 

204

204

204 

200

200

210

210

210 

207 

2C5

200

181

181 

170 

176

171

171 

171

168 

168

161

210

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

4

5

6 

7

9 

12

14 

17

20 

21

28 

29

MEAN 

MAX 

MIN

155 

155

152

152

149 

149

152 

161

143

158

158

129

129

123

117

117

1B1

158

 

152

220

200

181 

177

247

220

387

481

440

341 

337

490

329

310

329

387

329 

325

387

313

302

310

329

302

268 

265

341

258

258

254

237

230

217 

217

258

210

200 

200

194 

190

187 

1B7

184

174

168 

168

168

185 

210

171 

171

168 

168

171 

171

171 

171

171 

171

171

165

168

283 

272

254 

247 

240

198 

298
WHITE RIVER BASIN

7-0715. Eleven Point River near Bardley, Mo.

ocation.--Lat 36°38'55", long 91"12'03", in NEj-SE-f sec.17, T.S3 N. , R.2 W. , on downstream side 

of right pier of main truss of bridge on D.3. Highway 160, 7 miles southwest of Bardley and 

1\ miles upstream from Fredericks Fork.

Drainage area.--793 sq mi.

Records available.--October 1921 to September 1965. 

in WSP 1311.

)ctober 1921 monthly discharge only, published

Gage.--Digital water-stage recorder. Datum of gage is 410.84 ft above mean sea level, datum of 

1929. "Prior to June 26, 1934, chain gage at site 100 ft upstream at datum 0.06 ft higher. 

June 26 to Nov. 1, 1934, chain gage, Nov. 2, 1934, to Oct. 19, 1939, wire-weight gage, and 

Oct. SO, 1939, to Aug. 13, 1963, graphic water-stage recorder, at present site and datum.

Average discharge.--44 years, 737 cfs (533,600 acre-ft per year).

Extremes.--Haxlmums ami minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum aischarge (*) ani peak aischarges above base (4,000 cfs), water years 1961-65

Date

May 7, 1961

Jan. 22, 1362 

Feb. 26, 1962

Time

1400

Discharge

+ 16, 20n

4,400 

* 6,720

Gage 

height

IE. 80

Date

Tune 17, 196T 

July E, 196?

Mar. 3, 1964

Time

n.50f

Discharge

+ 6,120 

4,400

* 16, POP

Qage 

height

7.94 

6.57

12. 81

Date

June 17, 1964 

Apr. 16, 1965

Annual minimum discharge, water years 1961-65

Water year

1361 

19R2 196'

Date

Fet>. 6, 1961 

Dec, B, 1961 

Feb. 17, 1963

Discharge

249

278 

204

Gage height

1.28 

1.47

1.24

Water year

19 R4 

136E

Date

Feb. 3, 1964 

Nov. 22-24, 1^64

Time

2200 

0630

Discharge

12,000 

* 1,750

Gage

height

11.25 

5.65

Discharge

184 

214

Gage height

1.18 

1.39

1921-65: Maximum discharge, 40,000 cfs Apr. 14, 1927 (gage height, 18.74 ft, from floodmarks), from rating curve extended above 25,000 cfs; minimum, 152 cfs Jan. 27, 1956, Jan. 11, 

1957; minimum gage height, 1.06 ft Sept. 6-11, 1925 (present site and datum).

Maximum stage known, 19.7 ft in August 1915, from floodmarks (discharge, 44,000 cfs. from 

rating curve extended above 25,000 cfs).

Remarks. Records good.

Revisions (water years). WSF 827: 1927-28, 1935. WSP 927: Drainage area.

DISCHARGE, IN CUBIC FfcET PEP SECOND, WATER YEAF OCTOBER I960 TO SEPTEMBER 1°61

1

2 

3

5

6

7

8 

9 

10

14

16

20

;i -

2811

MAX 

MIN 

CFSM 

IN.

319 

316

316 

312

312

309

312

296

ill

293 

299

319 

293

29<5 

296

293

283

293

286

302 

296

330 

283

28b 

286

233

354

507

319 

312

588 

283

3C6 

3C2

296

280

283

261

258

258

264 

258

252

264

326

::::::

249

434

43,3

574

1,220

ItlSO

976 

946

426

1,160 

1,170

l.CuO

1,520

U28C

1,030

888 

860 

360

860

86J 

86f

888

,040

,140

,7=0

,380 

,320 

,250

,220

860

,16C 

,120

,060

,220

,1CO

1,000

888

750 

750 

722

722

6^h 

6-6

671

630

622

617

612

6<,6 

598 

579

569

545 

56C

564

C3B

5il

49B

474

4BB 

456

434 

430 

426

426

448 

443 

434

".22

414 

414

405 

4C1 

401

4C5

"61

374 

374

358 

354 

358

354

MAX 2,330 MIN 283
WHITE RIVER BASIN

1

2 

3 

4 

5

6 

7

8 

9 

10

11 

12

14

18 

19

21

24 

25

27

28

30 

31

MAX 

MIN 

CFSH 

IN.

34B

336 

336

332

328

324 

324

324

324 

320

324 

324

320

.46

361

308 

305

305

293 

289

289

301 

289

282

282

.43

7-0715

282

285

2B9

412

516

425

361 

357

282

.55

. Eleven

365 

361

340

608

1.700 

1.220

938 

872

332

1.13

Point R

608 

60S

540

555

 

510

1.21

iver nea

840 

827

SOB

630

1,360

,220 

,250

62»

1.54

- Bardlej

1,080

"338

2,200

1,220

1,010

1,010

1.22C

938

1.71

r, Mo. C

,510

,280 

,220

,180

872

815

695 

681

681

1.50

ontinuet

664

647 

636

540 

536

516

545

502

.81

488

479 

5C2

416

403

366 

3E2

38?

386

38? 

378

348 

348

340

373 

378

340

.64 .53

382 

380

3P6 

JB2

378

361

361

332

332

.53

AC-FT 524,100

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1 

2

4 

5

7

9

11 

12

14

18 

19

21

23 

24

28

30 

31

MEAN 

MIN 

IN.

OCT.

470

399

378

361 

357

395

348 

348

353

328

320

316

.53

NOV.

320

3G8

301

301 

297

28!,

289 

282

282

274

270

DEC.

263

259

256 

252

252

256 

259

274

270 

263

328

JAN.

3U5

305

301 

289

282

274 

274

263

252 

252

242

FEB.

231

231

228 

224

224

220

220

217

214 

2 4

 

MAR.

308

630

571

512

905 

827

693

592 

570

488 

456

APR.

386

373

357 

348

332

320 

320

305

289

285

HAV

267

263

259 

256

289

1,440

905

722

610 

602

2,920 

1,320

JUNE

1,1 BO

802

734

681

658

619

1,630 

1,320

1,110

338 

<J05

BOB

JULY

687

746

652

5C2 

581

576

521

507

474

484

474

452 

540

AUG.

540

430

425

412 

403

4C3

378

37K

369

357 

361

353 

336

SEPT.

33?

328

316

308

316 

316

3C5

2" 3 

2°3

282 

274

270

.38

AC-FT 329,300
WHITE RIVER BASIN

7-0715. Eleven Point River near Bardley, Mo. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1<364

1

2

3 

4

5

6

7

9

15 

16

IB 

19 

20

21 

22

25

28 

29 

30

MEAN 

MAX 

MIN

IN.

262

260 

257 

255

254

249

246 

246

246 

244

244

245 

238 

23B

249 

238 

.36

240

248 

245

237

225

224 

229

229

389

305 

290 

280

280 

223 

.39

271

257 

253

231

223 

223

221

221

214 

2LO

209 

.34

209 

207

197

203 

201

197

201

187

189

187 

.29

187 

213

292

291 

280 

272

258

219

187 

.35

218

233 

230

,390

,130 

,210

1,180

1,010

880

2.53

721

1,410

1,020 

987

016 

884

863

1,580

li;i°3o

1.66

852

819

648

633 

620

593

584

574

1.00

550

515 

499

529 

507

1,110 

856

730

.95

447

434 

41-3

374 

369

358 

363

359

835 

.59

4C4

388

353

338

377

365

318

313

322 

410

385 

695

.56

375

336 

322

288 

286

285

2° 6 

297

285

285 

320 

389

361 

324

305 

9,580

319 

3°2 

285

.45

DISCHARGE, IN CUBIC FEET PER' SECOND, MATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

I

2 

3 

4

5

6

7

9

12 

13

15

18 

19

20

25 

26

28 

29

MAX 

MIN 

CFSM 

IN.

284 

279

258 

258

255

247

239 

238

234

296 

231 

.32

231 

229

225 

220

223

221 

221

280

280 

214 

.29

256 

264

267 

264

233

234 

229

267 

220 

.30

300 

30 L

309 

308

273

284

305 

306

309 

243

250

692 

620

448

388 

379

363 

349

244

899

526 

503 

487

438

388 

389

393

395

385

1,030

993 

919

889

1,400

1,180

1,030 

977

897 

849

613

657

943

878 

814

699

647

796

716 

687

641 

647

581

JUNE

540

586

561 

589

585

546

514

489 

4BO

460 

450

414

JULY

407 

416

405

390 

380

365

361 

357

353

346 

342

335 

331

327

AUG.

325 

317

306

298 

296

290 

28°

289 

287

282

283 

283

292 

282

268

SEPT.

290 

274

276

33<J 

315

299 

290

282 

274 

271

270

1,150 

924

559 

510

403

1,150 

270
WHITE RIVER BASIN

Location. Lat 36°21', long 91°07', in SE-pGE-p sec. 30, T. 20 N. , R.I W. , on left bank at downstream 

side of bridge on State Highway 90, 4| miles downstream from small tributary, 6^ miles northeast of Ravenden Springs, and at mile 21.2.

Drainage area.--1,123 sq mi.

Records available.--October 1929 to September 1933, October 1935 to September 1965. Prior to 

October 1949, published as "near Elevenpoint." Monthly discharge only for eome periods, 

published in MSP 1311.

Gage.--Water-stage recorder. Datum of gage is 291.98 ft above mean sea level, datum of 1929. 

ft-ior to Nov. 21, 1938, chain gage at same site at datum 0.04 ft higher. Nov. 21 to Dec. 11, 

1938, wire-weight gage at present site and datum.

Average discharge.--34 years, 1,079 efs (781,200 acre-ft per year).

Extremes. Maxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peat discharges above base (6,000 cfs), water years 19R1-65

Date

May 8, 1961

Time

0230

Discharge

* 35,800

Gage 

height Date

Mar. 5, 1963

'

Time

0600

Discharge

» 7,540

Gage 

height

12. ni

Date

Apr. 5, 1964 

June IB, 1=164

June 13, 1965

Time

1830 

1700

0900

Discharge

6,330

* 4,120

Gage 

height

12.84 

11.03

8.34

Water year

1961

1963

Date

Nov. 8, 960

Feb. SB, 963

Discharge

410

340

Oage height

5 2.73

2.E7

Water year

1964

Date

Fe"b. 4-5, 1964

 -

Discharge

3E6

Gage height

2. 54

a Occurred Feb. 6- , 1961. 

"b Occurred Dec. 1- , 1961.

1929-33, 1935-65: Maximum discharge, 37,600 cfs Nov. 17, 1958 (gage height, 20.83 ft), from 

rating curve extended above 23,000 cfs; minimum observed, 226 cfs Sept. 9, 1936 (gage height, 

2.13 ft, present datum).

Remarks.--Records good.

Revisions (water years). W5F 877: 1930-33, 1936-38. WSP 977: 1933, 1937-39, 1942. WSP 1117: 

Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1960 TO SEPTEMBER 1 C 61

1

3 

4 

5

6 

7

9 

10

11 

12

15

19 

20

24

28 

31

M1N 

CFSM 

IN.

461

487

4*5 

440

498

435 

440

.46

450

430

482

:t°

828

594

.67

617

.52 .59 I. SI 1.89 4.18

1,080

1.39

85°

859

859

1.010

850

882 

.91

761

707

689

659

635 

62T

722 

617 

.74

SEPT.

617

586

565

525

509 

509

503 

503

562 

503 

.56
WHITE RIVER BASIS

7-0^20. Eleven Point Fiver near Ravend(=n Springs, Ark. '^ontinued

DAY

L 

2 

3

4

5

7

9

11

1Z

14

19

20

21

28

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

OCT.

503 

505 

5C3 

438

487

482

482

466 

466

5U=> 

.49

NOV. DEC.

471

492

482

l*t

466

450

455

t"

.23 

611

328 

731

559

828

JAN.

542

531

548

2,230

1,170

FEB.

1,080

1,010

890

859 

855

MAR.

1,960

1,660

U240

983

2,570

2,640

APF. MAY

1,890

1,620

3,980

2.500

2,090

1,110

1,080 

952

JUNE

952

921

828

731

859

49,640

JULY

737

68°

671

641

611

605

58B 

571

553

39,240

AUG.

548

542

514

509

503

487 

4B2

509 

537

537

31,600

SEPT.

525

553

531

588

520 

509

725

509

503 

531 

482

.46 

32,410

6,890 MIN

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

5 

6

6

0

10

12

15

16 

17

20 

21

25

26 

27 

26

30

MAX 

MIN 

CFSM 

IN.

826 

689

"n

600

582

537

525

537

611

531 

537

482

476 

476

569

826

.51 

.58

455

455

450 

450

450

435 

435

430

425 

420

415

 

tf

.39 

.44

DEC

400 

400

395

400 

410

395

395 

391

.36 

.42

450

450

445

400 

400

381

381

381

.37

.43

358 

358 

358

353

34B

348

348 

344

. 32 

.33

MAR

1, 110 

983 

921

1.010 

921

1,200

659

828

1.03 

1.18

605

582 

571

559

537

520

487

450

.47 

.52

440

440

425 

420 

415

410 

405

B59

405 

.84 

.97

JUNE

,?00 

,080

.010 

952 

921

890 

859

1.080

828 

1.10 

1.23

JULY

859 

1,560

1,010

890 

628

767 

1.040

725

617 

.83 

.96

AUG.

707 

659

617 

605 

5<34

5BB 

586

498

461 

.51 

.59

SEPT.

445 

445

445

440 

435 

435

455 

775

440

415

400 

400

391

391 

.39 

.44

WAT YR 1963: TOTAL 244,197 IN 8.09 AC-FT 484.400
WHITE RIVER BASIN

7-0720. Eleven Point River near Ravenden Springs, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAP CCTOBEP 196? TO SEPTEMBER 1 = 64

1

2 

3

4 

5

7

8

10

1L 

12

16

20 

21

26 

28

30 

31

MEAN 

MAX 

WIN

IN.

381

381 

372

367

362

362

348

365 

381

.37

358

348

340

335

498 

1,930

.49

DEC.

405

391

381

376

348

386

440

.40

340

335

335

340

340

340 

353

.35

FEB.

386

695

623

542

511

859

.49

520

466

J.09C

2,0 = C

1,270

3,lt8 

24.3CC

3. £5

APR.

5.32C

3,620

1.56C

1,360

1 ,3 no

1,132 

5.32C

1.52

1,240

1,200

9P3

B°0 

859

859

1,059 

1,460

1.03

767

749

743

1,300 

933

956 

4,020

.95

653

623

559

543 

55<5

647

605 

859

,tz

537

509

6C 1)

4 C'<3

695

67^

1,05"

.6=)

SEPT.

5f<=

54?

471

514

4P2 

1.' ' 

671

^1

1,3' :

[2P

1.3CC 

471

.,-

IN 7.=1 AC-FT 473,7CO

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAP OCTOBER TO SEPTEMBER 1 = 65

1

2

4 

5

6

7 

8

9 

10

11

17

21

23

25

27

29 

30 

31

MEAN 

HIM

IN.

509 

4B7

415

410

405

400 

400 

395

443 

395

386

381

395

594 

416

588

461

445

435

455

524

582

600

588

565 

537

644

713

653

683

725

l.llu 

1,200

1,360

1,170

1,C80

8=0

921

952

859 

828

710

659

635

64 IN

1,110 

611

509

503

503 

487

11.37

476 

553

471

455

435

420 

455

C-FT 681

42C 

44C

1,720

514

4°S

4fcl

2.C2C 

1,110

743

665 

704

ICO
WHITE RIVER BASIN

7-0725. Black River at Black Rock, Ark.

Location. Lat 36°06'15", long 91°05'50", in NW£ sec. 21, T.17 N. , R.I W. , on right bank 900 ft 

downstream from St. Louis-San Francisco Railway bridge at Black Rock, 3.7 miles downstream 

from Spring River, and at mile 68.3.

Drainage area. 7,323 sq mi.

Records available. --June 1929 to September 1931, October 1939 to September 1965. Gage-height 

records collected in same vicinity since 1904 are contained in reports of U.S. Weather Bureau.

Gage. --Staff gage read twice daily, more often during rises. Datum of gage is 229.56 ft above 

mean sea level, datum of 1929. Prior to Aug. 1, 1946, at site 900 ft upstream at same datum.

Average discharge. 28 years, 8,065 cfs (5,839,000 acre-ft per year).

Extremes . --Maximum and minimum discharges for the water years 1961-65 are contained in the 

following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

May 8, 1961 

Feb. 26, 196Z 

May 27, 1963 

Mar. 10, 1964 

Sept. 23, 1965

Discharge

96,300 

33, 50O 

29,900 

90,800 

26,600

Gage height 

Tfeet)

28.0 

a 21.7 

b 19.3 

27.8 

16.6

Minimum daily

Date

( = ) 

Aug. 18-23, 1962 

Sept. 30, 1963 

(4) 

Nov. 14, 15, 1964

Discharge 

(cfs)

2,440 

2,440 

2,220 

1,960 

2,380

Gage height 

(feet)

-

a Occurred Feb. 28, 1962.

b Occurred May 28, 1963.

c Oct. 14, 27-31, Nov. 5-7, 1960.

d Oct. 31 to Nov. 3, 1963.

1929-31, 1939-65: Maximum discharge, 103,000 cfs Jan. 25, 1949 (gage height, 28.5 ft); 

minimum daily, 1,730 cfs in September, October, and November 1956.

Maximum stage known, 31.9 ft Aug. 21, 1915, from records of U.S. Weather Bureau (discharge, 

160,000 cfs).

Remarks.--Records fair. Flow slightly regulated by Clearwater Reservoir (see station 7-0620), 

189 miles upstream, since June 3, 1948.

Cooperation. Records furnished by Corps of Engineers and reviewed by Geological Survey. 

Revisions (water years).--WSP 927: Drainage area. WSP 1211: 1930-31.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1S60 TO SEPTEMBER 1961

1

3 

4

7 

8

19 

21

24 

25

27 

28

30 

31

TOTAL

CFSM 

[N. 

AC-FT

2,540

2,630

2,820

2,440

.35

NOV

^

2,540

2,440

*49

 

3,580

5,860

5,000

4,340

4,240

3,390

3,100

3,200

8,460

20,300

22,200

ll',l°°0

18,600 45,600

15,600

9,760 5,860

5,100

4,240

3,100

3.01C

2,8?C 

2,=2C

2,720

3.3CC

CAL YR I960: TOTAL 2,344,890 MEAN 6,407 MAX 22,000 M1N 2,440 IN 11. °1 AC-FT 4,651,000

M Expressed in thousands.
WHITE ROTER BASIN

7-0725. Black River at Black Rock, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER

DAY

1 

2 

3 

4

5

6

7

9

11 

12

15 

la

19 

20

22

24

26 

27 

28 

29 

30 

31

MIN 

IN.

OCT.

2,920 

2,920 

2,920

2,720

2,630

2,540

2,540

NOV.

2,630 

2,630 

3,100

3,300 

3,300 

3,200

3,200

5,100 

5,000 

4,820

3,700

2, BOO 

2.300 

1,800

_____

22,200 

20,000 

20.6CO

3,200

1°,90Q 

18,60C 

18.CCO

12,900

4,700

0,700 

6,300

5,200

5,?00 

5,200 

5,200

5,480

4,820 

4,620 

4,530

2,820 

3,010 

2,920

2,630

3,960 

4,060 

3, =60

3,*80

3, 300

3,580

3.20C 

3,200

3,200 

.50

,000 MEAN 7,326 MAX 30,000 MIN 2,440 CFSM 1.00 IN 13,58 AC-FT 5,304,000

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1 

2 

3 

4 

5

6

7 

8 

9 

10

11

14

15

16 

17 

18 

19

20

2L 

22

24

26

23 

29

31

MAX 

MIN

IN. 

AC-FT

OCT.

!'!«

5,000 

4,820

4,340 

4,150

4,,10

4,440 

4,060 

3,960

3,360

3,300

250,800

NOV.

3,100

3,200

2,820

2,720

112,800

DEC.

2,630

2,720

3,100

166,800

JAN.

3,960

3.6BO

2,920

^4,oGO

FEB.

2,630

2,630

lti,200

MAR.

11,300

14,600

7,200

029,900

APR.

5,360

4,450

2M,«00

MAY

3,330

3,330

18,100

434,600

JUNE

9,560

11,700

609,300

JULY

5,300

3, SCO

5,860

278,200

AUG.

3,420

3,040

2,570

202.400

SEPT.

2,570

2,480

2,760 

2,670

2,670

2,310 

2,310

2,310

2,503 

2,220

.38 

148,900
WHITE RIVER HAS IN

7-0725. Black River' at Black Rock, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBEP

 

9 

10

12 

13

16 

17

19

20

21 

22

23 

24 

25

26

30 

31

MEAN

MAX 

MIN 

CFSM 

IN.

-

2,220

2,130 

2,130

2,130 

2,130

2,130 

2,130

2,040

2,040

2,040

2,0*0 

2,0*0

2,0*0

1,960

.29

1.960

2, 130

2.0*0 

2,040

2,040

3.230

5,020

21879

.39

3,100

2,920 

2,920

2,5t>0

2,*70

.37

2,380

2,560 

2,470

2 .38C

2,380

.33

2.380

3,910

3,910

.53

 ^ \

3,373

4, 1? 0

7, "SCO

18,4CO

12.6CO

3.53

11,500

23,000

13,500

2.3*

11,300

12,300

5,300

5,110

1.06

4,920

3,910

3,820

.60

. 00

3,370

3,010

2,7*0

2,7*0

5,580

.*2

5,210

3,*60

2.650

3,550 

3,280

3,100

4,450

*,550

6,820 

.5*

4,C90

3,190 

3,100

2,740

2.650

2,830 

2,830

2,830

5,110 

5,110 

4,7*0

7,680

8,960 

.53

CAL YR 1963: TOTAL 1,736,163 MEAN 4,757 MAX 26,400 MIN 1.960 CFSM .65 IN 8.82

M Express¥d~ln thousands".""~~ ~~ ~~

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 196* TO SEPTEMBER 1965

1 

2

4 

5

6

7

8 

9 

10

12

15 

17

19

22

26 

27

28

30 

31

MEAN 

MIN 

IN.

5,110 

4,830

3,190

3,010

2,830 

2,740

2,560

2,470

2,4 0

2,*70

2,830

*,740

6,050

4.000

3 ;*60

3.37C 

3,280

11,000

<?,26G

5,300

*,550

13,3 0

18,600

10,200

8,860

8,270

5,680

10,100

18,100

16,500

13,500

6,530

7,580

6,820

6,620

5,860

5,960

5.390

^"S

*,7*0

5,860 

8,560

5,680

3,100

2,020

2,7*0

2,920 

2,830

2,650

2,470

2,470 

2,560

2,740 

2,650

4,000 

3,730

10,600

5,680

5,110

11,700

12,900

12,000 

10.800
WHITE RIVER BASIN

7-0730. Strawberry River near Evening Shade, Ark.

Location. Lat 36°06>, long 91°36', in NE^ sec.27, T.17 H. , R.6 W. , near left bank on downstream 

 side of bridge on U.S. Highway 167, 2 miles north of Evening Shade, 6.3 miles upstream from 

Piney Fork, and at mile 55.9.

Drainage area. 225 sq mi.

Records available.--February 1939 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 406.56 ft above mean sea level, datum of 1929. 

Prior to July 23, 1939, wire-weight gage at same site and datum.

Average discharge.--26 years, 205 cfs (148,400 acre-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (4.OOO cfs), water years 1961-65

Date

May 8, 1961

Feb. 26, 1962

Time

23OO

0500

1930

Discharge

5,180

* 17,900

» 5,480

Gage 

height

15.42

23.12

15.70

Date

Apr. 11, 1962

May 27, 1963

Time

1330

0200

0730

Discharge

4,480

4,580

* 6, 570

Gage 

height

14.66

14.80

16.68

Date

Mar. 9, 1964

Apr. 5, 1964

Apr. 3, 1965

Sept. 22, 1965

Time

1600

1400

1100

1200

Discharge

* 13,900

4,680

Gage 

height

21.37

14.87

Annual miniir years 1961-65

Water year

1961

1962

1963

Date

Sept. 26-30, 1961

Aug. 24, 1962

Sept. 26, 30, 1963

Discharge

10

6.6

5.5

Gage height

a 3.81

4.07

4.18

Water year

1964

1965

Date

Oct. 8, 1963

Nov. 3, 1964

Discharge

4.2

8.2

Gage height

4.15

b 4.12

960.

urred Aug. 31, 1965.

1939-65: Maximum discharge, 31,000 cfs Jan. 24, 1949 (gage height, 26.59 ft), from rating 

cur ve extended above 16,000 cfs by logarithmic plotting; minimum, 2.8 cfs Sept. 23, 1954.

Remarks.--Records good.

Cooperation. Records furnished by Corps of Engineers and reviewed by Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

DAY

1 

2

4

7 

8

10 

11

13

14

15

16 

17

18 

19 

20

21 

22

23 

24 

25

26

27 

28 

29

30 

31

MAX 

MIN

IN.

OCT.

13 

13

12

15

14

12

15

24

15 

13

14 

12

12

12

12 

13

46 

11

.08

NOV.

12 

11

15

13

19

16

17 

25

28 

23

23 

24

25

 ___

11

.10

DEC.

23

23

22

142

191

120 

81

49

48 

42

35

38

22

5 0_.

40 

38

39

48

38

87 

138

63

58 

48

49

49

38

47

43

40

85

404

211

503

_____

404

222

1,480

1.4CO

572

381

529

2,000

3.110

622

381

608

326 

306

248 

231

189

______

640

348

7,340

660

428

200 

198

183

470 

2B3

166

114

106 

95

78

107

85

67

44 

41

39

32 

30

30

28 

28

 

1,943

26

25

23

23

21

21

18 

18

49

70 

32

32

36 

34

25

884 

28.5

18

.13

24 

22

21

19

18

15

15

14 

13

13 

12

12

14 

17 

19

18

17 

16 

18

22

521 

16.8

12

.07 

1.030

39 

38

28 

22

17 

19

14 

14

14 

14

13 

12

12 

11

11

12 

11 

11

10

10 

10 

10

_____

461 

15.4

10

.07 

.08 

914

SM 1.09 IN
WHITE RIVER BASIN

7-0730. Strawberry River near Evening Shade, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

3 

4 

5

6 

7

8 

9 

10

11 

12

1*

16

18 

19

21 

22 

23 

24

26 

27 

28 

29 

30

MAX 

MIN

IN.

OCT.

9.9

10 

11 

11

11

10

9.6

9.3 

9.3

9.3 

8.6

8.2

7.9

8.2 

8.2

8.9 

9.3

0 

0

1

1 1

2

4

16 

7.3

.05

NOV.

17

22 

16 

15

13

12 

11

10

10 

10

10

12

11 

11

10 

75 

137 

66

33 

28 

26 

24 

23

137 

10

.12

UEC.

22

21 

21 

22

22

22k 

376

193 

193

108

82

232 

197

1L8 

95 

82 

70

52 

53

49 

45 

42

376 

21

.53

JAN.

39

35 

34 

41

45

42

40

40

210

285

135 

1L6

67 

1,250 

484 

288

205 

195 

171 

148 

134

1,250 

34

.95

FEB.

106

89 

84 

73

71

85 

89

80

66

69

79

95 

101 

529 

785

4,380 

2,220 

1,180

4,380 

64

1.87

MAR.

675

415 

338 

271

22b

182 

173

150

153

129

1C9

i?a

675 

415 

3<-'0 

238

314 

245 

210 

190 

228

280 

325 

104

1.44

APR.

540

280 

232

208

192

168 

707

2,810

428

283

219

158 

142

13B

129 

120 

271

4?8 

384

380 

2,810 

120

1.89

2,340

498 

350 

278

229

154 

147

121

82

70

62

52

50 

48

42 

41 

38 

38 

37

 ^

210 

2.34C 

37

1.08

38

S3 

45 

38

35

34 

31

31

25

24

21

26

21 

20 

19

"8 

48 

36 

31 

55

37.7 

118

19

.19

62

31 

28 

25

72 

21

1H 

18

17

14

14

13

12

12

11 

11 

12

11

9.8 

9.3 

= .8 

1C

17.5

62

.C9

AUG.

16

14 

12 

13

12

11

12

5. a

8.8

a. s

B.3 

.8

1

.4 

.4

.B

7.4

8.3 

7.8 

7.4

11 

7.8 

7.4 

7.4 

15

10.1 

17 

7.4

.05

SEPT.

14

11 

12 

14

13 

14

16 

15 

14

13 

12

12

1?

33t

44 

32

26

21 

2! 

2C 

19

22 

26 

21 

IS 

LP

 <2. c 

33ft 

11

.16

CAL YR 19611 TOTAL 90,081.5

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAP OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

6

7

8 

9

ID

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

28

29

30 

31

MEAN

MIN

CFSH

IN.

46

35

40

3D

Z3

19

17

16

16

17

21

22

26

28

26

20

19

19

17

16

15

14

14

14

22

38 

27

22.5

14

.10

24

25

23

21

18

19

19

19

IS

19

18

18

19

18

19

18

17

17

17

16

16

16

15

17

17

16

IB. 4

14

.08

16

16

19

29

27

24

23

23

21

20

19

20

19

19

18

17

18

21

19

19

19

20

2C

20

85

120

85

28.3

16

.13

JAN.

67

59

53

50

48

45

42

40

37

34

32

30

30

29

28

28

28

28

28

28

28

28

25

25

25

25 

25

35.8

25

.16

FEB.

25

20

20

20

19

18

19

18

17

17

17

16

16

16

16

16

16

16

16

16

17

16

16

16

 

 

17.6

16

.OB

48

<i9

90

342

570

157

135

448

346

198

156

134

251

2,340

555

350

234

18D

151

132

121

110

102

85

78

72 

66

339

48

1.51

62

54

55

52

48

45

43

42

40

39

38

37

36

36

35

34

32

30

30

27

26

28

26

29

29

26

38.4

26

.17

25

24

23

32

23

22

21

21

19

19

17

17

16

15

11

9.4

10

9.4

11

11

11

16

1,480

It470

326

196 

151

305

9.4

1.36

123

103

88

77

62 

53

53 

50

47

49

48

51

46

41

431

268

112

82

116

139

93

71

61

53

48

40

36

33

86.3

33

.38

32

3fv

32

30

39 

38

27

23

21

21

19

19

20

29

26

21

18

16

14

11

13

16

25

55

34

20

24

0 72 

143

59.6

11

.26

86

63

52

43

28 

18

23 

18

17

19

18

18

16

16

15

14

14

14

14

14

13

13

li

12

12

11

19

B8 

47

25.6

11

.11

.13

SEPT

:6

i

' .2

.0

.0

.0

.5

.6

.C

 5

3 C .4

1 .C

5.5

.06

.06
270 XHITE RIVER BASIN

7-0730. Strawberry River near Evening Shade, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECONOi WATER YEAR OCTOBER 1963 TO SEPTEMBER 196*

1

2

3

4

5

6

7

B

9 

10

12 

13

IT

18

19

20

22 

23

24

25

26

27

29

30

31

MAX

MIN 

CFSM 

IN.

.5

.0

.0

.5

.5

.5

.6 

.2

.6 

.6

.6

.0

.6

B.B

B.2

B.2

8.2 

7.6

7.6

7.0

6.5

6.5

6.0

4.6

4.6

B.8

4.2 

.03

4.6

4.6

5.0

6.0

7.6

B.2

7.6 

7.6

6.5 

6.5

6.5 

6.5

7.6

17

12

B.B

1,290 

1,110

120

72

58

50

41

34

_____

1,290

4.6

3C

28

27

25

23

23

20

19

50 

64

38

36

35

30

30 

40

35

30

30

30

30

30

30

64

19

35

30

2B

27

25

24

23

24

24 

24

23

23

22

22

22 

21

21

2U

20

21

20

19

20

35

19

20

19

19

19

48

4B4

247

112

91 

147

169

147

139

125

100 

96

90

B6

BO

76

68

 

______

484

L9

.SB

65

64

64

109

106

96

87

9,450

735 

526

211

188

1B9

338

194 

175

160

164

192

161

134

118

111

11,100

64 

4.88

109

103

106

412

3,120

1,900

705

276

226 

684

1B2

162

14B

136

11B 

114

110

105

10C

128

105

96

 __-.

3,120

06 

1.83

B8

84

78

74

70

66

67

64

345 

157

98

77

72

68

64

58 

56

57

78

65

52

44

42

40

610

40

35

36

34

28

28

27

27

25

23

38

19

27

32

38

30

21 

19

19

IB

17

16

15

14

_____

";!

14 

.11 

.12

14

14

14

16

19

14

11

11 

11

110 

51 

31

24

19

17

16

16

33 

34

29

24

20

18

15

14

14

110

11

.10 .11

14

13

12

10

9.4

9.4

1C 

°.4

8.8 

8.8

11 

10

10

25

22

21

17

22

23 

19

16

14

23

44

27

20

16

" 55 8

44

8.8 

.CB

14

12

11

11

10

10

11

12

11 

11

9.4 

b.fl 

8.8

10

15

5

2

2

6

I

9.4

8.8

62

22

19

_____

62

8.8 

.i'7 

.07

OAV

1 

2 

3

5 

6

8

9 

lu

2

3 

4

7

9 

0

1

2

4

7

9 

0 

1

ME N 

MA 

MIN

IN.

OCT.

16 

15 

14

12 

13

13 

12 

13

14 

14 

14

14

13 

13

13 

13

16

15

16 

13

"

14.1 

22 

12

13 

12 

10

11 

11

13 

13 

14

14 

12 

11

12

40 

34

22 

H

14

13

105 

47

19.5 

105 

10

.10

33 

29 

41

84 

64

48 

44 

44

66 

58 

51

41

34 

32

30

30

30

27

25 

25 

25

44.2 

161 

25

.23

28 

94 

151

80 

71

59 

1,220

600

217 

178 

151

106

92

86

83 

80

160

102

90 

85 

79

166 

1,220 

28

.85

1EAN 181

74 

71 

65

62 

61

58 

985 

1,400

1,290 

526 

350

191

151 

135

126

104

SO

200 

1,400 

58

1.34

MAX

569 

1,380 

763

389 

363

297 

247

210

82 

78 

62

130

114

105

ICO

88

126

1,550 

42B

327 

1,550

B8

1.6B

6,890

302 

4?2 

3,120

925 

660

470 

456 

338

241 

206 

244

269

426 

220

180

140

116

102

432 

3,120 

97

2.14

IN 8.8 

*IN 10

3BER 1964

92 

87

84

80 

77

72 

84 

1,510

241 

187 

168

138

1,530

95B

363

195

776

232

145

309 

1,530 

72

U58

CFSM 

CFSM

TO SEPTE

130 

115 

100

80

83

73

70 

64

60 

205 

242

67

52

49

46

64

52

43

30.9 

242 

39

.40

64 IN 

81 IN

38 

37 

32

34

77

63 

44

60 

48 

41

30

28 

27

28

30

44

41

28

30.9 

77 

26

.20

8.70 

10. °3

24 

22

20

18 

17

83 

49 

33

24 

23 

21

19

19 

22

10

IB

16

14

14 

14

16

25.7 

129 

14

.13

1C-FT 131

73 

56 

38

23

10

16 

16 

16

118 

55 

44

56

35

'4 

6, 8°0

470

162

118 

106

445

6,890 

16

2.21

20C
WHITE RIVER BASIN

7-0735. Piney Porte at Evening Shade, Ark. 

(Formerly published as Piney Forte Strawberry River at Evening Shade)

Location. Lat 36°05', long 91°37', in NE^ sec.34, T.17 N., R.6 W., on right bank 20 ft upstream 

from bridge on U.S. Highway 167, three-quarters of a mile north of Evening Shade, and at mile 

5.8.

Drainage area. 99 sq mi.

Records available.--February 1939 to September 1965. Prior to October 1960, published as Piney 

Fork Strawberry River at Evening Shade.

Gage.--Water-stage recorder. Datum of gage is 420.62 ft above mean sea level, datum of 1989. 

^Prior to Oct. 5, 1945, wire-weight gage at same site and datum.

Average discharge.--26 years, 90 4 cfs (65,450 acre-ft per year).

Extremes.--Haxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (2,000 cfs), water years 1961-65

Date

Apr. 1, 1961 

May 5, 1961

Time

0230 

1500

Discharge

3,230 

* 4,460

Gage 

height

11.54 

13.20

Date

May 27, 1963 

Mar. 9, 1964

Time

1200

1830 

1800

Discharge

* 2,740

* 10,400 

3,720

Gage

height

10.69

19.20 

12.24

Date

Sept. 22, 1965

Time

 =200

Discharge

* 7, Son

Sage

height

16.50

dally discharge, wa^er years 1961-65

Water year

1961 

1962 

1963

Date

Sept.24-"5, 1961 

Aug. 20, 3962 

Sept. 26, 1963

Discharge

2.1 

1.4

.50

Water year

1964 

1965

Date

At times 

Nov. 15-15, 1964

Discharge

0 

'.o

1939-65: Maximum discharge, 17,500 cfs Jan. 24, 1949 (gage height, 23.42 ft), from rating 

curve extended above 11,000 cfs by logarithmic plotting; no flow at times.

Remarks. Records good.

Cooperation.--Records furnished by Corps of Engineers and reviewed by Geological Purvey.

DISCHARGE, IN CUBIC FEET PER bECDNO, WATER YEAP OCTOBER 1960 TO SEPTEMBER 1961

1

3 

4

6

7 

8

9 

10

11 

12

15 

16 

18

19

21 

22

24 

25

27

29 

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

12

10 

10

17 

31

20 

18

34 

25

18 

18

13

13

12 

13 

13

17.9 

34 

10 

.18 

.21

12

11 

10

12

26

23 

86

29 

29

27

25

33

29

86 

10 

.27

26

25 

24

148

279

70 

62

44 

40

36

33

33 

35 

33

279 

24 

.62

34

31

38

35

122 

84

40

40

35 

34 

33

122

30 

.45

31

28

26

48

42 

41

105

87

:~ "

350 

26 

.90

117

840

253

279 

228

183

415

213 

228 

1,230

1.230 

117 

3.88

343

234

253

213 

246

84

73

63 

62

1,490 

62 

2.52

122

2,750

320

186 

128

98

98

76

68 

62 

58

2,750 

58 

3.46

8 

8

3 

8

40

38 

33

28 

28

21

21

19 

18

67 

18 

.36

17

16 

15

13 

13

13 

11

11 

11

22

19

10 

11

14 

11

24

83

21 

18 

16

83 

10 

.22

15

3 

6

2 

1

9.4 

11

7.8 

7.8

7.8 

7.8

7.8 

6.8

6.0 

5.6

5.2

6.0

6.8 

7.S

5.2

4.4

6.1 

18

18 

4.4 

.09 

.10

1

.0 

.2

.0

.0

.0 

.4

.0 

.0

.0 

.2

.4

.0

.3 

.3

.0 

.7

.4 

.1 

.1

.4

.7

.0

14 

2.1 

.05 

.05

CAL YR 1960: TOTAL 24,664.7 CFSH .68 IN 9.27 AC-FT 48,920
WHITE RIVER BASIN

1

2 

3

4 

5

7 

8

10

11 

12 

13

15

16 

17 

18 

19

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

MEAN 

MAX 

WIN 

CFSM

IN.

1.6 

2.4 

3.3 

3.7

3.0

2.7 

2.4

2.7

2.7 

2.7 

2.7

2.7

3.0 

3.3 

6.1 

2.0

5.2 

5.6 

6.4 

6.8 

7.3

8.3 

8.3 

7.8 

8.3 

12 

14

4.81 

14 

1.6

.05 

.06

10 

12

17

a. 9

4.8 

4.4

4.0

4.8 

4.4 

4.8

6.8

9.4 

7.3 

6.8 

6.0

5.2 

72 

131 

32 

24

20 

18 

16 

14 

13

16.2 

131 

4.0 

.16 

.18

7-0735. Piney Pork at Evening Shade, Ark. Continued

12 

12 

12

13

86 

63

4B 

47

80 

69

50 

48 

45 

40 

37

35 

32 

25

28

47.2 

136

12 

.48 

.55

25 

24 

23

32

25

78

61 

57

47 

400 

162 

117 

103

71 

64

55

77.1

400

.78

.90

49 

47 

44

36

32

3B

36 

48

44 

49 

222

320 

180

571

159 

1,240

1.61 

1.68

269 

225

186

110

82

67

58 

57

360 

186 

140 

119 

14B

122 

112

508

150 

508

1.52 

1.75

201 

156 

131

110

100

343

174

128 

11

9 

8 

8 

78 

72

132 

124

210

2.12 

2.36

204 

140 

115

B9 

82

63

53

44 

41 

38 

36 

34

32 

30 

2<J 

27 

26

21

20

21

71.8

20 

.73

.84

20 

32 

26 

20 

18

17 

17 

16

15 

14 

13

11

10 

10 

20 

16

12 

11 

9.6 

22 

67

14 

43 

24

19.5

.20 

.22

14

12 

11

10

11

9.3 

8.3 

8.0 

7.7

8.6 

8.0 

7.3 

6.4 

7.0

8.3 

8.9 

6.7 

6.1 

5.8

5.8 

5.5 

5.8 

8.3 

9.6

6.4 

5.5 

5.2 

5.2 

5.8 

6.1

7.84

.08

.09

6.1 

7.3 

6.4 

5.5 

5.2

5.5 

5.2 

4.1 

3.6 

3.3

3.1 

2.8 

2.6 

2.4 

2.4

2.4 

2.4 

2.2 

1.8 

1.4

1.8 

2.0 

1.6 

2.4 

5.3

7.7 

3.3 

2.2 

1.8 

18 

15

136.8 

4.41 

18

.04 

.05

18 

.3

.0 

.P 

.0

.1

.0

.1

.7 

.5

.0 

.4 

.1 

.8 

1

11 

1 

.3

.7 

.7

.1 

.4 

.4 

.7

.3 

.7 

.5

.0 

.0

32 .4 

1 .7 

114

.11 

.12

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MEAN

MAX

MIN

IN.

AC-FT

55

26

12

1O

9.6

8.

9.

8.

8.

8.

8.

8.

9.

26

14

12

56

19

15

13

18

15

12

11

10

10

10

9.6

15

52

23

16.9

56

8.0

.20

19

17

16

15

13

13

15

18

16

14

14

13

13

12

12

12

12

12

11

11

11

11

10

9.6

10

10

10

11

12

12

_____

12.8

19

9.6

.14

11

11

12

30

26

21

20

19

18

16

15

10

13

14

15

13

12

12

11

12

16

17

13

13

13

13

13

12

33

45

33

17.2

45

10

.20

30

30

2S

26

27

27

26

25

24

24

22

20

15

16

18

16

17

20

17

14

13

16

11

12

12

13

12

11

13

14

14

18.8

30

11

.22

.6

' .6

1

!

.3

S.3

8.3

7. 7

7.7

8.3

8.0

8.0

7.7

7.3

6.1

6.7

8.9

8.3

8.3

7.7

8.0

 

 

______

«. 17

13

6.1

.10

15

33

26

49

586

192

112

86

78

68

309

174

113

91

79

114

216

106

95

SI

68

2

8

4

1

8

3

Z

9

8

34

102

5B6

15

1.19

33

31

30

29

2B

27

26

25

24

22

21

20

19

IS

18

17

17

16

16

15

13

13

12

12

15

14

13

15

15

13

______

19.6

33

12

.22

12

11

11

12

11

11

9.6

9.3

8.9

8.6

8.3

8.0

.7

.7

.0

.7

.4

.1

.8

.4

.4

.6

.8

.5

1

99

1,43

27

15

10

8

05

1, 30

.5

1.23

78

65

56

49

44

39

34

31

28

26

32

30

24

21

19

280

96

55

44

55

45

34

31

28

26

24

21

10

17

16

______

45.6

280

16

.51

2,710

5

5

2

2

5

7

1

0

9.3

S.6

8.6

8.3

8.9

9.6

9.6

8.3

7.7

7.3

6.7

6.1

5.8

7.7

13

61

12

8.9

8.0

8.0

20

61

16

13.8

61

5.8

.16

848

11

9.3

9.3

8.0

8.0

6.4

6.1

5.8

5.0

4.7

4.7

4.7

5.0

4.4

3.8

3.6

3.3

3.1

3.1

4.1

3.8

3.1

2.6

2.4

2.6

2.6

2.2

2.2

140

22

8.3

9.85

140

2.2

.11

605

5.8

4.1

3.8

3.3

3.1

2.8

4.1

13

6.1

3.6

2.8

2.4

2.4

2.8

2.6

2.4

2.2

2.0

1.8

1.6

1.2

1.0

.70

.70

.70

.50

.70

.90

1.0

1.0

 

81.10

2.70

13

.50

.03

161

MAT YR 1963: TOTAL 11,469.90 MEAN 31. t
WHITE RIVER BASIN

7-0735. Piney Pork at Evening Shade, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

*

5

6

7 

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MEAN

MAX 

MIN 

CFSM 

IN.

OCT.

1.4

1.0

.40

.40

.40

.20 

.10

.10

C

0

0

0

0

0

0

0

0

0

0

0

0

.10

0

0

0

0

.20

1.8

1.4

.50

.10

.26

l.a

0 

.003 

.003

NOV.

0

0

.40

.50

.90

.2

.2 

.2

.2

.2

.90

.90

.50

.50

.90

1.2

1.2

2.8

3.1

3.6

3.8

563

218

41

29

22

18

16

14

12

_____

960.20

0 

.32

DEC.

11

12

11

10

9.6

8.6

a. 6 

a. 6

9.3

9.3

14

39

28

23

15

17

16

15

ID

15

11

a.o

a. 3

12

12

13

13

14

12

10

a.o

13.3

.13

JAN.

11

12

12

11

10

10

9.3 

9.6

12

11

10

9.3

8.0

7.3

8.3

9.3

a. 3

8.6

11

9.6

9.3

8.3

a. 3

9.6

10

8.6

8.3

7.3

7.0

7.0

7.3

9.31

.09

FEB.

T.3

7.0

6.4

6.4

18

129

62 

46

40

38

33

30

53

57

54

64

51

49

50

44

39

37

34

33

34

31

23

27

25

 

_____

39.2

.40

MAR.

24

23

24

86

67

45

38 

755

7,050

3,070

552

371

279

231

174

138

117

102

103

159

110

94

85

79

88

77

6a

64

65

56

53

4.64

APR.

51

49

64

309

1,760

666

250

192

153

128

131

210

140

113

102

92

85

ai

75

71

67

64

65

60

55

72

63

55

51

 

1.89

MAY

49

46

45

41

33

36

34

33

48

398

131

86

71

61

53

43

43

33

36

34

32

30

36

37

23

26

27

24

23

24

54.6

.55

JUNE

21

19

3

3

3

8

5

13

12

12

12

12

11

10

15

43

24

15

12

11

10

9.6

3.6

3.0

7.3

7.3

7.0

6.7

6.7

_____

43 

.14

JULY

7.0

11

8.0

7.3

5.3

5.5

3.3

3.3

3.3

16

8.0

6.7

5.5

3.3

3.6

3.1

2.4

2.0

1.3

1.3

9.7

8.9

4.7

3.1

2.4

2.0

1.6

1.0

.40

.10

4.81

16 

.05

AUG.

.10

.40

1.0

1.4

2.3

3.3

5.5

5.5

5.2

5.3

6.4

6.4

8.0

23

13

4.1

2.8

2.6

2.2

2.8

5.0

5.3

3.3

2.3

7.3

11

3.6

6.1

4.7

3.3

23 

.06

SEPT.

3.3

3.1

2.6

2.2

2.2

2.0

2.2 

2.2

2.0

1.8

1.8

1.3

1.2

.90

.90

.90

3.3

5.5

5.5

5.5

9.6

10

12

14

15

15

122

38

13

10

_____

309.50

122 

.10

614

AC-FT 50,430

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3 

4 

5

6

7 

3 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

23 

29 

30 

31

MAX 

MIN 

CFSM 

IN.

3. 

8. 

7. 

6. 

5.

4. 

4.

5.

5. 

5. 

5. 

5.

5.

5.

5. 

5. 

5. 

5.

5.

5. 

6. 

6. 

6.

6. 

6. 

10 

6. 

4. 

3.

3.

.0

3.3 

3.1 

3.1 

3.1 

3.1

2.8 

3.3 

3.8 

3.6 

3.1

2.4 

2.0 

2.0 

2.0 

2.0

2.2 

3.1 

3.1 

33 

34

19 

13 

12 

11 

12

11 

10 

13 

19 

13

38 

2.0

.10

10 

9.6 

24 

39 

36

27 

24 

22 

21 

21

26 

28 

26 

21 

19

19 

19 

16 

16 

16

15 

14 

13 

13 

13

11

10 

9.3 

3.9 

8.9 

3.9

39 

3.9

.23

9.3 

17 

45 

26 

23

21 

19 

18 

536 

275

160 

113 

92 

74 

66

60 

51 

49 

5 

3

1 

0 

0 

82 

58

52 

46 

43 

42 

39 

36

536

9.3

.35

CAL YR 1964: OTAL 25,097.90 MEAN 63.6

36

32 

31

29

29

29 

27 

325

462 

433 

220 

162 

126

104 

90 

30 

72

62 

56 

52

47 

45

42

462 

27

1.19

229

220 

173 

162

154 

137

106

85 

87 

84 

73 

69

64 

63 

58 

52

48 

43 

47

50 

64

52 

290 

178 

119

392 

45

1.30

102

35 

73 

46

91 

38

06

54 

26 

08 

15 

178

130 

112 

99 

122

82

70

64 

64

56 

51

49

935 

49

1.92

MAX 7,050 MIN .10

47

42 

42 

33

37 

36

41

121 

85

70 

76

351 

132 

95 

498

223

126

104 

135

257

200 

149 

119

557 

34

1.87

JUNE

106

80 

73 

65

70 

65

56

125

56

92 

78

59 

48 

43 

41

34

36

42 

33

26 

24 

23

60.1 

157 

23

.68

JULY

22

22 

36 

31

23 

25

40

26 

24

17 

16

15 

14 

20 

17 

14

16

13

12 

14

32

13 

14 

12

21.1 

42 

12

.25

AUG.

12

9.6 

9.1 

3.7

11

82

13

12 

12

10 

9.6

9.1 

9.6 

9.6 

9.1 

9.1

7.8

9.6 

11 

12

11 

12 

14 

14 

14 

16

14.2 

82 

7.8

.16

SEPT.

130

9.1 

6.9 

6.0

6.0 

6.0 

5.2 

4.8 

5.2

597 

121

30 

35

79 

32 

25 

21 

19

20

962 

314 

214

162

126 

100 

B5 

32

234 

3,770 

4.8

2.64

CFSM .69 IN 9.43 AC-FT 49,780
WHITE RIVER BASIN

7-0740. Strawberry River near Poughkeepsle, Ark.

Location.--Lat 36°07' , long 91°27', In NW£ sec.19, T.17 N. , R 4 W. , on right bank at downstream 

side of bridge on State Highway 58, half a mile downstream from Hurricane Creek, 2j miles 

northeast of Poughkeepsie, and at mile 35.9.

Iralnage area. 476 sq ml.

Records available.--February 1936 to September 1965.

liase. Water-stage recorder. Datum of gage is 298.07 ft above mean sea level (Corps of Engineers 

bench mark). Prior to May 13, 1938, staff gage and May 13, to Dec. 10, 1938, wire-weight gage, 

at same site and datum.

Average discharge.--29 years, 508 cfs (367,800 acre-ft per year).

Extremes.--Maxlmums and mlnimums (discharge in cubic feet per second, gage height In feet)

Annual maximum discharge (*) and peak discharges above base (7,000 cfs), water y.ars 1961-65

Date

Apr. 1, 1961

May 7, 1961

Feb. 27, 1962

Time

0230

1600

0150

Discharge

8,580

* 25,200

8,18u

Gage 

height

15.93

22.24

14.78

Date

Apr. 11, 1962

May 27, 1963

Mar. 9, 1964

Time

0600

160J

1400

Discharge

* 10,500

* 8,180

* 31,900

Oage 

neight

16.40

14.77

24.22

Date

Apr. 5, 1964

Sept. 22, 196E

Time

_

0500

Discharge

12,800

* IP, 100

Gage 

neight

18.09

19.06

Annual minimum daily discharge, water year

Water year

1962

1963

Date

Oct. 20, 1961 

Sept. 26, 29-30, 1963

Discharge

48 

44

Water year

1965

Date

Aug. 29, 1965

Discharge

48

1936-65: Maximum discharge, 52,000 cfs Jan. 24, 1949 (gage height, 29.30 ft), from rating 

curve extended above 27,000 cfs on basis of slope-area measurement of peak flow; minimum 

observed, 31 cfs Oct. 4, 1938.

Remarks. Records good.

Cooperation. Records furnished by Corps of Engineers and reviewed by Geological Survey.

Revisions (water years). WSP 877: 1938. WSP 897: Drainage area. WSP 1211: 1938-39.

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

1

3 

4 

5

6

7

9 

10

11

13 

14

17

la

19

21 

22

24 

25

26 

27

26 

29 

30

TOI'iL 

HEAN 

MAX 

MIN 

CFSM 

IN. 

AC-Ff

74

70

88 

82

82

68

122 

101 

101

68 

83

82 

79

74 

71

84.4

67 

.18

.20 

5,190

71 

70

98

198 

153 

147

ilo

117 

L14

114

119

67 

.25

.28 

7,110

470

374

256 

234 

216

144

266

.56 

.64

io,330

teo

155

319 

282 

256

155

186

.39 

.45 

li,53C

135

213

196 

438 

770

452

.84 

.87 

22,160

1,710

610 

810 

810

1,280

3.30 

3.81 

96,720

1,190

,060

,010 

870 

79C

2.51

2.80 

71,070

15,1oO

Ue20

872

500 

455

425

940 

315

4.76 

5.51

139,800

JUNE

2":

262

281

243 

219

217

W

162 

173

148

136 

13C

127

11S 

Life 

111

111 

.42 

.46

11 ,800

JULY

108

57

90 

66

86 

87

96

96

86

66 

126

272 

156

160

16? 

121 

106

L14

66 

.24

7,040

AUG* 

<)2

87

89

64 

85

74 

75

73 

73

72

68

64

64

60 

62

67

70

64 

63 

66

73.5

102 

oB 

15 

.18 

.,,520

SEPT.

105

100 

81 

73

67 

64

73 

62

59 

59

61

62

57

57 

56

 >6 

55

54

5>

52

 53 

53 

53

1,«22 

106

11

.15

1,810

HAT YR ISol: TQTAl 230,209

MAX 6,520 MIN 58 

MAX 15,900 MIN 52

Cl-SM .70 IN 9.48 AC-FT iiQ,b: 

CFSM 1,15 IN 15.64 AC-FT 3<=7,lt
WHITE RIVER BASIN

7-0^40. Strawberry River near Poughkeepsle, Ark.--Continued

D[SCHAR6E, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

3 

4

5

6

7

9

1 

2

5

6 

B

9 

0

2

4 

5

6 

7

9

c

1

TO AL

MA 

MIN 

CFSM 

IN.

OCT.

53

55

53 

53

52

52 

51

50

49 

50

51

48

E

51

61 

63

1,616

48 

.11 

.13

NOV.

68

102

6B 

63

58

57 

56

58

76

62 

58

56 

.24

_DE,

94

86

96 

9C

528

552 

535

382

312

500 

42-i

»:

169

86 

.65

JAN.

160

148

217 

212

190

175 

165

421

810

341

146

.99

FEB.

320

281

228 

215

232

234 

219

198

226

 

1.86

F

MAR.

1,613

1,030

650 

575

540

558 

558

455

355

2.303

1.63

1.67

APR.

1,46C

S5C

670

610

558

540

7.80C 

2.53C

1,140

830

2.22

MAY

3,670

I, ICO

610 

540

470

380 

341

282

241

133

1.02 

1.18

JUNF

133

180

11 

14

19

17 

10

98

85

89

14<i

.33

JULY

145

J04

92

8=>

81

el

eo

73

3 "5 

71

7f 

6=

X 

61 

62

58 

.17 

,2C

AUG.

65

71

64

62

55

55 

52

51

51

K

£

5f 

1C5

50 

.1? 

.14

SEPT.

°8

67

67 

64

85

67 

"

K3

154

116

P5 

7u

Tt

82

62

.24 

.27

WAT YP 1962: TOTAL 136,803

n«v

i

i 

i 

i 

i

16

20

21 

22

24

26 

27 

28

29

MIN 

CFSM 

IN.

399 

229

114

92 

86 

85

80 

78 

206 

149 

137

383

130

130 

122

100

92 

90 

87 

111

147 

4,493

78 

.35

124 

117

105

151 

133 

124

116 

110 

105

102

102

98

95 

91

89

89 

87

90

"ffi

87 

.25

89 

87

132

114 

110 

107

101 

100 

101 

101

101

97

10 

O8

03

03 

03

94

87 

.28

236 

198

168

158 

153 

150

138 

129 

124 

122

121

113

108 

10B

108 

111

106

.33

99 

101

94

89

92

85 

84 

83 

81

80 

80 

81 

81 

80

78

83

84 

81

 

.19

MAR.

179 

229

3,680 

1,240

455 

395

990 

650 

505 

440

5C5 

2,440 

1,010 

730 

575

301

288 

262

224

1.63

198 

186

161

15C 

144

138 

135 

134 

129 

12fl

127 

127

124 

121

113 

115

117

.32

1C6 

101

106

92 

89

88 

85 

81 

80

79

76 

75

68 

72

68

3,030 

7,040

830

1.33

JUNE

352 

311

190

150 

140

136 

146 

136 

165 

147

481 

876

250 

412

184

150 

138

125

.56

122

11T

11"

111

54

8ft

81 

79 

86 

129

32 

83

6° 

66

90

113

110 

93 

83 

85

3,964

.31

173

138 

122

86

68 

62

6C 

60 

61 

59 

58

56

55 

57

55

52

53 

52 

52 

94

2,363 

76.2

.18

SfPT.

83 

65

52

69 

64

6!

53 

5B 

54 

*4

53

53

52

6C

48

47

44 

45 

45 

44

.11 

.13

IN 5.86 AC-FT 148.900
WHITE RIVER BASIN

7-0740. Strawberry River near Poughkeepsle, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

2 

3 

4

7 

8

11

14 

15

16 

17

18

19 

20

21 

22

23 

24

29 

31

MIN 

CFSN 

IN.

43

42 

42

40

40 

41 

42

46 

47

46 

45

44 

43

44 

44

.09 

.10

47

52 

52

46

7 

9

7

1 

7

65 

1,900

395

121

.47 

.53

DEC.

90

84 

85

147 

132

111 

107

104 

104

122 

111

100 

93

.23 

.27

93

86 

86

B6 

86

86 

84

80 

80

80

72

.18 

.21

69

198

630

410

330 

265

222

208

:-::

.64

MAR.

405

272

985

670 

790

552

410

5.71

1,500

1,850

650

440 

381

344

_!L'

2.06

218

1,010

358 

281

199

289

188

154

.78

119

110

105 

102

105 

177

105

85

78 

76

_!'

.26

67

62

82 

135

81

77 

74

64

89

73 

72

61

61 

.19

AUG.

56

53

59 

56

129

141 

95 

82

74

81 

73

86 

149

114 

81

53 

.19

56

56

56 

53

52

56 

6" 

70

69

86 

70

70 

660

180

52 

.23

DAY

1 

1

15

18

21

27 

28 

29

31

TOTAL 

MEAN 

MAX 

MIN

IN.

OCT.

98 

86

77 

74

72 

69

68

82

111

.17

NOV.

64 

64

64 

68

68

67

193

349 

.25

DEC.

130

375 

222

180

188

106

.46 

11,680

JAN.

230

270

1,680

273

1.16

FEB.

205

178

2,980

_____

1.48

MAR.

2,520

324

3,340

1.88

APR.

1,120

1,200

314

2.42

MAY

274

256

1,780

640

2,540 

1.78

JUNE

429

254

218

188

203 

284

137

840 

.71

JULY

132

223

90 

93

87 

86

88 

78

80 

104

223 

78

.30

AUG.

82 

80

170 

84

64 

61

60 

61

56 

54

53

49 

88

295 

48

.21

SEPT.

223 

142

94

B4 

80

71

B40

199 

176

268 

9,450

1,500 

950

710 

399

9,720 

71

2.46
WHITE RIVER BASIN

7-0745. White River at Newport, Ark.

Location. Lat 35°36'20", long 91"17"20", in tffi£ sec.10, T.ll N., R.3 W., on right bank on downstream side of pier of bridge on U.S. Highway 67 at Newport, 7.2 miles downstream from Black 

River and at mile 257.6.

Drainage area. 19,812 sq mi.

Records available. September 1927 to September 1931 (published as "near Newport"), October 1937 

to September 1965. Gage-height records collected at present site since 1885 are contained in 

reports of U.S. Weather Bureau.

gage. Water-stage recorder. Datum of gage is 194.09 ft above mean sea level, datum of 1929. 

September 1927 to September 1931, staff gage at site 2.8 miles downstream at datum 2.30 ft 

lower and Oct. 1, 1937, to Aug. 14, 1953, at present site and datum.

Average discharge.--32 years, 22,390 cfs (16,210,000 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following table:

Hater 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

May 9, 1961 

Feb. 28, 1962 

May 28, 1963 

Mar. 13, 1964 

Apr. 5, 1965

Discharge

(Of 3)

130,000 

56,000 

33,400 

99,000 

50,900

Gage height 

[feet )

30.16 

20.82 

b 13.42 

27.46 

c 19.75

Minimum observed

Date

Nov. 9, 1960 

Oct. 17, 1961 

Sept. 25, 1363 

Jan. 22, 1364 

Oct . 21, Nov. 4, 1964

Discharge 

(cfs)

5,380 

5,800 

4,400 

4,120 

4,440

Cage height 

(feet)

0.74 

a 1.07 

.0

.3

a Occurred Aug. 29, 1962. 

b Occurred May 29, 1963. 

c Occurred Apr. 7, 1965.

1927-31, 1937-65: Maximum discharge, 343,000 cfs Apr. 17, 1945; maximum gage height observed, 

35.9 ft Apr. 18, 1945; minimum discharge, 2,870 cfs Sept. 27-30, 1954.

Maximum stage known, 35.9 ft Apr. 18, 1945. Flood of Apr. 16, 1927, reached a stage of 

35.6 ft, from records of U.S. Weather Bureau.

Remarks.--Records good. Some regulation by Norfork Reservoir since 1943, Clearwater Reservoir since 

1948, Bull Shoals Reservoir since July 24, 1951, Table Rock Reservoir since Sept. 9, 1956, and 

Beaver Reservoir since Dec. 26, 1963 (see elsewhere in this report). Records of chemical 

analyses and water temperatures for the water year 1961 are published in reports of the Geological 

Survey.

Cooperation. Records furnished by Corps of Engineers and reviewed by Geological Survey. 

Revisions.--WSP 927: Drainage area.

DISCHARGE* IN CUBIC FEET PER SECQNDt WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

4 

5

6

7

9

12 

13

17 

18

23 

24

26 

28

MIN

7,240

6,760 

6,920

7,400 

7.080

7,080

6,7oO

7,400

6,760 

6,440

6,120 

5,800

5,520

7,240

6,440 

6,120

6,280

9,100

7,740

6,600 

7,400

8,250

5,520

8,420

8.08C 

7.740

20,530

17,200

13,400 

13,000

12,300

7,740

10,600

10,100 

It, 300

13,000

12,800

13,200 

12,700

13,200

10,100

11,800

12,800 

13,000

14,400

11,500

2C.200 

20,000

17,400

1C, 300

22,100

20.0CO 

20,000

41,700

42,400

43,300 

42,400

39,900

20,000

63,600

61,000 

58,200

51,900

50,900

44,600 

43,300

38,600

29,600

27,000

30,400 

47,400

107,000

82,000

61.800 

61,400

56,000

27,000

41,300

37,800 

35,200

31,900

31,200

29,400 

29,900

31,400

29,400

33,600

33,000 

33,000

28,900

30.600

31.700 

32,200

32,200

28.600

29,900

28,400 

28,200

28,200

16,300

8,080 

9,100

0,100

8,080

10,100

8,420 

8,420

7,080

6.440

7,240

7,570 

7,570

7,240 

7,570

231.810 

6,440

ed in thousands
WHITE RIVER BASIN

7-0745. White River at Newport, Ark. --Continued

DAY 

1

3 

4 

5

6 

7 

8

9 

10

1* 

15

31

MAX 

MIN 

AC- FT

OCT.

8,060 

8,420

6,600

7,400

8,420 

5,800

NOV.

7,080 

7,080

6 .6CO

12, BOO

DEC.

9,100

17,200

27,700

JAN.

14,600

37,600

40,200

FEB.

30,100

54,900

MAR.

49,200

42,800

54,000

APR.

41, 100

47,300

MAY

36,700

13,000

36,700

JUNE

10,300

12,500

JULY

 

13,000

11,300

8,760 

7,240

14,900

AUG.

r

10,500

10,600

9,610 

10,800

11,800

SEPT.

8,930 

7,910

13,000

9,950

13.4OO

M Expressed In thousands.

DISCHARGE, IN CU8IC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3

4 

5

6

7

9

11 

12

14 

17

19

20

21

24

26 

27

2B

31

MIN

10,100

10,800

11,800

12,300

10,100

9,610

B.590

7,400

5.800

9,950 10,600 10,800 19,400 7,240 8,930 13.900 9.100

10,800

6,440

8,887

SEPT.

6,440 

5,240

4,960

5,100

6,280 

4,820

6,280

6.206

WAT YR 1963: TOTAL 3,912,010 MEAN 10,720 MAX 31,800 MIN 4,680 AC-FT 7,759,000

M Expressed in thousands.
WHITE RIVER BASIN

7-0745. White River at Newport, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1564

1

2

4

5

6 

7

9

11 

12

14

15

18 

19

22

24 

25

26 

27 

28 

29

31

MAX

4,540

5,240

5.800

5.1UO

5,660 

5,660

4,680

8,930

S,t><30 

1,610

9,610 

4,960

4,680

5,360

4,320

9,700

5,380

S.59C

6,760 

4,825

6,280

5,660

5,520

,540 

,240

4,260

7,240

7,573

6,120

8,930

81,100

56,600

17,800

24,f.OC

35.3CO

43,900

31,200

18,500

13.8CC

1°,6CO

13,300

10,500 

10,800

1C, 100

9,280

7, arc

7,800

«,Ulj

C.2PO

12,300 

IC.^Or

i^.^or

6.C4C

6.36C

5,891 

6,840

R,28?

"'I'"

11* "*C 

ll,a"r

ll.scr

;:,' ;

8, 2"0

5,290

6,12"

S.lJfi

12,5(10

461,4'JG

CAL. YR 1963: TOTAL 3,701,290 MEAN 10,140 MAX 31,

M Expressed in thousands.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1364 TO SEPTEMBER

1

4 

5

6

8 

9 

10

1

2 

3 

4

5 

6

7 

8

0

1 

2 

3 

4

5 

26

28

30 

31

HIN 

AC-FT

11,500

9,110 

8,600 

8,280

7,480

7,320 

7,320 

7.4BO

7,320 

6,360 

5,590

6,840 

5,740

4,720

4,580 

5,290 

5,590

5,440 

5,140

4,720 

5,590

4.580 

406.200

4,580 

5,740 

5,890

5,140 

5,000 

4,720

4,720 

5,590 

5,440

5,140

12,400

11,200

10,600 

8,750

7, BOO

10,601)

4,580 

411,100

DEC.

16,100

11,200

10,500 

10,300

11,100 

12,700 

12,600

9.620

9,790

9,280 

7,360 

7,480

7, COO

b,u40 

5,890

621,900

e.froo

9,450 

20,000 

29, COO

24,600 

22,400 

20,700

13,300

12,500

12,700 

12,200 

1 1 , 300

11,000

11,300 

11,900

822,900

FEB.

7,800

7,800 

7,460 

22,400

28,200 

39,105 

35,700

23,800

20,200

18,900 

17,900 

16,800

19,000

14,800

1.050N

MAR.

23, SCO

18.7CO 

18,100 

18,100

16,900 

16,800 

16,500

14,400

15,400

15,200 

12,600 

11,200

15,400

13,100 

25,900

i:o69»

APR.

46,000

41,600 

38.SOO 

36,900

38,400 

33,100

30,300

27,000

23,800

27,500 

27,030 

26.30C

19,300

22.000

9,700

7, SCO 

7,403 

3,800

8.80C 

6,600 

1.2CC

5,300

7,300

9,000 

8,500 

7,200

7,700

C.100 

16,400

14, 3CO

10,300 

13.20P 

14,2Cr

14.2CO 

lb,3CO 

It ,800

17,000

14,200

12.5CC

10, BCD 

13,000

13,000

10,100

11,700

12.0CC 

13, MC

15,800 

13.4CO 

11. ICO

IL.'kO

B.dCO

= ,110

9,620 

12,Cl)0

12,500

13.00C 

8,440

14,400

li:l%7.32C 

7.32C

1C, in 

ii.coc

12,100

L4.00C

13,400 

°,830 

8,120

8,940

16,200 

6,200

6.2PO

H , ^BJ 

8,?RO

&,2or

5,590 

9.56C 

13, 10C

16,=if C 

I7,fi00

1(S,'XO

1^,100 

11,«!PQ

9,790

8,940 

19,500

34.I3CC

24.4PC

16,100

M Expressed in thousands.
WHITE RIVER BASIN

7-0750. Middle Fork Little Red River at Shirley, Ark.

Location. Lat 35°39', long 92°18', in SWt sec.20, T.12 N., R.12 W., on right bank half a mile 

downstream from Sugar Camp (or Wevers) Creek, 1 mile east of Shirley, and at mile 122.0.

Drainage area. 294 sq mi.

Records available. February 1939 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 483.12 ft above mean sea level, datum of 1929. 

 Prior to June 6, 1939, wire-weight gage at site 70 ft upstream at same datum. June 6, 1939,

to July 15, 1952, water-stage recorder on downstream side of pier of Missouri-Arkansas Railway

bridge 70 ft upstream at same datum.

Average discharge.--26 years, 470 ofs (340,300 acre-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (6,000 ofs), water years 1961-65

Date

Dee. 6 1960

Mar. 27 1961

May 6 1961

Time

1800

0800

1030

0100

0930

Discharge

6,420

6,740

7,800

6,740

12,200

* 35,100

Cage

height

13.70

13.90

14.46

13.94

16.75

23.45

Date

Feb. 26, 1962

Mar. 17, 1963

Mar. 10, 1964

Apr. 5, 1964

Time

0900

0200

1500

1700

Discharge

* 11,100

* 5,460

* 43,700

19,900

Gage

height

16.31

13.10

25.01

19.67

Date

May 11, 1964

Jan. 9, 1965

Feb. 10, 1965

Mar. 29, 1965

Sept. 22, 1965

Time

1300

1100

1430

Discharge

15,000

* 7,980

Gage 

height

18.02

Annual minimum daily discharge , water years 1961-65

Water year

1961 

1962 

1963

Date

Oct. 4, 13, 1960 

Oct. 21-22, 1961 

Sept. 15-30, 1963

Discharge

8.9 

2.6

0

Water year

1964

1965

Date

Many days 

Aug. 30, 1965

Discharge

0 

3.9

1939-65: Maximum discharge, 101,000 cfs Jan. 24, 1949 (gage height, 28.3 ft, in gage well; 

about 3'1 ft on wire-weight gage, from stage-relation curve), from rating curve extended above 

60,000 cfs by logarithmic plotting; no flow at times.

Maximum stage known, that of Jan. 24, 1949.

Mote.--Maximum gage heights published prior to 1949 water year were referred to wire-weight

Remarks. Records good.

Cooperation.--Records furnished by Corps of Engineer)

DISCHARGE, IN CUBIC FEET PER SECOND, MATER

>s and reviewed by Geological Survey.

YEAR OCTOBER 1960 TO SEPTEMBER 1561

DAY

1 

2

4

7 

B

10 

11

2 

3

5 

6

8 

9

0

1 

2

4 

5

6

7

8 

5 

0

MAX

MIN

IN. 

AC- FT

OCT.

15 

14

B.I

11 

15

11

9.8

9.8 

8.9

67 

55

38 

36

36

34 

34

32 

29

29 

27

26 

25 

26

8.9

.10

NOV.

26 

29

27

26 

26

116

98

82 

72

64 

221

168 

125

98

B4

67 

64

56 

52

26

.29

50 

46

42

2,680 

It 140

645 

4,290

1,830 

1.060

586

462

295

217 

19^

107 

100

85 

84

42

2.53

107 

105

105

197 

214

180

146

159 

279

186

130

89 

82

65 

63

61

.53

61 

65

78

80

378

273 

243

2.360

2.140

765 

622

_____

61

2.27

1.190 

915

645

3,640

3,480

1,26G 

965

940

2,730

840 

B65

1,390 

1,220

645

7.20

6.680

1.260

645

U420

94C 

965

645

41"

288 

258

22B

154 

138

6,680 

138

4.02

368 

645

4.260

5,100

645

422 

332

225

582

765 

542

410

225 

192

18,500 

162

7.62

138 

118

93

133

143

94

78 

72

5<5

44

40

34 

30

25

19 

17

156 

17

.29

15 

14

13

19

16

13 

16

315 

400

211

80

63 

52

217 

214

267

315

203

4,078

434 

[3

.52

105

80

74

53

34

28 

25

27 

25

21 

19

19

19 

18

19

10

16

14 

15

1,100

105 

14

.14

41 

62

39

23

15

18 

24

44 

78

48 

40

34

31 

27

21

19

15

13 

12 

11

901

78 

11

.11

CFSM 1.89
WHITE RIVER BASIN

7-0750. Middle Fork Little Red River at Shirley, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2 

3 

4

S

6

7 

8 

9 

10

11

12 

13 

14

IS 

16

18 

19 

20

22 

23

25 

26

28

30 

31

TOTAL

MAX

MIN

IN.

11

9.4 

10 

8.9

8.0 

8.0

9.4 

10 

9.4 

8.9

7.3 

8.0 

6.9 

4,9

3.7 

3.7

4.3 

3.4 

2.9

2.6 

2.9

3.7 

3.7

2.9

4.3 

4.6

179.2

11 

2.6

.02

4.9

12 

46 

69

64 

52

48 

43 

39 

37

34 

34 

32

42

50 

52

487 

1,870

434 

308

194

133

4.9

.69

113

91

111

141 

123 

1,320 

2,300

1.290 

1,140 

840

815 

622

415

255

192

149 

130

91

1.99

102

128

264 

225 

170

150 

140 

140

506 

415

1,660

915

840

586 

506

102

2.12

329 

291

186 

178 

167

154 

138 

128

180 

175

178

1,290

2,380

 

120

2.85

855

326 

323 

313

442 

502 

438

191

310

1,030

1,290

880

805 

2,860

191

2.89

880

35R 

336 

323

1,500 

1.280 

830

309 

266 

235

183

151

556

494

136

2.06

805

323

201 

162 

134

113 

96 

82

49 

45 

41

34

29 

26

21 

11

18 

17

17

.84

19

42 

31

25

21 

20 

22

21 

19 

17

12 

12 

11

9.9

8.5

9.0 

22

14 

14

14

8.5

.07 

1,140

12

14 

18

15 

12

30 

23 

17 

L5

14 

13 

11

42

26 

23

20

18 

19

29

21 

18

19 

17

9.0

.08 

1.220

44

188 

128

83 

62

36

2S 

25

21 

18 

15

11

9.9 

10 

9.9

10

10

9.5 

8.5

7.3 

7.3

14 

16

188 

7.3

.13 

2,010

19

18 

17

15 

22

22 

23 

25

61 

46 

35 

31

L27 

171

88 

64 

45

2<3 

?6

23 

21

20 

18

15

171 

15

.15 

2,420

WAT YR 1962: TOTAL 109.886.5 MAX 7,900 MIN 2.6 CFSM 1.02 IN 13.90 AC-FT 218.000

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3 

4 

5

6

7 

8 

9 

10

11 

12

13 

14 

15

16 

17 

18 

19

21

23 

24 

25

26 

27 

28 

29 

30 

31

TOTAL 

MEAN 

MAX 

MIN 

CFSM 

IN.

22 

122 

122

46 

86

241

126

103 

89 

93 

105

199 

183 

158 

139

132

120 

105 

91

82 

74 

69

105 

145

3.526 

114 

241 

22

.39

CAL YR 1962: T 

MAT YR 1963: T

147 

128 

115

86 

91

143

116 

103 

93 

86

B2 

76 

74 

71

66

61 

57 

55

54 

53 

51

49

87.6 

147

49 

.30

48 

51

61 

67

65

56 

54 

51 

50

49 

48 

47 

46

54

80 

84 

82

77 

74 

73

252 

264

74.7 

264 

46 

.25

HAL 96.972.4 

1TAL 43,892.10

229 

178

143 

152

13 B

114 

101 

85 

80

72 

68 

65 

65

59

54 

44 

43

39 

34 

34

34 

33

94.1

33 

.32

1EAN 266 

1EAN 120

34

36 

38

39

45 

45 

45 

43

41 

39 

38 

37

37

35 

35 

36

3B 

39 

45

 

38. 9

34

MAX 

MAX

MAR.

415

1,030 

704

438

1.220 

807 

584 

478

1,020 

3,440 

1,400 

1.030

584

391 

328 

290

252 

218 

194

154 

141

696

141

f.900 

i.440

APR.

128

89 

83

76

67 

62 

59 

55

54 

54 

51 

49 

48

44

40 

39 

43

40 

43 

47

52

65.2

39

UN 7.3 

UN 0

HAY

48

85

76 

73

68

43 

3B 

34 

35

30 

28 

24 

22 

19

IB

16 

14 

15

46 

1,510 

912

296 

204

144

14

CFSM 

CFSM

JUNE

152

62

51 

44 

38 

33

176 

10<» 

75 

62

130 

448 

283 

186 

138

107 

87 

72 

59 

48

42 

37 

33 

28 

24

105 

448 

24

90 IN 

41 IN

JULY

22

13 

11

.6 

.0 

.3

.5 

.5 

.7 

.0

.6 

.8 

.5 

.5 

.4

.6 

.2 

.2 

.1 

.8

.8 

.8 

.2 

.4 

.4 

.4

7.06 

22 

2.8

12.27 

5.55

AUG.

4.8 

4.6 

4.6

4.0

3.4 

3.0 

2.4

2.0 

1.8

1.4 

1.3 

1.1 

1.0

.90 

.BO 

,70 

.90 

2.5

1.9 

1.4 

1.0

.80 

.70

.60 

.80 

1.3 

.80 

.60 

.40

1.86 

4.8 

.40

114

C-FT 192 

C-FT 87

SEPT.

,30 

.30 

.20

.30

.20 

.30 

.30 

.30 

.30

.20 

.10 

.10 

0

C 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

.11

.30 

0

6.7

300 

060
WHITE RIVER BASIN

 

1

2 

3 

4

5

5

r

8 

9 

10

11 

12

13 

It15

16 

17 

18 

15

20

21 

22 

23 

24

25

26 

27 

28 

29 

30 

3L

TOTAL 

MEAN 

MAX 

MIN 

CFSM 

IN. 

AC- FT

0 

J

0 

0

0 

0

0 

3 

0 

0

0

0 

0

a

0

c

0 

0

o

0 

0

I) 

0 

0 

0

h

o 

0

0 

0

0 

0

0

"-(

0 

0 

0 

0 

0

0

0

c

0 

0

0 

0 

0 

0 

0

0 

0 

0

2,460 

2,040 

54 

29

19 

14 

11

193

0 

.68

)V50. Mic

68 

49

41 

40 

38 

39

62

126

66

58

58 

68 

83 

S3 

76

94. 5

38 

.32

die Fork

BIC FEET

63

56

54

51

50

39

39

43

44

41

40

47.8

.16

Little

37

1,100 

700

403 

320

273

171

143

126

 

314

1.07

Red Rive

126

193

1,570

8,860 

2,600

456

4=2

582

546

336 

296

1,671

5.65

r at Shi

4,590

1,810 

1,150

680 

564

393

251

240

248

251 

680

406

1,044

3.55

rley, AT

218

1*1 

129

326 

9,200

78 C

355

188

112

108

93 

83

56 

51

619

2.10

k.-- Continued

JUNE JULY

37

34 

32

29 

25

17 

15

18

15

12 

11 

1C 

9.2

7.9 

6.7

4.7 

4.4

21.0 

4B

4.4

.07

4.7

3.8

2.6

2.0 

2.0 

2.8 

3.5

3.0 5.1" 

3.8

2.8 

2.0

1.8 

1.6

.90

.80 

L.O 

L.4 

1.4 

1.4

1.1 

1.1

.70 

.60

.60

2.25 

6.7

.008

.60

.20 

.20

.10 

.1C 

0 

0

5.2 

2.8 

1.4

3.7

9.2

8.7

7.1

6.7 

5 

4 

0 

6

0 

1 5

108 

101 

92

28.5 

169 

C 

.10

68

34 

28

20 

16 

14 

13

12 

9.6 

8.3

7.1 

6.3

6.7

30

32

29 

55 

81 

72 

58

48 

705

492 

333

104 

740 

6. 3 

.35

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1<>65

1

3

5

6 

7 

8 

9

11 

12

14 

15

17

18

20 

21

22 

23

25

26 

27

28

30 

31

TOTAL

MAX 

MIN 

CFSM 

IN.

237

137

81

68 

55 

48 

41

28

30 

31

20 

19

17

17

18

13

237 

13 

.16 

.18

_-S

13

12

12 

15 

17 

23

28

284

200

130

1,110 

12 

.61 

.68

255

262

620

448 

328 

268

220

183

87 

84

78 

56

815 

56 

.77 

.89

JAN.

285

216

188 

169 

158 

4,500

416

264

356 

166

18,048

59 

1.98 

2.28

110

B7

84 

84 

82 

2,250

560

226

L88

82 

2.59

2.69

-

1,290

680 

640 

580 

512

382

236

226

508 

4,390

216 

2.81 

3.23

3, CSC

1,160 

1,120 

°28 

928

882

560

504

226

183

ISO 

172 

156 

132

114 

2.41 

2.69

103

82

68 

68 

66 

90

1,190

226

114

84

110 

502 

612 

905 

580 

408

66 

1.08 

1.24

304

94 

58

17 

40 

50 

12

75

452

1C1

294

166 

119

85 

68 

58

 

58 

.80 

.89

53

148 

135

137

96 

72 

75

63

66 

52

32

32

32 

30 

127 

43 

31

2,643

25

.20 

.33

23

16 

15

11 

18 

16 

14

11

8.5 

7.7

13

6.7

6.1 

5.7 

5.7 

5.2 

3.9

, ,

3.9 

.04 

.04

20

38 

36

25 

22 

19 

16

18

14

11

10

8.5

1,830

448

297 

216 

158 

124

103

300

8.5 

1.02 

1.14
WHITE RIVER BASIN

7-0753. South Fork Little Red River at Clinton, Ark.

Location.--35°35'29", long 92°27'20", In SW£ sec.14, T.ll N. , R.14 W., near right bank on upstream 

side of bridge on U.S. Highway 65 at Clinton, a quarter of a mile upstream from Archey Fork 

and at mile 23.7.

Drainage area. 145 sq ml.

Records available. October 1961 to September 1965.

aage.--Wire-weight gage read twice dally. Datum of gage Is 481.11 ft above mean sea level, datum 

of 1929.

Extremes. Maximum and minimum discharges for the water years 1962-65 are contained In the following table:

Annual maximum discharge (*), peak discharges above base (5,OOO ofs), and annual minimum discharge

year

1962

1363

1964

1965

Date

Feb. Z& 1962

Mar. 17 1963

Mar. 9 1964

May 11 1964

Mar. £9 1965

Max inn

Time

O700

0700

1600

1100

1700

an

Discharge 

(cfs)

* 10 40O

* 1 56O

* 18 900

7 140

* 4 720

Gage height 

(feet)

16.19

1O.50

24. OO

16.40

14.39

Mln

Date

Aug. 25, 1962

Many days

do.

Nov. 16, 1964

Lmum

Discharge 

(efs)

4.3

O

0

.20

Gage height 

(feet)

_

-

-

"

1961-65: Maximum discharge, 18,900 cfs Mar. 9, 1964 (gage height, 24.00 ft), from rating 

curve extended above 4,000 cfs by logarithmic plotting; no flow at times.

Remarks.--Records fair prior to July 1, 1964, and poor thereafter.

Cooperation.--Records furnished by Corps of Engineers and reviewed by Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2 

3

5 

6

8 

9

10

LI 

12 

13

15

16 

17 

18 

19

20 

21

23 

25 

26

28 

29 

30

MEAN 

MAX 

MIN

IN.

OCT.

7 

6

5

3 

2

1

10

9.6 

9.1 

8.7 

8.2 

7.8

7.4 

6.9 

6.5 

6.1

5.8 

5.7

1:1 5.6 

5.1

4.8

4.3 

4.6 

4.6 

5.9

263.3

8.49 

17 

4.6

.07

NUV.

5.9 

5.6 

15

18 

19

17

15

14 

14 

12 

13 

16

20 

28 

33

30

27 

24

1.130 

610 

372

311

19& 

170 

139

1,130 

5.6

.97

OEC.

128 

113

117

1,100 

670 

474 

358 

284

232 

386 

489 

400

330

204 

185

16C

131 

113 

112

1,670

80

2.69

JAN.

76 

63

166

206

122

108 

122 

370 

780

489 

414

350

690 

537

590

537 

444 

386

1,420 

65

3.10

FEB.

272 

242

158

133

106 

95 

90 

87 

73

90 

88 

177

1,280 

1,570

8,140

1,340

8,140 

73

4.81

MAR.

780 

630

292

228

333 

282 

263 

240 

222

212

206 

181

400 

1,130

1,280

830 

730 

1,110

1,520 

160

4.18

955 

590

304

242

212 

216 

190 

173 

158

144 

130 

122

90 

80

68

70 

63 

183

955 

63

1.65

400 

306

97

78

48 

44 

35 

31 

29

27 

23 

21

17

15 

16 

15

14

11 

14 

17

400 

11

*.&

16 

16

14

12

12

13 

13 

11 

11 

11

10 

9.3 

7.9

9.3

8.4 

6.8

99

133

45 

28 

24

133 

6.8

.18

22 

21

15 

13

11

9.5

20 

15 

12 

9.5 

9.8

24 

17 

19 

18

14

11 

26 

106

59

24 

21 

19

106 

9.5

.IT

66 

240 

187

108 

57

32 

28

23 

21 

19 

17 

15

14 

13 

13 

11

10 

9.8

6.

5. 

4.

6.

6. 

5.

8.

24 

4.

2 30

18 

21 

19

21 

24

26 

67

124

80 

56 

38 

25

82

144 

108 

78 

52

33 

28

21 

19 

18

17

15 

14 

15

41.5 

144 

14

.32
284 WHITE RIVER BASIN

7-0753. South Pork Little Red River at Clinton, Ark.--Continued

DISCHARGE. IN CUBIC FEET PER SECONOt WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1 

2

3 

4 

5

6

7 

8 

9 

10

11 

12 

13 

14 

15

17

18 

19

20

21 

22 

23

26 

27 

28 

29 

30 

31

MEAN

MIN 

CFSM 

IN.

OCT.

18 

21 

23 

22 

20

19 

110

121

70 

54 

39 

75 

179

254 

186 

172

212 

168 

1*5

97

88 

81 

90 

1-03 

128

123

18 

.85 

.98

NOV.

127

106 

96 

90

86 

93

98

92 

88 

83 

78 

74

68 

66 

60

56 

55

48 

55

53 

51

76.5 

48

49 

61 

92

90

84

74

70

60 

57

52 

BC 

78

75 

73

64

65

145 

142 

127

47

126 

21 

26

38

61

33

26

127 

121

92

84

75 

72

60 

60

55 

50 

50

50

45 

40 

40

35

35

41

34 

33

30 

28

28 

27

28 

32

i1::::

25

260 

228 

264

246 

225

186

740

391 

373

780 

544

308 

248

182

138 

106 

102

102

BB 

83 

79

75 

73

64

57

47 

44

41

39

37 

34

52

105 

101

32

70 

66 

85

84 

79

69

60

34 

31

28

24 

21 

19

16 

14 

12 

11 

12

22

201 

148 

123

11

CFSM

53 

45 

42

37 

33

26

47

24 

26

107

85 

70 

52

41

36 

32 

30 

26

24

16 

15 

12

12

.54 IN

11 

9.8 

8.5 

7.6 

7.C

7.3 

9.8

5.1 

4.3

3.3

2.9 

4.1

3.3

2.° 

2.1 

1.5 

1.1

.90

.60 

.90 

1.5

l.C

.90

.60

.40 

2.5 

2.1

11

.30

1. 

1.

. 0

. 0

. 0 

. 0

0 

0

0

.10 

0 

0

0 

0 

0 

0 

.60

.30 

.30 

0 

0 

0

0 

0 

0 

0 

0 

0

.22 

1.4

0 

0

c 

c 

c

1.7

.90

.40 

.10 

C 

0 

0

0

c 

c

c

0 

0

c 

c

c 

c

0

c 

c 

r

c

.14 

1.3

0

.001 

8.5

7.39 AC-FT 57,130

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1 

2 

3 

4 

5

6 

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

IS 

20

21 

22 

23 

24 

25

26

n

if, 

29 

30 

31

TOTAL

MEAN 

MAX 

MIN 

CFSM 

IN. 

AC-FT

OCT.

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0

a

0 

0 

0

0 

0

c 

c

0

0 

0

0 

0

0 

0

0 

0 

0 

0 

0 

0 

0

NOV.

0 

0 

0 

0 

0

0 

0 

0

0

0 

0 

.10

.30 

.40

.60 

.60 

.1 

. 5

.6

.0 

69 

6S 

28 

14

11

9 

7 

6 

5

2,223.20 

74.1

699 

0 

.51

DEC.

35 

28 

24

IS 

17 

14

118 

154 

157 

132 

128

114 

99 

H9 

81 

69

57

51 

41

37 

34 

32 

32 

32

58.6 

157 

12 

.40

JAN.

34

32 

31

29 

29 

28

23 

23 

22

20

20 

20 

20 

20 

IB

1 

1 

14

14 

15

1

14

21.5

34 

13 

.15

FEB.

12 

13 

11

1,090 

428 

264

203

229 

246

235 

214 

194 

182 

172

151 

136 

110

89 

79

73

 

191 

1,090 

11 

1.31

MAR.

56 

65 

118

104 

97 

1,060

860

364 

323

2S5 

264 

220 

379 

480

289 

256

248

420 

333 

252

2C6

189

784 

10,501, 

56 

5.41

APR.

162 

182

1,380

1.B50 

1,360 

880

351

328 

296

276 

258

238 

220 

190

165 

231 

281

374 

97C 

532

320

519 

2,130 

162 

3.58

MAY

266 

235 

205

15 = 

140 

128

1,560

48C 

42C

351 

248 

157 

131 

114

69 

55 

60

51 

46 

42

37

342 

4,070 

35 

2.36

21,050

JUNE

31 

28 

26 

25

28 

26 

23

18

15 

13 

11

8.

7. 

7. 

7.

5. 

4.

2.

I.

.30 

C 

0 

0 

0

11.5 

31

0 

.08

.0,

JULY

0 

.40 

2.7 

2.0 

1.6

1.2 

.90 

.30 

.50 

.30

.20 

11 

8.6 

5.3 

4.3

2.2 

.80

0 

0

0

0 

0 

0 

3.9

8.3

1:1 6.0 

5.8

3.05 

11 

0

.cz

AUG.

4.3 

3.5 

2.° 

2.4 

1.6

1.1

.50 

0 

0 

0

0 

0 

0

a

3.3

7.7 

6.6 

5.P 

4. 3

3.1 

23 

26

20

25 

34 

31

30 

28

10.0 

34 

0 

.07

SEPT.

?3

?1 

17 

15 

13

12 

11

8.° 

8.3 

6.3

">.3 

4.0

ill 

1.5

1.4

14

2u 

15

25 

47 

45

 "5

32 

476 

46^ 

237 

123

53.5 

4f»9 

1.4 

.41
WHITE RIVER BASIN 285

7-0753. South Fork Little Red River at Clinton, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 15fr4 TU SEPTEMBER1=65

DAY

1 

2

3 

4

5

7 

8

9 

11

12 

13 

14

17 

LB 

19

21 

22

24 

25

26 

27

2B 

29 

30

MAX 

MIN 

CFSM 

IN. 

AC- FT

93 

76

42

34 

27 

27

11 

9.2 

8.2

4.4 

5.9 

5.3

3.8 

3.4

2.6 

2.3

2.0 

1.7 

12 

13 

11

1.7 

.13 

.15

9.2 

6.2

6.3

6.7 

9.B 

9.8

2.1 

1.7

1.0

7.4 

50 

481

520

286

214 

176

156 

145 

245 

258 

236

.20 

.87 

.97

225

328 

205

248 

2u3

1*1 

147 

138

68

44

28

26 

1.11 

1.28

55 

55

520

295 

248 

184

117

27 

2.56 

2.95

55 

51

1,120

355 

3C7 

258

49 

3.39 

3.53

MAR

2.05C

460 

419

218

218

186 

178 

172

108 

3.51 

4.C5

940 

720

376

343

255 

214 

192

70

2.68 

2.9<3

55 

5? 

49

1,240

488

222 

182 

166

SB 

= 1

4T 

2. 1C 

2.42

127 

P5 

77

74

117

334 

40 

92

24

86 

77

31 

1.13 

1.26

32 

? =

16

35

ec

6.7 

5.1 

36

33

5.1 

.2ft 

.33

2C

16 

11

11

5.0

2.C 

5.6 

5.6

11 

10 

18

1 = 

1 =

47

4C

.IN

.H

132

52

4r

40

1C 

14

16

l"=

^

Ifl 

^3

 =2 

l.b'r

174

117

r l

5<5

,P7
WHITE RIVER BASIN

7-0755. South Fork Little Red River near Clinton, Ark.

Location. Lat 35°34', long 92°23', in HE^ sec.29, T.ll N., R.13 W., on left bank if miles downstream from Pedee Creek, 4-j miles southeast of Clinton, 6 miles downstream from Archey Fork, 

and at mile 17.5.

Drainage area. 316 sq mi.

Records available.--February 1939 to December 1961 (discontinued). Monthly discharge only for February 1939, published in WSP 1311.

Gage. Water-stage recorder. Datum of gage is 430.02 ft above mean sea level, datum of 1929 (levels 

TJy Corps of Engineers). Prior to July 14, 1939, staff gage at same site and datum.

Average discharge. 22 years, 582 cfs (421,400 acre-ft per year).

Extremes. Maxlmums and minimums (discharge in cubic feet per second, gagp in feet).

Annual maximum discharge (*) and peak discharges above base (7,000 cfs), October 1960 to December 1961

Dec. 11, I960 

Mar. 12, 1961

0600 

2100

8,400 

9,200

Oage

height

12.47 

13.03

Apr. 1, 1961 

May 6, 1961

0100 

1100

13,000 

* 20,200

Oage

height

14.92 

18.13

Oage

height

Annual minimum dally discharge, October 1960 to December 1961

Water year

1961

Date

Oct. 12-13, 1960

Dlscnarge

3.7

Water year

1962

Date

Oct. 28, 1961

Discharge

13

1939-61: Maximum discharge, 59,500 cfs Aug. 13, 1957 (gage height. 28.16 ft): no flow at 

times.

Maximum stage known prior to beginning of record, 25.2 ft, date unknown, from information by 

local resident.

Remarks. Records good.

Cooperation. Records furnished by Corps of Engineers and reviewed by Geological Survey.

Revisions (water years). WSP 1087: 1939. WSP 1511: 1943(M), 1949.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

1

2

4 

5

6

7

9

12 

13

15 

16

ia

19

20

22

25 

26

27 

28 

29 

30 

31

MAX 

KIN 

CFSM 

IN.

6.0 

5.8

5.0 

4.4

4.2 

4.2

5.0

3.7

3.7

7. A 

7.6

6

B

7

3

4

4 

3 

3 

5 

6

18 

3.7

.04

13

97 

78

434

184 

148

108

B2

77 

76 

71

.36

63

60

57 

109

2,040 

1,220

61C

235

14B 

140 

138

145

3.20

194

200

200 

204

187 

178

168

L08

85 

81

72

.56

75

81 

78

204 

210

176

1,790

1,120

2.21

898

710 

1,500

3,850 

4,780

1,200

1,830

2.880 

5,930

7.69

3,080

1,440 

1,150

1,300 

1,180

810

379

192

3.95

536

6,100 

15,500

965

411

1.080

370 

212

7.67

152

123 

130

590

197

80 

72

57

41

.62

27

23 

21

27

1,250

154

368

376

3l«J

143 

8,38,

21 

.99

101

82 

74

50

55

110

95 

85 

65

60

40 

40

35

30

40 

95

25

.23

60

55 

45

3«

36

262

166 

128

102

71

55 

51

42

35 

34

34 

.25

MAT YR 1961: TOTAL 235,873.3 MAX 15,500 KIN 3.7 CFSM 2.05 IN 27.76 AC-FT 467,800
WHITE RIVER BASIN 

7-0755. South Fork Little Red River near Clinton, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, OCTOBER TO DECEMBER 1Q61

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

26

29

3U

31

MEAN

MAX

 UN

CFSN

IN.

AC-FT

33

31

31

30

28

27

26

24

23

22

20

20

19

IB

17

16

15

15

15

15

14

14

14

14

14

14

14

13

14

14

15

19.3

33

13

.06

.07

15

17

31

44

55

51

48

44

41

39

37

36

36

37

41

49

7&

84

82

75

71

2,080

3,410

1,180

770

572

457

367

310

259

347

3,410

15

1.10

1.22

220

194

172

166

214

253

224

207

I, 540

2,«>8G

1.59C

1,380

1,030

830

690

690

1.22G

l.OoO

898

71C

610

536

482

411

356

322

304

274

238

212

190

655

2,680

166

2.07

2.39

 

 
WHITE RIVER BASIN

7-0759. Greers Perry Reservoir near Heber Springs, Ark.

Location -Lat 35"31'15", long 91°51'42", in SE£ sec.6, T.10 N. , R.9 W. , on Sta^e Highway 25 at

 ftreers Ferry Dam on Little Red River, 2| miles northeast of Heber Springs, 5j miles upstream from 

Canoe Creek, and at mile 79.0.

Drainage area. 1,146 sq mi.

Records available. November 1961 to September 1965.

page Water-stage recorder. Datum of gage is at mean sea level, datum of 1929 (levels by Corps of 

'^Engineers). Prior to Mar. 16, 1963, staff gage at same site and datum.

Extremes. Maximums and minimums (contents in acre-feet, elevation in feet) for the water years

 ^2-65 are contained in the following table:

Water 

year

1962 

1963 

1964 

1965

Maximum

Date

Sept. 30, 1962 

June 25-27, 1963 

May 28, 1964 

Apr. 12, 1965

Contents

s. 525,500 

889,500 

1,716,000 

1,867,000

Elevation

399.76 

421.02 

454.64 

459.61

Minimum

Date

May 9, 1964 

Sept. 20, 1965

Contents

1,589,000 

1,538,000

Elevation

450.23 

448.39

a Maximum for period November 1961 to September 1962.

1961-65: Maximum contents, 1,867,000 acre-ft Apr. 12, 1965; minimum, since initial filling 

to bottom of power pool level, 1,538,000 acre-ft Sept. 20, 1965.

Cooperation. Records furnished by Corps of Engineers.

Capacity table, November 1961 to September 1965 (elevation, in feet, and ntents, in tho of acre-feet)

278

280

284

0.16

.31

.76

1.40

2.27

296 3.51

300 5.18

310 10.90

320 19.68

330 33.12

340

350

360

370

390

54.2O 

88.99 

142.9 

213.2 

4O0.2

410 686.0

430 1,079

450 1,583

460 1,879

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 240O HOURS, NOVEMBER 1961 TO SEPTEMBER 1962

DAY

l

2

3

4

5

6 

7 

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

MIN

t El

* Cf

OCT.

evation,

ange in c

NOV.

_

-

_

_

~

1

_

-

.

-

-

_

-

_

-

-

_

-

.22

.88

7.55

2.20

1.13

.80

.67

.56

.47

.48

281.7

+.26

-

-

in feet,

ontents.

DEC.

.52

.53

.54

.55

.56

.58 

.59 

.60

3.59

8.72

5.00

3.14

2.04

1.40

1.20

1.36

2.38

2.20

1.74

1.40

1.18

1.02

.86

.76

.69

.63

.56

.55

.53

.45 

.34

280.3

-.14

8.72

.34

at end ol

in thousc

JAN.

.34

.91

1.94

2.22

2.44

3.00 

3.90 

4.26

4.30

4.22

3.51

2.86

2.38

3.03

9.27

15.3

17.2

17.6

17.3

16.3

15.2

21.8

32.8

39.0

4,1.8

43.7

45.9

47.5

47.3

46.6 

45.0

336.2

+44.66

47.5

.34

' month.

mds of a

PEE.

42.6

40.8

40.2

37.5

35.0

34.7 

35.2 

35.7

35.9

36.1

36.1

36.1

35.9

35.7

36.1

37.5

38.7

40.8

43.9

46.1

48.2

50.1

58.2

70.6

80.2

121.8

166.0

185.6

------

______

366.3

+140.6

185.6

34.7

; re-feet.

MAR.

191.5

194.4

195.1

194.4

192.9

186.4 

184.2

184.9

189.3

193.7

198.1

202.6

206.3

209.4

212.4

214.7

217.0

219.4

224.8

235.2

243.3

250.0

255.0

267.0

28O.1

286.4

293.7

301.1

310.5

329.9

383.4

+144.3

329.9

184.2

APR.

344.0

352.2

356.4

363.8

369.2

376.7 

378.9

381.1

385.6

392.3

399.0

403.7

406.0

410.7

414.2

416.6

418.6

419.4

419.7

321.0

422.3

423.4

425.3

426.1

427.1

428.3

437.8

447.4

454.4

394.48

+124.5

454.4

344.0

MAY

465.8

475.6

481.6

485.7

489.0

493.7 

495.2

496.5

497.9

498.5

498.9

499.2

499.3

499.5

499.5

499.5

499.5

499.5

499.5

498.9

498.8

4-98.7

498.5

498.4

498.3

498.1

498.0

497.9

497.7 

497.6

397.76

+43.2

499.5

465.8

JUNE

497.5

497.5

97.5

97.5

97.5

97.5 

497.3

498.1

498.7

498.5

498.4

498.3

498.1

498.0

497.9

497.7

497.6

497.5

497.5

497.3

497.1

496.9

497.2

498.1

498.0

497.9

497.7

497.6

497.5

397.75

-.1

498.7

496.9

JULY

497.5

497.5

497.5

497.5

497.5

497.2 

497.1

496.9

496.8

496.7

496.5

496.4

496.2

496.1

496.4

497.9

498.1

498 .O

497.7

497.5

497.2

497.1

502.5

505.1

504.9

5O4.8

506.2

506.5

506.3 

506.2

398.38

+8.7

506.5

496.1

AUG.

508.6

509.3

510.9

512.1

512.1

513.0 

513.5

513.3

512.8

512.6

512.5

512.3

512.1

511.9

511.8

511.5

511.2

510.8

510.4

510 .O

509.7

509.3

509.0

508.7

508.3

5O7.9

507.2

506.5

5O8.6 

510.2

398.67

+4.0

513.5

506.5

SEPT.

511.8

512.1

512.1

512.1

512.1

512.3 

513.0

513.5

514.2

514.9

514.9

514.9

515.7

517.6

520.7

523.0

524.4

524.6

523.9

523.4

524.2

524.6

524.6

524.6

524.6

524.6

524.6

524.6

525.5

399.76

+15.3

525.5

511.8
WHITE RIVER BASIN 

7-0759. Greers Perry Reservoir near Heber Springs, Ark.--Continued

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30 

31

(t)

(*)

MAX

MIN

OCT.

526.0

526.0

526.4

527.4

528.4

529.6

531.5

532.5

533.2

634.4

535.9

537.2

537.6

539.5

543.5

547.8

551.5

552.2

552.2

556.2

558.1

558.1

560.3

562.0

562.6

563.7

564.4

565.6

566 .8 

568.3'

568 .6

402.70

+43.1

568.6

526.0

NOV.

569.4

571.4

572.9

573.2

573.8

574.5

575.4

576.2

577.7

578.9

579.6

580.5

581.5

582.0

582.9

583.8

584.0

584.1

585.2

585.6

585.6

585.6

585.6

587.6

588.4

588.4

588.4

588. 4 

588.4

588.4

404.00

+19.8

588.4

569.4

DEC.

588.4

588.4

589.3

591.1

592.6

593.9

594.3

594.5

594.8

595.1

595.4

595.7

596.0

596.8

597.4

597.7

598.0

598.3

598.8

599.1

599.4

599.7

600.0

600.3

600.8

601.1

601.4

602.9

604.9 

605.5

609.8

405.40

+21.4

609. B

588.4

JAN.

610.6

611.3

612.1

615.6

618.2

619.3

620.3

621.0

622.0

623.6

624.1

625.3

626.0

626.3

627.3

628.8

629.3

629.6

630.0

630.3

630.6

631.0

631.3

631.6

632.0

632.3

632.5

632.5 

632 . 6

632.8

633.0

406.84

+23.2

633.0

610.6

FEB.

633.0

633.1

633.8

634.3

635.3

635.7

636.0

636.2

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

636.3

637.0

407.08

+4.0

637.0

633.0

MAR.

639.5

642.0

649.0

654.9

665.5

671.2

673.5

676.2

683.4

689.6

703.3

718.3

725.0

726.8

736.6

750.4

772.0

783.8

792.2

798.4

802.2

805.9

809.2

811.6

814.2

815.9

817.6

818.9 

820 . 3

821.6

417.58

+185.5

822.5

639.5

APR.

823.1

824.1

825.2

825.4

826.1

826.9

827.3

827.8

828.0

828.2

828.6

829.0

829.0

829.4

828.8

829.9

830.1

830.3

831.0

830.6

83C.8

831.4

831.2

832.2

83E.4

832.6

833.4

834.1 

834 .5

834.9

418.23

+12.4

834.9

823.1

MAY

835.1

835.1

835.1

836.3

837.6

838.0

838.2

838.2

838.4

838.8

838.8

839.0

838.6

838.4

838.2

838.2

838.2

837.6

837.6

836.8

836.3

B35.7

835.5

834.5

835.1

841.5

852.7

861.0 

864.7

866.7

419.95

+33.3

868.2

834.5

JUNE

869.0

869.2

869.2

870.7

872.9

873.1

872.9

872.5

872.5

873.3

874.9

875.5

875.5

875.9

875.9

881.1

882.9

883.9

885.1

887.7

888.7

889.1

889.3

889.3

889.5

889.5

889.5

889.3 

889 .1

889.1

421.00

+20.9

889.5

869.0

JULY

888.7

888.5

888.1

887.5

887.3

886.9

886.3

885.7

885.5

884.9

884.1

884.9

885.1

884.9

884.5

884.1

883.9

883.3

883.1

882.7

881.7

881.7

881.3

881.1

880.5

880.1

879.7

879.3

879.7 

879.7

420.53

-9.4

888.7

879.3

AUG.

879.3

879.1

878.5

877.9

877.5

877.1

876.7

876.1

875.5

874.7

874.3

874.3

873.3

872.3

871.5

8170.7

870.2

869.4

870.5

869.2

868.6

868.4

868.4

868.8

868.0

867.4

867.4

867.6 

866 . 7

866.3 

865.5

419.81

-14.2

879.3

865.5

SEPT.

864.9

864.3

864.5

864.5

864.9

864.1

865.3

864.9

864.7

864.1

864.5

863.7

863.0

862.2

861.6

861.2

861.2

861.0

860.8

860.2

859.7

859.3

858.3

858.1

857.5

857.1

856.6

856.9 

856.0

855.6

419.30

-9.9

864.9

855.6

CALENDAR YEAR 1962.................... * +609.5

WATER YEAR 1962-63.................... * +330.1

t Elevationj in f eet j at end of month.

t Change In contents, In thousands of acre-feet.

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15 

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

MIN

OCT.

854.8

854.2

853.6

853.3

852.7

852.3

852.3

851.5

851.1

850.5

850.3

849.9

849.9

849.9

849.9

849.9

849.9

849.8

849.6

849.4

849.0

848.8

848.2

848.2

848.2

848.2

847.9

847.1

846.7

846.1

418.81

-9.5

854.8

846.1

NOV.

845.9

845.3

845.2

844.8

846.1

845.7

845.2

845.3

845.0

845.0

844.8

844.6

844.0

843.6

843.2 

842.4

843.0

842.3

842.1

842.6

843.6

865.9

877.7

880.7

882.1

883.3

883.9

884.7

884.7

884.5

420.77

+38.4

884.7

842.1

DEC.

884.7

884.7

885.1

885.1

884.9

884.7

884.9

885.1

884.1

886.1

888.7

890.3

892.4

893.4

894.4 

895.0

895.6

896.0

896.4

896.8

896.6

897.8

897.8

897.6

898.0

898.4

898.8

899.0

899.2

899.6

900.0

421.55

+15.5

900.0

884.1

JAN.

900.0

899.8

900.6

900.6

900.8

901.0

901.2

901.8

902.0

901.8

903.0

903.6

903.0

902.8

902.8 

903.4

903.0

902.8

903.8

903.2

903.0

903.2

903.0

904.0

903.4

903.4

903.6

902.8

902.8

902.8

903.0

421.70

+3.0

904.0

899.8

FEB.

902.8

902.4

902.0

902.8

908.0

920.4

926.6

931.0

933.8

936.4

938.2

941.0

943.8

946.6

950.7 

953.0

955.3

959 .2

961.3

963.4

964.5

966.0

967.1

967.7

969.2

970.0

970.7

972.0

972.4

-----

425.10

+69.4

972.4

902.0

MAR.

973.0

974.5

976.0

982.4

984.6

987.1

989.9

1,011

1,185

1,249

1,268

1,280

1,288

1,295

1,304

1,306

1,309

1,314

1,319

1,322

1,326

1,328

1,332

1,337

1,341

1,345

1,347

1,349

1,351

1,352

441.41

+379.6

1,352

973.0

APR.

1,353

1,354

1,360

1,389

1,443

1,474

1,488

1,496

1,503

1,508

1,512

1,517

1,523

1,527

1,533

1,536

1,539

1,541

1,544

1,546

1,547

1,552

1,556

1,560

1,564

1,571

1,578

1,582

1,586

450.09

+234

1,586

1,353

MAY

1,588

1,591

1,592

1,594

1,595

1,595

1,593

1,591

1,590

1,595

1,664

1,684

1,692

1,698

1,705

1,708

1,709

1,710

1,712

1,713

1,713

1,713

1,714

1,714

1,714

1,715

1,714

1,714

3,714

1,713

454.54

+127

1,715

1,588

JUNE

1,714

1,713

1,713

1,713

1,715

1,714

1,714

1,714

1,712

1,709

1,706

1,705

1,705

1,704

1,703

1,706

1,705

1,705

1,704

1,704

1,703

1,703

1,702

1,697

1,693

1,693

1,692

1,691

1,691

453.79

-22.0

1,715

1,691

JULY

1,691

1,689

1,689

1,689

1,688

1,682

1,678

1,678

1,677

1,674

1,679

1,678

1,676

1,675

1,673

1,669

1,668

1,667

1,663

1,657

1,654

1,649

1,645

1,644

1,647

1,646

1,643

1,640

1,637

1,634

451.81

-57.0

1,691

1,634

AUG.

1,633

1,632

1,627

1,621

1,615

1,606

1,601

1,601

1,600

1,596

1,599

1,598

1,596

1,596

1,598

1,598

1,598

1,597

1,597

1,597

1,603

1,603

1,603

1,603

1,607

1,606

1,607

1,608

1,608 

1,608

450.90

-26. 0

1,633

1,596

SEPT.

1,606

1,605

I", 605

1,605

1,604

1,604

1,604

1,604

1,603

1,602

1,603

1,601

1,600

1,600

1,600

1,605

1,604

1,605

1,605

1,607

1,608

1,605

1,605

1,605

1,605

1,629

1,635

1,638

1,638

451.98

+30.0

1,638

1,599

CALENDAR YEAR 1963.................... * +290.2

WATER YEAR 1963-64.................... * +782.4

t Elevatlo 

* Change i

eet, at end of month.

nts, in thousands of acre-fe
WHITE RIVER BASIN

7-0759. Greers Ferry Reservoir near Heber Springs, Ark. Continued

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2 

3 

4

6 

7

8 

9 

10

11 

12 

13

15

16 

17 

18 

19 

20

22

24

26 

27 

28

29 

30

in

MIN

OCT.

1,639

1,634

1,629 

1,628

1,628 

1,625 

1,623

1,622

1,622 

1,621 

1,622 

1,620

1,620

1,618

1,616

1,614 

1,612 

1,611 

1,610 

1,610

450 . 95

-28.0

1,610

NOV.

1,605

1,604

1,604 

1,603

1,602 

1,601 

1,600

1,600

1,600 

1,600 

1,602 

1,627 

1,634

1,638

1,641

1,642 

1,648 

1,653 

1,657 

1,657

452.63

+47.0

1,600

DEC.

1,671

1,679

1,683 

1,685

1,688 

1,693 

1,695

1,696

1,696 

1,693 

1,689 

1,690 

1,691

1,690

1,690

1,690 

1,690 

1,688 

1,685 

1,683

1,682

453.48 

+25.0

1,659

JAN.

1^684

1,681

1,732 

1,751

1,759 

1,765 

1,768

1,772

1,772 

1,775 

1,772 

1,769 

1,765

1,758

1,766

1,759 

1,754 

1,757 

1,756

1,752

455.76 

+68.0

1,681

FEB.

1,735

1,729

1,749 

1,773

1,803 

1,825 

1,836

1,844

1,843 

1,840 

1,839 

1,838 

1,835

1,830

1,821

1,807 

1,808 

1,811

457.79 

+61.0

1,721

MAR.

1,835

1,837

1,832 

1,829

1,826 

1,822 

1,823

1,821

1,816 

1,812 

1,807 

1,799 

1, 797

1,790

1,778

1,766 

1,770 

1,773 

1,816 

1,826

1,828

458 . 34 

+17.0

1,766

APR.

,860

,860

,851 

,857

,864 

,862 

,857

,848

,846 

,848 

,851 

,848 

,844

,838

,834

,834 

,832 

,828 

,826 

,825

4 8.27 

-3.0

,824

MAY

,823

,820

,825

,838

,843 

,845 

,845

,847

,850 

,847 

,844 

,843 

,840

,838

,836

,837 

,839 

,845 

,850 

,854

4 9.23 

30.0

,818

JUNE

,831

,831

,823 

,821

,819 

,820 

,824

,827

,826

,824 

,820 

,821 

,821

,810

,806

,805 

,805 

,800 

,796 

,790

457.10 

-65.0

1,790

JULY

1,782

1,773

1,754 

1,751

1,750 

1,743 

1,735

1,725

1,719 

1,718 

1,718 

1,712 

1,706

1,691

1,684

1,677 

1,674 

1,671 

1,669 

1,665

452.87 

-126

1,664

AUG.

1,648

1,638

1,638 

1,634 

1,631

1,626 

1,620

1,614

1,608

1,603 

1,598 

1,595 

1,592

1,588

1,588

1,585

1,572 

1,569 

1,569 

1,568

1,563

449.33

-100

1,563

SEPT.

1,564 

1,564

1,564

1,556 

1,554 

1,558

1,562 

1,561 

1,557

1,547

1,543 

1,540 

1,540 

1,540 

1,539

1,614

1,631

1,635 

1,633 

1,631 

1,631 

1,631

451.73 

+67.0

1,539

CALENDAR YEAR 1964.................... * +782

MATES YEAR 1964-65.................... * -7.C

t Elevation, In feet, at end of month"!
WHITE RIVER BASIN

7-0760. Little Red River near Heber Springs, Ark.

Location.-Lat 35°31'02", long 91-59'55". in Jffii sec.7, T.10 H. , R 9 W. , on.right bank 1,600 ft 

 downstream from Greers Ferry Dam, 3 miles northeast of town of Heber oprings, and at mile 78.8.

Drainage area. 1,146 sq mi.

Records available. September 1927 to September 1965. Monthly discharge only for some periods, published in WSP 1311.

Gage.-Water-stage recorder. Datum of gage is 261.78 ft above mean sea level.datum of 1929. Prior 

^o Dec. 15, 1938, staff gage at site 2i miles upstream at datum 8.97 ft higher Dec 15, 1938, 

to Sept. 30, 1960, water-stage recorder at site if miles upstream at datum 10.03 It mgher.

Average discharge. 38 years, 1,769 cfs (1,281,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961

1962

1963

1964

1965

Maximum

Date

May 7, 1961

Dec. 10, 1961

Jan. 11, 1963

Apr. 2, 1964

Sept. 14, 1965

Discharge 

(<=fs)

66,000

8,000

273

7,350

8,940

Gage height 

(feet)

40.00

16.20

5.44

15.54

16.84

Minimum daily

Date

(a)

Oct. 27-29, 1961

Feb. 19, 1963

h(c)

Discharge 

(cfs)

34

13

80

0

Gage height 

(feet)

-

-

-

-

~

"b Oct. 31, No 

c Oct. 31, No

2-4, 6, 1963. 

1, 7, 1964.

1927-65 Maximum discharge, 117,000 cfs Jan. 25, 1949 (gage height, 46.53 ft in gage well and 

46.9 ft from outside gage, site and datum then in use); no flow at times in some years.

Maximum state known, that of Jan. 25, 1949. Flood in April 1927 reached a stage of 44.0 ft, 

original site and datum (discharge, 78,900 cfs).

Remarks . Records fair. Flow completely regulated since Mar. 30, 1962, by Greers Ferry Reservoir 

(see station 7-0759). Some regulation Oct. 1, 1960, to Feb. 28, 1962, by construction of Greers 

Ferry Dam. A fish hatchery diverts about 10 cfs from Greers Ferry Reservoir and returns an equal 

amount below station. Records of chemical analyses for the water years 1961-65 are published in 

reports of the Geological Survey.

Cooperation. --Records furnished by Corps of Engineers and reviewed by Geological Survey.

Revisions (water years). --WSP 857: 1928, 1933, 1935. WSP 927: Drainage area. WSP 1211: 1930. 

WSP 1391: 1941.

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1O61

1

2 

3 

4 

5

6 

7 

8 

9 

10

LI 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24

26 

27 

28 

29 

30 

31

MEAN 

MAX 

WIN 

CFSH 

IN. 

AC-FT

41

48

38

54

58 

59 

77

85

80

68 

62

52

50 

50 

53

52.8 

85

.05 

.05 

3,250

46

34

289 

1,1.10

81U

450 

381

258 

235

.32 

.36

203

810

500 

515

2.17 

2.50

550

365

.65 

.74

6,010

2.29 

2.38

6.680

6,340

6.84 

7.88

1,380

700

4.17 

4.65

CAL YR I960: TOTAL 547,571 MEAN 1,496 MAX 40,000 MIN 10 

WAT YR 1961! TOTAL 842.129 HfcAN 2,307 MAX 54,600 MIN 34

2,920

840 

728

6.57 

7.58

480

840

230

135

135 

.47 

.53

CFSM 1.31 IN 

CFSM 2.02 IN

86

91

70

333

755 

645

4'6 

.41 

.48

333

283

143

124

109

82

76

85

76 

.16 

.18

1°G

L68 

145

108

f5 

90

114

185

166

104

82

73

61

61 

.10 

.11

6,920

17.85 AC-FT 1,C86,10C 

27.45 AC-FT 1,670,000
WHITE RIVER BASIN

1

2

3 

4 

5

6

7 

8 

9 

10

11

12 

13 

14 

15

16 

17 

18 

11 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

MAX 

WIN 

CFSM 

IN.

50 

48

32

28

24

19

18

13 

13

21

13 

.03 

.03

7-0760. Little Red River near Heber Springs, Ark.

19

88

185

528

14 

.66 

.73

485

1,910

630

393 

1.88 

2.17

455

2,310

2,830

340 

1.41 

1.63

2,350

728

675 

1.34

3.57C

87

700

1,500 

219

87 

I. 10 

1.27

222

238

292

298

^02

302

92 

02

.21 

.23

81

79

74

74

73

73

73 

73

74

.08

--Continued

74

74

7° 

82 

82

82 

82 

82 

83 

83

86 

86

82

82 

81

86 

.08

81 

80 

80 

80 

79

76 

75 

75

76 

76 

55 

65

65

65 

65

5

5 

5

5

81 

.07

65 

65 

65 

65 

65

65

65 

65

65 

65 

65 

65 

65

65 

55

90

90 

90 

90

90 

.07

90 

90 

90 

00

00

90

00

90 

90 

92 

92 

92

92 

04 

36 

45

05

96

97

97

99

83.9 

.09

CAL VR 1961: TOTAL 842,563 CFSM 2.02 IN 27.46 AC-FT 1,671,000

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1O63

DAY

1

3

4 

5

6

7 

8

9 

10

12

15

16

18 

19

20

21 

22

24 

25

26 

27

2a

30

TOTAL 

MEAN 

MAX

CFSM 

IN.

1C1

97 

95

94 

94

95

95 

95

96 

96 

97

96 

97

97

97

99 

 37

101

.ce

.10

97 

97

97

95

95

95 

05

96 

97 

«7

97

07

99

99 

'37 

90

99

:§5

DEC.

91 

31

91

91

91

94 

94

95 

95 

96

95 

96

96

96 

go

49

.08 

.09

96

86

86 

86

87

87 

88

88 

91

96

95 

96

100

.08 

.09

96

97

80 

97

99

100

100 

100

1C4

.09

.09

MAR.

101

100

1C1

101

100

104

101 

37

110

.09 

.10

APR. 

96

95

95

96 

06

97 

39

99

.08 

.09

MAY 

97

97

96

96 

96

103 

103

103

.09 

.1C

JUNE 

99

97

92

100 

99

97

96

103

.0° 

.10

JULY

96

95

94

95 

04

85 

88

<?1

06

.08 

.09

AUG. 

92

95

95

05

06

95

06

96

95o?

.08 

.10

SEPT. 

°2

04

91

Q 6

101

104 

105

108

109 

102 

112 

112

100 

112

.09

.10
WHITE RIVER BASIN 293

7-0760. Little Red River near Heber Springs, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1°64

DAY

2 

3 

4 

<i

t>

8

10

11 

12

14 

15

16 

17 

18

20 

21

22 

23 

24 

25

27 

2B 

29 

30 

31

MEAN 

MAX 

MIN

IN.

OCT.

Ill 

111 

64 

1.2

.10

1.2

1.2

1.2 

1.2

.90 

.30

.90 

.60 

.60

.60 

.30

.30 

.30 

.30 

.10

.10 

.10 

.30 

.10

a

13.3 

112 

0

NOV.

0 

0 

0 

.10

0

3.2

.10

6.8 

20

22 

47

97 

97 

97

86 

80

92 

78 

78 

78

94 

96 

S4

*6

98 

0

DEC.

97 

97 

97 

97

97

97

101

02 

03

07 

07

07 

07 

07

07 

07

08 

09 

08 

07

07 

07 

07 

07

09 

96

JAN.

98 

102 

103 

102

9B

96

94

94 

94

106 

106

106 

106 

107

90 

103

103 

103 

123 

116

164 

164 

218 

230

230 

90 

.10

FEB.

212 

222 

228 

236

232

232

208

148 

68

21 

21

24 

26 

27

22

23

133 

232 

232 

1L2

21 

23 

26

236

21

MAR.

19 

23

100 

60

70

20

110

60 

20

60 

20

60 

50 

20

840 

570

20 

570 

570 

560

580 

180

230 

550

840 

19 

.19

112

APR.

519 

25 

23

16

16

143

84 

B8

B9 

8B

88 

86 

84

86 

86

88 

89 

89 

89

92 

11 

24 

26

550 

14 

.15 

.17

 UN 0 

4IN 0

MAY

38 

52 

115

383

2,240

27

29 

25

26 

29

29 

29

30

31

28 

28 

28 

28

27 

25 

24 

23

2,240 

22

.19

CFSM 

CFSM

JUNE

19 

IB

30

34

46

1,760

1,800 

73

48 

90

80 

35 

34

83

36 

116 

2,000

61 

48 

42 

429

2,000 

18

.33

.08 IN 

.23 IN

JULY

51

49 

49

2,290

61

1,130 

53

50 

49

471 

1,630 

66

2,700

2,240 

2,040 

53

45 

1,460 

1,270 

1,460 

1,450

3,030 

45 

.81 

.93

1.03 

3.08

AUG.

2.960 

2.B40 

3,670

3.4BO

59

1,650

473 

194

42 

47

46 

48 

48

64

47 

45 

45

407 

51 

44 

43 

44

646 

3,670 

42

.65

4C-FT 62 

&C-FT 187

SEPT.

49 

42 

42

42

40

44

42 

40

39 

41

43 

65 

24B

41

962 

42

41

62 

543 

530 

496

5,782 

193 

962 

39

.19

,500 

,600

1

2 

3

4

6

7 

8

10

11

12

14

17 

18

20 

21

25

28 

2S 

30 

31

MEAN

MIN 

CFSM 

IN.

720

347 

43

40

1,260

58

45 

1,270

914

53 

43

304 

409

55

401 

401

20

.41 

.48

660 

781

271

55

448

440 

305

255

.28 

.31

698

56

509

2,850

55

60 

1,270

.74

. 86

60

849

1,580

82

3,480

3.600 

2,120

1.59 

1.84

2,550

1.100

661

3,560

2,360

4.000 

87

2.24 

2.33

3,940

923

80

80

4,010

1,450 

4,030

4,560

3,300 

79

5,630

2.80 

3.23

2,240

6,210 

4,900

81

2,600 

2.750

265

2.110 

1.560

2.39 

2.67

476

968 

1.240

2.250 

80

1.520

1,520 

1,220

458

.96 

1.11

4,410

58 

3,560

87 

2,840

1,230

41 

35

35 

1.61 

1.79

75

40

2,730 

3,060

808

885 

55

3,000 

3,450

84 

55

3,640 

2,570

35

35 

1.89 

2.18

1,880 

2,250

1,840 

78 

48

2,540

2,190 

1,660

1,090 

47

1,170 

2,850

3,930 

1,150

1.010

24 

1.37 

1.58

46 

331

46

46

47 

1,660 

1.890

82

65 

47

1,150 

63

510 

87

54 

51 

51

56 

1.910

818

44 

.62 

.69
ARKANSAS RIVER BASIN

7-0768.5. Cypress Bayou near Beebe, Ark.

Location. Lat 35°01'30", long 91°52'23", in NE-p sec.32, T.5 N. , R.3 W., on downstream side of

bridge on State Highway 35, ij miles upstream from Mill Creek, 3 miles south of Beebe, and 4 miles 

upstream from Pigeon Roost Creek.

Drainage area. 166 sq mi.

Records available. Occasional low-flow measurements, water years 1954, 1956-57, 1959-61. October 

1961 to September 1965.

Gage. Water-stage recorder. Datum of gage is 194.54 ft above mean sea level, datum of 1929.

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (2,000 cfs), water years 1962-65

Date

Jan. 24, 1962

Feb. 28, 1962

Apr. 1, 1962

Sept. 11, 1962

Time

0200

1700

1100

1600

Discharge

2,560

* 6,640

2,720

2,920

Gage 

height

11.80

12.97

12.07

11.92

Date

Mar. 6, 1963

Mar. 10, 1964

Apr. 6, 1964

Time

1000

1400

1500

Discharge

* 2,860

* 11,300

5,610

IJage 

height

12.01

12.88

12.72

Date

Jan. 11, 1965

Feb. 12, 1965

Time

0100

1700

Discharge

* 5,410

4,040

Qage 

height

12.67

12.28

No flow for many days in each year.

19G1-65: Maximum discharge, 11,900 cfs Mar. 10, 1964 (gage height, 13.88 ft), from rating 

curve extended above 6,000 cfs; no flow at times.

Remarks. Records good.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR CCTOBER 1161 Tu SEPTEMBER 196?

1

*

5

6

7

8

5

10

12 

13

15

16

18

19

20

21

22

24 

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

MIN

CFSM

IN.

AC- FT

0 

0

0 

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

a

0

0

^

0

0

0 

0

0

a

0

0

0

0

0

0 

0

0 

0

0

0

0

0

0

c

0 

0

0

0

0

0

0

.10

2.6

J80 

2°0

131

48

24

16

13

1,066.70

35.6

3»0

0

.21

.24

2,120

10 

^.^

6.8 

6.2

6.3

b.O

7.7

8.2

113

752

1.16J

1,040

506

29J

950

1,240

1,260

1,030

656

110

82

72

69

66

53 

45

12,493.1

4j3

1,260

6.0

2.43

2.80

47

64

82

335

540

525

389

182

70

60

450

1.C80

1,000

717

354

214

407

,750

.280

,08C

91C

72R

480 

256

18,612

£00

2,430

47

3.62

4.17

Ib4

94

84

76

66

56

50

49

40 

36

36

237

bCO

594

450

27?

178

1.38J

1,950

2,610

5,750

 

_____

16.B12

600

5,790

32

3.62

3.77

4,220

1, 180

6°2

3-.0

186

122

1C 2

143

269

992

9t>0

253

137

66

74

72

331

628

468

1,140

1 ,37C

1,200

746

387 

1,420

21,898

706

4,220

72

4.26

4.° 1

3.31C

1,2=)C 

677

276

173

150

131

116

113

H6 

74

46

37

26

24

22

19

17

15 

16

16

17

21

73

156

9,273

309

3,310

15

1.86

2.08

113

153 

7°

37

22

16

13

11

R.4

5.* 

4.2

2.8

2.2

2.1

3.7

2.5

1.4

.90

.40 

.20

.20

.27

.I?

.1C

.10 

.10

553.80

19.2

153

.10

.12

.13

.Ifi

.?.1

.20

.20

3.6

4.1

^. c

1.9

?.2

l.-i

.5r

.30

1.6

3."i

*.9

1'

5.5

l.C

1.8

2.6

2.5

2.7

1.6

1.1

63.80

2.13

10

.10

.01

.Cl

.73

.20

.20

. 2f!

.20

. 2C

.1C

-1 '

1.4

33

:«

9.3

2.0

l.C

.5f.

.3f

*2C

.70

. 70

.3*

2 . C

-. 6

6.2

3.6

LR6.1C

6.00

76

.10

.C4

.04

*°°

2.1

L.5

,°0

.1,-

."]

.21;

. 20

.20

.2T

.!C

.lr

0

1

0

0

:

.10 

.10

.1.1

. If'

.10

J

.11

.4"

8. 10

.26

2.1

r

.00?

.DC 2

16

1* 

17f

H*« 

5^5

4^5

27f

79

3 ~i

5'

601

1.86C 

l,C2r

18?

375

nCP

745

274

86

3f

2f 

17

If

I "5

15

1"5

13

11.454

382

2,130

» 3

2.30

2."i7

22,720

MAT YR 1902: MAX 5,790
ARKANSAS RIVER BASIN

7-0768.5. Cypress Bayou near Beebe, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

*

5

7 

8

9

10

11

12

14

15

17

18

19

20

21

22

23

24

26

27

28

29 

30 

31

TOTAL

MAX

MIN 

IN.

11

9.1

7.7

6.9

6.0

4.8 

7.9

26

33

22

14

8.7

7.9

42 

37

30

25

57

252

350

232

43

29

23

19 

17. 

16

350

4.8 

.33

15

15

14

13

12

11 

10

18

67

50

30

17

15

12 

12

14

34

47

38

29

24

101

232

210

131

232

10

.30

94

69

62

166

380

33C 

160

96

74

58

46

30

26

31 

32

29

27

26

26

27

26

22

21

24

33 

193

420

2L 

.61

138

86

69

58

55

125 

122

89

72

61

52

36

29

20 

21

23

26

27

26

25

27

22

20

IB

15

12

138

12 

.33

11

15

22

22

24

22 

22

22

28

117

223

101

69

39 

3}

30

30

28

25

21

18

19

29

44

223

11 

.29

149

501

592

615

1,180

1,620 

1,110

702

380

484

982

1.240

827

621 

720

672

540

430

294

153

113

82

69

57

49

36

2,430

36 

4.18

30

26

22

19

17

114

194

137

76

46

31

18

16

12

11

10

9.3

U

9.8

8.7

1.9

7.9

10

16

128

45.2

300

7.2

158

69

36

25

1?0

276 

112

38

20

1

.5

.2

.2

.4 

.0

.4

.0

.8

.2

.0

.0

2.9

198

573

579 

149

100 

579

.90

32

16

10

7.2

5.5

3.2 

2.7

1.8

1.5

1.4

l.C

.90

.BO

2.° 

6.5

5.3

19

20

19

7.1

3.5

1.8

1.2

.9r

.60 

.50

6.04 

32

.50

.3C

.23

.20

.20

.20

.2D

.20

.20

.10

.10

.1C

.20

.20

12 

16

6.2

3.0

1.7

1.0

.80

.60

.40

.30

.20

,3 r 

.40 

.40

1.50 

16

.10

92

.30

.50

.50

.50

.20

.50

.4C

. 2f>

.20

.20

.20

.10

.10

.10 

0

0

0

0

0

0

0

0

0

0

0 

0

.15

.50

0

S.3

SFPT

C

c

r

3.f2?

12 

5. e

'.1

1.3

l.C

.60

.20

.20

I'O

.If .1'-

.10

.10

c

f

c

c

c

c

2 -ll

a

IE a

AC-FT 62,90

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3

4 

5

6

7 

8

9 

10

11

12

13

14

15

16

17

IB

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

MIN

IN.

AC-FT

0

G

0

0 

0

0

0 

0

0

0

0

0

0

0

Q

0

0

0

0

0

0

o

0

o

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

.30

33

204

135

43

15

8.3

4.i

3.1

14.9

204

0

.10

386

2.2

1.5

1.3

1.1 

1.0

.90

.80 

.81

.70

1.7

3.6

66

75

48

24

16

11

9.2

7.7

7.1

6,5

6. L

5.7

5.4

5. 1

4.B

5'. 2

9.4

13

12

11.4

75

.7C

.08

701

9.7

8.1

-b.l

7.8 

7.6

7.2

6.6 

5.9

5.5

5.5

5.8

5.5

5.3

4.3

4.0

3.8

4.2

5.2

5.1

4.9

4.8

4.7

4.4

4.2

3.8

3.4

3.1

3.0

2.9

3.1

5.28

9.7

2.9

.04

325

3.0

3.2

7.3

9.4

9.9 

128

368

87

55

39

54

2=17

398

382

322

218

158

144

111

78

5B

47

40

36

32

28

24

_____

127

398

3.0

.83

7,320

21

20

37

442

1,370

1,413

9,480

5,070

1,990

1,370

824

383

200

123

87

75

99

137

120

81

60

156

560

BOO

970

775

365

141

1,038

9,480

20

7.21

t>3,800

34

68

65

479

4,760

3,040

437

176

123

183

276

226

134

87

64

52

46

39

55

473

1,130

1,250

1,130

1,030

896

660

358

711

4,760

39

4.78

42,310

138

78

55

40

24

18

13 

74

394

405

214

72

31

19

14

11

8.7

7.0

5.

4.

3.

3.

2.

2.

L.

I.

1.

1.

1.

54.

40

1-

.38

3,3tO

l.l

1.0

1.0

.90

1.0

55

9.2 

4.4

2.1

1.3

.Bf

.7^

.50

.40

.70

.70

.60

.60

.50

.4C

.30

.10

0

0

0

0

0

111. 1C 

3.70

55

0

.02

220

0

C

n

0 

0

c

0 

0

c

0

c

0

n

3

0

f,

C

c

c

0

0

c

0

0

0

0

c

0

0

0

0

0

e

c

c

n

0

0

0 

0

0

0 

0

^

Q

0

0

0

c

(1

0

0

o

0

0

2

0

0

n

0

n

0

0

0

0

3

0

0

0

0

0

0

c

c

(

c

c

0

r 

c

c

c

0

c

0

c

.°0

.to

0

0

c

c

c

f

c

.40

5.6

03

213

105

5CR.50 

17.0

213

C 

.10

.11

l.MP

WAT YR 1904: TOTAL 60,461.4J
ARKANSAS RIVER BASH

7-0768.5. Cypress Bayou near- Beebe, Ark. Continued

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

I

3

5

6

7 

8 

9

1

3 

4 

5

7

9 

0

1 

2 

3

5 

6

8

0

TO AL

MA 

MIN

IN.

78

12

5.8

4.2 

3.1 

2.3 

1.9

1.2

.90 

.80 

.70

.40

.40 

.20

.20 

0 

0

0 

0

0

0

78 

0

.03

0

o

0

0 

0 

0 

0

0

0 

0

0

0

2.3 

97

285 

295 

164

^9 

22

23

58

0

.25

47

27

6J4

680 

680 

479 

201

548 

425 

203

84

54 

42

37 

38 

41

46 

42

31

22

21

1.30

21

33

168

99 

68 

56 

685

1.330 

944 

533

151

87 

78

72 

72

168

580 

475

158

90

21

3.76

61

43

30

28 

29 

32 

55

3,010 

1,780 

1,190

347

123

99

84 

70 

58

68 

90

168

 

28

3.13

228

324

722

542 

342

183 

123

81

111 

126 

105

134

445 

327

128 

84 

72

52 

81

123

874

2.13

1,290

498

405

249 

154 

123

95

62

32 

25

18

13 

11

9.9 

8.4 

7.0

5.5 

5.2

5.5

4.6

1.03

3.9

2.9

2.4

2.1 

2.0 

1.8 

1.7

308

99 

311

243

64 

36

24 

16 

12

7.0 

7.0

526

782

1.15

121

19

9.2

6.8 

5.6 

43 

87

18

75

60

24

9.2 

6.3

4.7 

7.6 

75

°9 

50

13

6.5

.24

6.6

14

= .7

8.9 

6.2 

4.7 

4.4

8.8

219

64

11

9.1 

7.0

5.1 

4.0 

2.9

2.8 

2.7

16

12

2.2

.20

4.0

1.6

.80

.60 

.50 

.60 

.60

.30

.20 

.20

0

0 

.20

.20 

.10 

0

0 

0

0

0

0

.003

c

0

0

c 

c

c

0

7.9

8.0

5.6

2.8 

1.9

1.7 

133 

854

960 

602

44

14

0

.90 

8,000

CAL YR 1964: TOTAt 66,717.40
WHITE RIVER BASIN

7-0770. White River at De Vails Bluff, Ark.

Location. Lat 34 8 47'25", long 91°26'45" (revised), in SEir sec.17, T.2 N. , R.4 W. , near center of 

span on downstream side of pier of bridge on U.S. Highway 70, 1 mile northeast of De Vails 

Bluff, 7.5 miles downstream from Wattensaw Bayou, 24.1 miles upstream from Cache River, and at 

mile 125.3.

Drainage area. 23,431 sq mi.

Records available.--October 1927 to September 1945 (large portion of floodflow above station overflowed into Cache River and was not included in the records), October 1949 to September 1965. 

Monthly discharge only for some periods, published in WSP 1311.

Gage.--Water-stage recorder. Datum of gage is 152.93 ft above mean sea level, datum of 1929. Prior 

to Dec. 22, 1933, staff gage at same site and datum.

Average discharge.--16 years (1949-65), 25,550 cfs (18,500,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

May 15-16, 1961 

Mar. 5, 1962 

Mar. 14, 1963 

Mar. 20, 1964 

Feb. 15, 1965

Discharge 

(cfs)

126,000 

58,100 

31,200 

71,700 

46,200

Gage height 

(feet)

27.40 

22.38 

17.83 

23.66 

2O.86

Minimum dally

Date

Nov. 1, 1960 

Oct. 20, 1961 

Sept. 28, 1963 

Jan. 27-28, 1964 

Nov. 13-14, 1964

Discharge 

(cfs)

6,390 

6,280 

5,950 

5,200 

5,860

Gage height 

(feet)

1

1949-65: Maximum discharge, 154,000 cfs Jan. 19-22, 1950; maximum gage height, 28.42 ft 

Jan. 20, 21, 1950; minimum discharge, 3,230 cfs Sept. 29 to Oct. 1, Oct. 29, 1954.

Maximum stage known, 34.6 ft Apr. 23, 1927. Flood of Feb. 3, 1949, reached a stage of 31.35 

ft (discharge, 220,000 cfs, by current-meter measurement), furnished by Corps of Engineers.

Remarks. Records good. Some regulation by Norfork Reservoir since 1943, Clearwater Reservoir since 

194B, Bull Shoals Reservoir since July 24, 1951, Table Rock Reservoir since Sept. 9, 1956, and 

by Beaver Reservoir since Dec. 26, 1963 (see elsewhere in this report). Records of water temperatures for water years 1963-65 are published in reports of the Geological Survey.

Revisions (water years). WSP 1177: Drainage area. WSP 1211: 1931, 1933.

DISCHARGEi IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

4 

5

6 

7

9

11 

12

18

20

21 

22

28

31 

HIN

8,160 

8,030 

7,910

.630

6,500 

6,500

8,550 

8,810

6,390

19,700

8,000

12,100

B,6BC

14,800 

14,600

14,000 

12,700

16,100 

20,400

12,900

53,600 

53,600

61,000 

25,100

65,100 

64,000

49,500

106, OCO 

100,000

64 , 00 0 

40,700

34,800 

33,600

31,000

31,000 

31,000

31 ,800 

30, 200

28,000

22,300 

20,100

11,000 

11,000

<),=>00

8,160 

8,030

8,420

9,411 

11.900

6,030

CAL YR I960: TOTAL B,082,OBO MEAN 22,080 MAX 62,COO M1N 6,390 AC-FT 16,030,000 

WAT YR 1961: TOTAL 11,032,940 MEAN 30,230 MAX 126,000 HIN 6,390 AC-FT 21,880,000
WHITE RIVER BASIN 

7-0770. White River at De Vails Bluff, Ark.--Contlnued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TG SEPTEMBER 1962

1

2 

3 

4

5

6 

7 

3

9 

10

12

15 

16 

18

21 

22

2B 

31

MAX 

MIN

8,030

7,790

8, 160

7,190

6,390

6,720

8,290

7,670

7,310

6.610

7,190

16, SCO

17,500

11, BOG

10, BOG

32,200

36,300

28,900 

25,500

36.30C

23,100

20,300

25,300

31,800

45,600

45,600

44,200

41.400

27,500

26,000

51,100

51,100

54,500 

56,300

57,200

57,200

51,900

40,700

39,300 

43,500

58,100

47,900

47,100

40,700

42,100

40,000

47,900

37,500

36,300

26,800

22,100

16,400 

14,200

38,100

"""

13,000

12,100

11,300

10,200

11,900

13,400

13,000

12,400

13,800

12.900

11,400

15,000

8,940

10,000

9,620

8, BIO

11,300

12,200

12.40G

12.400

11,400

18.300 

18. BOO

IB. 200 

15,900

10,600

la, BOO

CAL YR 1961: TOTAL 11,351,780 MEAN 31,100 MAX 126,000 MIN 6,280 AC-FT 22,520,000 

WAT YR 1962: TOTAL 3,276,280 MEAN 22,670 MAX 56,100 MIN 6,280 AC-FT 16,420,000

1 

i 

3 

4

5

6 

7 

8 

9

10 

LI

13 

14

17

21 

22 

23 

24

28

MEAN 

MAX 

MIN 

AC-FT

10,900 

10,500

9,920

10,300 

11,000 

11,600

11,500

10,000

13,800 

14,000 

14,000 

13,500

11,810 

14,000 

9,920 

726,100

8,8BO 

8,640

8,400 

8,160 

8,040

8,640

9,140 

8,760 

8,640 

8,880

9,270 

7,460 

505,500

B.640 

8,760

8,760 

B.76C 

9,140

9.27C

10,000 

10,300 

10,900 

11,500

11.90C 

8,040 

605,500

10,300 

9,790

8,760 

9,010 

9,400

8,880

8,160 

8,400 

8,520 

3,520

11,500 

8,160 

566,700

10,300 

10,700

10,300 

9,400 

8,640

9,140

9,010 

8,280 

8,160 

8,520

11,000 

3.160 

526,200

10,000 

11,000

16,900 

19,700 

22,600

30,900

30,600 

30,600 

30,300 

29,400

31,200 

9,270 

1.508M

19,000 

18,000

15,400 

15,600 

15,400

12,700

11,600 

12,100 

12,100 

11,300

19,700 

9,660 

787,500

10,900 

10.300

10.600 

11,000 

11,000

9,010

7,130 

7,030 

7,240 

7,920

27,800 

7,030 

666,500

29,700 

29,400

26,600 

25,500 

24,900

20,900

16,700

19,000 

19,200 

19,200 

19,000

29,700 

15,000 

1.263M

16,500 

15.800

13,500 

13.500 

13,200

11,900

9,790

8,400

9,400 

10,700 

11,900 

12,100

16,500 

8,280 

708,600

9,920 

10,300

12,400 

12,400 

11,600

11,500

12,400

8,640

7,570 

7,240 

7,030 

6,830

12,700 

6,830 

574,500

8,160 

8,040

6,830 

6,530 

6,430

7,130

6,630

7,130

6,430 

7,130 

7,460 

7,800

8,160 

5,950 

415,700

CAL YR 1962: TOTAL 7,919,620 MEAN 21,700 MAX 58,100 MIN 7,460 AC-FT 15,710,000

M Expressed in thousands.
WHITE RIVER BASIN

7-0770. White River at De Vails Bluff, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY 

1

3

4

5

6

7

9 

10

11 

12

15 

17

24

26 

28

31

TOTAL

HIM

OCT.

5,660

5,860

7,030

7,030 

3,520

7,460

NOV.

5.860

5,770

11,500 7,920 

6,130

5,950

5,280 

5,280

9,140

8,760

231,250

61,000 

51, BCD

46,800

1.42C.1M

18,000 

12,100

10.COC 12,400 

10,500

8,52j 

9.4CO

9, CIO

8,400

8,280

7.35C 

8,280

255, 13C 

6,430

M E

1 

2

4

5

7

9

11 

12 

13

15 

16

19 

20

21 

22

24

26 

27 

28

H1N

tpres. ed

13,800 

14,300

10,200

9,400

9,010 

8.880 

8,520

8,040 

7,800

7,570

6,430 

6,430

6,130

in thousa

6,130

6,330

6,040 

5,950 

5,360

6,040 

6,040

7,530

U.6CO 

10,600

ids.

21,600

20,500

19,000 

19,700 

20,100

19,400 

18,600

15,900

11,200 

1G.7UO

5,080

10., 900

13,000

26,600 

31,500 

35,000

35,600 

34,200

25,100

20,300 

20,100

14,500

13,000

21,900 

33,400 

42,100

45,600 

45,600

42,000

30,000 

29,700

32,600

31,200

29,400 

28,600 

27,300

24,900 

23,500

22,800

21,800 

22.2CO

3a,800

41,400

43,200 

43,200 

43,200

43,200 

42,600

38,300

33,600 

32,200

AC-FT

20,500

21,800

21,400

20,900 

21,800

25.5CC 

25,900

22.0CO

19,600 

19,000

23,700

20,900

18,200

15,600 

15,-JCO 

17,100

16,400 

1°,2CO

20,500

18,400 

17,800

13,700

12.50C

12,200

13.70C 

14,300 

15,000

15,400 

15, CCU

11,000

13,000 

13,800

00

30

11,900

11,200

14,000

12,200 

11,200

10,600

11,900 

13,100

L3,50n 

13,600

10,500 

10,000

11.30C

8,520

7,460

3,400 

L2.50C 

15,900

18.8CC 

18,800

17,3fC 

15.6CC

14, Off

27, POO 

28,800
WHITE RIVER BASIN

7-0773.8. Cache River at Egypt, Ark.

Location. Lat 35"51 "28", long 90°56'00", in NW^SEi sec. 12, T.14 N. , R.I E. , on right bank on downstream side of bridge on State Highway 91, 1.0 mile southeast of Egypt, 2.2 miles northwest of 

Winesburg , and at mile 143.

Drainage area.--698 sq mi.

Records available.--October 1964 to September 1965.

Gage. Water-stage recorder. Datum of gage is 222.9 ft above mean sea level, datum of 1929 (levels 

by Corps of Engineers)..

Extremes. Maximum discharge during water year, 3,420 cfs Feb. 12; maximum gage height, 17.87 ft 

Apr. 5; minimum discharge, 21 cfs Nov. 14 (gage height, 3.13 ft).

Remarks.--Records good. Records of chemical analyses are published in reports of the Geological 

Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2 

3 

4 

5

e

7 

8 

9

10

11

12

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

MEAN 

MAX

MIB 

CFSM 

IN 

AC -FT

OCT. 

2,180

1,970 

1,850 

1,630 

1,200

1,000

580

486

335

107

74 

58 

47

28

29 

28

24

38 

30 

26

461 

2,180 

24 

.660 

.76 

28,350

NOV. 

24

25 

22

22 

22

22

22

22 

22 

74

750

206 

130

86

1,420 

1,710

297 

1,710 

21 

.426 

.47

DEC. 

1,770

1,500 

2,600 

2,630

2,390

2,510

1,800 

1,570

860

5BO

386 

328

130 

109 

93

1,322 

2,630 

93 

1.89

2. 18

JAN. 

87

908 

884

838

3,140

2,880 

2,810

2,450

1,570

1,420 

1,390

684 

522 

386

1,670 

3,200 

87 

2.39 

2.76

FEB. 

300

120 

102

3,380

2,070 

2,840

2,150

1,390 

1,150

______

1,613 

3,380 

90 

2.31 

2.41

MAR. 

,600

,850 

,850

908

386 

418

300

182 

104

1,880 

2,940

1,115 

2,940 

182 

1.60 

1.84

68,54

APR.

3,200 

3,380

2,390

884 

816

434

265 

212

134 

127

1,539 

3,380 

127 

2.20 

2.46

,60

MAY

98 

93

130

307

127

200

130 

109

386 

265

158 

402 

69 

.226 

.26

9,70

JUNE

78

90

82

386

1,660 

1,910

265

244 

188

101 

82 

73

435 

1,910 

63 

.623 

.69

JULY

301 

561

1,350

1,600 

1,440 

1, 170

794

640 

418

135

98 

210

956 

772 

522

593 

1,600 

63 

.850

.98

AUG.

109

89

119

96 

82 

76 

68 

66

66 

58

66

89 

82

77 

65 

63

00.9 

251 

52 

.130 

.15

SEPT.

251

194

109

1,710

2, 840 

2,010 

2,880 

2,840

2,780 

2,600

2,450

2.480

2,540 

2,420

2,300 

2,090 

1,740 

1,340 

1,120

1,637 

2,910 

105 

2.35 

2.62

GAL YR 1964: TOTAL MEAN MAX MIH CPSM IN AC-FT 

WAT YR 1965: TOTAL 330,119 MEAN 904 MAX 3,380 MIH 21 CPSM 1.30 IN 17.50 AC-PT 654,800
WHITE RIVER BASIN

7-0779.3. Big Creek near Moro, Ark.

Location. Lat 34°50 1 50", long 91°00'35", in SWuNWij sec.28, T.3 N. , R.I E. , on right bank on downstream side of bridge on State Highway 78, 3-j miles north of Moro and 5-1 miles upstream from 

Flat Pork Little River.

Drainage area. 80.9 sq mi.

Records available. November 1961 to September 1965.

Oage. Water-stage recorder. Datum of gage is 178.07 ft above mean sea level, datum of 1929.

Extremes. Maximum and minimum discharges for the water years 1962-65 are contained in the following

Water 

year

1962 

1963 

1964

1965

Maximum

Date

Dec. 17, 1961 

Mar. 17, 1963 

Apr. 24, 1964

Feb. 12, 1965

Discharge 

(cfs)

a 2,090 

404 

2,160

1,950

Gage height 

(feet)

10.00 

8.11 

9.72

9.82

Minimum daily

Date

Nov. 1, 1961 

May 17-19, 1963 

Oct. 18 to Dec. 9, 

1963 

May 9-10, 1965

Discharge 

(of a)

b 0.10 

.10 

0

.10

Oage height 

(feet)

1

Maximum for period November 1961 to September 1952. 

b Minimum for period November 1961 to September 1962.

1961-65: Maximum discharge, 2,160 cfs Apr. 24, 1964, from rating curve extended above 1,500 

cfs by logarithmic plotting; maximum gage height, 10.00 ft Dec. 17, 1961; no flow Oct. 18 to 

Dec. 9, 1963, part of May 9-10, 1965.

Remarks. Records good. Low flow affected at times by drainage from rice fields.

DISCHARGE, IN CUBIC FEET PER SECOND, NOVEMBER 1961 TO SEPTEMBER 1962

1

3 

4

6

8 

9 

10

12

14 

15

16

18 

19 

20

21 

22 

23 

24 

25

26

28 

29 

30

TOTAL

MAX 

MIN

.10

61 

131

84

37 

24 

15

7.2

11 

12

94

82 

44 

25

15

161 

965 

884 

 >85

432

309 

288 

260

.10

169 

124

230 

580

822

492 

404

703

1.620 

1.04C 

687

535 

468 

424 

382 

358

358 

332

27

252

298 

225

135

103 

382

408

358 

320 

298

279 

500 

1.210 

884 

575

373 

345

103

252 

218

80 

76

49

37

38

108

78 

55 

42

35 

32 

393 

893 

610

__ __

32

530

352 

345

355

320 

288

270

181 

135 

98

78 

68 

62

58 

89

211

288

58

32C

131

84

37

36 

40

38

30 

27 

26

26 

25 

23 

21 

21

29 

27

20

LSI 

181

181

106 

54

17

7.9 

7.9

7.2

4.5 

3.4

1.7

2.2 

2.6 

1.2

1.0 

.70

1.6

2.1 

7.7

.70

14

30 

19

14

1C 

6.9 

7.Z

6.2

11

3.8

 5.3

°.3 

11 

15

13 

16 

9.5 

5.2

81

108

54 

120

5.2

70

26

IB

8.2

2.7 

2.2

68

25 

18

13

1!

6.e

5.T

6. A 

7.1 

6.3 

6.3 

120

204

48

33

2.2

20

28

26

21

16 

14 

13

10

11

8.4

11

13 

14 

16

10 

2C 

2C 

26 

90

93

27 

48

169

8.4

<=6

4

t^

7 

1 

8

0 

1

6

1

R

1

7 

5 

3 

2

<5 

2

12
302 WHITE RIVER BASIN

DAY

1 

2

4

5

6

7

8

9

10

11

12

13

1*

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN 

MAX 

MIN

12

8.8

5.0

3.9

3.2

5.2

5.1

4.2

3.3

2.7

2.6

2.6

10

22

32

33

29

23

19

29

42

43

37

29

20

14

10

7.2

5.8

5.4

15.4 

43 

2.6

5.7 

3.3

2.2

1.5

1.4

1.4

1.9

2.0

1.9

2.1

3.2

2.2

2.7

3.9

3.9

3.8

3.9

3.9

3.9

3.8

3.8

3.0

2.8

5.3

12

16

15

13

8.7

_____

4.71 

16 

1.4

7-0779.3.

5.4 

4.6

2.1

1.6

1.4

1.5

1.1

1.1

1.2

1.1

1.0

.70

.50

.60

.50

.50

.40

.40

.40

.60

1.3

2.8

2.7

2.2

1.9

2.2

2.7

13

34

26

3.82 

34

,

.

,

.

,<

.

^

.

f

.

. 0

. 0

16

Big Creek near Moro, Ark. Continued

7.1 

9.2

13

9.6

7.7

6.6

5.8

5.2

37

188

218

169

120

86

50

25

17

14

12

10

7.9

6.0

5.2

4.5

3.6

3.0

3.0

 . 

 

 

218

48 

108

56

70

98

78

58

48

42

64

127

96

64

52

174

368

368

288

196

114

65

40

28

24

20

13

11

10

9.5

8.4

368

7.6 

7.1

8.0 

6.6

5.6

8.0

18

18

12

9.5

7.1

6.0

5.6

4.8

3.8

3.3

2.4

2.1

4.4

3.8

2.2

2.2

2.2

1.8

6.8

7.7

9.5

44

212

226

 

226

103

36

13

6.4

8.7

9.2

12

11

6.3

3.9

1.9

1.0

.6C

.30

.20

.20

.10

.10

.ID

.50

.70

.40

.40

1.6

1.1

3.5

118

218

226

226

226

226

21 

18

12

7

3

1

.8

.6

.8

.9

.1

.7

.0

.1

.70

.50

.9

.9

.0

.9

1

2

2

2

1

1

1

1

1

1

 

211

1

.6

.4 

.8

.6

.9

.2

.0

.2

.7

.6

.8

8.2

26

34

26

I"

21

34

35

29

20

18

29

37

46

44

38

31

26

43

46

55 

40 

31

25

1«

13

13

13

15

15

14

15

18

20

23

21

19

18

19

20

23

25

25

25

27

30

27

25

37

93

88

93

66 

5C 

37

50

93

98

84

70

55

48

42

40

38

36

33

28

23

18

17

18

12

11

8.0

5.8

3.6

2.1

1.4

1.5

1.1

.70

 

98

AC-FT 19.980

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

8

9

10

11

12

13 

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MEAN

MIN 

AC-FT

1.1

1.2

.80

.60

.30

.30

.20

.20

.10

.10

.30

1.1

.70

.40 

.30

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.25

0 

16

0

0

0

0

0

0

0

o

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0

0

0

D

0

0

0

 

0

0 

0

0

0

D

0

0

0

0

0

0

.10

8.8

28

37

32 

21

14

9.6

5.2

2.7

1.8

.90

.60

.20

.10

.20

. 0

. 0

. 0

1.

3.

3.0

5.51

0

1.8

1.2

1.9

6.8

8.2

1

4

3

6

7

15

15

17

13

9.2

6.6

12

16

17

15

12

9.6

9.5

14

15

13

11

9.5

7.9

6.8

11.3

1.2

.6

.8

.9

.0

1

9

9

65

46

32

23

18

44

96

143

111

80

70

72

61

38

27

21

18

15

13

12

11

. ... 

 

45.9

6.0

8.5

12

25

325

605

436

350

360

668

1,350

848

535

432

332

309

298

270

243

188

143

103

65

44

55

106

68

40

27

20

15

279

8.5

1,950

12

10

9.6

400

1,050

1,420

694

472

373

332

298

260

279

179

103

56

32

20

17

16

215

,090

,950

,530

,110

,220

814

560

468

 

508

9.6

XIN 0

1IN 0

394

360

298

234

155

96

55

33

22

52

64

46

32

11

7.9

6.4

6.4

6.8

6.4

5.8

5.6

8.7

9.5

10

7.9

5.8

4.6

5.2

9.8

10

64.1

394 

4.6

AC-FT 

AC-FT

14

13

11

10

8.8

7.7

8.2

8.8

6.9

7.9

7.9

6.9

7.4

6.4

5.2

6.0

10

14

14

12

6.4

5.7

3.9

2.6

2.0

1.2

3.8

5.7

13

 

7.93

14 

1.2

18,870 

63,100

28

27

24

15

9.2

6.2

5.4

5-^7

9.0

13

16

56

76

61

54

44

36

28

23

20

18

18

17

14

16

23

27

30

32

35

27.7

76 

5.4

33

30

25

22

20

21

22

20

22

27

36

70

65

49

43

54

56

52

43

37

35

38

50

46

44

46

49

44

42

40

40

39.4

70 

20

36

35

33

27

24

25

21

22

26

29

29

27

25 

21

19

23

36

96

127

131

111

100

90

80

64

46

48

139

147

111

 

58.3 

147

19
WHITE RIVER BASIN

7-0779.3. Big Creek near Moro, Ark. Continued

DISCHARGE, IN CUBIC FEET PEa SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1=65

2 

3 

4 

5

6

8

9

14 

15

16 

17 

18

20

21 

22 

23

24

25

26

27 

28 

29

MAX 

MIN

.«-

52 

36 

26 

19

12.

8.2 

5.7 

5.2

.80 

1.6

3.2

5.0 

4.4

2.7

2.2 

1.6

1.0

.70 

.50

.40

.30 

21 

32

.30

1.6

.80 

.50 

.50

.30 

.40 

1.0 

3.3

.60

.50 

4.4 

32

228

158 

140

85

53 

37

31

27 

25 

24

.30

26 

184

438 

414

395 

338 

300 

275

286 

255 

220

150

125 

94

36

24 

21

19

62 

69 

75 

73

65

59 

58 

189

312 

288 

245

185

152

150

275 

235

125

99

53

40 

40 

41

38

36 

33 

26

58

430 

386 

350

275

235

190

125

19D

26

122

99 

85 

S9

110 

96 

83 

73

28 

52 

77

50

58 

59

96

368 

450

458

28

325 

312 

312

300

275 

235

190 

140

36 

26 

19

10

P. 5 

6.°

4.5

4.5

3.8

2.7

1.8 

1.2 

1.0

.80

.70 

1.6 

.80 

.10

1.1 

4.0

1.5 

1.0 

1.0

8.2

7.4 

5.1

3.2

422 

356

228

.10

160 

122 

85 

54

2fl 

48 

79 

56

25

40

107 

60 

32

10

6.2

6.2

18 

19

10 

8.2 

8.4

6.2

10 

9.8 

9.3 

6.4

5.0 

4.* 

3.8 

1.6

6.6 

7.7

9.0

7.6 

6.9 

7.1

9.5

10 

13

9.5 

18

30 

26 

30

1.6

15 

12 

10 

9.3

15 

32

3B

28 

25

18

15 

13 

13

18

20 

21

60

55

45

35 

30 

25

8.0

SEPT

80 

70 

65 

60

^0 

45 

45 

40

5C

4C

00

oc

50

oc

50

75

44 

74 

65

28

an

36

07 

85 

64

540 

40

AC-FT 81,830
YAZOO RIVER BASIN

7-2660. Cane Creek near New Albany, Miss.

Location . Lat 34°34'20", long 88°57'20", in SW^ sec. 11, T.6 S. , R.3 E., Chickasaw meridian, near 

right bank on downstream side of bridge on county highway, 450 ft upstream from Ellis Creek, 

5.1 miles upstream from mouth, and 6^ miles northeast of New Albany.

Drainage area. 22.2 sq mi.

Records available.-- February 1939 to July 1941, February 1950 to September 1965.

Average discharge. 16 years (1939-40, 1950-65), 37.5 cfs.

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height, in feet).

Annual maximum discharge nd peak discharges above base (1,400 cfs), water years 1961-65

Date

Oct. 5, 1960

Feb. 20, 1961

Mar. 7, 1961

Apr. 11, 1962

Time

1S30

2200

2300

1200

1200

Discharge

1,620

1,770

* 3,380

2,520

2,680

* 2,830

1,830

Gage 

height

9.70

10.14

15.02

12.43

12.91

13.37

10.34

Date

Mar. 11, 1963

May 26, 1963

July 17, 1963

Aug. 29, 1963

Mar. 4, 1964

Mar. 14, 1964

Mar. 25, 1964

Time

1SOO

1000

1200

1000

1600

1400

0300

Discharge

* 2,690

1,670

2,550

1,940

2,620

* 3,920

1,920

Gage

height

14.10

9.30

all. 32

10.50

12.50

16.32

10.44

Date

Apr. 5, 1964

Apr. 23, 1964

July 12, 1964

Dec. 3, 1964

Feb. 11, 1965

Mar. 26, 1965

Mar. 29, 1965

Time

2000

1600

0500

1515

2045

0200

1415

Discharge

2,250

2,400

1,790

2,470

1,820

* 2,830

1,490

Oage

height

11.40

11.86

12.05

10.15

13.13

9.18

a At gage 600 ft downstream.

Annual, minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Sept. 27-30, L961 

Aug. 15, 23, 1962

Sept. 25, 1963

Discharge

a l.S 

a 1.6 

2.0

Water year

1964 

1965

Date

Sept. 12, 1964 

July 24, 1965

Discharge

1.3 

a .8

a Minimum daily.

1939-41, 1950-65: Maximum discharge, 8,680 cfs Mar. 21, 1955 (gage height, 19.08 ft, present 

datum), from rating curve extended above 4,200 cfs by logarithmic plotting; no flow Sept. 5-7, 

1954.

Remarks.--Records fair.

Revisions.--WSP 1177: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECONDt WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAV

1

i

j

4

5 

6

9

1C

11

12

1J

It

15

lo

17

IB

19

20

21

22

?J

24

ib

27

28

25

MEAN 

MAX 

MIN

CFSM

OCT.

2.8

4.0

5.2

3.0

493 

52

Hi

93 

3C

22

1<3

17

1-4

It

12

10

".4

3.0

24

15

1L

S.7

7.9

6.5

6.2

6.2 

6.2

6.2

7.6

37.8

2.8

1.70

1.76

NDV.

a. 2

6.8

0.5

6.5

6.8 

7.0

7.0 

7.0 

37

23

17

13

11

11

11

150

28

22

20

17

15

17

24

19

18

14

29

38

20

6.5

.54

1.U5

16

14

13

13

13 

13

15 

14 

13

12

81

28

21

20

22

19

17

14

14

17

19

17

16

14

14

14

14

251

91

12

1.70

1.96

108

57

44

36

32

28

28 

24 

24

23

22

21

20

24

25

22

21

IS

33

28

21

19

19

18

17

18 

16

16

16

16

1.2L

1.40

16

25

28

22

17

52

38

30

28

26

25

24

22

21

21

91

42

658

392

191

89

64

78

45 

229

 

16

3.89

4.06

76

50

46

52

57

778 

107

82

64

59

102

57

48

43

63

124

54

105

107

58

50

45

43

47 

181

89

400

7.46

8.60

108

78

64

54

49

45 

66

47

49

297

82

60

79

54

47

45

38

37

34

32

32

32

31

28 

27

27

27

27

2.54

2.83

32

24

20

20

19

34 

39

26

21

18

18

17

24

18

16

16

13

12

14

12

53

20

16

21 

18

16

15 

13

53 

12

1.00

1.15

12

11

10

7.6

22

24 

18

42

21

16

11

11

12

9.1

9.1

9.1

9.1

18

16

12

10

8.5

7.5

6.0 

6.0

5.1

4.9

43 

4.9

.66

.74

5.4

5.8

5.6

5.4

5.1 

5.4

6.5 

5.4 

4.5

3.8

3.8

4.3

4.5

4.0

3.8

6.5

5.1

4.7

5.8

4.5

18

6.5

6.3

6.3

5.8

6.3 

12

7.7

6.0 

5.4

IB 

3.8

.27

.31

3.6

3.2

2.6

2.1

3.0 

11

3.3 

3.3

3.0

2.3

2.1

1.9

1.9

1.9

2.6

2.6

3.0

2.6

2.1

2.1

2.6

1.7

2.3

1.9

1.7

.7 

.7

.7

.7 

.7

11

.12

.14

3.3.'

l.<

1.

2. 

3.

2. 

2. 

1.

1.

1.

1.

1.

g^

2.

2.

1.

1.

1.

1.

1.

1.

1.

1. 1.

1. 

L.

L.

L.

2.2

.10

.11

WAT YR 1961: TuTAL 14,507.3 MEAN 39.7 MAX 1,440 MIN 1.5 CFSH 1.79 IN 24.30
YAZOO RIVER BASIN

7-2660. Cane Creek near New Albany, Miss.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAP OCTOBER 1561 TO SEPTEM9ER 1962

DAY

8

9 

10

11 

12

13

14

15

16 

17 

IB 

19 

20

21 

22

23 

24

27 

28

29 

30

MAX 

MIN 

CFSH

OCT.

5.7

6.0 

3.3

3.3 

3.0

3.0

2.8 

2.8

2.8 

2.6 

2.6

2.6 

2.3

2.3 

2.3 

2.3 

2.3 

2.3

2.3 

2.3 

2.3 

2.3

2.3

z'.b 

2-. 6

2.3 

.21

1962: Tl

NOV.

2.8 

42 

17

22

13

9.0

7.B

6.6 

21 

31

26

53

1*8 

3P 

21 

19 

18

13

98 

2*1

48

24 

20 

20 

16

1.83

DEC.

15 

13 

21

24

331

388

44

311

83C 

38-9 

96 

67

42 

5C 

51 

41

44 

42 

36 

35

s.aa

JAN.

66 

51 

48

395

62 

6C

363

88 

67 

59 

64 

53

52

85 

406 

153

282 

205 

97 

79

69

48 

7.03

FEB.

55 

52

50

50

30

30

52

46 

38 

70 

50 

40

56 

59 

392 

118

441 

312

30 

5.72

MAR.

73 

67 

61

49

69 

62

48 

45

42

40 

37 

37

39

46 

3B 

37 

37

36 

35 

33

32

110 

32 

2.41

APR.

33

30 

28

199

686 39S'

73 

59

52 

47 

42

40 

40

38 

36 

35 

34

34 

56 

41 

57

686 

28 

3.83

HAY

44 

34 

31

28

18 

17

15 

14

13 

12 

11 

11 

11

9.9 

9.4 

9.4 

9.4

7.3 

7.3 

7.3

2t>

133 

7.3

.94

JUNE

12 

12

28

15 

13

11

9.9

45 

73

16 

12

11

9.9

33 

13

12 

12 

11

9.6

13

11 

9.4 

R.I

73 

8.1

.80

JULY

6.5 

6.2 

5.4

11 

6.7

5.8

5.r

4.7

4.7 

4.7

4.3

3.8 

3.6

3.6 

3.6 

3.6 

?.6 

3.4

3.2 

3.2 

3.2 

3.2

2.6 

3.2

3.t

3.6

14 

2.6 

.22

AUG.

5.4 

4.1 

4.1

3.8 

3.6 

3.4

2.7 

2.4

2.2

2.0 

l.fi

1.7 

1.6

l.B 

l.f

i.e

1.9

1.8

1.8 

1.7 

1.6

l.B

2.0

2.r.

2.2

2.0

5.4 

1.6 

.1}

SEPT.

11 

3.2 

4.1

2.4

2.4 

1.8

2.C

2.9

2.4 

2.2 

4.3

14 

3.2

13 

4.5 

3.2 

2.7 

2.4

2.? 

2.2

2.C 

2.2

3.2 

2.6

I.? 

2.2

LSI. 3

71 

.27

DISCHARGE, IN CUBIC FEtT PER SECOND, HATER YEAR OCTOBER 1362 TO SEPTEMBER 1«63

LO

11

12

L3

14

15

It

17

U

19

20

21

22

23

24

25

26

7

8

9

I

TO AL

ME N 

MA 

Ml

IN.

11

27

4.2

2.7

2.3

<r.5

7.0

4.9

3.0

2.7

2.7

2.7

2.5

2.5

2.5

3.2

2.7

2.3

2.3

2.5

39

4.2

2.5

Z.3

2.3

2.3

2.3

2.5

2.7

3. J

159.'

39

3.C

3.C

3.2

3.0

2.7

2.7

3.C

3.G

3.0

2.5

5.2

12

4.9

3.5

3.5

3.i

3.b

11

5.0

6.S

10

7.6

5.2

4.2

4.5

4.=

4.5

4.5

4.2

4. t

142.5 

12

4.2

3.e

j.fc

4.5

5.i

4.9

4.5

4.5

4.5

4.2

4.5

4.2

3.6

4.2

4.9

5.6

4.V

t.S

4.2

4.2

15

1C

7.2

6.0

13

14

li

9.;

11

8.U

15

7.6

7.2

6. C

5.6

e.a

6.8

6.C

5.6

5.6

6.4

o.O

8.4

6.4

6.4

6.4

t.4

6.0

6.4

6.4

6.4

t.4

6. 3

t.4

6.4

6.0

t.C

6.4

6.8

8.0

15

11

15

8.4

1

I

1

1

.2

.4

.2

.2

1

0

0

0

0

(^

0

5

3

3

y

9. 6

10

3.6

9.2

 

 

48

22

16

12

12

6i

30

22

18

la

16

64 =

2il

o4

37

39

61

3J

26

26

22

IB

17

16

15

14

1°

15

14

12

11

).=>

645

1C

9.5

f.°

0.2

9.2

3=

23

16

14

12

12

11

9.9

9.5

9.5

v.5

6.9

8.6

^>.2

0.9

6.6

H.3

e.o

7.4

22

12

12

21

249

46

249

24

18

15

14

12

12

12

9.9

9.5

a. 6

82

40

12

9.9

8.3

7.4

6.6

6.0

5.6

5.3

5.0

4.8

4.3

4.0

6.0

320

26B

174

5C

23

17

320

2.00

14

13

lo

9.4

R.7

7.5

6.5

6.0

5.6

5.1

4.e

4.4

4.6

4.4

4. f,

5.1

6.C

4.C

3.8

8.C

16

30

13

14

9.4

7.0

6.e

2?2

30

31

702

.83

13

12

8.7

6.5

5.6

5.6

4.6

5.6

4.4

3.8

3.-.

3.0

22

27

7.2

(._-

533

59

19

24

41

12

1C

32

13

8.6

8.9

7.4

12

135

32

533

l.^a

20

16

12

8.9

7.7

7.1

44

32

8.0

6.3

5.6

5.3

5.3

6.8

3.8

3.1

2.9

3.3

3.1

3.3

3.3

3.1

2.9

2.7

2.7

2.7

3.6

3.6

406

21

11

667.1

406

1.12

7.1

5.8

5.6

15

K'

6.6

5.8

5.6

5.3

12

5.0

4.8

4.0

3.8

?.a

3.6

3. 3

3.3

3. L

2.7

2.3

2.1

2.1

2.1

2. I

2.1

3.3

2.7

2.1

2.1

141.2 

4.71 

16

.21 

.24
YAZOO RIVER BASIN

7-ki660. Cane Creek near- New Albany, Miss. Continued

it, IN CUBIC FtET PER SECOND, HATE". YEAR OCTOBER 1363 TO SEPTEMBER 1=164

DAY

4

5

1C

11

15

19

20

21

22

25

26

27

29

30 

31

MEAN

MIN 

CFSM 

IN.

OCT.

2.0

2.1,

2.2

2.0

1.7

1.7

1.7

1.7

2.0

2.C

1.7

1.6

2.0

1.7

2.0

2.0

2.0

1.7

1.6

1.6

1.7

2.0

2.0

2.0

1.7

1.6

1.6

1.7 

1.7

1.81

.08

N:IV.

2.2

2.2

2.C

2.2

7.1

2.6

2.4

2.4

2.6

3.1

3.1

2. I

2.6

2.9

2.9

3.1

3.1

4.9

12

3.6

2.9

2.6

6.4

3.6

2.0 

.16

DEC.

.9

^Q

.9

.1

,<i

.9

.8

.8

26

2

1

.3

.6

.8

.5

.1

.1

.5

.5

.8

.8

1

8.9 

7.8

2.5

.81

JAN.

7.5

8.6

8.2

7.1

6.7

36

2u

177

224

4t

35

33

26

24

18

IB

L5

21

35

20

19

16

24

22

18

17

13

12 

17

6.7 

1.47

FEB.

18

14

14

13

6C

52

25

22

18

17

14

62

33

322

89

48

55

41

30

25

23

20

13

19

18

17

19

13 

1.78

MAX

,MAR.

17

320

102

836

2f2

3u

58

49

52

33

22

1,640

471

111

80

59

44

43

39

36

3C

28

683

129

65

44

36 

35

17

7.98

,64C '

APR.

34

33

31

326

541

406

lac

R2

59

43

41

325

90

64

51

44

1

7

6

2

2 6

5 7

2 0

0

2 7

4 5

72

52

31 

7.02

IN 1.3

MAY

3

3

6

6

2

9

6

5

0

1

7

8

1

9

7

6

4

3

3

1

C

1

2

0

9.6

9.0

8.1

8.4 

14

8.1

.95

CFSM I

JUNE

L4

q .6

8.4

7.4

6,9

6.7

6.4

6.0

5.8

5.4

5.1

9.6

6.9

5.6

5.4

8.1

7.6

5.6

4.7

4.3

4.1

4.1

4.3

3.7

3.5

4.3

3.5

7.)

3.5 

.27

.83 IN

JULY

7.1

6.2

4.5

4.7

3.5

1

9

7

4

5.9

5.6

4.8

4.8

4.6

5.4 

5.1

3.5

.84

24.55

AUG.

4.4

3.9

3.3

3.3

3.9

24

3.9

24

54

6.2

5.1

3.9

3.3

32

4.1

3.1

2.4

2.4 

.36

SEPT.

2.8

2.

2.

.

.

.

.

.

f

.

.

.

.

.

.

.

^ 

3

6.31

1.3

.28

kISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DA*

1

3

4

5

7

9

10

11

12

13

14

15

16

18

19

20

21

22

23

26

27

28

29

30

MEAN 

MAX 

MIN

CFSM

IN.

OCT.

5.9

4.6

4.8

4.1

3.5

3.3

3.1

3.1

3.3

3.3

3.7

4.4

4.3

3.2

3.0

2.9

2.8

2. a

2.8

2.9

2.9

6. a

4.9

3.8

2.B

.17

NOV.

3.

3.

3.

3.

±1

4.

4.

^ B

9. 3

5.

4.

4.

41

51

21

13

9.8

8.8

13

11

86

20

15

 

86 

3.5

DEC.

13

ltC3G

261

52

22

2?

350

49

38

32

29

34

30

36

31

28

27

66

41

35

30

28

1,030 

13

4.12

JAN.

23

93

50

43

32

290

84

45

38

38

36

28

26

26

24

26

38

23

21

21

20

19

344 

18

2.76

FEB.

23

18

18

18

21

ISO

885

94

64

50

47

39

32

30

28

26

68

57

48

 

885 

18

4.61

MAR.

431

as

74

67

49

42

34

*1

35

32

33

46

36

32

30

30

3C

<S78

151

1C4

492

169

3u

7.73

APR.

62

169

101

90

50

40

35

33

33

33

29

27

29

26

24

23

22

22

?3

20

18

18

 

18

1.92

IN .80

MAY

17

15

14

14

13

11

11

13

10

9.4

8.6

28

14

12

46

41

15

13 

11

9.5

11

32

16

11

8.6

.71

CFSM

JUNE

9.C

6.2

5.6

5.2

15

7.1

6.2

8.5

8.2

9.2

11

12

9.4

5.6

4.8

4.3

3.9

3.5

8.9 

6.8

3.7

3.2

8.1

6.4

4.1

3.2

.33

.96 IN

JULY

3.5

2.6

22

16

4.6

3.D

2.6

2.1

1.8

1.7

1.6

1.5

1.3

1 .G

l.C

1.0

.90

.90

.90 

.80

11

3.C

2.2

2.2

1.9

.60

.31

26.61

AUG.

2.2

2.4

2.3

2.1

6.8

3.1

2.6

2.3

2.3

2.3

2.2

1.9

1.8

1.5

1.5

1.5

1.3

1.3

1.5 

46

8.8 

5.2

8.4

44

4.4

2.2

1.3

.26

SEPT.

2.0

1.7

1.8

l.fl

1.4

1.2

1.2

4.1

3.2

2.1

1.6

1.4

1.3

1.3

L.3

1.4

1.9

3.7

3.6 

2.7

2.3 

2.2

2.0

1.9

1.9

5.3

5.3 

1.2

.09

.1C
YAZOO RIVER BASIN

7-2680. Tallahatohie River at Etta, Miss.

Location. Lat 34°29 I 00", long 89°13'30", In SE&SW£ sec.8, T.7 S., R.I E., Chickasaw meridian, on 

iown J tream side of left main pier of bridge on State Highway 30, three-quarters of a mile northeast of Etta, 3-J miles upstream fi°om Puskus Creek, 4 miles downstream from Looks Creek, 13 miles 

west of New Albany, and 55.0 miles upstream from head of Panola-Quitman Floodway.

Drainage area.--526 sq ml.

Records available.--September 1938 to September 1965. November 1936 to May 1937 (gage heights and 

discharge measurements only) In reports of Corps of Engineers, Vicksburg district.

Gage.--Digital water-stage recorder. Datum of gage is 273.48 ft above mean sea level, datum of 1929, 

supplementary adjustment of 1944 (levels by Corps of Engineers). Nov. 23, 1936, to May 31, 1937, 

staff gage at same site at datum 5.33 ft higher. Sept. 24, 1938, to Mar. 16, 1939, wire-weight 

gage; Mar. 17, 1939, to Aug. 25, 1952, graphic water-stage recorder; Aug. 26, 1952, to June 22, 

1953, wire-weight gage; and June 33, 1953, to Dec. 18, 1962, graphic water-stage recorder; all at 

same site. Sept. 24, 1938, to Sept. 30, 1952, at datum 5.00 ft higher.

Average discharge. --"7 years, 797 cfs.

Extremes.--Maxlmums and minimums (discharge In cubic feet per second, gage height, in feet).

Annual maximum discharge (*) and peak discharges above base (16,ooo cfs, revised), water years 1961-65

Date

Feb. 21, 1961

Mar. 8, 1961

Mar. 31, 1961

Dec. 12, 1961

Dec. 18, 1961

Jan. 6, 1962

Feb. 26, 1962

Time

0800

1800

0700

1300

1400

1100

0300

Discharge

21,600

* 28,500

19,100

19,400

28,000

26,200

19,100

Gage 

height

23.94

24.80

23.55

23.60

24.74

24.54

23.55

Date

Apr. 12, 1962

Mar. 12, 1963

Apr. 29, 1963

July 17, 1963

Jan. 9, 1964

Mar. 5, 1964

Time

0200

0530

0830

1950

0430

0450

Discharge

* 41,100

» 22,800

16,100

21,100

17,600

18,000

Gage 

height

(»)

23.86

22.78

23.62

23.07

23.75

Date

Mar. 15, 1964

Apr. 6, 1964

Apr. 13, 1964

Apr. 27, 1964

Feb. 12, 1965

Mar. 2, 1965

Mar. 26, 1965

Time

1400

1230

1530

1030

0145

0115

1645

Discharge

' 34, 400

21, 800

16,600

17,300

24,100

18,600

» 28,700

Gage 

height

25.64

24.22

23.54

23.72

24.51

23.82

25.04

Maximum gage height for year 26.20 ft in gage well, 26.5 ft from outside gage. 

Annual minimum discharge, water year 1961-65

Water year

1961 

1962 

1963

Date

Sept. 30, 1961 

Oct. 1, 1961 

Oct. 20, 1962

Discharge

17 

18

24

Oage height

5.31 

5.33 

a 5.75

Water year

1964 

1965

Date

Sept. 25-27, 1964 

Aug. 22, 1965

Discharge

17

14

Gage height

5.61

5.45

a Occurred Oct. 26, 1962.

1938-65: Majtimvm 

Oct. 3, 16, 1338.

Remarks. Records fair.

Revisions (water years),

DISCHARGE,

discharge, 79,000 cfs Mar. 22, ~>°55 (gage height, 29.32 ft); Tvtnljnum, 4.1 cfs 

 WSP 897: Drainage area. WSP 1211: 1948, 1949(M).

IN CUBIC FEET PEP SECOND, HftTER YE»R OCTOBER 1160 TO SEPTEMBER 1561

1

11

13

15

17

19

tl

22

23

26 

27

3, 

U

lEftN

MIN 

CFSM

3t

2,46C

4,25'.

367

12d

25u

7-,

=6 

7^

I:

U, 3

27

1.09

85

48

47

552

7b

65

459 

148

IwO 

 35

2ZO

47

.33

126

83

I<t5

35

252

23i

176 

125

3^5

LIB

5,00'.

H3

6,430

365

301

261

2'nO

273

34C

206

165

165

174

It82u

444

263

223

223

19,300

1 ,330

174

1.9QU

25.4CC

2,110

2,120

782

633

4,010

569

16,300

434

5,180 

1,030

382

,78

2, ) 30

649

53C

233

232

132

262 

176

225

3C8

178

63 C

161 

143

123

235

231

110 

99

 39

______ 

94 

87 

84

76

419

125

'51

102

86 

88

206

00 

76

61

48

48

47 

138 

74

70

65

37

55

45

78 

53

lot

38

53

98

61 

42

35

.16

36 

37 

35

35

35

32

26

705

67 

46

36

40 

110

38

35

29 

30

24

.15

116 

53 

44

53

83

5»

3C

26

62

31 

26

25

23 

22

20 

19

18 

17

46.3 

203 

17

.1C-
YAZOO RIVER BASIN 

7-2680. Tallahatchie River at Etta, Miss. Continued

DISCHARGE, IN CUBIC FEET PER SFCOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

4 

5

6

7 

8

10

11 

12

13

1* 

15

16

18 

13

21 

22

24 

25

26 

27

29

30 

31

MAX 

WIN 

CFSH

680

6J 

43

33

29 

28

22

21

23

23

.11

25

356 

4,380

191

143

382

535

264

2.57

239

194 

494

215

392

362

7.41

8,720

11,400

1,98G

3,390

1,450

7.81

886

562

497

14,500

5.28

MAR.

Jt 55°

360

64")

914

331 

1,460

2.03

APR.

317

1,580

18,800

782

438

1,060 

521

5.41

313 

231

238 

186

164

107

87

1,710 

885

318 

.60

1,140 

840

306

155 

141

128 

207

103

92

108

459 

.87

87 

72

897

97

68

58 

64

50

56

50 

51

102 

897

.19

58

49 

44

45

38 

36

35

33

33

31

28 

28

26

220

31 

30

45.4 

220

.09

30 

111

34 

40

34

30 

33

38

34 

31

110

35 

31

26

27 

33

28 

1,216

40.5 

120

.08

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3

4

6 

7 

3

13

11 

12

14 

15

17 

18 

19

21

22

24 

25

27

28 

29 

3t

MEAN

MIN

IN.

28

32

28 

28 

50 

32

28

26 

26

30 

33

26 

27 

26

J2

30

28 

23 

28 

28

35. 8

26

.08

28

30

29 

2° 

30 

31,

30 

115

4<i 

43

43 

91

81

48 

48

48 

47

47.5

28

.10

44

48 

45 

44 

44 

42

42 

41

44 

51

54 

49 

48

66

113 

86

66.7

41

.15

62

64 

63 

61 

59

58

70 

85

56

50 

53 

62

58

50 

50

o5.5

50

.14

147

IC2 

94 

88 

81 

82

824

126

108 

105 

389

98

100

178

81

.35

125

1,230 

365 

248 

226 

238

3,990

546

695 

411 

334

203

1,187

125

2.60

110

532 

866 

314 

222 

179

150

116

97 

91 

91

86

186

842

73

1.79

255

205 

208 

135 

108 

91

381

113

86 

82 

71

60

2,300 

788

428

55

.94

66

55 

49 

46 

42 

39

37

29

62

38 

3C

108 

133

97

68O

200

29

.42

118

55 

51 

294 

86 

53

44 

40

427

11,200 

11,900 

2,040

647 

252

668 

235 

220 

3.070

1.310

40

2.87

920

169

103 

98 

953 

180 

106

302 

779

82

61 

59 

54

60 

55

38 

40 

842 

306

216

38

.47

62

49 

2,610

282 

121 

90 

73 

64

66 

55

51

45 

44 

41

36

33

34 

37 

34 

33

191

30

.40

MAX 29,800 KIN 26 CFSM 1.86 IN 25.30
YAZOO RIVER BASIN

7-2680. Tallahatchie River at Etta, Miss. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER I°f4

1

i

i

5

6

7

9 

10

il 

12

14 

15

16

17 

18 

19

20

21 

22

23

25

26 

27

28

29 

30 

31

MAX 

MIN 

CFSM 

IN.

31

30 

30

27

24

iZ 

23

22 

22

24 

24

24

759

31 

22

.05 

.05

27 

35 

29

44

28

30 

32

34 

37

38

167 

27

.08

.0<i

DEC.

42 

40 

4C,

38

6.97L

124

95 

135

8i

37 

1.00 

1.15

82

80 

82

68

272

453 

297

215

68 

1.84 

2.12

165

690

168

1,440

519 

435

142

1.89 

2.04

7,2-)0

12.4CO

9C9 

72<3

602 

514

4<=0

112,620

336 

6.91

7. 9c

4C6

5,7 C

1,360

516

368 

3,150

368 

6.54 

7.30

1.780

442

583

199 

183

153

122 

114

86

83

77 

.61 

.71

86

74 

71

57 

105

59 

54

67

46

42

40

38

36 

.16 

.18

43C

f 9 

1C4

95

9,720

236 

98J

2ol 

133

107

125

90

195

8.72C 

e5 

1.27

1.46

64

58

54 

46

44 

192

2.13P

2.02C

133

77

68 

67

53

39

2,130

.40 

.47

?0

28

?7 

2f

23 

21

1°

20

2C

21 

24

24

22 

21 

20

462

18 

.11 

.12

CFSM 1.74

DISCHARGE, Irt CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER H65

1

2

3

4

b

6

8

11 

12

Ib

16 

17

IS 

2J

21

23

25 

26

28

29

MAX 

M1M

IN.

.0

7»

44

77

41

35

33

tl

9(J

JB

.12

43

3H

4tl

218

121

2,350 

545

38

,6<>

228

^74

566

425

515

 34

2li

3.4B

318

45u

2-52

979

S06

i60

2.24

31o

= 89

507

477

 L

268

5.37

6,3<^C

56t

43c

383

7,540

6.14U

383

7.24

1,210

980

441

355

243

205

193

178

167

1.28

158 

147

10 7 

10!

07 

107

P8

507

107

81

154

71

.29

63 

56

116 

77

68

90

148

5C

81 

111

57

76

39

.21

4? 

?7

45

4<°

3?

28

33

41:

20

IP

20

31

13

,l r

20 

19 

18

17

17

80 

46

32 

23

19 

18

18

17

32

83

52

16

.07

25 

26 

25

75 

26

22 

21

6C 

119

26 

24

21 

19

17

2<;

22

21

11= 

17

.C6

CFSM 1.Q6 IN 26.64
YAZOO RIVER BASIN

7-2710. Clear Creek near Oxford, Miss.

Location.--Lat 34°21i20", long 89°39'30", in HW^SEc sec.30, T.8 S., R.4 W., Chickassw meridian, near 

right bank on downstream side of pier of bridge on State Highway 6, 1.0 mile upstream from Hudson 

Creek and 8.3 miles west of Oxford.

Drainage area.--10.3 sq mi.

Records available.--January 1939 to July 1941, February 1950 to September 1965.

Gage.--Digital water-stage recorder. Datum of gage Is 273.47 ft above mean sea level, datum of 1929, 

supplementary adjustment of 1944. Prior to Mar. 6, 1939, staff gage, Mar. 6, 1939, to July 17, 

1941, and Feb. 1, 1950, to Dec. 7, 1962, graphic water-stage recorder at same site. Prior to 

Oct. 1, 1962, at datum 2.00 ft higher.

Average discharge.--16 years (1939-40, 1950-65), 14.3 cfs.

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height, in feet). 

Annual maximum discharge ( * ) and peak discharges above base (900 cfs), water years 1961-65

Date

Feb. 20, 1961 

Mar. 7, 1961 

May 26, 1961

Nov. 15, 1961 

Nov. 22, 1961 

Dec. 17, 1961 

Jan. S, 1962 

Jan. 14, 1962

Time

2100 

2000 

0300

1500 

1900 

1730 

1000 

2300

Discharge

1,130 

» 2,320

1,020 

951 

1,480 

966 

917

Gage 

height

4.96 

7.61

4.85 

4. £6 

5.83 

4.70

Date

Feb. 23, 1962 

Feb. 25, 1962 

Apr. 11, 1962

July 25, 1962

Mar. 11, 196S 

Anr. 29, 1963 

July 14, 1963 

July 17, 1363

Time

0400 

0730 

1100

0800

1633 

0015 

1215

Discharge

1,520 

1,540 

* 2,060

1,74U

1,740 

"* 6,50O 

1,860

Gage 

height

5.97 

5.92 

7.02

8.43 

14.34 

8. £4 

12.42

Date

Mar. 14, 1964 

Apr. 26, 1964 

July 12, 1964

Dec. 3, 1964 

Jan. 9, 1365 

Feb. 9, 1965 

Feb. 11, 1965 

Mar. 25, 1965

Time

1900 

2145 

01!0

1245 

1330 

2200 

1645 

1930

Discharge

319 

,080 

* , 220

,350

, 180 

,750 

* 2,150 

2,000

Gage 

height

6.58 

6.99 

7.32

7.25 

8.42 

3.22 

8.91

Water year

1961 

1962 

1963

b Occurr 

c Occurr

Date

Oct. 2, 1960 

Oct. 26, 1961 

Sept. 2, 30, 1963

5d Aug. 25, 1961. 

ad Dec. 30, 1961. 

ad Aug. 18, 19, 1963.

Annual mlr

Discharge

5.6 

5.7 

6.1

limum discharg

Gage height

b -'.Z5 

c 1.09

Water year

1964 

1365

Date

Oct. 1-4, 1363 

July 30, 1965

Discharge

6.1 

5.8

Gage height

1.32

1939-41, 1950-65: Maximum discharge, 6,500 cfs Apr. 29, 1963 (gage height, 14.34 ft), from 

rating curve extended above 2,700 cfs on basis of slope-area measurement of peak flow; minimum, 

3.0 cfs July 19-22, 1939.

Revisions.--The figures of maximum discharge for some water years have been revised, as shown 

in the following table. They supersede figures published in water-supply papers indicated.

WSP

1281

1281, 1311

_

1211, 1731

1241, 1731

1281, 1731

Wa er

year

1939

1940

1950

1951

1952

1953

Date

June 27, 1939

July 12 1940

June 3 1950

Jan. 3 1951

Jan. 27 1952

Feb. 20 1953

Discharge

(cfs}

2,890

3,140

a 2,150

2, 400

1,900

3,320

Gage

height

(feet)

8.70

9.17

7.22

7.72

6.72 n>)

WSP

1341 1731

1391 1731

1441 1731

1511 1731

1561 1731

year

1954

1955

1956

1957

1958

Date

May 27 1954

Mar. 20 1955

Apr. 30 195E

Apr. 4 1957

Nov. 14 1957

a Maximum for period February to September 1950, not previously publishei.

Discharge

(cfs)

4 430

4 420

4 510

5 040

4 33O

Gage

height

(feet)

fc)

11.02

11.14

11.66

10.90

b Maximum gage height for year, 9.46 ft in gage well, 9.9 ft from high watermark.

c Maximum gage height for year, 11.04 ft in gage well, 11.3 ft from high wstermark;.

Remarks. Records fair.
YAZOO FIVER BASIN 

7-2710. Clear Creek near Oxford, Miss.--Cuntinued

Revisions (voter years). WSP 1441: Drainage area. WdP 1561: 1957. Revisec 

in cubic feet per second, for the water years 193y-4U, and lyEU-57, supers' 

in WSP 1177, 1211, 1241, 1231, 1311, 1341, 13al, 1441, 1561, and 1731 are

27, 1339.

July 12. 1940.... L3t

Mar. 12, 1350.... 441

figures of discharge 

ding thuse published 

;lven herewith:

Maj 28. 1954.

Mar. EO, 1355.

Apr. 50, 195o.

Apr 4. 1H57.

471

436

Month

June 1959 ...........................

July 1940 ...........................

Water year 1951-52. ...............

March. ..............................

January 1954. .......................

March 1955. .........................

Calendar year 1957 ................

Of 5-daya

841 . e

499.?

3,132.t

1, 'OS. I

526 8

-

1,041.2

1,151.8

1,787.0

1,193.4

-

MEC-.lmum

148

238

E38

, 440

286

464

464

232

412

45-S

398

398

1,010 

1,010

c.o-3

5"^

628

Minimum

4.0

J.a

3"'

7.e

£.4

10

5.1

5.1

5.4

9.4

7.5

5.5

6.7

6.5

5.2

6.6 

5.3

6.6

4. 5

4.6

Mean

28. 1

ln.1

H.56

52.5

17. 6

29.8

16.4

46.0

18.9

15.1

33.6

37.1

16.7

17.0

37.2

E8.0

12.9

1Z.4

57.6 

17.0

14.1

39.8

17.3

20.5

erniile are

2.73

.831

3.16

1.71

:.6S

2.89

1.59

4.47

1.85

1.47

4.10

3.26

3.60

1.62

1.65

3.61

2.72

1.25

1.20

5.59 

1.65

1.65

3. 52

1.27

1.35

3.86

4.34

1.53

1.99

Runoff in 

inch. a

1.04

1 . 80

11.31

3.64

1.9:i

4.21

21.65

5.15

24.92

20 . 00

4.26

3.76

4.15

21.95

22.44

4.16

3.13

16.99

16.34

6.45 

22.38

22. !7

3.94

18.64

18.38

4.31

4.95

22.84

27.06

(6.19 ft); Jan. 3 (0200) 2400 cfs f7.72 ft);

(6.72 ft). 

high watermark); Mar. 22 (1830)

evised peak discharge. 1950-51: Nov. 20 (0700) 1,640 

Mar. 28 (1230) 2,280 cfs (7.47 ft).

1951-52: Dec, 25 (2000) 1,880 cfs (7.47 ft); Jan. 27 (050O) 1,900

1952-53: Feb. 20 (1500) 3,320 cfs (9.46 ft in gage well, 9.9 ft f 

1,950 cfs (6.82 ft); May 16 (0300) 2,240 efs (7.40 ft).

1953-54: Jan. 20 (0330) 3,150 cfs (9.18 ft); Jan. 21 (1700) 1,530

4,430 cfs (11.04 ft in gage well, 11.3 ft from high watermark). 

1956-57: Apr. 4 (0100) 5,040 cfs (11.66 ft); June 4 (120'"0 4,620 cfs (11.28 ftl; J5,560 efs (9.60 ft).____________________________________________________________

DISCHAKGE, IN CUBIC FfET PER SECOND, WATEP YEAR LCTOB6P 136C TO SEPTEMBER '9f!

DAY

1

ME N 

MA 

MIN

OCT.

5. a

b.8

5.9

5.9

59

9. a

70

9.8

7.2

6.5

6.2

5.9

5.8

5.8

5.9

6.0

6.3

6.3

6.3 

6.2

6.1.

6.L

5.9

5.9

6.C

6.2

10.1

7 LI

NuV.

6.0

b.C

6.0

b.C

6.0

6.0

6.0

h. 0

It

6.5

6.5

6.5

6.3

6.3

6.3

7.0

6.8

6.8

7.4 

7.0

6.8

6.8

6.8

7.2

7.2

7.2

7.27

DEC.

.2

.2

.2

.2

.2

.6

,<t

.4

.4

.6

.5 ' .0

.C

.2

.2

.C

.0

 ^

\\

.4

4

1

till. C

JAN.

14

10

9. 6

B.R

8.4

?.C

7.8

7.3

7.4

7.4

7.4

7.4

7.4

7.6

7.6

7.6 

7.8

7.2

7.2 

7.2

7.2

7.2

7.2

7.2

7.0

7.0

7.91

CAL YR I960: TOTAL 3, 964.1 MEAN K.R

FEB.

7.2

8.8

7.6

7.4

7.4

7.8

16

9.1

8.4

8.4

8.2

8.0

7.8

7. a

7.8

14 

16

8.2

138

124 

19

12

11

16

30

 

 

31.5

MAR.

2

1

0

?

6

6

2 0

a

8

5

2

3

3

1

1

4

1

1

9.4

9.4

15

170

4b

156

"aAPR.

17

15

15

14

14

13

13

13

IB

1?

24

56

15

13

13

10

S.8

-.8

9.6

1C

11

7.8

7.2

7.2

7.0

13.6

MAY

8.6

7.4

7.4

7.4

7.4

26

8.8

14

8.4

7.8

7.6

8.1

8.1

15

13

7.6 

7.4

7.4

7.4

7.0

7.2

124

9.6

8.4

7.6

7.2

12.7

7.0

JUNE

6.6

6.6

6.6

6.6

6.P

7,0

. B

. p

^p

,t

.0

.5

6.5

6.3

6.5

6.2

6.3

6 r

t.2

6.5

6.6

6.6

6.S

6.6

6.8

197.5

6.53

X

MAX 304 MIN 5.6 CFSM l.<5 IN 

MAX 345 MIN 5.8 CFSM 1.33 IN

JULY

fc.B

t.8

6.S

6 .a

t.a

b. i

8.4

7.4

7.H

7.".

7.2

6.8

6.5

6.5

8.1

6.5 

6.3

6.3

6. 3

6.5

7.?

6.2

64

IC1

°.4

7.4

12.0

AUG.

1:1

6.0

5.9

9.6

9.C

7.9

7.=

t.8

6.4

6.4

6. ">

6.4

6.4

7.3

6.6 

6.4

6.4

6.6

6.6

15

16

8.1

6.C

6.0

6.0

6.2

7. 34

14.31

SEPT.

6.2

6.2

6.4

6.6

6.6

7.1

15

6. R

6,5

6.6

6.5

l:l

6.5

6.3

6. C 

6.2

6.?

6.2

6.2

6.3

6.3

6.5

b. 5

6.5

6.5

6.70 

15
YAZOO RIVER BASIN

,;«

<4

5

L

7

 " l1 1

\e.

I ^

14

to

17

'"

;]

ai

";

2^

25

26

27

2b

^ :

MeAN

CFiM

I\.

LAL VI

WAT V^

 JCT.

 ./

- . i

!>. .

C. I

o. L

6. I

0.1

t.L

*.l

6.1

6. i

h.l

t.l

0.1

o.3

6. I

c . i

t.J

5.t

3 . n

b. 1

O.I

0.1

.7:

1961: Ti

,.;

^i

;.l

l-»

 >./

0.1 -.j

n> t

7.i

n

7. 3

133

,,

" "*

i.e.

S.f

14

<;.-.

J.a

9. ^

3.6

J . 3

£.'

2.24

2.50

TAL 6, is]

" . 1

.4

H.5

-l

.-I

1-:;

1L ->

211-

! *

et

37-

It

14

It

11

11

1-

I"

11

lj

4.95

.1 f

1 =

15

2t4

3Sfs

13

18

18

18

IB

=ib

96

1 =

15

13

12

12

06

lo

32

37

41

2o

2>,

1 =

3.0C

t.15

tAN 17.5

It

l^

14

If

14

13

U

10

^.5

3. J

3 .C

9.0

1^

L'

U

12

11

13

21->

23

252

39

4^

35

 --

_____

3.11

3.23

MAX

16

15

15

13

13

17

15

13

12

I 1

11

11

9. a

i. S

11

10

^ .3

 » '.-

J.5

^.0

c .0

9.3

3.0

1?

1.2:1

1.42

79 ^

i; >(,

e.e

e .H

1C

?.s

U

12

453

78

16

U

12

11

1C

°.R

C .S

<;.*

10

1Ci"

= .e

lij

IP

1C

11

453

2.67

2.C7

IN 5. ! 

IN 5.<=

12

3.3

5.G

9.0

B.R

8.3

S.8

a.3

8.3

3.1

8.1

B.I

7.6

7.*

7.4

7.4

7.3

7.3

7.3

7.6

7.3

7.6

7.6

8.0

7.8

8.0

1°

19

.82

.°5

CFSM 

CFSM

7.6 

7.6

120

14

12

Q .3

P. 3

8.6

7.6

7. a

7.0

7.6

7.6

7.6

7.3

7.3

7.3

6.9

6.7

6.5

6.?

87

IB

12

1C°.e

9.6

120

1.46

1.63

.70 IN 

.92 IN

^.3 

27

8.3

8.0

7.6

7.6

7.6

7.3

7.1

8.3

7.1

6.0

6.'"

b.*>

6,=>

6.7

6.2

6.2

6.O

A. 2

7.4

274

1G

7.3

7.3

7.3

7.3

274

I.o3

1. 95

23. C8 

26.11

7.6 

7.3

7.3

7.3

7.3

7.1

7.1

6.0

o.=>

6.3

6.9

6.9

6.7

6.7

6.7

6.7

6.7

6.7

6.7

7.1

7.1

1C

7.1

6.<3

t.°

6.7

6.7

10

.68

.79

6.2

6.?

3.1

0.9

6.4

6.2

48

3.1

6.°

6.2

6.0

28

3.6

7.6

7.3

7.1

7.1

7.1

6.9

6.0

6.9

7.1

6.9

6.9

6.9

6.9

 

48

.88

.18

DISCHARGE, IM CUiilC FEET PER SECJNO, YEAR OCTOBER 1-S62 TO SEPTEMBER 1=63

I

;

5

6 

7 

S

1C

11 

17

14

15

it 

17

Ib

Lr

22

25

2-- 

27

2^

TOTuL

.4 ax

PIN 

CFSM

6.4

fc.t 

7.13

T.L

0.8

IE

7..

7.:

7.?

7.-J

t.a

fc'd

. ? »

0.6

,.6

0.6

3.5 

7.5 

7.5

7.5 

7.7

7.5

7.P

7.C 

7.C

7.-

7.C

7. :

°;°

7.^

7.2

7.2

7.5

7.2 

7.2 

7.2 

7.5

7.0 

7.C

7.C

7.£

7.5

E. t

8.L 

7.7 

7.7

7.5

.7 72

7.2

7.2 

7.2

b.5 

7.7 

7.5

7.2 

7. 2

7.5 

7.7

7.7

7.7

7.7 

7.7

7.7 

7.7 

7.5

i.T

.73

'

g.2

7.5 

7.3

9.2 

3.C 

7.7 

7.5 

7.2

7.5 

7.5

3.2

7.7

7.7 

7. 7

5.3 

7.7

 

.76

10

S:f

37

1C

159 

21

7 

1

3.5

6.5

8.5

6.5 

8.0

e.c

7.7

l.b t

7.7

7.5

7.7 

12

7.5 

7.2 

7.2 

7.5 

7.S

7.2

7.0

8.0

7.2

7.7

1C 

32 

22?

20

3.15

14

12

9.6 

12

8.1 

7.a 

7.5 

7.5 

7.5

7.2 

7.2

7.0

7.0

6. a 

7.0

7.0 

16 

7.2

6.0

.83

6.6

6.8

7.0 

7.0

6.8 

6.8 

6.3 

7.0

7.0

7.0

7.0

6.8

6.<i

6.6

6.6 

6.8

7.2

.67

7.2

7.C

7. C 

7.2

6.4

44 

241 

11

8.1

60 R 

13

66

8.2

7.2 

7.2

43 

9.5 

8.0

140

60S 

4.23

9.2

8.2

8.0 

7.0

6.8 

6.8 

8.0 

6.8 

6.7

6.7 

6.7 

6.6

10

7.1

6.8

6.8

6.7 

6.7 

6.6

6.5

13 

.72

6.2

6.4 

19

8.3 

7.7

5.7 

7.5

6.9 

6.9 

6.9

6.= 

6.9 

6.°

6.9

6.7

6.7 

6.7

6.6 

6.5 

6.5

6.2

223.2

19

6.2 

.72
7-2710. Clear Creek near Oxford, Miss.--Continued

Ik CUBIC FEET PER SECOND, WATfP YESf rCTOBEP 1963 TO SEPTEMBER 1964

1

b

6

1C

LI 

li

i; 

it17

li

/I 

?2

24 

25

27

2'

TOTAL

MEAN 

MAX 

M[N

IN.

6.2

6.2

b.3 

6.4

6.4

6.6 

0.7 

6.7

6.ti

6.7 

b.6

bit

b.7 

6.7

6.6 

6.5

6.5

-,3 ft

6.i>7 

6.8 

6.i

.74

6.7

6.3 

7.0

6.7

0.6

b.H 

6.B

t.7 

6.7

<3.5

3.3

6.5

6.4 

6.4

0.6

b.71 

6.3

b.4

b.4

6.4 

6.4

6.5 

13 

63

b.9

 5.5

7.1 

7.L

7.L 

7.i

7.1 

7.C

3.0 

7.7

7.3

b3

7.3 

7.3

7.4 

7.4

55 

It 

c .6

11 

2C

f .1 

7.8

7.8 

7.7 

7.8

7.7 

7.7

7.7

7.7

7.5 

7.6

7.5

1C. 2 

55

:l

f ,0

8,4 

32

8.9 

a .5 

"5.2

9.8

8.8

B.5

a. 5

8.5 

3. 4

8.5

9.26 

32

8.7

*>0

40 

13

11

3.3 

<5.6 

9.4

9.0

25b

38

15

13 

12 

13

12

11

10 

45

15 

12

11

23.5 

256

08 >

<=.6 

9.6

137 

82

2e

12 

12

11

11 

lf<

16 

12

1C

9.7 

9.1

6.9 

91

la 

14

239

90

11

239

IN 6.2 

IN 6.2

1C 

11

11 

li

9.7 

16 

9.8

8.8 

7.7

7.4 

7.2

7.2

7.2

7.0

7.1

7.0

7.0 

6.8

6.9

a. 44

16

CFSM 1 

CFSM

7.1 

7.1

6.° 

15

7.2 

7.0 

6.8

7.0 

10

6.<~

6.B

6.8

6.5 

6.7

6.6 

6.9

9.5 

8.5

8.0 

7.7

18

8.28 

18

.30 IN 

.17 IN

7.5 

12

7.5 

7.1

7.1

8.5 

B.O 

7.4

29

93

9.4 

7.8

8.1

7.2 

7.2

7.2 

7.0

7.0 

7.0

20 

7.0

15

12.0 

93

17.58 

15.94

13 

7.2

6.9 

6.9

6.7

7.0 

6.9 

7.C

17 

8.2

7.0 

28

9.4

6.9

7.0

6.9

6.8

6.8 

6.8

6.8 

6.6

6.6

8.19 

28

SEPT.

6.6 

6.6

6.6 

6.8

6.8

6.8 

6.9 

6.9

6.9 

6.7

6.9

6.9

6.7

6.8 

6.7

6.6

6.6

6.5 

6,5

6.4

8.7

11

8.52 

53

DISCHARGE, IN CU8[C FfcET PER SECOND, WATER YEAfi OCTOBER 1964 TO SEPTEMBER 1965

1

£

3

4

5

6

7

e

11

12

H

15

16

L7

16

19

2U

21

22

23

24

2b

2fc

27

2a

2<

30

TJTAL 

MEAN 

MAX

MIN 

CFSf 

IN.

B.I

7.6

7.6

7.b

7.1

to. 5

f>.9

6.7

6.5

b. 3

6.3

6.2

6.1

6.2

o.l

6.3

6.2

6.4

6.3

6,3

(..3

t>.2

D.I

0.2

6.4

11

a. 8

6.9

6 .

11

6.9

b. 9

b.6

= .6

6.6

6.7

6.9

b.S

6.8

7.0

7.0

7.0

7.C

6.9

6. 3

25

17

8.5

7.0

7.0

7.0

7.4

7.L5.8

7.8

25

7.0

6.R

^^~

^53.9 

25

b.«

lu

181

b4

= .7

8.7

3.5

8.5

8.9

174

15

9.C

6.2

7.7

1G

tit 4

8.5

9.C

9.0

3.9

S.I

19

11

8.6

7.6

7.3

7.3

7.5

181

7.8

11

8.4

8.2

8.1

8.0

7.0

7.8

14°

14

11

9.5

9.9

9.5

9.3

9.2

9.2

9.0

8.9

10

12

13

9.7

9.1

8.5

B.4

B.2

a. 3

149

8.2

7.7

7.6

7.7

7.7

7.8

7.8

99

273

502

34

12

9.7

6.5

8.0

S.O

8.0

6.0

8.0

8.0

9,0

46

9.7

8.8

7.7

8.1

 

 

49

16

11

'.1

LI

.11

11

11

10

10

14

9.7

10

9.6

22

9.

B.

7.

a.

a.

8.

12

327

177

15

14

84

21

4

3

7

3

2

11

11

10

9.8

9.0

8.8

8.3

8.2

8.0

8.4

8.3

9.2

8.4

8.2

8.0

8.0

7.9

7.9

8.2

P. 2

8.2

8.1

8.1

7.9

7.9

T.6

7.6

7.2

7.1

r.o

6.3

6,9

7.0

6.9

6.9

7.0

36

13

11

22

30

14

10

8.8

8.1

8.0

8.2

14

11

9.0

8.5

7.4

7.4

7.2

7.3

7.3

7.5

7.1

7.1

7.2

7.3

7.4

8.8

7.R

7.6

7.5

7.4

7.4

7.4

7.2

7,3

7.B

7.5

7.A

7.4

7.4

7.2

7.0

7.0

9.7

.40 IN

6.0

6.9

6.7

6.7

6.9

6.7

6.5

6.5

6.5

6.4

6.5

6.5

6.5

6.4

6.2

6.2

6.3

6.3

6.3

6.6

6.3

6.8

6.4

6.5

6.4

6.3

6.3

6.1

6.9

18.96

6.3

6.4

6.4

6.5

6.5

6.7

7.1

6.6

6.5

6.5

6.6

6.6

6.5

6.5

6.5

6.5

6,5

6.5

6.6

6.6

6.7

6.9

6.5

6.5

7.9

8.4

6.9

6,6

8.4

6.7

6.7

6.9

6.9

6.9

6.9

6.9

6.9

6.9

8.2

7.1

6.7

6.7

6.7

6.5

6.5

6.5

6.6

6,4

7.1

7.0

6.4

6.4

6.3

6.1

6.1

6.1

6.4

6.72 

B.2

6.1
YAZOO RIVER BASIN

Drainage area. --1 .54.5 

Records available. --P

Ga£e.'-Wat^r--tage reorder. Datum of gage is at me an ?sa le-'el, dPtum of 1929 with 1941 Alluvial

Vallej and 1944 Birmingham furinth eupnlerentar-y adjustments, U.S. C'ast and Geodetic Surrey

(]s-'als by rvrps :<f Fngineer-sl . F"1nr> t,, -.et. 1, ] 95 p , at 1atum ?m.43 ft iti, FH i-pan sea le'rel .

Extreme^.--Maximums = nd minlimims (content? in acre-fe^t, elevation in feet) f~'r> t,h~ water years 

19C1-65 are .--untaiied in t!-° f oil < i-ing; table;

Water 

year

1961 

1962 

1963 

1964 

1965

Max in

Date

Apr. 

Apr. 

May 

May 

Apr,

18-19, 1961 

16. 1962 

31 , June 1 

11, 19R4 

8-10, 1965

CContents

95t. ,300" 

1 ,?35,300 

359.700 

976,70U 

958,300

Elevation

Jan.

1. 1961

2. 1961

?9, 30, ]913

Contents Elevation

Remarks .--Reservoir is for^el by hydraulic-fill earth darn, with concrete splllwy and tut let tunnel 

on "opposite ends . f dam. Storage beeran Aup-. 26, 1939; dam ^^rapleted "ug. 1, 1940. Capacity, 

1,569,900 acre-ft at elevation 281.4 ft (i?r.st of spillway), nf which aboat 1,473,000 acre-ft is 

availably for flood-control stjrage and aKnt cil,tPO acrt ft is permanent st 'rage which will be 

maintained for incidental reci>qtj i ml pi^p. =^s at elevation 234.4 ft (15 ft ab'-'ve 5:11 r>f , utlet 

tunnel). Water below novation '?19.i ft ca^iut |-e withdriffl through outlet tunnel . Plpures given 

herein represent total content?. Reser oil used only far flood control.

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1 

2

3

4

6

7

8

9

10

11

12

13

14

15

16

17

18

19

21

22

23

27 

28

29

30

(t)

(*)

OCT.

139 a

139. S

138. 7

138 1

144 4

148.7 

152.9

158.1

164.1

169.4

173.4

175. U

174.1

173.2

172. E

170.7

169.2

166.2

162.8

160.5

158.4

15b . 2

154.2

149.4 

147.2

148 .3

149.1

239.50

+173

175.0

157.8

NOV. | DEC.

151. e

153.5

154. Z

157.0 

57.3

59.1

62.0

62.9

64.6

66.4

167.8

1^9 .2

172.6

175.4

177.7

181.5

186.1

187.6

190.0

191. C

192. d

192.6 

191.2

191.2

19U.5

?42.28

+675

192.9

150.9

189 e

:87.4

184.8

174.5

171 .0

166.5

iei.2

159.9

156.8

154.6

: "52 . 6

149.6

146.6

143.8

140.3

134.5

131.4

128.7

126.3

12J. 4

llB.b 

115.9

111.5

116.4

237.17

-Ijl3o

190.6

114.5

JAN.

136.2

152,6

162 5

162. a

159.6

1E6.2

153.1

149.6

146.4

143.4

140.5

137.1

134.6

132.3

130.5

124.8

123. U

121.4

119.2

ne.i

112.7 

111 .5

llo.l

103.1

236.04

-205

167 0

FEB.

108.4

109,9

110 . 6

114.6

HE. 4

120.1

124.6

127.4

128.2

123.6

128.7

128.0

127.1

127.4

129.8

167.1

204.5

257.8

306.0

333.0

358.2 

367.5

______

 

251 .53

+4,752

367.5

MAR.

385.7

397.6

401.0

477. U

524.9

591 .7

631.7

64E.7

648.7

650.8

654.1

656.4

654.1

651.8

652.4

659.1

662. £

667.3

669.0

668.3

663.5

669.0

E73.5

701.1

264.63

J-6,525

747.2

APR.

825.3

841.1

857.2

875.4

677 .8

881 .3

887.0

890.7

910.2

929.1

942.1

946.7

949.6

956.3

956.3

945.8

942.5

938.3

933.3

928.7

923.2 

920.0

916.7

910.6

268.06

+2,240

956 3

MAY

904 .I

898 4

093.9

b79.3

876. E

874.2

869.8

865.1

860.0

855.2

R49.3

843.8

836.4

828.4

824.5

812.6

808 . 0

806.1

800.4

794.1

791 .1 

786.6

781.4

776.3

264.5U

-2,248

906.9

JUNE

761.4

755.9

751.5

731 5

727.2

724.8

719.8

715.6

712.8

707.8

704.3

699.7

694.8

689. y

685.1

676.6

671.4

665.9

661.5

656.4

645.7 

640.1

634.0

628.0

260.35

-2,430

766.1

JULY

612.4

609.5

603.0

580.9

575.2

see. 8

562.2

555.8

550.6

545.1

S39.3

539.3

533.3

530.2

525.2

514.4

508.5

503.2

197.8

491.8

185.6 

178.5

473.9

469.3

254.94

-2,656

622.5

AUG.

453.9

44'5 . J

443.3

435 8

425.4

42O . 3

414.7

409.3

405.0

400 . 7

394.6

390.4

385 2

380 . 5

376.1

370.6

361.6

356.1

351.6

346.6

341.6

333.0 

327.9

323 . 2

318.9

248.89

-2,420

458.6

SEPT.

305 . 3

301.5

299.0

293.5

£91.?

288. U

284.5

280.8

276.7

272.8

26H.3

266.4

263.1

258.0

254.0

249.5

245.4

236.5

£32.6

229.3

225.4

221.0

213.1 

2U9.2

205. E

201 ,fl

-1,901

309.8

201. H

CALENDAR YEAR I960 

WATER YEAR 1960-61

t Elevation, in : 

* Change In cont<

at 24OO hours jn la=t day o 

equivalent in r-ubic feet'p»
CONTENTS, III THOUSANT'S OF ArRE-FEET, AT JBOU HOUhj, VvATEfi

1B3.S 

ISO. 7 

177.3 

174.2 

171.0

167.6

164.4

161.2

158.7

154.4

150.9

147.9

144.6

141.4

137.9

123 9

122.3

121.5

119.0

118.9

121.0

 TUBER lati TO ^EPTEMBEE i9b£

JULY

1,103.6

1,106.9

1,108.3

1,109.7

1,107.5
316 YAZOO RIVER BASIN

7-2720. Sardls Reservoir near Sardls, Miss.--Continued

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

Z

3

5

6

7

8

9

10

12 

13

14

15

16

17

18

19

20 

21

22 

23

25

26

28

29

30

(t)

(*)

MAX

WIN

OCT.

205.9

202.7

199.3

196.4

192.9

189.6

186.7

183.5

180.6

177.4

171.2 

168.4

165.4

162.4

161.0

159.6

158.1

156.8

155.2

152.5 

145.1

136.3

134.5

131.4

129.4

127.5

237.43

-1,352

£05.9

125.4

NOV.

125.0

122.8

121 .8

120.0

119.4

119.2

118.2

117.2

115.8

114.6

112.1 

111.3

110.8

110.4

109.7

109.2

108.7

108.4

108.8

109.7 

111.6

113.6

114.4

115.6

116.7

116.6

236.81

-119

125.0

108.4

DEC.

117.0

117.2

117.6

118.1

118.3

118.5

118.6

118.6

119.0

119.4

132.9 

139.1

147.8

157.6

161.4

165.1

167.0

167.1

165.4

159.5

155.2

153.3

50.5

49.4

48.6

239.21

+400

IbT.l

117.0

JAN.

145.6

144.2

142.3

14E.2

139.5

137.9

138.3

138.1

142.0

146.0

174.5 

181.0

185.9

189.4

191.1

191.2

190.9

190.8

187.7

185.9

183.6

182.4

182.0

180.7

178.8

241.36

+490

191.2

137.9

FEB.

176.4

175.4

174.1

172.9

171.5

169.6

169.7

170.2

172.8

173.8

173.2 

171.9

172.0

172.6

177.7

183.2

197.4

206.8

211.7

215.6

214.1

212.4

209.7

208 2

 

24,3.31

+528

215.8

169.6

MAR.

206.6

205.5

210.2

211.9

241.3

262.9

293.3

315.9

329.0

338.7

3 3.2 

36.6

3 6.6

3 0.9

398.9

457.5

500.0

517.3

522.9

521.4

522. 3

521.7

551.2

565.4

572.0

258.70

+5,920

572.0

205.5

APR.

570.1

566.9

564.7

566.3

573.6

589.4

616.6

658.1

682.0

692.3

696.2

699.0

712.0

725.5

757.7

761.7

761.7

759.6

755.9 

752.6

759.6

795.9

823.4

884.2

913.6

937.0

C68.82

+6,172

937.0

564.7

MAY

935.4

945.8

950.4

956.3

961.7

963.8

965.5

966.4

966.8

973.7

97E.3 

974.1

971.1

968.5

965.1

962.1

958.8

955.0

951.3

947.9

939.6

932.4

929.1

914.7

909.4

902.1

267.70

-748

976.7

895.6

JUNE

890.7

884.2

877.8

871.8

865.1

859.2

852.5

845.8

838.7

832.2

823.0 

817.2

BIG. 7

804.9

798.9

793.0

786.2

779.5

772.8 

765.0

752.5

739.5

732.2

718.8

712.8

709.2

262.79

-3,112

890.7

709.2

JULY

703.9

702.9

697.9

694.4

689.9

684.4

677.9

671.1

666.3

660.8

656.1 

655.1

659.8

662.5

657.4

653.4

648.4

642.4

636.7 

630.4

617.6

603.0

596.5

585.0

578.0

573.3

258.47

-2,331

703.9

567.9

AUG.

561.5

554.9

548.5

542.1

535.7

529.1

522.3

515.5

508.2

500.6

488.4 

483.6

477.9

472.0

476.2

481.9

488.4

488.4

484.7 

479.0

471.5 

464.9

448.7

439.6

418.0

415.7

408.1

252.43

-2,751

561.3

400.2

SEPT.

392.4

384.0

375.3

369.0

359.4

550.9

342.7

336.2

326.8

318.7

309.8 

302.1

29d.5

284.7

276.5

268.5

264.4

263.9

264.3 

265.6

266.2 

267.0

268.0

2b8.7

277.1

288.2

292.5

248 .08

-1,675

392.4

263.9

WATER YEAR 1963-64. ................... * +121

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 080u HOURS, WATER YEAR OCTOBER 1M64 TO SEPTEMBER 19b5

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

MIN

OCT.

296.4

299.6

303.6

306.0

307.5

306.2

304.5

302.5

300.5

298.4

296.0

293.3

290.6

288.2

286.1

284.3

280.6

275.0

268.7

262.1

254.9

249.5

243.3

236.3

228.7

222.0

214.9

208.0

205.8

203.4

'^

242.64

-1,604

307.5

199.5

NOV.

194.7

190.3

185.8

181.4

176.4

171.8

167.3

163. a

159.8

155.8

151.7

147.6

144.0

140.6

136.3

133.2

130.3

127.7

127.4

128.8

130.5

132.2

134.0

134.3

133.2

131.4

129.2

128.7

130.2

132.0

238.18

-1,059

194.7

127.4

DEC.

133.4

133.7

141.5

171.0

200.2

235.1

262.1

276.5

282.2

284.1

292.7

306.6

321.7

339.6

349.7

352.5

352 0

350.6

346.1

341.2

337.8

333. .7

329.2

324.0

320.6

318.2

316.5

316.5

316.5

315.6

248.82

+2,882

352.5

133.4

JAN.

309.1

303.8

301.1

298.5

297.5

298.5

298.3

296.2

293.1

301 . 7

313.3

337.4

359.7

374.8

379.1

379.6

379.9

378.7

377.4

374.5

370.4

364.8

359.5

354.6

350.1

343.8

339.7

335.1

330.6

326.0

321.4

249.13

+107

379.9

293.1

FEB.

314.6

309.5

303.6

297.3

291.1

285.6

280.8

275.4

275.2

296.7

333.1

384.5

438.3

485.1

511.3

524.6

532.0

533.2

533.2

533.2

531.4

529.9

528.1

525.5

524.9

530.2

545.6

553.9

___ -

 

258.30

+4 , 348

553.9

275.2

MAR.

559.1

566.9

583.3

604.4

615.1

622.4

624,0

622.3

623.3

623.0

622.4

621.4

619.4

618.4

617.4

616.1

615.1

611.5

613.5

610.2

610.9

613.2

610.6

608.0

612.5

659.4

718.6

784.2

822.4

856.2

268.04

+5,650

885.3

559.1

APR.

313.7

928.2

939.3

943.5

949.8

953.7

957.0

95d.3

958.3

958.3

957.5

954.5

952.4

948.1

941.8

935.2

929.8

923.6

917.0

911.3

905.1

898.6

892.2

885.7

873 . 3

872.1

864.9

858.2

850.8

844.1

266.37

-1,116

958.3

844.1

MAY

837.5

830.1

822.8

815.9

808 . 7

801.9

794.4

788.0

780.5

772.7

765.7

759.4

753.1

746.6

737.9

731.1

726.4

721.4

716.1

710.. 1

705.9

701.0

697.2

694.1

689.9

685.4

680.9

677.1

673.0

668.6 

663.5

261.43

-2,918

837.5

663.5

JUNE

659.1

653.6

648.5

643.5

638.8

633. t

628.6

623.7

619.1

614.5

609 . 9

605.7

601.2

596.4

593.2

589.7

585.5

581.4

576.9

572.2

566.9

561.9

557.0

552.0

547.4

542.5

537.4

533.2

528.4

523.7

256.99

-2,373

659.1

523.7

JULY

518.9

514.2

509 . 6

504.6

499.7

4y£.l

490.5

486.8

482.6

477.0

471.9

467.8

461.9

456.2

449.9

444.3

438.6

433.0

428.2

423.0

417.5

411.8

406.1

401.3

398.5

395.3

392.3

389.8

387.0

384.3 

380.9

251.79

-2,280

518.9

380.9

AUG.

377.4

374.5

371.6

368.7

365.8

362.9

360.5

362.2

361.2

359.5

357.4

355.0

352.4

349.6

346.6

344.3

341.5

338.5

335.7

333.1

330.0

326.9

324.2

322. 0

319.9

317.2

314.9

312.9

313.1

311.4

"

248.69

-1,156

377.4

309.3

SEPT.

307.0

305.3

503.0

300.6

297.9

295.6

293.1

290.6

288.0

285.8

284.6

283.6

285.2

285.2

283.8

282.2

2B0.2

278.0

275.8

273.4

271.1

268.7

267.0

265.5

263.0

260.3

258.1

255.8

253.3

251.1

245.71

-992

307.0

251.1

t Elevation, In feet, at 2400 hour 

* Change in contents, equivalent 1

n last day of 

ublo feet per
YAZOO RIVER BASIN 317

7-2725. Tallahatchie River at Sardis Dam, near 3ardis, Miss.

Location.--Lat 34°S3'57", long 89°47'10", in £li£ sec.12, T.8 3., R.6 W., Chickasaw meridian, in gatehouse of Sardis Dam, ?| miles southeast of Sardis and 25.7 miles upstream from head of PanolaQuitman Flood-way.

Drainage area. 1,545 sq mi.

Records available. January 1940 to September 1965.

Gage. Water-stage recorder. Datum of gage is at mean sea level, datum of 1929 with 1941 Alluvial 

Valley and 1944 Birmingham-Corinth supplementary adjustments, U.S. Coast and Geodetic Survey 

(levels by Corps of Engineers). Prior to Jan. I, 1948, at site 300 ft downstream at datum 194.43 

ft above mean sea level. Jan. 1, 1948, to Sept. 30, 1958, at present site at datum 219.43 ft 

above mean sea level.

Average discharge. 25 years, 2,242 cfs (unadjusted).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961 

1962 

1963 

1964 

1965

Date

May 16, 1961 

Apr. 19, 1962 

Oct. 25, 1962 

Sept. 16, 1964 

Apr. 15-14, 1965

Maximum

Discharge 

(cfs}

4,610 

4,570 

3,970 

4,5OO 

4,300

Gage height 

(feet)

:

Date

At times 

do . 

do.

d:>.

Minimum

Discharge 

(cfs)

5 

5

5

Gage height 

(feet)

\

1940-65- Maximum discharge, 5,780 cfs June 24, 1&4R; no flow at times in each year prijr to 

1959.

Remarks. Records good. Plow completely regulated by Sardis Reservoir (see station 7-2720).

Cooperation. Gage-height record, 45 discharge measurements, and ^'imputations of daily discharge furnished by Corps of Engineers; records reviewed by Geological Survey.

Revisions (water years). WSP 1147: 1946(M). WSP 1711. 1942 (M).

DISCHARGE, IN CUbIC FfcET PER SECOND, W4TE1 YEAS OCTOBER 1960 TO SEPTEMBER 1961

i

3

5 

6

8 

9 

10

11 

12 

13 

14 

15

16

is

19

20

22 

23 

24

27

28

30

TOTAL

ME4N

MIN 

(t)

706 

705

414

15 

15 

624

1,330 

1,340 

1,340 

1,340 

1,340

1,340

1,790 

1,780

1,760 

1,750 

1,740

1,710 

567

15

1,033

15

+ 173

15

15

15

15 

15 

15

15 

15 

15 

15 

15

15

15 

15

15 

15 

15

070 

070

070

2U4

15

+675

1,560 

1 .870

1,840

2,910 

2,860 

2,820

2,780 

2,7t>0 

2,720

2,700 

2,670

2,54C 

2,500

2,430 

2.390 

2,360

2.240 

2,210

1,870

2,322

1,070 

-1,130

1,630

2,080

2,750

2,700 

2,460 

2,610

2,580 

2,540 

2,510 

2,470 

2,430

2,300 

2,260

2,200 

2,180 

2,170

1,700 

1,500

1,220

2,203

1,000 

-205

,000 

,010

,010

,020 

,030 

,040

,060 

,070 

,U70 

,410 

,580

1,590 

693

15 

15 

15

15 

15

LjEEiL

838

15

+4,752

15 

1.280

15

lt> 

15 

313

995

997 

1,520 

1,930 

2,520

2,810 

2,811,

2,820 

2,830 

2.8JL

2.82U 

2,850

15

"

1,689

15 

+6,525

880 MI 

600 MI

 ,.

15

15 

15

15 

15 

15

15 

15

15 

15 

15

2.850 

3,180

5,170 

3,160 

3,160

3,150 

3,140

3,130

1,300

15

+2,240

N 15 1 

N 15 1

MAY

3,120

3,100 

3,100

2,800 

3.09C 

3,090

3.0BC 

3,080 

3,070 

3,070 

3, SIC

3,030 

3,020

3,010 

3,010 

3,000

2.99C 

2,980

2,970

3,179

2,800

-2,248

+534 

+81.6

2,950

2,930

2,910

2,910 

2,900

2,900 

2,890 

2,890 

2,880 

2,880

2,850 

2,850

2,830 

2,820 

2,820

3,200 

3,390

3,370

2,943

2,800 

-2,430

3.340

*.310

3,280 

3,270 

3,250

3,240 

3,230 

3,220 

3,210 

2,890

3,170 

3,160

3,140 

3,130 

3,110

3,080 

3,070

3,050

3,139

2,630 

-2,656

3,020

2,960 

2,940 

2,930

2,920 

2,910 

2,890 

2,830 

2,860

2,810 

?,790

2,770 

2,750 

2,740

2,700 

2,680

2,650

2,811

2,470

-2,420

SEPT

2,610

2,400

2,550 

2,540 

2,520

2,510 

2,500 

2,370 

2,240 

2,450

2,400 

2,380 

2,360

2,320 

2,310 

2,290

2,230 

2,210

2,170

72.0BO 

2,403

2,170 

-1,901

t Change in contents, equivalent in cubic feet cond, in Sardis
Tallahstehl^ Riv«r at oardis Pam, near Sardis , Miss.--Continued
YA200 RIVER BASIN 

Tallahatchie River at Sardis Dam, near Sardis, Miss.--Continued

1

3

7

h

11

12

13

15 

It

11

18 

IS

21

22

n

30

>(«X

«ir>j

1,3-JO

1,370

1.B3L

l.Blb 

1,300

1.7BC 

l,7oO 

l,75C

1,020

1,020 

1,010

l.olo

1,010

1.24G

1,240

1,2^0

1,220

1,010

1,20,'

lilh..

1 , U r

1,1 »n 

JoJ

'XtS

331

334

335 

335

33b

1,210 

3.-0

337

337

5 2o

15 

15

15 

57d 

1,750

1,730

l,70u 

l,e>3U

1,670

1,750 

15

1,0*0

l,t,20

1 ,S50

1 ,71o

1,04 U 

1.B40

1,820

l.tilu

1,810 

1,810

1,790

1,620

l,77u

1,7(>0 

1 ,760

1,770

1,770

1,820 

1,870

1,920

1,920

1,910 

1,910

1,900

1,930 

1,760

1, 15J

IS 

15

15 

15

lilac

15

15 

15

15

2,620

2,610

2,610 

1,350

15 

716

15

2,690

2,680 

2,£<50

1,080 

15

15 

15

2,360 

2,860

15 

15

2,920 

2,920

2,910

15

15 

15

15 

15 

15

2,920 

15

15

15 

15

15 

15

15 

15

884 

2,130

2,120 

2,120

2,120

3.720 

3,720

15

3,700

3,690 

3,680

3,670 

3,660

3,650 

3,6*0

3,630

3,580 

3,570

3,560 

3,550

3,240 

2,870

2,870

2,860

3,470 

3,460

3,450 

3,440

3,430 

3,420

3,400 

3,010

3,860 

3,850

3,820 

3,810

3,710 

3,700

3,880 

2,860

3,670

3,640 

3.630

3,780 

3,880

3.860 

3,840

3,810 

3,000

15 

1,840 

3,850

4,080 

4,280

,280 

,250 

,220

4,380 

15

SEPT.

4,150

4,120 

4,090

4,010 

3,970

4,220 

4.310

1,620 

4,230

2,430 

15 

15

15 

15

15

15

15

15 

15 

15

2,181 

15

equivalent in cubic feet per second, In Sardis Reservoir.

GE, lii OUBK FtET PES SECOND, WATtC YEAR OCTOBER 1964 TO SEPTEMBER 1965

C..Y

J

4

7

9 

10

u

12 

13 

14

16

19

21

22 

23

21 

25

27

2S

31

MAX

C + >

15 

15

! >

1,210

Uilu

1.S7C 

1,570

1,560 

1.5.&C 

l,55o

2,880

3,bCC 

3,770

3,9uO 

3.B1U

3,920 

t,030

1 ,690

2,«5C

4,030

-1,604

2,820

2, 74L

t,660

2,bSO

2,510

2,430 

2,400 

2,3t>L

2.15U

1,020

1.5UU

1,590

1,600

£.,27C

2.26C

l.bOO

2,860

-1,059

2,070 

2,200

15

15

2,1-»0 

2.14C

15 

15

1,180

3,500

t,l6C 

4,140

4,100

-»,OdO4.0<;0 

4,010

4.010

3,yyo

4,17o

+2,882

3,^70 

3,950

3,920

3,910 

3,240 

15

15 

15 

883

2,370

2,360 

3,600

4,240

,130 

,110

,070

,030

4,260

+107

4,000 

3,970

3,920

3,020 

80 

15

15 

15 

15

15

2,630 

2,630

2,630

2,630

2,650

 

4,000

+4,348

MAR.

2,670 

2,680

2,740

2,770 

2,760 

2,760

2,760 

2,760

3,160

3,050 

3,340

3,330

15 

15

15

15

3,340

+5,650

15 

15

3,080

3,100 

3,100 

3,100

4,300 

4,300

4,280

4,270 

4,260

4,250

4,210

4,200

4, 180

4,300

-1,116

4, 160

4,160

4,140

4,100 

4,080 

4,070

4,040 

4,030

4,010

3,990 

3,980

2,860

2.84C

2,840

2,830

2,820

4,160

-2,918

2,810

2,800

2,790

2,760 

2,760 

2,750

2,730 

2,730

2,720

2,700 

2,700

2,680

2.640 

2,640

2,620

2,810

-2,373

2,610

2,600

2,590

2,560 

2,920 

3,080 

3,070

3,060

3.040 

3,020

3,000

2,970 

2,960

2,940

1,690

1,690 

1.680

1,680

1,670

3,080

-2,280

1,670 

1,660

1,660

1,650 

1,650 

1,650 

1,650

1,640

1,640 

1,640

1,630

1,620 

1.620

1,610 

1,600

1,600

1,590 

1,590

1.590

1.580

1.670

-1,156

SEPT

1,580 

1,580

1,570

1,560 

1,560 

1,550 

1,550

505

973 

1,550

1.S40

1.540 

1,530

1,530 

1,520

1,520 

1.510

1,510 

1,510

1,500

1.580

-992

7C7 ME.AN 2,335 MAX 4,380 MIN 15 t +226

*dS M;if. 2,519 MAX 4,300 MIN 15 t -63.£

equivalent in cubic feet per second, in Sardis Resel
YAZOO RIVER BASIN

7-S740. Yoeona River near Oxford, Miss.

Location. Lat 34°16'23", long 89°31'll", in SE^HWj sec.28, T.9 S., R.3 W., Chickasaw meridian, near 

left bank on downstream side of pier of bridge on State Highway 7, ij miles downstream from Burney 

Branch, 6 miles south of Oxford, and at mile 42.3.

Drainage area.--262 sq mi.

Records available.--October 1951 to September 1965 in reports of Geological Survey. May 1946 to 

September 1951 in reports of Corps of Engineers, Vicksburg district.

Gage.--Digital water-stage recorder. Datum of gage is 272.20 ft above mean sea level, datum of Id29, 

supplementary adjustment of 1944. prior to June 24, 1964, graphic water-stage recorder at same 

site and datum.

Average discharge.--19 years (1946-65), 367 cfs.

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height, in feet). 

Annual maximum discharge (*) and peak discharges above base (8,000 efs), water years 1961-65

Date

Feb. 22, 1961

Dec. 18, 1961

Time

0400

2000

Discharge

* 7,600

8,200

Gage 

height

21.10

21.32

Date

Apr. 12, 1962

Apr. 29, 1963

Time

0200

0900

Discharge

* 27,900

* 8,070

Gage 

height

23.11

21.28

Date

Mar. 15, 1964

Feb. 11, 1965

Time

2300

2315

Discharge

* 9,500

* 5,500

Gage 

height

21.60

18.49

Annual minimum discharge, water ye

hater year

1961 

1962 

1963

Date

Sept. 26, 1961 

Oct. 20, 21, 27, 1961 

'Sept. 26, 1963

Discharge

15 

13 

15

Water year

1964 

1965

Date

Sept. 26, 27, 1964 

Aug. 4-6, 1965

Discharge

12 

a 11

1946-65: Maximum discharge, 44,100 cfs Mar. 21, 1955 (gage height, 23.72 ft), from rating 

curve extended above 22,000 cfs by logarithmic plotting; minimum, 4.4 cfs Sept. 14, 1954.

Remarks. Records fair.

DISUHAKfaE, IN CUBIC FLET PER SECOND, YEAR t'CTOBEP LSM. TT SEPTEMBER ntl

1

7

d

IG 

11

13

14

17

1-

fl

2* 

26

rttflh

Mil,

C F J 4

24

2. 

I-f

lit.

ij^ 

141

3t 

3>

24

32

2b

^3

23 

ii 

i<t

64..'

1^

31

27

25

,4

1-,!,

1.2

41

It?

.r

ba

T> 

72

55 

ib

*M^

.2i

48 

48

53

Ufc

114 

74

o2

54

71

OB 

56

56

5fr 

l,r5C 

lltiL

. S4

Ito7.<

516

2Cfl

140 

119

Iu7 

112

1^6

33£

237

117

K2

86

5

1. 7

2«H I'J

1L1

157

11;

<;s

1-2

l,°~ -

7,100

2,170 

1,35^

8C 1!

47:

1,42%

b-' 

4,45

1,0' ,.

5U 

il^

7H

4r ? 

5C7

Jt3

6f«

li!2'.'

^ 

1^6

_', 74'.

3,140 

3, y7u

Ivt

4.^0

3.24C

C20 

551

32*

4^6

l,t3C 

1.2CO

23]

172

1*5

124

117 

11?

169

124 l'"l

-.1

91 

2.15

1*8

107

«5

406

551

23S

fl3

15P

6C

6f

65

53

315

123 

71

17*>

413 

.be

41

4C

45 

5^

67 

11'

SI

58

3=1

64

4^ 

35

32

34

27 

26

Sl.fr

26 

.2C

25

2'+ 

23

23 

43

2=>

28

51

5«

41

3:

3i

32 

21 

24

34. 1

.11

23

1° 

21

31 

74

31 

21

1R 

I"

?0

37

IP

1" 

IS

49

52

21

18 

19

23.2

17

53

24 

IS

44

3B 

24

22

'3

Ji

18

17

16 

16 

16

15

16 

16 

16

25.5

1R

.1C
YAZOO RIVER BASIN

7-2740. Yocona River near Oxford, Miss.--Continued

DISCHARGE, I.I CUBIC FbET PER SECOND, WATES YEAP OCTOBER 19ol TO SEPTEMBER 1162

1

2

4 

5

7

b 

9

1 

i

4 

5

7

9 

0

I

A

5

6 

7 

8

9 

0 

I

MAX 

MIN 

CFSM 

IN.

41

26 

22

21

18

17

17

le 

16

15

16

* 

3 

4

4

5

13

.07 

.08

71 

272

*3

8C5 

1,1*0

800

1* 

1.77 

1.^7

30 

106

1,110

*,17C

1,150

BO 

5.09 

6.5£

5,220

95 B

1.280

732

334 

5.71

6.58

an

21*

1*1 

3.37 

3.51

28;

I, SCO

182

425

160 

1.96 

2.26

1,360

853

2C8 

181

189

5,40 

6.02

ICO

P5

7 ^

45 

43

33

24°

.*?

15f,

58

182

42

392

_____

1.85 

2.06

106

B3

6*

40

33

258 

5<f

B2

.36 

.42

1"6

111

38

34 

31

76

21 

21

IK 

18

18

18 

45

41

26

20

.13

.15

20 

21

IT

15

15

335

IC1 

122

29 

26

24

21 

23

32

28

?8

.16 

.18

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

2 

3 

4

6

8 

3

11

12 

13

15 

16

18 

19

20

21

22 

23 

24

25 

26

30

MAX 

MIN

IN.

21

22 

23

22

23 

42

26 

26

96

41 

32

26 

25

26

21

.13

24

24 

25

89

36 

31

60 

60

49

37 

34

39 

41

34

24

.17

33

32 

31

26

32

33 

33

101

76 

63

«6 

123

76

26

.23

45

45 

45

57

41

44

*5

42 

3*

36 

42

75

34

.21

88

65 

55

225

83

297 

309

86 

84

79 

75

 

55

.55

879

565 

309

3, 1«

739

2P5 

182

98 

91

87

95 

103

64

61

2.67

252

297. 

1*9

87

71

60

54

48 

53 

81

45 

40

539 

636

3,910

40

2.50

360

119

84 

73

6C

54

51

45

37 

35 

33

33

8* 

4f,2

1C 2

32

.72

31

26

2* 

23

21

21

20

18

*1 

33 

57

11"

*4 

31

45

18

.18

26

24

43 

52

20

17 

163

2,700

T71 

663 

728

139

94 

161

804

17

2.31

120 

78

56

97

80

41

120 

398

81 

50

28 

26 

26

30

23 

22

29

20

.35

SEPT.

28 

7*

71

31 

25

25

*1

?5

33 

26

23 

23 

20

18 

17

16 

16

17

887

75 

16

.13

WAT YR 1963: TOTAL 71,503
YAZOO RIVER BASIN 

7-2740. Yoeona River near Oxford, Miss. Continued

1 

?

5

7

10

11 

1?

14

16

1«

21

24

25

27 

28 

Z-i

31

MAX 

WIN 

CFSM

Id 

13

17

l(j

IT

15 

14

1*

13

13

It 

If

17

1* 

It 

15

15

.On

la

1°,

i:

li

15

16 

15

19

10

1«

27

15

20

14

It 

14 

li

"

2. 

3-

7Z 

26

1,130 

1,:>1C

lot

t>2

5t

as

6 =

126 

lOb 

63

13 

.7C

53

5 a

584 

2, L3C 

1.1BC

1, Jit

152

na

25?

131 

314

192 

Bl 

88

1.35

FED

11' 

117

Ibl 

,7,

305 

14 = 

Iu7

1.5CO

1,140

4,7

137

120

116 

155

1.52

M6 "'

1,5 = 3

"275

!';;;

1.L7-. 

1,11. 

1 , 2°'J

;::;:

7S4

?52

l^C 

6-2

1,?4C

750

5.5*.

?2t

2 , 5<",C 

6,h5C

1,380 

70C 

3*4

665

318

235

894

4,581

5.42

MAY

 

32r

32f 

1"3

137 

224 

26 1;

138

«3

60

60

57 

58

44

.55

5"

32

27 

26 

25

26

22

18

18 

17

25

23

18

814 

.1C

JULY

150

35 

27

28 

28

1,430 

ftir

127

51

78 

6C

42

34 

1C1

5,073

25 

20

17 

18 

17

18 

16

17 

247

45

25

24 

23

20

?0 

la

le

1,453

17

.IS

SEPT

17

16 

16

IS 

15 

14

14 

14 

13

13 

13

13

16

14

14 

14

13 

11

14 

23-D

709 

26.6

12

.10

DISCHARGE, IN CUBIC FFET PER SECUNB, WATER YEAH OCTOBER 1964 TO SEPTEMBER 1=65

1 

2 

3

5 

t

e

£ 

i

5 

7

1

7

e

0

ME4N

M1N 

CFiM

IN.

33 

25

28

16

If

47

32

Id 

16

14

14

18 

48

24.5

14

 U 3

.11

21

15

2>,

5G

25

22 

£2

450

245 

K"5

91

147

762

4^2

145

\l

163 

lie

85

l,^5C

202

17%

15C 

131

Id7

118

343

72

1.51

66 

115

516

'^48

131

104

56 

114

357

93

78

i8<3

66

78

B3

1.57C

4.59C

313

215

2C1 

1EO

344

651

?5d

63

1,950 

3,150

2ft3

51 i

731

2 = 4

20J

2C1

1,0^0

1,083

103

f,82u fr

1,130

21 C

165

I5f

113

33

78

73

61

22°

61

IN 12 

IN li

58

s

:?

36

32

28

47

II

36

74

39

1,634 

52.7

26

.-2 L3

CFSM 

CFSM 1

JUNE

29 

22

19 

17

17

35

83

91 

3%6

2^

23 

23

45

31

22

19

48.9

17

.44 IN 

.C2 IN

18

18

18 

3C

18

16 

15

15

14

13 

13

19

?r

16

18,0

13

.C8

19.6C 

13.7"!

14 

1211 11

11

38

15 

17

15

14

13

13

30

103

26

24.5

11

U

14

14 

14

14

13 

13

140 

76

18 

15

15

14

14

20

IS

42

25. f

13

.11
YAZCin RIVER BASIN 323

7-2745. Enid Reservoir near Enid, Miss.

Location.--Lat 34°09'29", long 89°54'14", in NE-j sec.2, T.ll S. , R.7 ¥. , Chlckasaw meridian, in gatehouse of dam on Yocona River, 0.8 mile upstream from U.S. Highway 51, 2f miles upstream from Illinois Central Railroad bridge, 3£ miles northeast of Enid, and 13f miles upstream from mouth of

Yocona River.

Drainage area.--560 sq mi.

Records available.--July 1951 to September 1965.

Gage.--Water-stage recorder. Datum uf gage is at mean sea level, datum of 1929 with 1941 Alluvial 

Valley and 1944 Birmingham-Corinth supplementary adjustments, U.S. Coast and Geodetic Survey 

(levels by Corps uf Engineers). Prior to May 24, 1952, staff gage at same site. Prior to Oct. 1, 

1958, at datum 200.00 ft above mean sea level.

Extremes.--Maxlmums and minimums (contents in acre-feet, elevation in feet) for the water years 

1961-65 are contained in the following table;

Water

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

Apr. 13, 1961 

Apr. 15, 1962 

July 2S, 1963 

May 11, 1964 

Apr. 6, 1965

Contents

434,100 

602,200 

228,400 

402,900 

321,700

Elevation

258.79 

265.87 

247.27 

257.28 

253.02

Minimum

Date

Dec. 9, 1960 

Nov. 12, 1961 

Nov. 7, 1962 

Dec. 31, 1963 

Dec. 3, 1964

Contents

55,900 

47,300 

28,600 

43,400 

62,100

Elevation

229.71 

228.20 

224.09 

227.45 

230.71

1951-65: Maximum contents, 602,200 acre-ft Apr. 15, 1962 (elevation, 265.87 ft); minimum since 

initial filling nf reservoir to conservation level, 480 acre-ft Sept. 23 to Oct. 7, 1952; minimum

elevation, 207.10 ft Oct. 3-7, 1952.

Remarks.--Reservoir is formed by rolled-fill earth dam with concrete spillway and outlet tunnel.

(Ub ft above sill or outlet tunnel), water oeiow elevation 200. o 11, uannui, ue wj.kiiu.mwii i,u_-uugu 

outlet tunnel. Figures given herein represent total contents. Reservoir used only for flood control.

Cooperation. --Records furnished by Corps of Engineers and reviewed by Geological Survey.

Capacity table 1961-65 (elevatlo

240.0 

24E.O 

244.0 

246.0

In feet,

139,400

160,900

184,600

210,600

239,000

270,000

303,600

254.0

256.0

258.0

260.0

262.0

264.0

266.0

cre-feet)

339,500

377,400

417,600

460,200

505,600

554,100

605,600

CONTENTS, IN ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(t)

(*)

MAX

MIN

OCT.

99,560

97,970

96,540

94,530

93,040

95,370

96,710

98,470

100,700

100,300

99,230

97,890

96,460

94,870

93,200

91,610

90,490

88,900

86,820

85,090

85,040

80,920

78,800

77,250

75,630

73,670

73,090

72,740

73,020

73,020

73,170

232.36

-438

100,700

72,740

NOV.

73,450

73,520

73,670

73,880

73,880

74,030

74,240

74,380

74,740

76,600

77,100

77,680

77,970

78,270

78, SOU

79,180

80,770

80,090

78,

76,t7u

7E,170

73,380

72,090

70,590

69,240

67,560

65,940

64,320

62,770

61,180

------

230.40

-221

80,770

61,180

DEC.

59,600

58,080

57,760

57,570

57,330

56,100

55,980

55,980

55,860

55,920

56,390

57,390

57,950

57,950

58,520

58,710

58,840

59,090

59,160

59 , 350

59,600

59,850

60,040

60,040

60,360

60,490

60,610

60,800

62,260

74,740

78,200

234.80

+515

78,200

55,860

JAN.

96,130

102,700

105,900

106,500

105,800

104,600

103,200

101,700

100,300

98,720

97,130

95,460

93,860

92,320

90,810

89,450

87,940

85,390

82,660

82,060

80,020

78,050

75,670

73,310

70,800

68,030

65,330

62,960

60,490

57,950

57,760

230.02

-554

106,500

57,760

FEB.

57,700

58,140

59,790

60,870

61,250

61,440

62,260

66,140

68,500

69,380

70,390

70,530

70,800

71,020

70,660

70,320

69,850

74,600

85,790

93,040

135,200

166,700

189,300

201,100

203,800

207, 300

208,800

213,100

______

 

246.54

+2,888

213,100

57,700

MAR.

219,500

222,700

225,300

227,100

229,000

235,300

240,700

256,400

275,800

286,800

290,100

292,500

294,600

295,400

295,900

295,900

295,200

295,400

295,900

295,900

299,800

301,000

301 , 400

301,600

301,000

299,500

299,800

307,300

320,900

334,000

360, 300

255.76

+2,516

360,300

219,500

APR.

377,600

384, 700

389,100

393,600

395,800

397,600

398,600

400,000

402,100

404,500

406,800

413,500

423,600

428,000

430,800

431,000

432,200

434,100

434,100

431,400

429,700

427,200

425,100

422,600

420,500

419,900

417,600

415,100

413,500

409,800

 

257.57

+605

434,100

377,600

HAY

408,200

407,200

404, 300

402,100

398,800

398,600

405,300

405,300

408,800

407,800

406,000

404,300

401,900

399,200

397,400

395,800

394,200

391 , 300

389,500

386,300

383,800

381,400

380,000

377,400

374,600

374,000

372,600

370,100

367,600

364,900

362,400

255.12

-786

408,800

362,400

JUNE

359,600

357,100

354,500

351,800

349,600

347,400

346,800

343,800

342,700

341,000

338,600

337,900

336,000

333,100

330,800

328,400

325,700

323,100

320,800

320,000

317,800

315, 300

312,400

310,000

307,500

305,400

302,600

300,000

297,300

294,700

 

251.36

-1,139

359,600

394,700

JULY

291,800

288,700

286,000

283,900

281,100

278,300

282,100

288,900

287,400

284,900

282,200

279,600

278,600

277,100

275,200

278,400

280,100

280,800

278,800

276,100

273,800

271,000

268,500

266,200

264,400

262,600

260,100

258,200

255,500

253,000

250,900

248.67

-707

291,800

250,900

AUO.

248,300

245,600

243,300

240,900

238,000

236,900

234,300

231,900

229,800

227,300

224,700

222,000

219,800

217,200

214,800

213,000

210,600

208,200

205,400

202,800

200,900

198,400

196,200

193,800

191,200

189,100

186,900

184,600

182,400

180,300

177,700

243.31

-1,187

248,300

177,700

SEPT.

175,600

73,100

70,700

69,500

67,300

65,800

64, 700

62,800

160,700

158,500

156,300

154,100

152,000

149,500

147,600

145,200

143,000

140,800

138,500

136,400

134,200

131,900

129,800

127,400

125,800

123,800

121,600

119,500

117,400

115,200

-----

237.37

-1,047

175,600

115,200

CALENDAR YEAR 1960 ..................... * -105

last day of 

blc feet per
YAZOO RIVER BASIN

7-S745. Enid Reservoir near Enid, Miss.--Continued

CONTENTS, IN ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29 

30

31

(t)

t*)

MAX

MIN

OCT.

113,300

111,500

109,600

107,700

105,900

103,800

101,700

99,730

97,720

95,790

93,780

91,930

91 , 050

90,090

89,060

88,020

87,060

86,110

84,860

83,950

'83,720

83,720

83,880

83,950

83,950

84,100

84, 330

83,350

82,360

80*240

233. 23

-558

113,300

80,240

NOT.

79,260

76,390

73,880

71,520

69,510

69,990

67,620

64,320

60,990

56,980

52,790

49,100

48,010

56,680

60,300

69,720

75,030

77,530

79,330

80,550

77,820

74,600

82,130

98,720

103,400

106,900

109,100

107,300

103,800

100,500

235.55

+309

109,100

48,010

DEC.

96,710

92,400

88,180

84,030

79,940

75,310

70,870

66,270

61,690

78,200

88,900

116,400

136,700

147,600

153,100

156,000

168,400

201,600

223,000

241,300

246,500

248,800

249,700

250,400

250,400

250,100

250,100

250,900

251,000

250,400 

249,700

249.37

+2,637

251,000

61,690

JAN.

266,900

272,500

275,300

276,600

281,200

309 , 600

323,500

331 , 300

333,500

333,800

333,300

332,400

331,800

331,300

341,600

350,000

352,400

353,700

354, 300

354,500

354,100

353, 700

362,000

369,700

375,100

381,000

391,100

400,000

407,200

410, 200 

411,400

257.70

+2,462

411,400

266,900

FEB.

411,400

410,800

409,900

408,800

407,800

407,800

406,200

403, 700

402,500

401,700

400, 200

398,800

397,600

396,400

395,200

397,600

399,000

398 , 600

402,300

403,500

403,300

405,500

414,100

428,000

436,000

447,800

456,100

463,300

260.35

+1,018

463,300

395,200

MAR.

469,100

470,700

472,000

472,000

472,000

470,200

468,900

467,800

473,400

477,800

482,800

485,300

486,000

487,100

486,400

485,100

484,100

482,500

481,000

479,400

479,200

476,500

474,500

472,200

470,700

468, YOU

466,900

465,100

462,800

460,600 

460,800

259.99

-131

487,100

460, 600

APR.

459,100

456,900

455, 200

452,600

450,600

449,600

456,500

458,900

460,800

460,800

483,200

542,500

586,300

600,600

602,200

600,900

599,100

598,000

595,400

592,800

589,100

584, 700

580,800

577,000

573,200

568,100

564,000

560,500

561,200

5S9_,_200

264.16

+1,651

602,200

449, 60U

MAY

557,700

555,400

551,700

547,700

543,800

539, 600

535, 200

530,500

526,200

522,100

518,000

513,700

509,000

504,900

500,500

496,200

492,000

487,100

483,700

481,600

479,600

476,900

474,200

472,200

470,000

467,600

465,500

463,300

460,600

465,500 

469,600

260.37

-1,459

557,700

460,600

JUNE

467,800

466,900

470,200

475,600

477,200

476,000

474,700

473,600

470,900

467,300

463,500

460,800

459,100

456,900

454,500

450,600

447,200

443, 300

439, 400

436,400

433,300

429,500

425,900

422,200

421,100

430,800

433,300

431,800

429,100

425, 700

258.27

-760

477,200

421,100

JULY

422,200

418,800

415,900

412,500

409,200

406,200

402,300

399,000

396,200

392,600

390, 300

386,900

383,800

380,000

376,100

373,000

369,600

365,900

362,600

359,600

356,100

352, 800

349,200

345,800

343, 200

342,700

339,900

335,800

332,600

325^800

253.14

-1,616

4E2, 200

325,800

AUG.

322,900

319,900

316,700

313,500

310,300

306,800

303,300

299,900

296,400

293,400

289,400

285,400

282,600

278,900

275, 300

271,500

269,300

266,200

262,800

259,400

25b,900

254, 10U

251,000

247,600

245,000

242,4uu

239,200

236,200

233,000

226*700

247.00

-1,615

322,900

226,700

SEPT.

223,400

220,000

217,300

214,200

211,200

208,100

204,800

2T>2,OOr>

200,500

201,100

201,300

199,100

196,200

193,300

192,800

90,100

87,400

84,500

81,500

78,600

75,400

71,600

69,000

166,000

162,900

160,700

157,800

155,100

152,100

149,200

240.76

-1,297

223, 400

149,200

CALENDAR YEAR 1961 .................... * +232

t Elevatio 

t Change 1

at 2400 ho 

equivalent

on last day o 

cubic feet pe

CONTENTS, IN ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1962 10 SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(t)

(*)

MAX

MIN

OCT.

146,500

144,000

141,300

139,200

137,200

134,400

131,500

129,200

126,700

124,100

121,300

118,800

116,300

113,600

110,800

108,300

106,200

103,700

101,200

95,960

91,850

87,620

83,120

78,430

73,670

69,310

64,450

60,230

55,860

51,450

47,250

227.60

-1, 678 

146,500

47,250

NOV.

43,180

39,160

34,990

31,710

29,720

29,240

28,920

28,920

28,920

29,040

29,120

29,760

30, 310

30,670

30,790

30,910

31,030

31,270

31,870

32,230

32,530

32,660

32,970

33,050

33,270

33,530

33,660

33,780

33,910

34,040

 

225.46

-168 

43,180

28,920

DEC.

34,220

34,340

34,430

34,520

34,650

34,650

34,860

34,860

34,730

34,910

35,030

35,030

35,030

35,030

35,030

35,160

35,380

35,510

35,590

35, 720

36,160

37,710

38,220

38,920

39,620

40,370

40,970

41,660

42,120

42,720

43,130

227.45

+151 

43,130

34,220

JAN.

43,480

43,680

43,840

44,040

44,290

44, 440

44,590

44,800

44,950

45,200

45, 350

45,650

45,960

46,110

46,210

46,370

46,540

46,700

46,920

47,080

47,300

47,470

47,470

47,580

47,680

47,900

48,070

48,180

48,280

48,780

49,490

228.67

+105 

49,490

43,480

FEB.

50,030

50,580

51,910

53,030

53,680

54,150

54,500

54,800

55,030

55,390

56,390

58,460

59,660

60,420

60,990

61,310

61,630

61,820

62,710

64,450

65,530

66,610

66,810

66,810

67,490

67,760

68,430

68,430

______

 

231.63

+335 

68,430

50,030

MAR.

68,770

69,650

70,120

70, 320

72,590

80,020

83,040

84,780

85,950

87,140

87,860

114,100

129,200

136,500

140,100

142,800

144,300

145,000

145,000

144, 600

144,100

143,600

143,000

142,300

141,700

141,000

140,500

139,700

139,000

138,200

137,400

239.75

+1,112 

145,000

68,770

APR.

136,700

135,800

134,900

133,900

133,200

33, 600

34,400

34,800

34, 400

34,400

133,400

132,400

131,500

130,600

129,800

128,800

128,800

128,800

128,800

129,600

129,600

129,600

129,600

129,600

130,000

132,700

133,900

138,300

165,100

196,700

 

245.86

196' 700

128,800

MAY

212,300

215,800

218,300

220,100

220,900

221,200

221,800

221,800

221,800

221,800

221,500

221,500

221,500

221,500

221,500

221,200

220,900

220,800

220,500

220,100

219,800

219,500

219,200

218,800

218,400

218,400

221,900

223,100

224,000

224,100

224,100

246.96

224,100

212,300

JUNE

223,800

222,900

222,200

221,100

219,100

217,600

216,200

214, SOU

213,400

21^,200

210,800

209,400

208,100

206,600

205, 400

204,100

203, 2OO

201,700

200,400

202,700

202,100

202,700

202,900

201,900

201,600

200, 300

198,900

198,400

198,100

197,000

- " 

244.91

223,800

197,000

JULY

195,800

194,500

193,300

192,100

190,900

169,600

188,100

188,100

186,900

185,500

184,300

182,700

181,500

186,900

202,100

210,100

£13,000

222,700

222,400

222,600

128,200

228,400

227,700

226,700

225,000

223, 400

224,800

224, 400

223,400

222,600

224,100

246.97

228,400

181,500

AUG.

224,100

223,600

222, 600

221,500

220,400

219,100

217,700

217,900

217,600

216,900

216,200

215,500

214,700

217,200

216,500

215,800

214,900

214,100

213,400

213,400

215,600

212,700

212,200

211,300

210,600

£10,000

219,300

208,600

208,000

206,000

205,200

245.55

224,100

205, 200

SEPT.

204, 400

203,400

202,700

202,400

201,200

lay, ido

196,400

194,300

191,900

189,500

187, 2UO

184,500

183,200

180,100

177,800

174,700

171,800

168,700

165,800

162,900

IbO.lOO

157,300

154,400

151,400

148,300

145,500

143,200

140,300

137,400

134,900

239.37

-1,203 

204,400

134,900

CALENDAR YEAR 1962 .................... * -299

WATER YEAR 1962-63 .................... t -19.7

at 2400 hours on last day of 

equivalent in cubic feet per
YAZOO RIVER BASIN

CONTENTS, IN ACRE-FEET, AT OSOO HOURS, WATER YEAR OCTOBER 1965 TO SEPTEMBER 1964

AUG.

132,100

129,300

71,730

70,660

60,300

60,300

86,82C 

86,67C

105,000

105,800

£42,100 

240,700

260,700

257,700

254,400

253,200

250,900

237,400 

235,100 

235,luO 

E35,luO 

234,400

167,400 

167,500 

167,500 

167,bOO 

167,bOO

167,600 

167,EOO 

169,600 

172,800 

173,900

(*)

MAX

MIN

248.24, 

+2,235 

248,300 

105,000

256.83

+2,540

392,600

238,800

255.98

-273

402,700

377,800

252.91

-964

577,000

321,600

249.46

-946

318,800

263,100

CALENDAR YEAR 1963. 

WATER YEAR 1963-64.

CONTENTS, IN ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

a

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(t)

(*)

MAX

MIN

OCT.

174,700

174,600

174,600

174,900

174,900

174,900

174,900

174,700

174,400

174,300

174,, 100

173,800

173,700

173,400

173,800

173,800

172,700

1 71 , 300

170,200

168,800

166,500

164,100

161,800

158,500

154,800

151,400

147,900

145,000

141,800

139,800 

136,600

239.50

-655

174,900

136,600

NOV.

132,100

130,200

126,900

123,500

120,100

117,100

113,900

111,400

108,600

105, 600

102,200

99,100

97,100

93,700

91,000

88,100

84,200

80,800

81,700

86,800

85,100

62,800

80,200

77,200

74, 700

72,300

69,8OO

69,200

70,200

68,400

231.47

-1,133

132,100

68,400

DEC.

66,400

63,900

62,100

70,900

74,4,00

74,100

73,000

71,700

70,200

68,900

7 7 , OOO

91 , 200

94,000

96,600

98,100

97,700

97,300

97,700

97,000

96,100

95,000

93,800

92,600

91 , 400

90,800

90,200

89,100

88,100

86,500

84,900 

83,700

233.64

+254

98,100

62,100

JAN.

82,000

80,400

80,000

79,200

78,000

76,900

75,400

74,200

72,500

80,000

84,600

85,700

87,400

89,000

88,200

86,400

85,400

83,900

82,700

81,100

79,700

78,200

77,900

77,600

77,600

76,100

75,400

74,000

72,700

71,000

69,

231.69

-229

89,000

69,500

FEB.

68,000

66,800

65, 300

63,800

62,200

61 , 500

61,100

60,800

64,800

85,500

108,300

136,800

153,900

160,100

1K3,800

166,000

167,200

168,500

169,600

16^,600

168,8UO

168,400

168,200

167,500

175,700

179,700

182,900

185,000

_-. __-

______

244.15

+2,125

185,000

60,800

MAR.

187,200

200,300

210,200

213,400

214,700

216,100

216,700

217,000

216,700

216,400

216,400

217,100

220,400

221,400

ZEE ,700

22% 500

224,500

229,400

230,500

230,500

230,400

230,000

229,400

229,800

229,500

249,600

268,400

276,200

280,700

298,600

 5O5,90O

252.31

+1,994

305,900

187,200

APR.

310,500

313,100

315,600

"J-7 600

319,700

321,700

321,300

320,800

320,200

319,700

319,200

318,400

317,900

31 7 , HOO

315,600

314,900

31 4,, 000

313,500

312,900

312,200

311,400

310,700

309,400

308,200

307,100

306,100

305,000

304,000

302,700

301,500

251.83

-141

321 , 700

301,500

MAY

300,100

298,800

297,600

296,400

c5C,400

294,700

293,100

291,800

290,400

288,900

287,700

286,700

285,300

284, uOO

282,300

281,300

282,000

280,900

279,900

278,900

278,700

277,700

276,200

274,900

273,400

272,000

271,100

270,200

269,700

267,900

266,300

249.72

-572

300,100

266,300

JUNE

265,200

263,300

261,600

260,500

258,900

257, 6OO

258,600

257,600

256,200

255,000

253,700

252,300

251,900

251,900

251,100

249,800

248 , 400

247,200

245,500

244,000

242,300

241 , 000

239,200

239,200

238,000

236,600

235,300

Z33.900

232,400

230,800

247.38

-597

265,200

230,800

JULY

229,500

28,100

26,700

25,800

24,100

23,100

21,300

20 , 700

19,300

17,900

16,700

215,200

213,800

212,300

210,900

209,500

208,000

206,800

206,300

?04, 600

203,200

202,100

199,700

198,600

198,600

198,000

197,300

196,700

196,000

195,100

194,100

244.72

-590

229,500

194,100

AUG.

193,500

192,400

191,500

190,300

169,000

187,600

87,100

87,100

89,800

88,600

87,200

86,000

184,900

183,600

182,300

180,900

179,600

178,100

176,100

174,100

172,500

171,100

169,900

169,000

167,800

166, 700

165,300

164,200

163,200

161,800

160,600

241.89

-553

193,500

160,600

SEPT.

159,200

158,100

156,800

155,600

154,500

153,300

152,100

151,000

149,700

149,000

149,700

150,200

150,800

149,700

14-8,300

147,100

145,900

144,600

143,500

142,100

140,900

139,900

138,800

136,800

134,200

131,900

129,700

128,400

127,400

126,300

238.59

-576

159,200

126,300

CALENDAR YEAR 1964.... ................ * +30.9

Change in conte

at 2400 hou 

equivalent
326 YAZOO RIVER BASIN

7-2750. Yocona River at Enid Dam, near Enid, Kiss.

Location. --Lat 34°09'29", long 89°54'14", in HE-5- sec.2, T.ll S., R.7 W. , Chiekasaw meridian, in gatehouse of Enid Dam, 0.8 mile upstream from U.S. Highway 51, 2f miles upstream from Illinois Central 

Railroad bridge, 3-jj miles northeast of Enid, and at mile 13.5.

Drainage area. 560 sq mi.

Records available. July 1928 to September 1965. Prior to October 1951, published as Yocona River 

near Enid.Monthly discharge only for some periods, published in WSP 1311.

Gage. Water-stage recorder. Datum of gage is at mean sea level, datum of 1939 with 1941 Alluvial 

Valley and 1944 Birmingham-Corinth supplementary adjustments, U.S. Coa^t and Geodetic Survey. 

Prior to Jan. 2, 1935, chain gage, Jan. 2, 1935, tu July 13, 1939, wire-weight gage, and July 14, 

1939, to Aug. 19, 1940, water-stage recorder, at site 150 ft downstream from bridge on U.S. Highway 51, 0.8 mile downstream. Aug. 20, 1940, to July 15, 1951, water-stage recorder at bridge on 

U.S. Highway 51. July 16, 1951, to May 23, 1952, staff gage at present site. Prior to July 16, 

1951, at datum 189.42 ft above mean sea level and July 16, 1951, tu Sept. 30, 1958, at datum 

200.00 ft above mean sea level.

Average discharge. 37 years, 825 cfs (unadjusted).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

961 

962 

963 

964 

965

Date

Jan. 17, 1961 

Dee. S, 1961 

Oct. 19, 1962 

Aug. 24, 1964 

Nov. 16, 1964

Maximum

Discharge 

(cfs)

1,580 

2,850 

2,580 

1,960 

2,020

Gage height 

(feet)

1

Date

At times 

do.

do!

Minimum

Discharge 

(cfa)

5

5

5

Gage height 

(feet)

|

1928-65: Maximum discharge, 36,300 cfs Feb. 14, 1948 (gage height, 21.61 ft, site and datum 

then in use); maximum discharge since July 1951 when regulation began, 6,060 cfs Dec. 28, 1951; 

no flow at times in each year July 1951 to December 1958; minimum discharge prior to construction 

of Enid Dam, 34 cfs Sept. 28, 1931, but may have been less during period of estimated record 

October to December 1931.

Remarks.--Records good. Flow completely regulated by Enid Reservoir since July 16, 1951 (see sta- 

 tTon 7-2745).

Cooperation.--Gage-height record, 41 discharge measurements, and computations of daily discharge furnished by Corps of Engineers; four discharge measurements made and records reviewed by Geological 

Survey.

Revisions (water years) . WSP 1281: 1929, 1945. WSP 1511: 1929(M).

DISCHARGE, IN CUBIC FEET PER SECOND, H4TEP YEAS OCTOBER 1960 TO SEPTEMBER 1961

1 

2 

3 

4

5

6

7

a 

9

10

11

12

15

16 

17

18 

19

20

21 

22 

23 

24 

25

26 

27

28 

29 

30 

31

Tom

MEAN 

MAX 

MJN 

<t>

780 

776

950 

381

34B 

775 

780 

783 

782

779 

776

767

761 

953

,040 

,040

,030 

,030 

,020 

,020 

,010

625 

262 

37 

5.0 

5.0 

5.0

21,740.0 

701

5.0 

-438

5.0 

5.0

5.0 

5.0

5.0 

5.0 

5.0 

5.0 

5.0

5.0 

5.0

5.0

5.0 

335 

1,020 

1,020 

1,020

1,010 

1,010

1,000

999 

995

990 

986 

9«0 

976 

971

13,392.0

5.0

9o6

465

250 

551

050 

248 

248 

184 

131

131 

132

133

133 

133 

133

133

133 

134

134 

134

134 

134

90 

280

7,245

90

555 

562

1,080 

1,080

1,080 

1,070 

1,070 

1.C70 

1,U60

l.C&C 

1,060

1.C50

1,040 

1,410 

1.57C

1,560

1,550 

1,640 

1.S30 

1,520

1,500

1,460 

776

36,429

250

250 

250

252

253

253 

254 

257

258 

260

260

260

520

519 

519 

528

235

5.0 

5.0 

5.0 

5.0

5.0

:::::-

6,663.0

5.0

l:° 

l-°

::: i;°

5.0

5.0 

5.0

950

,050 

,050

,050

,050

,060 

,060 

,U60 

,U60

,050

4«4

5.0

16,294.0

5. L

5.0 

5.0 

5.0 

5.0 

5.0

5.0 

5.0^ 

5.0

1:S

5.0 

5.0 

5.0

*

5.0 

5.0

55G

1,300

1,310 

1,480 

1,470 

1,470

1,470

1 , 460 

1 ,460

17,705.0

 i.O

1,460 

,460 

,460 

,450 

,450

,450 

,460 

,460 

,460 

,46C

,460 

,460

,450

.450 

,450 

,440

,440

,440 

,440 

,430 

,430

,430 

,430

,420 

,420

4 ,770 

,444

,420

1,260 

,210 

,410 

,410 

,410

,400 

,400 

,400 

,400 

,400

,390 

,390 

,390

,380 

,380 

,380

,380

,370 

,370 

,370 

,370

,350 

,350

4 ,170

,210

1,350 

1,340 

1,340 

1,340 

1,340

1,330

403 

430 

1,340 

1.340

1,340 

1,330 

1, 330

5.0 

5.0 

575

,330

,330 

,320 

,320 

, 170

,320 

,310

,310 

,300 

,300

35, 508.0

5.0

AUG.

1,300 

,JOO 

,290 

,290 

,2<30

,280 

.260 

,280 

.280 

.270

,270 

,270 

.260

,260 

,250 

,250

,240

,240 

,230 

,230 

,230

,220

,220 

,210

,210 

,210 

,210

3 ,850

,300 

,210

1,200 

1,200 

1,200 

1. 190 

1, 190

1,190 

1,180 

1,180 

1.1BO 

1.180

1, 170 

1,170 

1.170

1.160

1,150 

1,150 

1, 150

1, 140

1,130 

1,130 

1,130 

1,120 

1,120

1,110 

1,110 

1,110 

1.100 

1,100

 54,610

1,200 

1,100

tltents, equivalent In cubic feet per second, in Enid Res
I

3

7

U 

LJ

15

it 

17

19

21

23

2i

/7

2-3

TllTiL

Mf,

t ^70

547

34t

343 

-342

5j!<<

44

44

b37 

33u

19,371 1 - u ::

i:rj i, ijj

I.-.7.

I, 1- Li) 

1. ^> 

2, "aJ

~;,^

1,240

505

1,^7 j

5..

4

2:l-'o

36, ,45. u

2 '^'J

2, S1 !

2 , 7 u J

2,720 

1, 72 j

5.1

b.u

!!:

bio

5'o

422

J1L

"'

^.'2

h.t

7 jj 

711

73t

,Ci L

,0-(L

,'_ -IG 

,10C :LJo

.1 >'-

.110

, L2L

,13i 

.14.

l 'itr,

+2,462

1 ,L4>

1.14J 

l.lt.i 

L.14J

L , 7 L J 

l.btn 

1, 131) 

1,13 j

1, lJO

1.L3 J

1,1311

1,131 

1,1 3.J

1, Uj

1,130

1, L4C. 

L, L"JU

t l

1,173 

l,17b

-""""

1 ,70 

1. 130

,ll^

,1- n 

,18 , 

, IS

,lt j

, If,

:ir ,111,

, lb j

, loU

, ib'J

,52L

, VO 

,51 i

, 11.1

,Tl

IK'

, b r L

,ii i 

,sou

 ,"i.o

l.hLC

l.ol-j

1,46H

i:3:^

2.47C

:::^

2 T i. 1 u

5.11

2,^4-

2.43C 

2 , 43 L 

2,-*3«.

2 , 42 C 

2.41C

2.40C

2,390

2, 3d' 

2!^

1,L«C

1, 80 

1, 8'"'

1 , 7- 

1, 7f 

1.170

50.17"

^,440 

1.17L

,17L

, 180 

, L!)0 

, 180

, HO 

,450 

,920

,110

,100

,»QO

, RHO

,.170

,d80

,d80

,170

,379

, get;

,860

,850 

, 840 

, 840 

,830

, 830

,8in

,810

,350

. 790

,780

,770 

,770 

, 76 T

 ___

5 ,270

. 870 

.35.)

,750

,740 

,740 

.730

,720 

,720 

,710 

,710

,700 

,700

,690

,250 

,310

,670

,660

,650

,630

,620

,610

5 ,360

,750

1.610

1,600 

1, 5^0 

1 . 590

1, 580 

1,570

9> 5.0

1,300 

1,560

1,560

1,550 

1, 550

1,530

1.520

1,510

1,490

1,480 

1.4RO

43, 025. r

1,434 

1,610 

5.0

1

5

7

a

10

12 

13

15 

It

17

L9

/J

22 

23

25

2t 

27

2B

JJ

,-H.t

1,460 

1,22'j

1.44L

1.43L

1.420

1.4U

1.4C U 

l,31u

L,j7il,37u

2.2C.J 

2.56U

2.5CO 

2,47u

2,43'J 

2,400

2.3&C 

2,320 

2,29L

2,200

1.79H

2,120 

2 , u 7 .

2,020

7t3

Lt,l 

57

^7

^9

00

Jl 'jl

03 

L3

L3

04 

04

363

 if

F .

105 

IJ» 

103

1,6

1"

iot

ri1 ^

i^ 

,..

1 J6

107 '::

lr;

110

111

112

\li

LL5

tlb

1 Jtl

Lub

117

117 

17

Li

13 

18

19

19 

20

20

21

21

21

2 L

22

22

23

2C

1 7

hE3 '

If5

127

123

124 

1^9

13U

i1 ^

13-. 1L'

13o

137

139

140 

141

141 

141

l^ 

142

134

1^4

142 

143

143

148

154 

L56

1^7

i>. j 

5.

4L5

hi 15 

bOti

b04

b ]3

6C.1 

n.31

59a

37a

5. 1

5^7

5 Q 6

5^5

5^3

5'J5 

5S5

5^4

5V3 

592

5yn

14U 

L4'

14r

14U 

141.

142 

141

5.0

- 

=163

5.C

1AY

5,0

5. n 

ibi

232

?33 

233

233

233 

233

2"

232 

212

232

J3L

231 

233

234

2«7

217

5.C

391

331

509

H98

!>64

hoi

659

650

885 

019

5.0

f.53

bb2 

651

5.0

64") 

648 

647

645

643

642

640

638

63R

5.0

5.0

669 

669

673

918

669

670

670

668

-

' «9

5.0

6 0

b 9 

6 8

6 7

388

388

387

3«6 

386

387

386

386

386

385 

385

334

384 

383 

3S2

559

 I8!

381

380 

379 

379

1,240

1,230 

1,230

1,220

1,210 

I, 330

1,530

1,520

1,500

l,5no

1,490 

1,480

1,470 

1,470

1,290 

1.30C 

1,450

1.440

379
YAZOO RIVER BASIN

7-2750. Yocona River at Enid Dam, near Enid, Miss. Continued

HAKtoEt IN CUBIC FtET PER SECCNU, WATEf YEAF CCTUBER 1963 TO SEPTEMBER 1964

1

2

3

5

7

10 

11

14 

15

16 

17 

18 

IS

20

21

22 

2J

27

2>)

31

rtt<*N

't'

,430 

,420 

,420 

,410

,400

,40u

,390

,38U 

,370 

,37U

,360

,340 

,14U

,050 

,J5o 

,040 

,040 

,030

1.030 

6b2 

532

527

526 

525

522

1,038

-9Q4

5Z1 

 i^'J 

519 

518 

517

51n 

515 

514 

513 

511

510

5o5 

303

134 

134 

134 

134 

134

134 

134 

134

134 

134 

134

320

134 

134 

134 

134 

134

134 

134 

13» 

134 

134

32

,020 

,02u

,020 

,010 

,010 

,000

995 

991 

987

619 

259

259

259

536

259

259 

259 

259

260 

261

545 

545

545 

544

545 

544

544

544 

544 

544 

543 

543 

542

458

542

541 

540 

540

541 

543

543 

547

558 

561

567 

5o7

566

565 

565

564 

564

553

564

582 

589 

604

013 

616

638 

248

5.0

5.0

,290 

,290

,290

,300 

,300 

,300 

,300 

,300

770

1,290 

1,290

1,290 

1,3CC 

1,310

502

5.0

1,360

5.0 

5.0

896 

1,380

,380 

,380

5.0

5.0

5.0 

5.0 

5.0 

5.0

813

1,380

MAY

5.0 

5.0 

5.0 

5.0

5.0

5.0 

5.0 

5.0 

5.0 

5.0

966 

975

770 

769

766

763

762 

762 

761

522

760

758 

757

756 

755

981 

1,090

1,080 

1,080

1,080 

1,080

1,070

1,390

1,380 

1,380 

1,380

1,068

1,370

1,370 

1,370

1,080 

657

1,360 

1,360

1,360 

1,360 

1,360

1,360 

1,350

1,340

1,330

1,200 

1,320 

1,320 

1,320

1,280

1,310

1,310 

1,410

1,300 

1,290

1,290 

1,290

1,280

5.0 

834 

1,050

5.0 

5.0

1,620

1,940

1,750 

1,580 

1,570 

1,350

1,252

,370

,550 

,540

,540 

,520

,800 

,230

5.0 

5.0 

5.0 

5.0 

5.0

5.0 

5.0 

5.0 

5.0 

5.0

5.0 

5.0 

5.0 

5.0 

5.0

5.0 

5.0 

5.0 

5.0 

5.0

510

N 5. 0 t +23. 1 

N 5.C t +57.3

t Change In contents, equivalent in cubic feet per second, in Enid Reservoir.

DAY

1 

2 

3

5

7 

8

10

11 

12 

13 

14 

15

It, 

17 

16 

19 

20

21 

22 

23

26

28 

29 

30 

31

MEAN

M1J,

5.0 

5.0

5.0

82 

U2

AZ

81 

81

ai

el 

31

240 

630 

628 

627 

U29

, 190

,iao

,530

,780

,760 

,320 

,400 

, 740

680

5.0 

-655

1.72U

1,700

1.67C 

1,060 

1,650 

1,640

1,630 

1,390 

1,300 

1,60D 

1,590

1,810 

2,000 

1,710

625

1,550

1,520

1,500 

1,510 

1,500

1,551

506 

-1,133

1.30J

1,000

1,000

1,000

996

98 

5.0 

5.0 

5.0 

387

555 

555

82H

1,050

1,050

1,040 

1,040 

1,040 

1,030

806

5.0 

+254

1 ,020

1,020

1,010 

1,010 

1,000 

1,020

1,030 

664 

5.0 

425 

1,040

1,040 

1,040 

1,030

1,020

1.02C

1,010 

1,010 

1,000 

1,000

956

5.0 

-229

988

980

505 

909 

927 

5.0

5.0 

5.0 

5.0 

5.0 

5.0

5.0 

5.0 

5.0

626

636

640

482

5.0 

+2,125

654

662

064 

664 

664 

664

664 

666 

667 

668 

669

66° 

671 

674

674

5.0 

5.0 

5.0 

5.0

5.0 

5.0

534

5.0 

+1,994

5.0 

5.0

5,0 

5.0 

5.0

730 

883 

936 

729

728 

728 

728 

727 

726

726 

726 

725

723

721 

721

720 

719 

718

610

5.0 

-141

412

712

710 

710 

709 

708 

708

707 

707 

706 

706 

706

705 

704 

704

703

837

697

708

-572

693

691

690 

687 

688 

688 

688

687 

686 

685 

684 

683

682 

681 

680 

680

678

686

-597

670

666

664 

663 

662 

661 

660

659 

658 

657 

656 

655

654 

876 

808 

377

377

374

601

-590

643

644

642 

641 

640 

639 

638

637 

636 

930

1,060 

813

630 

628 

627 

627

624

619

637

-553

SEPT

615

614

609

211

5.0 

383 

609 

608

607 

606 

605 

603 

602

601 

600 

955 

1,140

1. 130

'589 

588 

787

644 

1,140 

5.0

-576

*/AT Yt< 1965: TGTAL 272,703.0 MEAN 747 MOX 2,000 WIN 5.0 t -68.1

t Change in contents, equivalent In cubic feet per second, In Enid Res
YAZOO RIVER BASIN

7-2780. Arkabutla Reservoir near Arkabutla, Miss.

Location.--Lat 34°45'26", long 90°07'27", In SW£ sec.2, T.4 S., R.9 W., Chiekasaw meridian, In gatehouse of dam on Coldwater River, 4 miles north of Arkabutla and 54.3 miles upstream from mouth of 

Coldwater River,

Drainage area.--1,000 sq mi, approximately. 

Records available. August 1941 to September 1965.

Gage Water-stage recorder. Datum of gage is at mean sea level, datum of 1929 with 1941 Alluvial 

Valley and 1944 Birmingham-Corinth supplementary adjustments, U.S. Coast and Geodetic Survey 

(levels by Corps of Engineers). Prior to July 1, 1942, staff gage at same site. Prior to Oct. 1, 

1958, at datum 191.18 ft above mean sea level*.

Extremes.--Maximums and minimums (contents in acre-feet, elevation in feet) for the water years 

1961-65 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964

1965

Maximum

Date

Mar. 10, 1961 

Mar. 1, 1962 

June 2, 1963 

Apr. 30, 1964 

Apr. 1, 1965

Contents

337,800 

259,100 

151,600 

326,000 

322,600

Elevation

231.80 

228.34 

222.17 

231.32 

231.18

Minimum

Date

Oct. 28, 1960 

Dec. 3-5, 7, 8, 1961 

Dec. 12, 1962 

Nov. 1, 1963 

Nov. 17, 1964

Contents

31,300 

31,500 

30,200 

30,700 

41 ,500

Elevation

209.24 

209.29 

209.01 

209.11 

211.06

1941-65- Maximum contents, 649,900 acre-ft May 21, 1953 (elevation, 241.74 ft); minimum since 

initial filling of reservoir to conservation level, 30 acre-ft at times in 1942-45; minimum elevation, 192.83 ft Aug. 25, 1943.

ational purposes at elevation 209.3 ft (18 ft above sill of outlet gates). Water below elevation 

191.3 ft cannot be withdrawn through outlet tunnel. Figures given herein represent total cuntents. 

Reservoir used only for flood control.

Cooperation. Records furnished by Corps of Engineers and reviewed by Geological Survey. 

Revisions (water years). W3P 1007: 1941. WSP 1241: 1947.

Capacity table, water years 1961-65 (elevation, In feet, and contents In acrt-feet)

209.0 30,130

210.0 35,360

212.0 47,300

214.0 61,700

216.0 78,700

CONTENTS, IN ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(t)

(*)

MAX

MIN

OCT.

59,980

56,680

57,600

56,310

55,810

65,030

68,270

75,540

78,540

79,820

79,910

79,640

78,180

76,630

73,440

69,440

65,360

61,510

57,530

56,840

53,770

50 , 290

46,770

43,450

40,250

37,160

34,340

31,310

31 , 350

31,550

31,820

209.37

-462

79,910

31,310

NOV.

32,040

32,250

32,410

32,730

32,790

32,840

33,000

33,320

33,800

35,840

37,100

37,750

38,170

38,580

38,940

40,960

45,010

46,570

46,830

46,700

45,990

44,950

43,840

42,680

41,670

40,600

39,530

38,580

38,170

38,290

______

210.50

+104

46,830

32,040

DEC.

37,870

37,220

36,700

35,840

35,040

34,880

36,380

37,930

38,760

38,820

38,940

39,950

40,720

40,660

40,070

39,180

38,520

37,690

36,750

35,900

34,720

34,020

33,320

32,890

32,840

32,680

32,680

32,570

33, 380

38,290

40,720

211.25

+72.5

40, 720

32,570

JAN.

47,350

50,930

53,120

54,110

54,260

53,480

52,130

50,290

48,650

46,830

45,080

43,190

41,550

40,070

38,460

37,160

36,110

34,820

32,890

32,950

33,050

33,860

34,070

34,070

33,970

33,860

33,480

33,430

33,270

33,220

32,840

209.50

-162

54,260

32,840

FEB.

32,630

32,570

33,430

34,500

35,570

35,900

36,480

42,440

46,310

49,650

51,570

52,490

52,910

52,840

51,070

49,110

47,420

46,640

50,790

53,120

78,540

134,100

177,000

198,400

209,200

215,800

220,200

225,200

__ __

______

226.84

+ 3,542

225,200

32,570

MAR.

230,300

228,400

223,800

219,800

216,400

222,900

242,800

288,000

324,700

336,600

337,400

333,900

330,700

325,000

319,300

312,700

304,000

301 , 600

296,700

291,600

282,900

278,400

272,500

267,000

259,800

253,000

248,000

243,800

246,200

248,600

265,900

229.42

+859

337,400

216,400

APR.

287,100

290,200

286,900

283,100

276,300

272,900

267,000

260,200

253,600

248, 400

242,600

243,200

249,200

250,600

247,600

249,200

248,800

245,400

240,800

236,000

230,700

224,800

218,900

213,300

208,100

204,900

201,500

197,400

192,700

188,000

______

224.34

-1,635

290,200

188,000

MAY

183,400

182,700

178,500

174,100

169,700

166,400

168,200

166,100

168,200

167,200

164,500

160,900

157,000

152,800

150,700

151,600

151,600

150,100

147,800

144,000

140,000

136,500

133,900

131,500

128,300

126,100

126,000

123,400

121,500

119,700

116,600

219.35

-1,147

183,400

116,600

JUNE

113,400

111,800

110,100

108,500

107,200

105,600

105,800

105,200

103,900

102,600

101,200

100,800

99,700

100,000

104,200

107,300

107,600

107,700

106,400

105,200

103,800

102,500

100,900

99,380

97,880

96,280

94,890

93,390

91,680

90,270

------

217.07

-422

113,400

90,270

JULY

88,790

87,100

85,520

84,130

82,550

77,270

75,270

74,350

73,260

72,100

71,350

70,440

69,770

69,020

68,270

67,860

67,270

66,440

65,610

65,050

64,200

63,270

62,350

61,580

60,820

60,820

61,960

62,420

62,960

62,880

62,190

213.99

-447

88,790

60,820

AUG.

61,580

60,740

59,670

59,OK9

58,220

57,300

57,220

57,530

58,220

58,520

58,520

58,290

57,450

56,840

56,030

55,810

55,390

54,890

54,110

53,260

52,490

51,710

51,280

51,920

51,920

52,200

52,770

53,120

53,120

53,190

53,120

212. b2

-141

61,580

51,280

SEPT.

53,120

53,340

53,690

54,110

54,680

56,460

56,610

57,150

57,150

56,990

56,760

56,460

56,100

55,600

55,670

55,460

55,250

54,890

54,540

54,260

53,970

53,690

53,410

53,120

52,840

52,420

52,060

51,710

51,350

51,070

______

212.50

-38.0

57,150

51,070

CALENDAR YEAR 1960 ............. ...... t -108

WATER YEAR 1960-61 .................... * -13.1

t Elevation, In feet, at 2400 hours on last day
YAZOO RIVEH BASIN

OtTTEIITS, IN ArBE-FEET, AT WATER YEAR i 'CTDEEB labl TO SEETEMBEK 1962

(*) MAX 

MIN

43,150 

42,440 

41,850 

41,200 

40,b60 

40,190

160,CUO 

162,400 

161,500 

158,600 

155,400

114,eoc

95,4EC

CONTENTS, Lti ACRE-FEET, AT HOURS. WATER

(t)

(*)

MAX 

WIN

51,b40 

51,140 

50,560 

49,510 

47,160

45,i40 

43,260 

41, £60 

39,350 

37,450 

35,790

41,320

41,790

42,210

144,1U 

142,30 

141,60

141,800 

144,60U 

145,500 

144,600 

142,300

113,100 

lib 400 

117,500 

lit,100

In feet, at ZiGo huurs nn last day
CONTENTS, IN ACRE-FEET, AT HOURS, WATER YEAB urTOBER 1964 TO SEPTEMBER 1965 

APR.

(t)

(*) 

MAX 

MIN

156,900 

155,400 

148,10u

111,900

111,500

110,800

110,100

109,500

58 ,400

56,100

282,300

275,500

144,000

139,300

107,300

104,800

101,900

99,700

97,200

94,700

92,300

90,000

87,800

85,600

83,500 

81,400 

80,000 

79,000 

77,800 

75,10O

51,400

52,700

53,000

53,000

51,800

49,900

48,200 

47.30O 

49,900 

50,500

153,200

146,500

141,100

135,300

131,800

126,100

119,800

113,000

106,400

99,700

93,300

129,200

125,900

121,800

117,800

125,100

210,800

203,400

196,600

189,500

215.32

-465

112,000

75,100

212.43

-376

71,500

41,500

224.44 

+1,754 

206,600 

47,100

CALENDAR YEAR 1964. 

WATER YEAR 1964-65.

t Elevatio 

* Change i

in feet, at 2400 ho
332 YAZOO RIVER BASIN

7-2785. Coldwater River at Arkabutla Dam, near Arkabutla, Miss,

Location. Lat 34°4S'26", long 90 0 07'27", in S¥£ sec, 2, T.4 S., R.9 W. , Chickasaw meridian, in gatehouse of Arkabutla Dam, 4 miles noi'th of Arkabutla and at mile 54.3.

Drainage area.--1,000 sq mi, approximately.

Records available.--May 1937 to September 1941 (published as "at Pratts Bridge, near Arkabutla"), January 1942 to September 1965. Prior to October 1938 monthly discharge only, published in WSP 1311.

Gage.--Water-stage recorder. Datum of gage is at mean sea level, datum of 1929 with 1941 Alluvial 

Valley and 1944 Birmingham-Corinth supplementary adjustments, U.S. Coast and Geodetic Survey 

(levels by Corps of Engineers). Prior to Oct. 1, 1939, staff gage and Oct. 1, 1939, tu Sept. 30, 

1941, water-stage recorder, at site 1.7 miles downstream at datum 187.54 ft above mean sea level. 

Jan. 1 to June 30, 1942, staff gage 135 ft downstream from outlet tunnel of Arkabutla Dam and 

July 1, 1942, to Dec. 31, 1947, water-stage recorder at site 370 ft downstream from outlet tunnel, 

both at datum 171.28 ft above mean sea level. Jan. 1, 1948, to Sept. 30, 1958, at present site at 

datum 191.18 ft above mean sea level.

Average discharge. 27 years, 1,300 cfs (unadjusted).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961

1962

1963

1964

1965

Date

Mar. 10 1961

Jan. 30 1962

Mar. 18 1963

May 1 1964

Apr. 1 1965

Maximum

Discharge 

(cfs)

4,500

4, £70

2,110

4, 340

4,340

Gage height 

(reet)

_

_

_

-

-

Date

At times

do .

do .

do .

do.

Minimum

Discharge 

(cfs)

5

5

5

5

5

Gage height 

(feet)

-

-

-

-

~

1937-65: Maximum discharge observed, 30,200 cfs Jan. 22, 1938 (gage height, 12.9 ft, site and 

datum then in use); no flow at times in each year 1942-58; minimum daily discharge (prior to the 

effect'of construction of Arkabutla Reservoir), 120 cfs Oct. 15, 1938.

A stage of 21.3 ft (from floodmarks) occurred in January 1935 at original site and datum.

Remarks.--Records good. Plow completely regulated by Arkabutla Reservoir since January 1942 (see 

EfEITion 7-2780) .

Cooperation.--Gage-height record, 30 discharge measurements, and computations of daily discharge fur 

nished by Corps of Engineers; 3 discharge measurements made and records reviewed by Geological 

Survey.

Revisions (water- years) .--WSP 1241; 1946. WSP 1441: 1938(M).

1 

2

1 

5

A 

9

It 

11

13 

14

16 

1 1

Is 

20

21

23 

24

11

28

29

30

TCTuL

Me A\ 

Max

<t>

724

681 

372 

47b

lOZL, 

tU/C

,080

,&50 

,47C

,190 

, llo

,250 

,8SC

.75L

,550

.400

482 

5.0 

5.0

l.lol

5. u

5.0

5.U 

5.0 

5.U

5.0

5.0

5.0

5.0

i>. J

b.O

5.U 

2bl

ol3 

BO 9

796

75 J 

7JV

7C1

oKt

S

5*0

619 

61C

t64 

0/5

705

5',v

482 

Z'JJ

3u9 

716

iiAQ 

,2b'1

,200 

,170

1.L10

,.,

311

311

2'ia

334

45b 

52 J

1,030

5.0 

5. 0

______

3,0d

JOi4,3(jO

3 , 7t i..

3.52C

3,t 3C

1,610

3,500

; , c 20

2,'bbO

3,3«2

2,610

2,440

2,410

2,210

853

1 , 90C

1,720

1,964

" "'

1 ,140 

ITS

_L

B6?

b53

869

850

829

,67

825

R20

818

i,<3ca

1,800

575

568

567

559

561

1,900

461

480

4B8

487 

4H6 

485

484

79

4B4 

4B3

4SI

478

276

278

401 

t81

79

273 

279

279 

280 

281

282

284

284 

283

282 

282

281 

281

28C

278 

27S

275

8i401

280 

284

275

-38.0

t Change in contents, equivalent in cubic feet per second, in Arkabutla Re
YAZOO RIVER EASIH

7-3785. Coldwdtar River at Arkabutla Dam, near Arkabutla, Miss. Continued

1,1. »

1

3 

5

1

IU

12 

I?

15

16

17

It 

19

21

2*

31

TOTAL 

Me AN

 ll.M

-i-l.

275 

27*

27"»

273 

27J 

272 

272

..71 

2/1

^ bq

,.7

2tb

<(2J

*L L

,,637 

311 

to 1 

26t

f,3 J 

S77 

7t=2 

'.77

'JJ3 

..'72

H 5

106

J*2

1,530

57J

t , KG

8bu 

2,31..

2,21 i 

1,0*1! 

27+ 

27j> 

273

27b 

271 

27H

3.1.

1.12J

,:i

5.L

3,130 

2, J9..

1 , 0*u

5, C

Jot..

3,*5<J 

3.04C 

i,7oj 

3,*SQ

S.130

3,b<tu 

3.7VG 

3,71..

3,boO

2,030

2, /7C

1,120

1,3d 1 '

3, esc

4,210

3,223 

1,120

F^

*,12u

(+,O i»ri

3,950 

3.L3G 

3 ,71-1]

955 

1 ,270 

J ,6*J 

3,550 

3,470

3,300

2 ,900

2,730

2,230 

2,520

3,530

......

3,085 

955

H'r .

3.6C. 

J.5B..

3 , 5 j J

3,33 J 

j,270

J , 2 1 J 

J.ltL

3,09.

2,730

2,5cu

Zt'tKL 

iit3-i

Vt;-

2, ZbJ

2,87o

APF .

2 ,320 

2.35L 

,J , 3 3l.

2,29f

t ,15C 

2.10& 

2,OtjO 

2 , C 2 ['

d9«

J81

033

b36

o34 

d34

631 

630 

63L

1,1<.1

5.0

1AY

636 

637 

h37 

637 

637

537 

636 

636 

635 

63*

632

t>2a

628 

627 

626

625 

62 <.

o22

620

olB

61S 

618 

616 

616 

617

623 

616

JUNt

617 

617

618 

t,18 

619

619 

018 

618 

618 

617

617

615 

614

613 

612 

610

610 

610

608 

607

610

610 

610 

610 

610

61* 

607

JULY

609 

608 

607 

607 

606

605 

605 

oO* 

60*

603

603 

602

600 

598

597 

596 

595

59* 

593

591

590

*09 

607 

607 

607 

607

561

5.0

SUi.

606 

605 

605 

60* 

603

602 

601 

600 

598 

5S8

595 

59*

592 

591

590 

588 

587

586 

585

58* 

583

58*

58* 

58* 

583 

583 

583

592 

583

SFPT.

582 

581 

581 

581 

582

582 

581 

5SO 

399 

5.0

587 

586

585 

584

58* 

58* 

583

583 

582

580 

579

1,120

1,090 

1,060 

1,030 

997

IS, 229.0 

6*1 

li 120

5.0

ontento, equivalent In cubic feet per ond, in Arkabutla Reservoir.

1

;5

7

8

!0

11

12 

U

15

Ifa 

17

19

22

2* 

25

27

<_9

30

*I>-AN

rtIN

~%36 

913 

dBlj

b53

dO<t 

792

752

727 

71J

69C

65H 

o2*

600

5i)d

969 

1.150

1,1 1U 

1.07U

1.UOJ 

'(6*

529

320 

31*

300 

2^H

2ya

296

2S.3 

2 * j

2d1

23*

279

279

272 

27C

263 

25B

176

1C3

1C3 

lb*

1U4 

1L*

1L*

its

lot

1U6

U'6

1C7

luy

103

10

ill 

ill

112

I 2 

I 2 

1 2

1 3

113

113

114

11*

11* 

U*

114 

115

115 

115

116

109

118

11J 

119

121

3bO 

616 

661

1 ,330

1,310

1.3C3

1,230

53*

1,150 

1,110

i, jao

1,050

5.0

551

1,200 

1,230

1,350

526 

5. .' 

1 , 361)

2,0*0

2, '.60 

2,1 JO

2,090

1,950

1,660 

1.B10

1,760 

1,710

1,620 

1 ,580

1,530

5.0

1,500

1,*10

1 ,290 

t79

1,2*0

1,200 

1.17C 

1,130

1 , 070

1,030 

1,010

26C

90*

85L 

d3b

829 

317

311 

5.0

5.0

5.0

61*

618 

617

5.0

5.0 

227 

617

615

61* 

613

612

608

606 

605

606 

613

630

815

530

5.0

1,170

899

635 

63*

631

630 

630 

628

627

626

62*

,160

,150 

,150

,150

,150

,1*0

8*0

62*

1,1*0

789

603 

603

601

601 

598 

59B

192

602

601

603

603 

602

601 

603

602

603

618

192

603

602

600

29*

29*

293

292

99 

168

298 

298

296

295

29* 

29*

29* 

293

292

296

337

99

SEPT

295

295 

2*1

383

617 

617

616

616 

615 

,010

.630

,590 

,5*0

,*60

,330

5.0 

5.0

655 

1,250

1,170

880

5.C

t Change in contents, equivalent in cubic feet pe ond, in Arkabutla Re
RIVER EA:IH

1

2

4

5

7

B

lu

It

13

14

15 

Ib

18 

19

22

24

27

28 

2V

30

MIiJ

5.0 

5.0

It3

301

3U3

3CO

29V 

299

298 

297

258

994

t440 

,4Gu

,/BO

,210

,13U 

, 100

,060 

t44U

_N^: 

1,590

\'\t 

1,400

1 ,350

1,2711

i.iyj

It 150

745

440 

 »J1

438 

470

610

1,040

1.16U

1,220

1,570

5.L

}, J5u

3, JOO 

1.60U

It3b0

3,750

4,25u

3.SI5U

3.78J

3, V50

3.7&0

4,210

3,d90

5

5

3 ,740

4,090

3,aoo

3,490

3,340

3,440

3,130

2,7bO

2, t90

74U 

5dl

5.3

2,950

2.3JO

2,610

2.52J

______

2,030

3, 330

3,17"

3,UjO 

2.V60

2 ,Sb J

?,tnO

2,bbJ

2,520

2.-.2U

2,300

5.«

SPf. 

2,<J50

4,290

-,,11C

3,950 

3,380

3,720

3,<,«C

3,91,0

3,620

3,440

3,180

3,1)10 

2,920

2,840

t.830

Lb^O

1,130 

79"

794

785

6b5

665

664

430

317 

317

315

314

313

313 

312

312

314 

314

314

312

311

310

310 

309

JULY 

309

3Gb

3C5

305 

3G4

303

J04 

303

302

302

300

299

298 

298 

296

297

50 

50

50

50 

50

50

50

50 

50

50 

50

50

50

50

50 

50 

51

151

152 

152

151

151

25

98

156

156 

156

156

156

156

490

660

658 

658 

65H

7,6^0.0

660 

5.0

t Change in contents, equivalent in cubic feet per second, in Arkabutla Reservoir.
YAZOO RIVER BASIN 335

7-2800. Tallahatchie River near Lambert, Miss.

Location. Lat 34°10 1 50", long 90°12'55", in SW£ sec.29, T.27 N., R.I E., Choctaw meridian, near cen-

 ter uf span on downstream side of highway bridge, a quarter of a mile downstream from Coldwater 

Elver, 4 miles southeast of Lambert, and 24j miles downstream from point of diversion of Panolayuitman Floodway.

Drainage area.--1,980 sq mi, approximately (does not include 2,600 sq mi of upper Tallahatchie and

 Yocona Rivers, Hie entire flow of which is diverted 24? miles upstream through Panola-Quitman 

Floodway).

Records available. --Octobpr 1935 to September 1965. Prior to October 193R monthly recharge only, 

pub]ished in WSP 1311.

Gage.--Water-etage recorder. Datum of gage is 123.83 ft above mean sea level, datum of 1929 wJth

 1941 Alluvial Valley an 3 1944 Birmingham-Corinth supp]ementary adjustments, U.S. Cin°t <md

Geodetic Survey (]evel° by Corps of Engineers). Prior to Nov. 11, 193 n , chair gage anrl Nov. 11.

1937. to Sept. 4, 194fi, wire-weight gage, at same site and datum. Sirce Sept. 11, 1946, auxiliary water-ptage recorder 5f miles downstream from base gage at datum 9.66 ft higher. Dec. 9,

1938. to Aug. 5, 1941, auxiliary ataff gage and Aug. 6, 1941, to Sept. 10, 1946, auxiliary wireweight gage, at same site and datum.

Average discharge.--30 years, 2,617 cfs (unadjusted).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

961 

962 

963 

964 

965

Date

Feb. 23, 1961 

Pet. 28 , Mar. 1. 19SE 

Apr. 30, 1963 

Apr. 28, 1964 

Pet. 13, 19b5

Maximum

Discharge 

(cfs)

11,600 

11.000 

7,540 

11,500 

12,500

Gage height 

(feet)

a 30.10 

b 29.90 

25.96 

30.22 

30.80

Date

Nov. 8, I960 

Oct. 25, 1961 

Jan. 11, 1963 

Nov. 20, 1963 

Aug. 22, 1965

Minimum

Discharge 

(cfs)

225

308

a 197 

a is?

d 187

height 

eet)

a occurred Apr. 5, 1961. 

t Oc.-urred Pet. 28, 1962. 

c OccurrpJ Nov. 1, 1961. 

d Minimum daily.

1935-65: Maximum discharge observed, 32,800 cfs Jan. 30, 1937 (gage height, 35.54 ft); minimum, 59 of" Oct. 2^-29 1942; minimum gage height, 5.35 ft Oct. 16-21, 1938.

A stage of 36.8 ft (from floodmarks) occurred in January 1932 (probably affected by levee 

breaks above).

Remarks. Records good except those below 500 cfs, which are fair. Daily discharge computed using 

 falT as a factor. Flow partly regulated by Arkabutla Reservoir on Coldwater River (see station 7-2780).

Cooperation.--Gage height record, 127 discharge measurements, and records of daily discharge furnished by forps of Engineers; 3 discharge measurements made and records reviewed by Geological 

Survey.

Revisions (water years).--WSP 1281: 1939.

D!SCHAP6t, 1,1 LUtIC FEET PF» SECONC, HATEf YE\P OCTOBER 1960 TO SEPTEMBER 1961

LAY

1

}

4

7

11 

1^

15

Lb 

17

Id

2i_ 

i\

23

23

It

 \

MrlA

1IS

*iT 1»

!-CT.

302 

7bO

1 . 9 10

3,23'J

1,700

^ .120

2,280

2.250 

1,770

2,091!

2.U40

l.*5U

1,7V. 

1.3Su

s

3,230 

54n

I'JSl: Ti

,^V.

277

2:>t>

2B7

512 

1,47 J

1,75.-

1.31U

i, Ibii 

U040

l.Jl'J 

1 , 1 9 f> 

lot 3

1.01C

22<3

Tftt <»5B, t

,£(,.

l.ILt

1,300

/>,b60

2.02C

L.7VJ 

l.blO

1.110

901

t,i&

b2y 

5 Ml 

2.13L

. 2 ' 7 'C J

2.77L

11 M

4,110

2,520

1.98C

1,410

1,350 

1,230

1.3UO

B8&

8ia

787 

730 

71U

4,630 

6U4

rAN 2.108 

E«C, 2,b25

1,180

 914

3,140

1 ,500

1,700 

1 ,730

4.56G

11,600

10,400

ll.&OU

MAX 7 

MSX 11

«,:6« 6, Lao

S.940

LI, li,0

9,lbO

b,590 

7,790

b,57U

5,59u

4,990

0,400 

7,640

9,a5u

11,200

,770 rll 

,600 MI

11,'»00

9,700

8,010

6,420

7,390

7,040 

6,990 

6,720

5,5911

4,440

4,070

3,680 

3,620

11,500

N 229 

N 22-J

3,500

4,730

5,100

4,070

3,350 

2,850

2.560 

1.940 

1,840

2,580 

2 ,560

2,480

2,420

2.790

2 ,070 

2,130

5,460

t -108 

t -13.1

1.260

1.330

1,520

1,870

2.410 

2,450

2,220 

1,920 

1,740

1,410

1 ,400

1.340

] ,230

1,090 

1,100

2,450

1.060

2,010

1,030

665

725

620

1.370 

1-260 

992

877

807

734

691

680

678

666 

687 

668

918 

2,010

AUG.

 ,

620

707

721

72*

830 

681

759 

1,230 

971

717 

565

554

546 

537

SOB

505

488 

485 

478

651 

1.230

485

478 

522

515

500

463

460 

488

480 

480 

479

476 

469

468

468 

464

45n

448 

447 

440 

439

14,31' 

477 

522

in Arkabutla RP>
YAZOO RIVER BASIN 

7-2800. Tallahatchle River near Lambert, Miss.--Continued

I

3

4 

5

6

7

a 

9

1C

11

12 

13

15 

16

17

IB 

19

20 

21

23 

25

26 

27

31 

TOTAL

HEAH 

MAX

419 

421

421

416 

414 

410

404 

401 

394

339 

337

331

321

3US

539 

573

541 

12,816

594

,57C

,270

966

500

1,120 

999

856

2,720 

4,850

55,004

724

7dO 

3,560 

4.H3C

9,130

5,b5lJ 

5,21-0

5,510 

159,274

9, 350

8,400 

6.U60 

6,460

6,160

6,340 

8, 910

8,380 

240,900

5, 190

2,340 

4,270 

4 , 2 bO

4,010

4,120 

10,100

154,290

6.8CC

5,050 

5,OHJ 

5,300

3,420

3,210

2,9b'}

3,470 

154,350

3,230

2.S.40 

2,840 

3,470

1,190

1,100 

1,050

71,930

,180

,130 

, 100 

,090 

,070

,060

,010

787 

633

2,010 

32,421

1,540

1,070 

1,670 

2,320

1,840

1,170

1,370 

849

1,5 in 

43,490

1,450

,340 

,040

,060 

837 

676

1,080

1,060

848

885 

1,110

930

965 

1,010 

34,199

1,103

,oin

953

875 

874

811

an

802

659

595 

588 

1,010

1,260 

818

707 

829 

26,080

841

SEPT.

659 

731

787

2,190

2,050 

993

900

910

767

727 

723

664

726 

818 

936

1,030 

980

26,562

885 

2,190

t Change In contents, equivalent in cubic feet per second, in Arkabutla Re

2 

3

4 

5

7

8

10

11 

12

14 

17

19 

20

21

24

2a

31

MEAN

MIN

823

725

909

861 

328

625

482

695

,160

,070

801

482

6S3

491

730

6U6

439

4J4

437

350

324

237

214

25«

J44

5U1

243

352

309

279

242

299

2,010

1,88-1

1,270

1,510

3,060

3,750 

5.97L

4,830

2,82 J

2.32C

2,05J

1,780

1,010 

1,580

1,430

1,310 

1,100

1,230

1.81U

3,310

1,070

991

911

2,020

1 ,460

62,043

,050

379

754

,870

,500

4 ,302

864

1,610 

1,360

2,010

2,840

2,610

3,080

49, 113

1,280

901

512 

482

4?4

344

308

629

23,117

5O6

2.120

1,240

1.270 

,560

,490

, 190 

498

304

31,245
YAZOO RIVER BASIN

HAY

1

2

4 

7

y

10

11

11

15

le 

17

21

22

JO

31

TCTJL

ni:,

^Ll.

1.14J

1,100

1.04.".

l.Ltr

1.U5J 

1.U30 

Itl/CO

LtttJ

1.481

l,2tn

1,610 

1 , bUu

477

3btJ

32H

<LV.

19t,

2 St.

25K

238 

2u5

<t3>j

' L,

,,,

^U

1,220

1.J70

1, 3ZL

S3u

2,b4'J

It j7C

1.300

l.oTj 3,/5J

3.0U

1 1 , =100

4,670

3,560

1,820

1,670

1,660

1,630

1,030 

1,050

1,630

1,410

1,380 

1,360

1,180 

1,140

1,090

,100

,120

.040

820 

870

 35C

910 

900

890 

890

880 

880

860 

8bC

1,010

910

860 

860

870 

1,380

1,150

1,010 

1,040

1,130 

1,160

1, 180 

1,210

1,270 

1,250

1,080

3,540

SEPT

940

940

930

520

940

890 

772

1,030 

1,300

1,400 

1,400

1,240 

698

442 

384

2<J4 

287

1.1BO 

3,720

3,300 

287

t Change in contents, equivalent in cubic feet per second, in Arkabutla Reservoir

1

1_

13

15

1^

20 

21

24

2S>

30

MIN

2,i5j 

1,710

77rf

7bJ 

746

75b

dub

,17U

1,921)

l.obL

L,3 iU

759 

71b

715

1 ,040

lu, 8uO

,. > 

7,330

a, joj

6, 770

s.eic

1 2 , 2 L y

10,400

7,590

4.J8C

3,710

4,'liJ

5,230

4,650

4,ff>0

3,2?0

1,520

1,380 

1,660

1,820 

1,680

1,320

754 

711

704

1,160 

801

62S 

62?

600

578 

561

5U9 

553

61b

505

588 

615

638 

635

635

640

610

4a8 

408

391

459 

400

886

649

431

381 

342

336

353 

392

187

264

318

189

302 

333

187

317 

325

326

419

1,590 

1,080

829 

583

366

225 

205

350 

815

1,290 

1,170

1,080 

1,030 

980 

908

189

t Change In contents, equivalent In cubic feet pe ond, In Arkabutla Reservoir.
YAZOO RIVER

7-2610. Tallahatchie River at Swan LaKe, Miss.

^oia-c^. fi.--i.dt 33°51'47': , long 90°16'45", in SE-J sec.10, T.aS N., R.I W". , Choctaw meridian, on downstream didb of left pier of highway bridge, 1 mile southeast of Swan Lake, 3 mileo downstream 

from Cabeidj Bayou, and 18 miles downstream from point where panola-yuitman Floodway empties intL, 

TaJldhatchie River.

Drainage area. 5,130 sq mi, approximately.

Reourdg available.--November 1929 to September 1938 (except low-water periods). October i938 to 

 September 196'ti. Monthly discharge only for some periods, puolished in WSP 13±1. Gaga-height

recurds collected in same vicinity since November 1904 are contained in reports of U.S. Weather

Bureau.

gage. Water-stage recorder. Datum of gage is 113.38 ft above mean sea level, datum of 1929 with 

"1941 Alluvial Valley supplementary adjustment, U.S. Coast and Geodetic Survey. Prior to Oct. 11, 

1934 chain ^age at datum 2.00 ft higher; Oct. 11, 1934, to Sept. 18, 1944, wire-weight gage at 

present datum; and Sept. 19, 1944, to Dec. 31, 1958, water-stage recorder at present datum; all at 

site 1.5 miles upstream. Oct. 4, 1944, to Dec. 31, 1958, auxiliary water-stage recorder at site 

L,.8 miles downstream from former base gage at datum 0.95 ft lower. Nov. 22, 1939, to Aug. a8, 

194U, auxiliary staff gage and Aug. 29, 1942, to Oct. 3, 1944, auxiliary wire-weight gage, at site 

3.8 miles downstream from former base gage at same datum.

Average discharge. --27 years (1938-65), 7,301 cfs (unadjusted).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961

1965

±965

Date

Apr. 3, 4, 1961

May 1.. 1963

Feb. 15, 1965

Maximum

Discharge 

(cfs)

a 17,700

a 11,700

18,500

Gage height 

(feet )

b 28.41

d 21.92

37. 86

Date

Nov. S, I960

Dec. 13, 1962

Oct. 6, 1964

Minimum

Discharge 

(cfs)

530

633

1,190

Gage height 

(feet)

-

-

-

a Maximum daily, 

i occurred Apr. 4, 1961. 

o Occurred Mar. 3, 1962. 

d Occurred May 'd, 1963. 

e Occurred Apr. 30, 1964.

1929-65: Maximum discharge observed, 49,200 cfs Apr. 9, 1933; maximum gage height, 37.0 ft 

Jan. 15, 193a , present datum (affected by break in levee); minimum daily discharge determined, 

213 cfs Oct. 27, 1942; minimum gage height, 1.38 ft Oct. 26-28, 1942.

Remarks.--Records fair. Plow partly regulated by Sardis Reservoir on Tallahatchie River (see

station 7-2720), Arkabutla Reservoir on Coldwater River (see station 7-2780), and Enid Reservoir 

on Youona River (see station 7-2745).

Cooperation.--Gage-height record, 130 discharge measurements, and records of daily discharge furnisherj by Corps of Engineers; 3 discharge measurements made and records reviewed by Geological 

Survey.

he^lsluns (water years) . WSP 1711: 1932(M).

L[c,Lho(.Bf, II CUjK rtcT PEh iEC'JND, WATEP LCT06ER 196C TU SfcPTEMSEP 1*J61

I 

J

7

1 

3

b

n

ii

f(j

n

\

z

"-

A<«

3 1UJ

<! .TtO 

~ oUJ

 +, dttj

1. JIO

t./eu

t.5^U

<». 700

5,1,1.1,

btL'JO

± jK

i .D/L

.....

-

 

7bO

54J

J32

y Dt

t,9iC

J.LiCb

^, ?!.L

i-tobi.

J'T

 ;;B3 ,291

i.bM;

,., 

I'.^L

^t 6 -id

j ; »-

"l 7 L

+ .^1 

7.-.-I1.

9|?t,0

8,760

7,120

5,740

5.16C 

t.VJO

3,<*1U 

J , fKj

 \

10.UJO

'"*

_ 1L ,_

3,410 

3,t,20

3,280

5.15C

9,830

6.30C 

7,100

,25 .3o;

 

16,000 

15,500

15, 7UO

16, ^Ci,

13,500

12,7i.'C

12,-tOO

14,410

,sr..,,,-

17,700 

17,700

17,000

15,100

10,500

10,500 

10,400

1C, 2U> 

9,hlG

T.3.3U

S.H10

A

9,iOC 

9,000

9.46C

l.JOC

8,740

8,000 

7,840

7,780

B.lsc

6,050 

/, 74 C

7,74''

/,130

0,880

6,700

t .890

6,910

6,260 

6 ,060

5 ,85U

5,600

6,030 

6,050

7,050

6. 720

7,750

6,820 

6,640

6, 140 

4,C«0 

T.. -

5,<i2i

5,980

5,850 

5.770

5,710

5,570

5,570

5,350 

5,250

4,a40 

4,800 -^^

4,600

StPT.

 4,800 

4,820 

4,790 

4,910

4,900 

4,850

4,600

4,580 

4,520

4,470 

4,480

4,460 

4,430 

4,420

4,380 

4,360

4,330 

4,290

4,200

 .,558 

4,200
YAZOO RIVER BASIN

7-2810, Tallahatchie River at Swan Lake, Miss .--Contlnupri

LISCHAKl,t, I'* CUBIC FcfcT PE8. SbLUML, WATfR Yr it OCTOBtR 1961 TU StPTFMBtk 1962

2.400 ' 7,540 | 14,

3,670 6,970 16.40C

16,3CO 1,100 8,900 7,740 8.^90 ft3Si- ' ',530

15, Ji v, 15.0.JC 2.20) ! 15.li ^ 80 7 470

LAL YT. 1902: KTiL ^,'^7,lbl

f I'hnnge in contents, equivalent In cubic feet per second, In Arkabutla, Sardis, and Enld
YAZOO RIVER EASIN 

7-2810. Tallahatchie River at Swan Lake, Miss.--Continued

c.v

i

5

11

id 

13

IE

17

la

20 

*1

i3

25

27 

31

MH

«4T VK

t Ch

iXT.

5, Lib

4, die 

4.84J

5,060

-t,34o

4,020

j,24i.

4,14v,

2.8L,,

2.20U 

2.15U

ange In o

Liil.il-1 

M-V.

.' u.

l,97C 

I, Jtl. J33

I . I 3 :

 JM

DliCMh

J L.

,l '0

i 1 U

..320

,,«*,:

,,30

equivalen

LIC FthT

Jl^.

3 ;^C

1,ilO

a, I*L

7»^UC

:;Lo

4, 3*J

4, .f^O

t in oubl

Fct.

^,27J

4,71 J

4,<!7u

b . 7 0 0

 > i 0 U 0

4,7t. J

c feet pe

v.( .

i.'-.."1

l,<» t t

3, or,,

H , 6 I j

/tl j

r second,

At-'-.

7,0jn

U.7CO

l^sl/.^i.

15,?UL

lBt'_ 1"

In Arkab

'.^

13,600

ll.Ztu

b'"c

7, UC

b t '^4 ^ 

7.12C

utla, Sar

JU IF

d,7n

6, 3 JO

/.20'-

6 , T 3J

«;!B-,

6,42J

dls, and

atP 1064 

JULV

5 .830

,:«!.

6,7^ i

t ,7iii

o ,7\-^ 

7,4»C

Enid Rese

SI",,

7.450

f ,910

t.vio 

7,000

8,b3iJ

1,5'JO

h7 ; u "5

C,4i3T

P, 12n

C),50C 

f ,;50

rvoirs .

SEPT,

7,930 

7,710

7 , o 1 n 

7,550

7, 470

7,170

5,'iHO

?, 7«r

6, VO

t,57r

l,.rr

:

Hll

Z.ih' 1 

">,29 t 

5,110

isr.'ifti

5, ^99 

7, 13C 

111

1

J

5 

7

1L

11 

12

13 

14 

15

16 

17

18

21

25

26 

27

JO 

31

Mt«N 

Alt,

UC 1 >

2,17J

i.bc:

1.4BO

2,500

-*B5°

3,3bu

7,«40

7,060

7,aoo

6,860

1.1VO

7,22(1 

6,97c

D,5'JO

a, ibO 

 y,430

5.50C

11.20U 

I^.ULC

16,31^

12,<»LC 

11,200

8.2CC

l,,u n

3,. 01,

l,7uO 

1.20U

11,100

10, 5CII

17,200

13.6CC

1J./I-0

1C ,3 'I 1 :

14.6TO 

17.2L. J

11,41-C

1L.203

7.01C

6, 160

5,68C

4, ,130

4,180

4,470

^,930 

2,79J

4, 122

*,"21

2,^60

2, eSO 

2,710

2.B30

2,720

3,116

StP T .

2, if P 

2, 7=10

2,710

2,670 

2, 730

3,1FO

2, 100

2, tlfl

2.320

4, 340 

3.6<)0 

3.49C

3.075 

2, ICO

W«T YK 196!>: TCTAL 2.99J.32J MEAN 8,193 MAX 17,900 MIN 1,190 t -157

t Change In contents, equivalent In cubic feet per second, in Arkabutla, Sardls, and Enid Res
YAZOO RIVER BASIN

7-2820. Yalobusha River at ralhoun City, Miss.

Location. Lat 33"50"20", long 89=18'55", in SE^SEi; sec.23, T.23 N., R.9 E. , Choctaw meridian, on left

 bank of Yalobusha River Canal at downstream side of bridge on State Highway 9, three-quarters of a 

mile upstream from Topashaw Creek, 1.2 miles south of Calhoun City, lj miles upstream from old 

channel, and 4f miles upstream from Topashaw Creek Canal. Records include flow in Topashaw Creek 

Canal and all supplemental channels.

Drainage area. 305 sq mi (combined drainage area of all channels). 

Records available. October 1950 to September 1965.

Gage.--Water-stage recorder, and supplemental wire-weight gage read twice daily. Datum of gage is

 236.06 ft above mean sea level, datum of 1929, supplementary adjustment uf 1944 (levels by Corps 

of Engineers). Prior to Nov. 15, 1950, wire-weight gage at site 75 ft downstream at same datum. 

Water-stage recorder, and wire-weight gage read twice daily on Topashaw Creek Canal, 2y miles 

southwest of base gage. Prior to Aug. 16, 1963, wire-weight and crest-stage gage on Topashaw 

Creek Canal.

Average discharge. 15 years, 340 cfs.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height, in feet). 

Annual maximum discharge (*) and peak discharges above base (6,000 cfs), water years 1961-65

Date

Feb. 21, 1961

Mar. 31, 1961

Dec. 12, 1961

Dec. 18, 1961

Time

1100

1700

2000

1100

Discharge

* 19,500

9,760

8,980

* 13,200

Gage

height

a!4.88

-

-

314.03

Date

Jan. 6, 1962

Jan. 28, 1962

Apr. 12, 1962

July 15, 1963

Time

1600

0600

2000

0400

Discharge

8,460

8,320

10,000

* 8,380

Gage 

height

_

-

-

a!3.00

Date

Mar. 3, 1964,

Apr. 6, 1964

Apr. 13, 1964

Apr. 27, 1964

Feb. 12, 1965

Time

0900

1400

21 OU

1600

1300

Discharge

6,900

9,390

» 11,400

7,380

* 10,200

Gage 

height

_

-

a!3.40

-

a!3.23

Annual minimum daily discha

Water year

1961 

1962 

1963

Date

Sept. 26-30, 1961 

Several days 

Sept. 26, 1963

Discharge

0.70 

1.0 

.60

Water year

1964 

1965

Date

Oct. 14, 15, 1963 

Several days

Discharge

O.£0 

.10

1950-65: Maximum discharge, 23,000 cfs Mar. 29, 1951; maximum gage height at river gage, 

15.22 ft Mar. 29, 1951; no flow at times in 1950-57.

Remarks. Records fair. Discharge computed by combining the flow of individually rated Yalobusha 

River and Topashaw Creek.

DISCHARGE, IN CUBIC F ET PER SECOND, WATER YEAR OCTOBER 196C TD SEPTEMBER 1961

1

2 

3 

4

5

7

B 

<} 

10

11 

12 

13 

14 

15

16 

17

la 

19 

20

21

22 

23 

24 

25

26 

27 

28 

29 

30 

31

MAX 

NIN

IN.

1.4 

1.1 

1.9

5.1

30 

55 

52

17

8. 

7. 

5.

3. 

3.

2. 

1. 

1.

23

6. 

3.

Z.

2. 

2. 

2. 

1.8 

2.7 

12

1.0

B.5 

3.9 

3.0 

2.4

2.4 

1.9 

2.2

169

40 

16

13 

7.4

6.8 

12 

9.7

7.3

5.9 

36 

312 

74

40

31 

20 

14 

18 

17

1.9

7.3

5.2

4.4

4.8 

9.2 

11

B.O

66 

72 

34 

31 

23

2U

15 

1C

77

21G 

96 

61 

41

27

22 

19 

15 

126 

394 

S4b

4.4

943 

35B 

16h

64

48 

40

30

28 

35

27

66

50 

38

25 

23 

22

22

26 

39

30 

137

305

124

32

1,070

4,615 

2,590 

1,280

_____

22

361

234

634

BIB

597

529

1,°70

877 

323 

17C

3,720 

4,210

123

3,170 

1,540

250 

IRC

705

485

124

5B 

52 

75

76 

53

52

B8 

58

24 

53

29

566

lOo

12 

11

9.6

6.6 

6.4

5.7

4.C 

4.1 

4.1

24 

68

11 

8.5

7.4

5.7

5.2

IB 

a. 2 

7.4 

6.2

6.C

4.0 

3.8

3.8

.8 

 5

.4

.4 

13

 5.6

8.8

55 

515

61

30

7.5 

45 

314 

116

49

12 

8.9

. 8

3.4

4.2 

3.3

B.2

9.7 

5.3 

3.9 

6.7 

3.1

2.6 

2.4 

1.3 

1.5

1.8

7.6 

3.1 

2.1 

2. « 

2.0

4.8 

2.6 

1.9 

18 

8.2

4.?

3.0

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.70 

.70 

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.70

.70

WAT YR 1961: TUTAL 120,855.10 MEAN 331 MAX 17, ICO MIN .70 CFSM 1.09 IN 14.74
7-2820. Yalobusha River at Calhoun City, MiSo.--Continued

LMY

7

1-

1 =

15 

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2;

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CFSM 2.14

JISCHARut, IN CUBIC FtcT PER iECDNu, YEAR rCTDBEk 1962 TO SEPTEMBER 19e3

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7-2820. Yalobusha River at Calhoun City, Miss.--Continued

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517

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WAT VR LTO*: TJT4L 171,354.20 ^EAN 463 MAX 9,930 MIN .20 CFSM 1.54 IN 20.89

CUtJIC FbET PEP SECOND, WATEK YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

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17

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CFSM 1.58 IN 21.51
YAZOO RIVER BASIN

7-2830. Skuna River at Bruce, Miss.

Location. Lat 33°55'25'- , long 89°20'50", in SW^ see.6, T.13 S. , R.I W. , Chickasaw meridian, near 

right bank (revised) on downstream side of bridge on State Highway 9, 1 mile south of Bruce.

Records available. October 1947 to September 1965. Prior to March 1948 monthly discharge only, published in W3P 1311.

Gage. Digital water-stage recorder. Datum of gage is 238.75 ft above mean sea level, datum of 1929 

("levels by Corps of Engineers). Prior to Aug. 31, 1948, wire-weight gage, Aug. 31, 1948, to 

Mar. 23, 1955, graphic water-stage recorder, Mar. 24. 1955, to 3ept. 12, 1957, wire-weight gage, 

and Sept. 13, 1957, to July 26, 1964, graphic water stage recorder, at same site and datum.

Average discharge. 18 years, 373 cfs.

Date

Feb. 20, 1

Dec. 12, 1

Water year

1961

1963

}61

}fil

Ml

Time

1700

osnn

08.10

2400

1400

Discharge

* 13,400

7,880

8,420

10,000

7,080

* 11,900

Gage

20 . 24

17.52

17.91

18.30

16.91

19.59

Bate

Juno

Mar

Apr.

July

Mar.

25, 1962

12, 1963

30, 1963

14, 1963

2, 1964

Time

0800

0700

0400

1000

16^0

Discharge

6,870

* 11,500

6,070

9, 590

7,260

Annual minimum discharge, water yea

Date Discharge

Sept. 24, 25, 1961 2.2

Oct. 11, 1963 5.0

Qage height

-2.47

b -2.47

teter year

Iy64

height

16.73

18.36

13.82

17.00

14.57

Date

Mar. 4, 1964

Mar. 15, 1964

Apr. 6, 1964

Apr. 13, 1964

Feb. 11, 1965

Mar. 1, 196E

Mar. 29, 1965

Time

2000

0100

0100

1100

240u

1915

1915

Discharge

9,370

* 14,100

11, 200

10, 900

* 7,060

6,460

6,280

Qage 

height

16.83

19 . 89

18.13

17.92

14.31

 a 1961-6E

Date

Sept. 13, 1954

Discharge Qage height

4.1 c -2.52

a Occurred Aug. 23, Sept. 25, 1962. 

b Occurred Sept. 25, 1963. 

c Occurred Oct. 31, 19K3.

1947-65: Maximum discharge, 61,400 cfs Mar. 21, 1955 (gage height, 24.11 ft), from rating 

curve extended above 19,000 cfs on basis of incomplete current-meter measurement and computation 

of flow over the road and through bridge openings; minimum, 0.9 cfs Aug. 18, 1954.

Revisions. The figures of maximum discharge for some water years have been revised, as shown 

in the following table. They supersede figures published in the water-supply papers indicated.

WSP

1561, 1731 

1631, 17.31 

1711, 1731

Water year

1958 

1959 

1960

Date

Sept. 20, 

June 10, 

Dec. 18,

Revised peak discharge (baae 5,000 cfs).- 

Sept. 20 (2130| 12,300 cfs 119.78 ft)

1958 

1959 

1959

Discharge 

(cfs)"

12,300 

13,200 

11,800

Gage height 

(feet)

19.73 

20.18 

19.58

-1957-58: Apr. 29 (1200) 11,900 cfs (19.60 ft);

oarks. --Records fair.

LISOAftLft H CUBIC f-tET PfcF SECUNCi, WflTEP VtfiF OCTUPEP 1-t.- T StPTFf-BER ]=tl

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.12
YAZOO RIVER BASIN

7-2830. Skuna River at Brace, Miss.--Continued

DISCHARGE, IN CUBIC FEET HER SECOND, WATER YEAR OCTOBER 1S61 TO SEPTEMBER 1962

1

2 

3

5

7

1C 

11

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25

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100

146 

666

336 

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23

24

2,600

2,160

1,350 

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216

81

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2,780

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200 

134

64

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3.15

57

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43 

124

229

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54C'

7, lot 

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3,78u

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338

298

211

123 

176

21«

43

5.25

2,190 

533 

377 

246 

4,183

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3,1190

424 

337

281

217

3,173

722

345 

434

235 

212

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1,64';

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483

212 

5.85

227 

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155 

142 

149

159 

120

127 

105

89

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2.J70

417 

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1,911,

689 

2,440 

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1,510

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72

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662 

325 

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138

2,370 

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346

172

121 

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102

221 

151 

117

216 

147

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102 

84 

75 

77

3"3 

5^t

320 

225

7,c 6 C

5.83C

383

188 

151 

123

95 

«4 

67

62 

208

116

5C 

3.9L

293 

158 

106 

78

05 

51

35 

34

29

22

13

17 

18 

15

15 

13

12 

11

10

6.2 

7. a

2,13L<

7.B 

.75

765 

1,540 

1,480 

79C

29C 

12"

121

53

IB*

7B3

27

23 

2r

I* 

13 

12 

14

 .,37:

41b

ise

184

12

2. 20

50 

50

3T 

3C

405 

174

43 

27

34

3C

24

15 

11

9.1

e.6

8.2

 >.a

21

16

2C

4=9 

3.2 

.19

30. E2

113 

44 

73 

53

15 

14

11

9.b

S.I

7.8

7.3

6.9 

6.8

6.4 

5.5 

5.2 

11

431

44 

1C

12

481 

5.2

.14

11

34 

12

?.6

a.6

1.6

12

33

13

3.6

M

B.6 

7.3

b.4

5.;

5.2 

4.9

4.6

!5 

12

7.'

3'..c

I?. t 

41 

4. ft 

.05

DAY

1

2

3

<t

5

6

7

d

^

10

11 

12

13

14

L5

1C,

17

IB

1^

2J

21

2-

£3

;4

2 1) 

20

27

TCJtiL

MEAi, 

MAX

ChSM

[N.

11

13

10

8. E

a.l

7.C

t>. 3

b.t

5.3

5.3

5.>j 

5.6

b.3

6.t

6.t

1C

0.6

7.7

7.7

14

! ;

11

7.7

0.1

7.7 

7.7

7.7

7.7

7.7

252. a

8. IE 

15 

5.-

.L3

.U4

7.7

e.i

8.8

a. e

a. 5

7.7

7.7

7.7

7.7

9.1

Ib

13

li

«.<>

3.2

^ . p

6 J

2^

22

s

i,

2

4

3

2 

2

1

1

7.7

.C5

tb

11

10

lu

i.6

1C

1L

1J

u

1^

! - 

lj

It

lj

1..

1-'

11

11

U

U

Iw

t o

SD

Zt

2*

5o

3^

2t

3tl

3a

3.6

. Jd

.O 1"

L5

16

14

14

14

14

14

14

14

13

17

IB

14

12

12

1 2

16

21

21

IP

16

35

3L

25

28 

242<"

153

loG

12

.11

.13

9?

73

175

= 7

E7

33

31

2-*

23

! )

24o

62

45

32

23

20

3J

522

269

1C3

49

35

35

32

21 

21

 

 

19

.24

.3o

MAP.

1C -

1-5

5 .)

27'

2,37':

356

2ijH

125

KV

731

5,07o

1,?70

4^:

<; L ,_,

543

2t7

17;

135

1.2

71

72

t ti

5*

73

55

4v

4-

i6

2. = 2

3.;7

32

28

2f25

24

Io5

5^6

2na

114

BC,

5^

36

31

27

26

24

22

2u

21

21

1°

17

16

18

311 

715

2.34C'

4,1CG

16

1.24

1.38

844

2t3

106

101

63

50

f;

3C

?6

24

22

15

18

16

14

11

a. 2

7.f

7.C

6.t 7.'"

7.C

a.l

3C3

l,?i:

1,510

f.54

14H

1,511

6.6

.84

.37

38

25

C

6

4

3

]

1.6

°.2

8.5

6.1 

7.7

7.C

6.3

7.0

6.5

6.3

Sf

21'

138~.Q

33

796

If J

31

°7

117

78*

.2t,

.20

195

^1

44

4 3

2B

?5

30

3^

IS

12

11

1C

?ir

5,7lr

2.3SC

662

1,770

2,170

7? 7

223

575

1 34

69

48

937

1,130

4'; 4

1CL

213 -«-7

5,71": 

1C

2. 42

?.79

275

 13

51.

34

25

,3

18

22

23

14

11 

1°C

153

2??

M

1

7

4

4

2

B

4

2

I

3

3 

5

? 5

G

. 1

. 4

SEPT.

15

11

1 ;

78

]f6

e»

26

16

12

i:

= .2

25

l:-.

?6

IS

15

13

TZ

'.1

U

V.6

3. w

7. 7

7.C

b.t 

7.T

1.2

8.5

7.7

166 

6.6

.10

.12
VTA300 RIVER BASIN

7-2830. Skuna River at Bruoe, Miss.--Continued

DAY

1 

2

5 

7

9

11

13 

14

15

16

17 

If 

19

21 

22 

23

25

26 

27

29

30 

31

MEAN 

MAX 

HIN

IN.

'- ^

7.3

6.8

6.4

6.1, 

5.5

5.1 

5.1

5.1

5.1

5.1 

5.1 

5.1

5.5

5.5 

5.5

4.7 

4.7

4.3

7.8

4. J

.03

L S ._-

11

18

16 

11

7.<J

6.4 

0.4

6.0

7.3 

7.3

6.2 

23 

94

13

12

la

10

.06

|_J!c1_

li li

11 1 J

3.6 

1J

2i

2,020

996 

26J

114

70

51

4B 

3V

32 

32 

43

35

57

200

88 

61 

45

9.6

1.03

 

40 

35

33

3£

21»

570

3.59C

522

818

87 

88

290 

156

2.JGC

E3S 

259

12'J

123

30

2.40

 

20 =

14o

83 

24S

1,050 

43o

141

87

571

2,73^

7^2 

648

223 

176

lie

120 

119

568

71

2.24

25=;

3.T7J

4 , 4fct 

4.06C

2,130

1,410

072

3 41

5.04C

3E2

258

222

166

1,243

2,ieo

664

153 

68

6S

8.52

|-1 

51 

44

;BP

2,51 r 

6,540

3, eat

443

258

7,740

288 

212

188 

404

1,060

1,330 

3,390

370

37

6.84

1 

19fi

25A 

1C 4

ac

65

52

51

124

26 

23

22 

20

28 

22

20 

20

32 

19

18

.45

l=>

5

3

I

C 

9. B

e.5

8.6

e.3

7.4 

7.4

10 

B.C

7.4 

7.4

10

7.4

.09

146 

1 5i

57 

27

?t

11

15

16"

235 

58

22 

16

13 «;?

50 

23

24

32

14

21 

34

13

.34

AUG."

22 

IP

13 

U

11 

11

-.2

14

= .5 

= .2

?7

25 

17

1* 

12

1C

S.R

S. 

?.

8. 

8. 

8 .

8.

.1

7.7

7.4

6.8

5.3

5.C

4.1 

4.4

4.7 

4.7

5.f

5.6 

5.6

5.3

5.0 

 5.0

4.7 

4.4

4.4 

6.5

124 

35

4.1

.06

DAY

1

2

3 

4

5

7

8

9

10

11

12

14

15

17 

18

19

20

21

22

23

24

26

27

28

29

30

MAX

MIN

IN.

OCT.

15

11

5.6 

16

18

9.2

8.5 

7.9

7.5 

7.5

7.5

23

16

10 

6.9

7.9

7.2

7.2

7.2

7.2 

7.2

7.2

1.2

11

26

12

7.2

.05

NOV.

8.5

8.5

3.2 

8.2

8.2

11

20 

15

11 

9.9

9.6

9.6

9.2

9.2 

22

227

227

56

26

19 

37

76

40

I. 110

445

93

8.2

.40

DEC.

51

35

31

24

22

80C

> ,250

149

95

52 

328

162

136

132

105

91

28G

131

91

74

9C

20

.82

JAN.

38

121

B95

84

72

341

153

84

71

56 

51

47

45

43

6?

566

154

104

80

67

61

43

.85

FE8.

55

69

56

71

122

4,980

4,600

421

204

122 

106

SI

76

69

62

57

1,180

338

203

 

______

45

?.44

HAP.

2,710

3,600

1.63C

178

140

126

1.32C

31.2

476

1,150 

1 , OPO

26C

158

114

iC74

3,900

2,230

693

3,240

3,290

74

4.58

APP.

380

250

206

143

132

85

70

51

53

46

39

75

77

52

38

33

?6

29

26

24

23

3 23

.44

MAY

22

19

18

15

14 

13

12

13

10

9.9

18 

17

28

19

14

11

9.9 

8.9

7.?

31

22

13

9.9

9. -

7.0

.07

JUNE

8.2

7.5

7.5 

7.2

6.e

is

12

1.5

°.2 

26

31

13

}S

10 

8.9

7.5

6.8

6.5

6.5

6.2

8.9

6.2

5.6

6.8

7.5

7.2

5.6

.05

JULY

5.9

5.3

4.9 

5.1

4.9

4.9

?Is

6.5 

4.0

4.2

4.0

79

7.5

5.3

4.6

4.6

4.4

4.2

4.t> 

12

56

46

30

9.6

6.5

4.0

.06

AUG.

5.*

5.1

5.3

6.2

5.°

8.5

27 

1C

8.5 

6.8

5.6

5.6

5.6

5,6 

5.1

4.5

6.?

6.5

5.3

5.1 

56

6.8

6."

67

57

18

8.9

4.9

.06

SEPT.

n.a

6. R

6.2 

5.0

7.9

5.9

5.3

4.9

5.6

145

69

11

a. 2

6.2 

5.6

5.3

5.1

5.1

6.8

14 

13

7.5

6.2

5.6

5.<>

3.5

4.9

.06

HAT YR 1965: TOTAL 74,190.1
YAZOO RIVER BASIN

Location. --Lat 33°48'3l'', long 8y°4e'14", in NEi sec. 4, T.2C N. , R.5 E. , Choctaw me 

 house of dam on ^alobusha River, 2-g miles upstream from Batupan Creek, 3 miles n 

nada, and 63.6 miles upsUeam from mouth of Yalobusha River.

sec. 4, T.2C N. , R.5 E. , Choctaw meridian, at gageortheast of GreDrainage area. 1,3^0 sq mi, approximately. 

Records available. --July 1953 to September ly65.

djustments, U.S. Coast and Geodetic Survey

Jet. 1, 1968, at datum 160.00 ft above mean sea level.

Extremes. Maximums and minimuins contents in acre-feet, elevation in feet) for the water years

re contained in the following table:

Apr. 1£ 

Apr. 1£ 

July SE 

May 1

Maximum contents, 1,139,800 acre-ft Apr. 15, 1

ince initial filling of reservoir to conservation level,

Remarks.--Reservoir is formed by a rolled-fill earth dam with concrete spillway and outlet tunnel. 

Storage began June 30, 1953. Capacity, 1,337,400 acre-ft at elevation 231.n ft (crest of spillway), of which about 1 251,700 acre-ft is available for flood-control otorags and about &^.70u 

acre-ft is permanent storage which will be maintained for incidental recreational purposes at 

elevation 193.0 ft (-J4 ft above sill of outlet gates). Water below 163.0 ft cannot Le withdrawn 

through outlet tunnel. Figures given herein represent total contents. Reservoir ust-d only for 

flood control.

191.0

192,0

194,0

196.0

198.0

200,0

CONTENTS, IH THOUSANDS OP ACRE-FEET, AT 0800 HOURS, WATER YEAR fiCTOEER 1960 TO SEPTEMBER 19tl

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

19

21

22

23

24

26

27

29

(t)

MAX 

M1N

OCT.

174.2

175.9

174.0

174.2

174.2

176.0

179.O

182.6

136.7

189.1

187.2

184.8

182.1

179.4

176.3

1(2.8

166.7

162.2

158.0

154.7

lbo.6

147.0

145.1

140.1

137.0

133.3

130.2

127.6

i24 5

121.4

195.92

-931 

llfl O

NOV.

116.5

113.9

111.6

109.0

106.4

103.7

101.6

99.15

96.77

99.34

99.56

99.67

96.61

97.63

96.35

95.41

95.30

95.00

94.39

93.18

92.07

90.85

92.37

92.88

93.48

95.28

92.57

91.46

90.65

69.54

193.32

-471

CALENDAR YEAR 1960 ..... 

WATER YEAH 1960-61 .....

DEC.

88.62

87.41

B7.31

87.11

66.90

bt .70

87 .82

68.02

68.42

88.12

88 .02

90.04

91.46

91.96

32.37

ai.27

92.27

92.37

J2.27

85.21

64.55

85 . 31

66 30

86.70

87.21

Bl . 31

87-61

87.71

86 9i

9? 2O

Is5 95

-,±56

JAN.

124.8

143.9

159.5

167. 6

170.7

171.8

171.6

170.6

168.5

166.0

161.6

157.1

153.1

149.0

145.0

141 .4

138.1

133.6

i29.5

126.8

123.4

123.4

117.2

115.8

1O9 .6

105.8

102.1

98 .2 /

94.80

195 45

-440

FEB.

b9 .64

88.02

86.50

87.31

87 .71

bb.02

88.83

91.05

94.49

97.63

99.24

100.3

100.6

101.1

100.5

99.67

98.81

104.6

116 4

135.9

255.1

369.7

466.6

515.3

533.2

545.4

553.3

562.8

 

2j.5.5b

+8 651

MAR.

572.4

579.7

584.1

583 . 5

5b5.3

584.4

587. e

599.6

617.1

627.2

628 .7

628.5

630 . 5

635.5

636.5

636.3

634.3

634.7

638.6

641.8

647.3

654.1

657.6

657.6

656.8

653.7

651.3

663.2

687.0

72L .4

79o.8

222. Ob

+4, 106

APR.

859.1

897.8

916.7

926. t

935.6

941 . 7

943.8

=146.9

949.0

955.1

961.8

971.6

s.95.7

1,010.7

I,ul4.9

l,013.b

1,011.7

1,010.1

] , 005 . 8

999.4

99t 5

986.1

980.9

973.7

967.5

964.9

959.8

y54.6

95L 0

942 2

224.09

+] 652

MAY

935.6

925 .1

919.1

312.2

JO6.2

302.2

699 . 3

898.8

897.8

891.5

8b5.9

079.6

875.4

Sbl.6

895.8

897.3

B91.B

887.8

881.1

875.8

867.7

863 .9

857.6

848.6

b44.2

637.1

829.7

822 8

815 9

221.28

-2 200

JUNE

b02 1

795.2

788 9

782.7

776.1

769.4

765.4

759.7

754.3

750 . 4

744.1

738. B

737.5

731.5

720 M

714.1

708.1

701 . 4

703.4

696 .9

693.6

687.0

682.1

675.5

670.6

663 2

656 1

64b 5

642 2

217.33

-2,813

......... . * -298 

.............. * +26.5

JULY | AUG.

_ | c

627.5

620 .2

614. £

607.^

b99.b

602 6

c"2o f620.9

614.8

faOS.O

601.9

598.1

600.4

599.6

606.5

610.6

608 . 4

60J.4

597 .7

3dl .fa

585.2

578. E

575.8

568.7

565.6

557.7

552 2

545,4

54u . 2

*-

214 4.J

£19.2

£13.6

51^.9

512.6

aoH.5

5 1 '2 . c

495.4

494.1

493.3

4=t£ .8

4bb.l

4bU.4

4,73.3

466.3

461.1

455.0

44d.o

441 .9

454.9

45O 6

423.6

417.2

412.0

408.5

402 . 7

596.5

390.2

3b3.8

378.0

^ t 2b

-1 756 - t_a99

SEPT.

567.5

561.5

555. 7

35C . 5

S4t .2

o4l.2

536.8

531.4

326.7

313.7

;15.5

507.4

501 0

295.8

291.1

2d4 6

27b.4

272.2

266.1

260.4

254.0

Z4H.2

256.0

229.7

22?. 4

216. b

210.5

204 3

198.2

fc.il 32

Elevatio 

Change i

in feet, at 2400 hour
YAZOO RIVER BASIN

7-2845. Grenada Reservoir near Grenada, Miss.--Continued

CONTENTS., IN THOUSANDS OF ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

a

9 

10

11

12

13

14

15

16

17

19

20

21 

22

23

24

25

26

27

28

29

SO 

31

(t)

(*)

MAX 

MIN

OCT.

191.8

188.4 

182.6

176.8

170.4

164.5

159.1

153.1

147.4 

141.4

135.5

129.6

123.6

117.6

111.2

104.7

99.02 

98.06

96.88

95.81

95.10

94.09 

93.28

92.37

91.56

90.75

89.94

89.33

88.83

88.42

87.92

193.19

-1,720

191-.8 

87.92

NOV.

87.51

87.21 

88 . 22

86.20

88.52

92.57

89.74

85.69

85.79

85.99

86.40

97.42

142.3

172.6

201.3

225.6

256.8

263.5

263.7

281.3

306.2

332.4

348.8

359.1

366.4

371.7

374.7

209.43

+4,801

347.7

DEC.

372.5

367.5

362 .8 

358.3

354.1

348.6

343.9

339.1

331.7

378.0

431.8

499.1

543.3

572.4

589.3

626.8

790.2

841.4

861.9

868.2

867.2

863.9

859.1

854.3

848.1

844.2

838.5

222.00

+7,551

870.1

CALENDAR YEAR 1961... ................. . . _

JAN.

840.0

842.8 

843 .3

840.9

844.7

887.4

934.0

960.8

969.6

966.5

957.7

951.5

945.9

951.5

969.6

976.8

975.2

973.2

969.6

970.6

985.6

997.3

,005.8

,038.5

,078.9

,115.0

,126.5

,128.8

227.54

+4,699

1,128.8

..... *

FEB.

1,125.9

1,120.2

1,105.8

1,099.5

1,093.3

1,086.1

1,078.9

1,069.4

1,055.6

1,046.2

1,038.5

1,030.4

1,023.0

1,021.3

1,019.7

1,012.8

1,013.8

1,007.4

1,023.5

1,048.9

1,067.8

1,081 .1

1,090.5

1,107.0

 

227.40

-145

1,125.9

4-995

MAR.

1,123.6

1,128.8

1,121.9

1,113.9

1,104.1

1,098.4

1,090.5

1,093.8

1,119.0

1,128.8

1,129.4

1,130.0

1,123.6

1,113.9

1,108.7

1,091.1

1,083.3

1,076.1

1,062.8

1,056.1

1,050.6

1,043.9

1,039.0

1,034.7

1,025.6

1,017.6

1,011.7

225.35

-1,841

1,130.0

APR.

1,003.2

995.1

979.9

972.7

968.0

970.6

968.5

964.9 

958.7

978.8

1,056.7

1,124.2

1,172.5

1,189.2

1,189.8

1,186.2

1,173.7

1,168.4

1,161.8

1,143.2

1,136.3

1,127.1

1,118.5

1,109.9

1,105.8

1,105.3

1,099.5

226.98

+1,497

1,189.8

MAY

1,096.6

1,092.7

1,077.8

1,069.4

1,061.1

1,051.7

1,040.6

1,031.5

1,023.0 

1,013.8

1,003.7

995.7

986.6

976.8

967.5

958.7 

948.4

939.7

931.1

921.6

901.3

891.8

882.5

873.4

864.8

855.7

846.2

860.5

889 .3

223.31

-3,149

1,096.6

JUNE

906.2

913.2

925.1

925.6

924.1

919.6

914.2

906.2 

89 7 .8

888.4

881.6

881.1

875.8

868.2

859.1

850.0 

840.9

831.6

824.2

815.9

798.0

788.9

781.8

792.5

798.9

796.6

790.2

783.6

220.70

-2,058

925.6

JULY

776.5

768.1

752.6

745.2

738.8

731.1

723.0

716.2 

708.1

699.8

692.8

685.4

677.1

668.5

660.8

654.9 

647.0

639.4

630.3

622.5

607.2

599.2

597.3

611.0

614.8

608.4

603.4

569.9

216.05

-3,098

776.5

AUG.

585.9

580.0

568.7

562.1

555.9

549.0

543.0

536.7 

531.1

524.4

517.0

511.2

505.8

498.8

492.1

486.4 

480.4

474.0

468.2

463.7

451.5

445.6

445.9

441.9

436.7

431.2

425.1

419.3

210.71

-2,897

585.9 

413.8

SEPT.

407.9

404.5

398.9

393.4

386.9

380.2

374.4

368.6

362.8

353.3

348.1

342.6

337.6

336.8

331.7

327.2 

323 .5

316.5

310.5

303.4 

297.0

290.9

285 .1

279.1

275.3

269.0

261.2

255.7

250.1

204.13

-2,749

407.9 

250.1

WATER YEAR 1961-62. ................... * +72.8

t Elevation, in feet, it 2400 hou 

equivalent

day o 

eet pe

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

9

10

11

12 

13

14

15

16

17

18

19

20

21

22

23

£4

25

26

27

28

29

30 

31

(t) 

(*)

MAX

MIN

OCT.

244.2

238.4

232.9

227.4

221.6

216.4

210.3

200.6

195.1

189.1

183.4

172.4

165.1

159.4

154.9

149.0

143.2

140.1

137.2

134.1

131.3

128.2

124.6

121.6

118.2

115.6

113.1

110.4

107.8

194.96 

-2,277

244.2

107.8

NOV.

105.1

102.8

100.3

98.06

96.13

93.68

91.36

88.52

88.22

88.02

87.61

87.21

86.90

86.60

86.40

87.82

88.22

89.03

89.33

89.54

89.23

89.03

88.83

88.73

88.62

88.12

84 . 26

80.46

192.22

105.1

80.46

DEC.

77.04

73.51

70.22

66.86

67.28

67.03

67.37

67.28

67.28

67.73

67.46

67.28

67.37

67.55

67.73

67.81

67.81

67.99

68.08

68.88

69.15

70.13

71.11

71.82

72.26

72.80

73.07

73.87

74.22

191.79

77.04

66.86

JAN.

74.49

74.85

74.85

74.93

75.11

75.11

75.11

75.02

75.20

75.38

75.47

75.56

75.56

75.65

75.65

75.65

75:82

76.00

76.09

76.09

77.89

77.42

77.61

77.89

78.08

78.27

78.18

79.51

81 . 79

192.73

81.79

74.49

FEB.

83.88

85.31

87.51

88.62

89.74

90.35

91.05

90.95

90.95

92.67

93.58

95.81

89.03

88.22

88.32

88.32

89.74

92.37

95.61

97.42

98.17

98.81

99.13

99.34

99.13

98.92

_____ _

______

194.28

99.34

83.88

MAR.

98.81

99.88

100.7

101.5

104.4

116.9

129.7

149.7

153.6

155.3

172.0

198.2 

229.9

247.8

259.9

269.9

277.0

280.8

284.2

284.9

285.1

284.6

284.0

282.6

282.4

282.4

282.0

281.3

280.6

280.0

205.65

285.1

98.81

APR.

278.6

277.3

275.7

274.8

273.0

273.9

273.5

273.9

274.8

273.5

272.4

270.6 

269.2

267.9

265.5

265.2

265.0

264.8

265.0

264.6

263.7

264.3

264.3

263.9

265.0

265.7

268.4

275.7

288.3

206.75

288.3

263.7

MAY

310.5

324.2

333.9

344.4

349.6

353.8

357.0

357.3

356.7

357.0

357.3

357.3 

356.7

356.2

355.2

354.4

355.2

354.9

354.1

353.6

353.3

352.8

351.2

350.2

359.6

367.8

375. U

380.5

385.2

209.88

386.0

310.5

JUNE

385.5

383.8

381.8

379.4

377.2

374.2

372.2

367.3

363.9

362.0

359.9

357.3 

354.6

353.0

350 . 7

348.6

346.0

343.1

342.3

342.8

343.5

342.3

343.1

344.9

346.5

346.0

346.0

345.7

343.9

208 . 31

385.5

342.3

JULY

343.1

342.0

340.7

339.9

337.8

335.4

332.7

331.4

328.7

326.7

324.5

321.7 

327.2

340.4

364.5

388.5

407.6

421.5

431.8

442.5

448.3

450.2

449.9

448.6

445.9

445.6

446.8

447.4

447.4 

447.1

212.01

450.2

321.7

AUG.

449.3

449.9

448.3

445.3

442.2

439.2

437.0

440.4

438.6

436.4

435.5

432.2

429.4

427.0

423.9

421.2

417.8

415.2

415.5

412.6

409.7

406.2

402.7

399.2

396.6

392.8

390.2

383.6

209.51

449.3

378.6

SEPT.

374.2

368.9

365.0

359.1

356.5

352.3

347.5 

542.8

337.8

333.0

328.0

322.7

314. '2

310.0

305.8

301.3

295.8

291.6

285.8

280.4

273.7

269.5

262.2

255.7

250.9

246.3

241.8

236.4

231.7

203.22

374.2

231.7

t Elevation, In feet, 

* Change In contents,

on last day of month.
YAZOO RIVER BASIN

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1965 TO SEPTEMBER 1964

DAY

1

2

3

4

5 

6

7

8

9

10

11

12

13

14

15

16

17

19

20

21

22

23

24

25

26

27

28

29

30

31

(t)

(*)

MAX

KIN

OCT.

226.0

221. Z

215.8

210.7

200.6

196.0

190.6

185.5

180.6

172.6

167.3

162.1

157.3

152.1

149.7

150.6

147.8 

145.3

142.5

140 .J

137.7

135.3

133.0

130.8

128.4

126.3

124.4

122.1

119.8

117.6

 195.83

-1,822

226.0

117.6

NOV.

117.2

113.9

111.3

108.4

107.3 

105.0

103.1

100.8

98.49

95.92

93.68

91.15

89.74

88.93

88.12

87.82

87.71

87 .82 

87.92

87.92

88.02

88.12

89.33

89.84

90.14

90.35

90.55

90.45

90.45

90.04

193.42

-437

117.2

87.71

DEC.

89.94

89.54

89.13

89.03

88.52

B8.02

87.51

86.90

87.51

91.86

102.4

111.6

121.9

128.6

131.3

132 . 2

132.2 

131.8

131.3

130.5

129.7

129.1

128.4

127.6

127.0

126.6

126.5

126.5

126.2

125.6

196.58

+568

132.2

86.90

JAN.

124.5

124.0

123.4

122.8

121.9

122.7

123.7

131.0

139.9

149.9

158.5

164.6

171.3

174.2

173.4

171.2

168 .8 

165.8

164.2

163.1

161.5

158.9

156.8

156.8

163.1

169.4

174. U

175.6

177.1

177.9

200 . 32

+847

177.9

121.9

FEE.

176.3

174.4

171.8

169.1

167.4 

164.9

166.6

166.6

164.9

161.5

160.6

157.3

154.7

154.5

156.6

167.9

183.0

197.0 

206.8

214.7

220.1

223.2

224.8

224.2

223.6

2E0.1

218.1

216.0

216.2

__ _ __

202.61

+686

224.8

154.5

MAR.

216.6

219.7

242.4

271.0

312.0 

352.5

373.1

391.4

414.3

429.7

439.5

444.1

445 .0

445.9

502.8

562.1

603.0

633.9

638.6

637.0

633.5

629.5

624.8

621.3

622.1

627.5

627.9

624.0

620.6

614.0

216.65

+6,412

638.6

216.6

APR.

608.7

604.9

600.0

599.2

600.0 

635.9

683.3

720.4

738.8

748.2

749.5

754.8

798.9

866.2

913.2

934.0

936.1

931.1

925.6

920.1

919.6

916.2

934.0

958.2

985.6

1,033.6

1,076.6

1,095.5

1,105.8

227.24

+8,380

1,105.8

599.2

MAY

1,111.0

1,115.0

1,114.4

1,112.7

1,101.8

1,095.0

1,087.7

1,080.5

1,075.5

1,068.3

1,062.2

1,056.7

1,051.2

1,044.5

1,037.4

1,029.9

1,014.9

1,008.0

1,002.1

995.1

989.8

982 .5

976i3

969.0

961.8

957.7

954.6

947.4

940.7

224.02

-2,817

1,115.0

940.7

JUNE

9-34 .0

928.1

921.1

914.7 

907.2

900.3

892.8

885.4

877.7

871.0

864.8

857.6

851.0

843.8

836.6

830.2

823.8

808.6

801.7

793.8

788.0

780.9

775.2

768.5

761.5

754.4

746.9

741.3

737.5

219.65

-3,423

934.0

737.5

JULY

730.2

724.7

719.2

713.6 

708.1

701.0

694.4

686.6

683.7

677.6

671.8

663.6

661.6

655.7

649.7

644.2

637.4

622.8

615.2

608.4

601.5

594.6

587.8

581.9

575.3

569.8

562.1

555.5

547.9

543.7

214.74

-3,126

730.2

543.7

AUG.

533.1

532.8

526.5

519.8 

514.6

508.9

502.2

494.8

488.4

481.0

482.0

479.4

472.7

469.5

460.2

460.8

457.9

448.3

442.5

435.8

426.6

419.6

412.3

403.3

394.0

385.8

377.5

369.7

362.3

355.7

208.62

-3,069

538.1

355.7

SEPT.

349.4

342.6

334.9

328.7

315.2

308.8

302.2

295.4

288.8

282.6

276.8

269.9

261.8

255.1

248.2

242.0

235.1

235.1

235.1

235.1

234.5

234.5

234.1

233.7

233.1

235.1

239.0

240.0

203.85

-1,867

349.4

233.1

CALENDAR YEAR 1963...... .............. * +69.9

WATER YEAR 1963-64. ................... * +17.1

at 2400 hours 

equivalent-in

st day of month, 

feet per second.

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBEK 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(t)

(*)

MAX

MIN

OCT.

240.6

241.0

241.4

243.0

242.8

242.2

242.0

241.6

241.8

241.2

240.2

239.4

238.6

238.4

239.0

238.4

238.4

237.8

237.4

236.0

233.9

231.9

229.7

226.6

223.4

221.0

217.5

214.6

212.0

209.4

204.4

201.76

-642

243.0

204.4

NOV.

199.3

194.6

189.2

184.0

179.2

171.6

166.7

166.1

161.3

156.6

151.3

146.3

141.5

137.2

131.8

126.7

123.7

121.0

120.4

123.4

122.2

119.7

117.1

114.7

112.1

109.5

106.5

106.3

107.3

109.0

195.17

-1,555

199.3

106.3

DEC.

108.2

106.8

104.4

102.4

100.6

97.7

94.7

91.7

89.1

89.5

94.3

103.4

111.8

118.8

124.0

126.6

128.2

130.2

129.4

129.6

129.6

129.1

128.5

127.8

127.8

127.3

127.1

126.8

125.5

124.6

124.0

196.51

+254

130.2

89.1

JAN.

122 .8

122.0

123.1

123.2

123.9

124.0

123.3

122.5

121.6

123.1

124.7

126.6

126.9

126.9

126.1

125.0

123.8

122.2

121.3

119.8

118.6

117.3

118.3

119.3

122.2

123.3

125.3

125.2

125.1

124.3

196.32

-37.4

126.9

117.3

FEB.

121.4

120.7

119.3

117.9

116,8

115.6

114,4

113.4

115.6

122.8

137.4

184.0

241.0

278.7

300.0

311.4

320.1

325.9

329.4

330.6

329.9

329.4

327.9

326.9

336.8

353.0

364.5

372.5

______

______

209.53

+4,579

372.5

113.4

MAR.

378.2

400.0

427.2

443.0

450.2

458.8

463.3

465.8

466.2

463.3

459.1

460.7

468.4

473.9

477.1

479.7

482.0

487.3

489.3

486.7

483.4

480.0.

475.5

472.3

468.7

476.1

494.7

504.7

509.4

536.2

564.2

215.75

+3,264

564.2

378.2

APR.

579.6

588.2

595.0

599.5

603.7

605.6

612.5

621.7

629.1

630.7

627.9

624.8

621.7

616.7

608.7

605.6

599.5

593.8

591.2

586.7

581.8

576.3

570.4

564.9

559.5

554.7

548.6

542.2

536.2

529.9

214.32

-862

630.7

529.9

MAY

524.0

517.7

512.1

506.4

501.0

495.3

492.3

489.0

486.0

482.4

482.0

481.0

480.4

479.4

478.4

477.1

477.4

477.1

477.1

477.1

476.8

476.8

476.1

475.5

474.7

473.6

476.5

476.8

476.5

475.5

474.8

212.80

-833

524.0

474.7

JUNE

473.9

472.6

468.4

465.2

462.0

457.8

455.6

452.1

448.0

444.6

442.7

438.7

436.3

433.2

429.9

426.6

422.9

419.6

415.4

411.3

407.0

402.9

399.2

396.3

390.2

385.5

382.1

377.7

374.4

370.8

209.21

-1,798

473.9

370.8

JULY

367.2

362.3

359.4

S55.9

S52.2

348.5

346.4

345.1

340.2

336.0

332.1

327.9

323.4

317.9

312.9

309.0

304.2

300.0

296.0

291.3

286.8

282.3

277.6

275.4

274.3

272.3

279.9

269.4

267.2

264.7

261 .9

204.81

-1,739

367.2

261.9

AUG.

259.4

252.9

249.4

248.2

246.7

245.3

244,2

243.2

245.1

244.8

243.4

242.2

242.4

241.8

240.4

239.2

238.0

236.6

235.2

234.4

233.2

231.7

230.9

229.9

228.9

227.7

226.3

225.6

224.4

223.0

202.84

-646

259.4

221.5

SEPT.

220.2

219.5

218.0

216.5

215.7

214.3

213.0

211.0

210.6

210.0

208.2

209.1

208.8

207.7

206.4

205.3

204.2

203.0

201.8

200.5

199.2

198.0

197.8

197.4

195.0

187.6

181.1

174.7

167.5

160.8

198.99

-1,074

220.2

160.8

t Elevation, in feet, at 2400 hours on last day of month. 

* Change in contents, equivalent in cubic feet per second.
YAZOO RIVER BASIN

7-2850. Yalobusha River at Grenada Dam, near Grenada, Miss.

Location.--Lat 33°48'3l", long 89°46'14", in NEij sec.4, T.22 M. , R.5 E. , Choctaw meridian, in gatehouse of Grenada Dam, 2-£ miles upstream from Batupan Creek, 3 miles northeast of Grenada, and it 

mile 63.6.

Drainage area.--l.32Q sq mi, approximately. 

Records available.--July 1953 to September 1965.

Gage.- Water-stage recorder. Datum of gage is at mean sea leve] , datum of 1929 with 194] Alluvial 

Valley and 1^44 Birmingham-Corinth, supplementary adjustments, U.S. Coast and Geodetic Survey 

(levels by Corps of Engineers). Prior to Dec. 19, 1953, staff gage at same site. Prior to 

Oct. 1, 1958, at datum 160.00 ft above mean sea level.

Average discharge.--12 years, 1,838 cfs (unadjusted).

Extremes. Maximum and minimum discharges for the water year? 196]-65 are contained in the following

year

1961

1362

196;

1964

1965

Maximum

Date

June 17, 1961

Apr. 20, 1962

July 19, 1963

Aug. 24, 1964

Sept. 28, 1965

Discharge 

(=fs)

5,400

4,760

3,710

4,420

3,600

Gage height 

(feet)

_

_

_

^

-

Minimum

Date

At times

do.

do.

do.

do.

Discharge 

(cfs)

5.0

5.0

5.0

5.0

5.0

Gage height 

(feet)

.

-

-

-

-

1953-65: Maximum discharge, 4,880 cfs Jan. 3, 1958; no f]ow at times prior to Jan. 1, 1959. 

Remarks.--Records good. Plow completely regulated by Grenada Reservoir (see station 7-2848).

Cooperation.--Gage-height record, 51 discharge measurements, and computations of daily discharge 

furnished by Corps of Engineers; 5 discharge measurements made and records reviewed by Geological Survey.

i-MY

1 

1

1 

1J

15

10

It

19

21

2i>

2C 

21

23

3L

"t^TAL

"UN 

(-) )

5. 0

5.1'

5.0

5. ., 

5.1.

5.U 

649

1,550

l,52i/ 

1.49C

1,710 

?,42U

/.C.70 

?,02U

1-93C

I,d4u

l,7oO

L.72C 

1.6MU

1,560

3 «, 7 54.0

5.C

[ 

,5,0 

,4/0

, mo

,4iO

751

J44

n<<

816

^12

,-)t, 1

78 -J

w

797

7J3 

707 

775

7bC

20,201

533

i^iO

in

2 L5 

216

:zt.

257

264

- .2HJ

109

2U

219 

22L

22^

224

606

12,719

1^,5

624

839

1,590 

1,620

1,620

1,580

2,300

2,180 

2, llC

2,610 

2,550

2,500

2,430

2,330

2,270

2 ,220 

2,170

2,'j80

62,693

624

1, 140 

1,120

2L9 

222

226

289

341

(349 

841

40O 

538

5.0

5.0

5.0

5 :S

5.0

_-._._

9,778.0

1> 5?U

5. :

5. J

1,780 

1 ,78C

It790

1,010

2,460

2,460

2,830 

3.020

3,020 

3,LMd

3,030

3,040

3,040

3,040 

2,190 

3,C50

5.0

66,4dO.O

5.U

5.0 

5.0

5.0 

5.0

5.0 

5.0 

5.0

5.0

5.0 

5.0

2,UOO 

1,990

2, 670 

3,310

', 300

3.29C

3,290

3,280 

3,280 

3.2SG

3 .270

41,485.0

5.0

3.260 

3,260

3,250 

3,250

3,240 

3.240

3,240

3,230 

3,220

1,870 

2,060

3.230 

1,230

3.220

3,210

3,200

3.20C 

3, 190 

3,180

3,170

17,360

1,870

3.160 

3,160

3. 50 

3, 40

3. 40

3, 30

3, 20

3,110 

3,110

3,100 

3,100

3,090 

3.08O

3,080

3,070

3.O6O

3,050 

3,280 

3,390

3,380

14,220

3,050

3,370 

3,360

3,350 

3,340

3.330 

1,160

3,350

3,340 

3.330

3,330 

3,340

3,340 

3,340

3,320

3,310

3,300

3.290

3,290 

3,280

3.270

98,630

1,060

3,250 

3,240

5.0 

2,120

3,230 

3,220

1,880

3.21O 

3.2CO

3,180 

3.180

3,160 

3,150

3,140

3,120

3,100

3,100 

3. L60 

3,230

3.020

84.974.0

5.0 -'"

SEPT

2,930 

3,090

3,010 

3,070

3,030 

2,980

3,030

3,000 

2,940

2,840 

2,990

2r960 

2,900

2.960

3,120

3,080

3,100 

3.070 

3,000

2,970

89,830

2,840

t Change In contents, equivalent In cubic feet pe cond, in (Jrena
YAZOO RIVER BASIS

UAY

1 

2 

3

5

6 

7

a

9 

10

11

12 

13 

14 

15

16 

17

19

20

21 

22 

23 

24 

25

26 

27

28 

29 

30 

31

TOTAL 

MEAN

MAX 

MIN

3.06C

3,000 

3,090

3,040 

3,090 

3.07C 

3,110 

3,070

1,580

541

530

523

513 

507 

500 

491

464 

373

234 

231 

229 

224

56,811 

1,833

224

Til

207 

208

47

5.0 

5.0

5.0

5.0 

1,490

1,670

5.0

5.0

1.33U

5.0

5.0 

5.C

4.0

5.0 

2.20U

3,880

4,<j2C

4,6lU

4,t>00 

4, 600

4,7 U

3,840

4,670 

4,670 

4,660

3,070

4.73C 

4,73b

4,650

4,650

5

5.C

4,o4C

5

5.0

4,550

 

1,490

3,710

5

2,980

2,910

2,820

2,790 

90,080

2,780 

2,780

3,210 

2,750

2,720 

2,720

2,700 

2,700

2,660 

2,580

2,940 

2,960

2,900 

2.B30

2,710

2,830 

3,260 

3 , 200

2,740

84,190 

2,806

2.58C

-AT YK 1962= TCTAL 1.205,5*5.. Me Ah 3,303 H"AX 4,750 A 5.0. t ++72.8

t Change in c

1 

2 

3 

4 

5

6

7

a

9 

10

11

12

13 

14 

15

16

18 

19

21

22 

23

25

28

30 

31

M AN

MIN

2,830

2,830 

2,770 

2,700

2,820

2,730 

2,830

2,830 

2,760 

2,770

3,350

2,080

1,680 

1,640 

1,600

1,510 

1,48C

iutS

1.340 

1,310

2,304

1,310

ontents, 

CISCHAK

1,270

1,220 

1,190 

1,160

1,140

229 

228

223 

222 

221

214

228

236 

238 

236

233

1,870

609

210

equivalent in cubic feet pe 

GE, IN CUBIC FtET PE? SECGN

1,S20

1,730 

584 

70

70 

70

71

70

71

74

7S

til

96

114

262

64

119

122

123

123 

123

125 

125

126

126

128

130 

129 

140

141

157

131

119

191

223 

232 

242

251 

251

268 

276 

286

2,320

248

298 

311 

320

326 

328

 

413

191

325

345 

346 

406

860 

905

925

5.0

312

80S 

809

809 

809

81. '3

B08

808

b07

634

5.0

in Grena

£ 06 

805

304

a 04

804 

804 

804

804

804

803 

803

8C1

207 

207 

207

207

207

207

208 

209 

211

512

207

da Peserv

214

218 

218

219 

219 

219 

219 

219

219 

219 

219

219

219 

219

219

219

218

272

273 

274

228

95

oir.

TO SEPTEMBER 1963

848

1,060 

1,060

1,060 

1,060 

1,060 

1,060 

1,050

1,050 

1,050 

1,050

1,050

1,050 

1,050

1,050

1,040

1,130 

1, 130 

1,130

1,045

814

,130

,130 

,130

, 130 

,120 

,120 

.120 

,120

,120 

,120

5.0

2,960 

1,170

,170

,170

,170 

,340 

,740

1,149

5.0

,740

,740 

,740

1,160 

866 

868 

867 

866

866 

865 

864

1,166

1,610 

1,260

1 ,070

1,710

1,710 

1,700 

1,700 

2,250 

2,510

1,470

864

-1,194

2, 500

2,490 

2,480

2,480 

2,470 

2,470 

2,460 

2,460

2,450 

2,450 

2,450

2,440 

2,440

2,430 

2,540 

2,720

2,660

2,990 

2,920 

2,400

2,350 

2,300 

2,480 

2,540 

2,480

75,310 

2,510 

2,990 

2, 300

-2,480

t Change in equivalent in cubic feet pe ond, in Grenada Rese
YAZOO RIVER BASIN 

7-2850. Yalobusha River at Grenada Dam, near Grenada, Mi3s. Continued

1

"

5

7

9

1L 

11

13 

1*

lo 

17

18

H 

^l

z?

2j

25

2s 

Jl

UTAH 

<f)*

2 . 5 '50

^ ,5JU

2,-t9ui 

2,*7C

430

looc

1,230

1.20C

1, 17L 

1, 150

l.lLL 

l.Cti.

1.00C 

^75 

954

 ,30 

-1,822

^rt*7 1. J9U 

1, itu

i , i 2 0

10? 

Io7

10/ 

107

IL? 

107

107

1C7

^43

-437

^r

~

;;: ^

ob/

t.54 

6*1

jOO

59 J

bfo 

+568

57J

565

5B7

2,120

2, 140

2,100

2,L*J 

2,030

2, CIO 

1,990

2,100

2,170

2,120

2,050

1,910

1,070 

1,230 

1, iBO

1.47U

1.59C 

1,620

2.0UO

2,c»io

623

s,t i:<

3,ldO

1,C7C

5.C

1 ,790 

3,020

3 , 05 0 

3,010

3,000

3,000

2,590

5.0

sic,

1,971

J.260

3,260 

1,20"

3.150

3,25'

5.0

5.0

2.710

3,370

3,3*0

3,330 

3,330

3,320 

3,310

3,31C

3,280 

3,270

3,250

3,230

3,200

3,130 

3, 180

3,170 

3, ISO

3,lf>0 

3,150

3,120 

3, 180

3,100

3,070

3,040

3,360

3,3*3 

3,330

3,320

3,360 

3 , 3 3cl 

3,250

3,2*0 

3,230

3,200 

3,190

3,160

3,150

3,1*0

3,760 

*,010 

3,950

*,370

3,520 

3,460 

3,*10

2,7bO

3.280

3,220 

3, 160

3,279

3,200

3,010

3.3SO

3,250

67 

67

67 

67 

47

67

*1 

5.0

56,464.0

3,380 

5.0

-1,867

1

5 

7

11 

12

1 3

14 

15

U

21ij

23 

2*

26

29

Ti THL

«*

 1 1 It 

<t>

5.0 

5.J

S.t

5. i 

116

253

253 

253

109

233 

253

^7 

1 , O4U

1,330 

1,*20 

1,590

1 , 53 o 

l,49u 

2.21J

5.u

2071.

JJ.USO

^,580 

2,520

2.49L

1,510 

l,lbb

i,*yo

1,-tbJ 

1,43. 

1,711

i,»;j

1, T9L,

1.79U

1 , /BO 

1,76 i

1 ,o7u

35

fits

±

1.1UJ 

,lbJ

, J9U 

,06J 

,070 

, J7u

,070

,1*0

1,C20

1,010

I,b30

1.04L

1,050

1,030 

1.C10

S81

S66 

98-, 

1.C10

,OJU

,LHO 

,L30

1,000 

 3H8

94*

5C7

5.0

5.0

5.3 

5.0

1,101

, 30

, .;o

r 10

::::::

1,120 

1,1*0 

1,150

1,1<>0 

1,160

2,B*0 

2, £5u

2, ShO

2,87'i

2.H7J

2,6t..i 

2 ,860 

2,ti70

2,900 

1,250

5.n

5.C 

5,0

5. LI 

5.U

5.0

5.0

1,750

3,010 

3, LlC

3,ulO

3.CCC

2,990 

2,960

2,9Bt 

2.97C

2,96; 

? .95i 

2,95!

3,09i'

2,930 

2.92L

2.91C 

2,91u 

2,900

2,890

2,890

1.9*0 

1,*60

1,*80 

76*

286

205 

1*3

1*3

1*3 

143

1*3

1*3

1*2 

1*2 

142

1*2 

1*2

1*2 

1*2 

142

142 

1,200 

1,7511

1,750 

1,750

1,740 

1,740

1,740 

1,740

1 ,740 

1,730 

1,730

1,730 

L.730

1,720

1,720 

1,710

1,710

1,710 

1,710 

2,530 

2,670

1,700 

1,690

1.69C 

1 ,69L'

1.6HO 

1,680 

1,680

1,670 

1,670

1.670 

1,670

2,200 

2,200

2.200 

2,190 

2,190

2.180 

2.17<i

2.16U

2, 160 

2, 150

2. 140

2, 1*0 

l.*10 

1,060 

1,060

1,060

l,06r

1,060 

1,060 

1,060

2,400 

2,720 

684

520 

519

519 

518

519 

518

518 

517 

517

51? 

516

516

515 

514

514

513

513 

512 

512

512 

511

511 

510 

51D

SEPT

508 

508 

508

507 

507

506 

505

504 

504

504 

5O4 

504

503 

502

501 

501

500 

499

498 

498 

498 

2,500

3,270 

3,200

3,280 

3,5?0 

3,350

1,0*0

3,520 

498

ubic feet pe
YAZOO RIVER BASIN

7-2865. Thompson Creek at McCarley, Miss.

Location. Lat 33 "31'25", long 89°50'50", in SE^ sec.11, T.19 N., R.4 E., Choc taw meridian, on left 

bank at downstream side of highway bridge, 0.1 mile upstream from Columbus and Greenville Railroad 

Co. bridge, 0.6 mile west of McCarley, and at mile 0.4.

Drainage area. 14.4 sq mi.

Records available.--October 1956 to July 1964. Annual maximums, water years 1964-65.

gage. Crest-stage gage. Datum of gage is 251.86 ft above mean sea level, datum of 1929. Prior to 

June 29, 1962, graphic water-stage recorder at site 100 ft downstream at same datum. June 29 to 

Dec. 30, 1962, graphic water-stage recorder and Dec. 30, 1962, to July 6, 1964, digital waterstage recorder, at present site and datum.

Average discharge.--? years (1956-63), 19.0 cfs.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height, in feet). 

Annual maximum discharge (*) and peak discharges above base (1,400 cfs), water years 1961-65

Date

Mar. 28, 1961

Mar. 30, 1961

Nov. 13, 1961

Dec. 17, 1961

Jan. S, 19E2

Time

0600

2400

0700

1800

1100

Discharge

1, 630

* 1,780

* 2,540

1,940

1,520

Gage 

height

9.76

10.26

12.40

10 . 7 8

9.40

Date

May ZO, 1962

July 16, 1963

Mar. 2, 1964

Apr. 5, 1964

Time

0900

0845

1030

2015

Discharge

1,850

* 2,810

1,400

1,500

Gage 

height

10.50

13.18

9.19

9.53

Date

Apr. 12, 1964

Apr. 26, 1964

Aug. 16, 1964

Feb. 12, 1965

Time

1730

2100

-

-

Discharge

* 1,810

1,610

1,630

* 2,360

Gage 

height

10.49

9.89

9.96

12.02

Annual minimum dis rge, October 1960 to July 1964

Water year

1961 

1962

Date

Oct. 25, 26, 1960 

Aug. 16, 1962

Discharge

2.0 

1.8

Gage height

a 2.76

Water year

1963 

1964

Date

Sept. 11, 12, 1963 

Oct. 13-26, 1963

Discharge

1.3 

1.3

Cage height

-

a Occurred O:t. 3, 4, 1960.

1956-65: Maximum discharge, 2,810*fs July 16, 1S63 (gage heignt, 13.18 ft). 

1956-64: Minimum, 1.0 cfs Oct. 1, 1956.

Flood of Apr. 12, 1955, reached a stage of 14.05 ft and flood of Mar. 27, 1951, 

of 12.96 ft, from records furnished by U.S. Soil Conservation Service.

Remarks. Records fair.

LISChAR&E, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

reached a stage

OAT

1

^

3

4

7

h

1C

11

12

13

1^

16

18

19

t«

2

2

2

i

;

2

3 

TOTAL

MAX 

MIN

1(4.

OCT.

2.3

2.3

2.1

2.1

2.J

2.;

5.5

3.«

2.5

2.5

2.3

2.3

2.3

2.1

2.1

2.1

2.1

2.L

2.3

2.1

2.1

2.1

Z.i.

2.0

2.2

3.1

5.5

2.0

.1 =

N'JV.

Z.4

2.4

1.2

2.2

2.4

2.2

2.4

2.9

 ..1

2.9

2.5

2.b

2.0

2.V

2.6

?.6

2.4

2.*

2.6

712 1;

5.°

5.2

4.0

4.1

4.1

 

2.2

.48

DEC.

3.0

3.4

3.1

3.1

3.1

3.0

20

O t

4.6

3.5

7.3

3.6

3.2

3.9

2.7

;.9

2.3

2.3

14

5.<3

5.5

0.2

3.6

3.0

3.2

2.9

11

115

2.3

.65

JAN.

18

If

b.l

t.2

6.6

5.9

5.5

5.2

4.6

4.6

4.4

4.2

4.9

4.2

4.2

3.9

3.9

21

e.5

0.2

(3.2

6.2

f.5

7.0

fc.6

6.6

0.2

4.0

a. 1?

.53

FEB.

.9

.2

.2

.2

.2

.6

.2

.2

.2

.2

.9

.9

.6

4.2

4.2

48

57

16

321

246

152

40

20

16

12

26

 

4.2

2.73

MAR.

5

4

2

1

1

20

14

33

14

13

12

12

44

14

12

33

50

21

192

60

29

24

14

14

18

361

176

348

11

4.46

APR.

78

43

3<3

29

23

IS

16

15

59

27

2?

163

42

2C

18

16

14

12

12

10

10

8.9

7.8

8.9

16

E.9

7.9

 

2.05

HAY

9.3

7.3

6.7

6.7

6.4

6.4

6.1

5. B

5.5

5.5

5.5

5.3

5.0

7.6

5.5

5.3

5.0

4.6

4.6

4.6

4.6

4.4

3.9

3.9

3.9

3.4

3.4

3.2

.42

JUNE

2.0

2.9

2.9

2.B

2.8

2.9

2.9

2.1

2.6

2.9

2.8

3.2

2.9

3.0

2.9

3.7

3.7

3.7

17

5.7

4.3

3.8

3.8

3.8

3.4

3.4

3.4

_____

.29

JULY

3.8

4.0

4.1

3.6

3.4

3.4

236

19

8.5

5.4

4.1

4.5

18

6.4

85

14

10

7.4

6.0

5.0

5.0

4.5

5.0

7.1

4.5

4.1

3.8

3.4

1.30

AUG.

2.9

2.9

3.6

3.4

2.7

10

4.3

3.6

3.8

4.1

2.7

2.9

2.9

3.4

3.6

2.7

2.7

2.7

2.2

2.2

2.4

2.2

2.7

5.0

3.2

2.2

2.2

2.4

10

.26

SEPT.

2.7

2.7

7.8

4.1

3.4

3.4

3.4

2.9

2.5

2.4

2.9

2.5

10

3.2

3.2

2.9

2.9

2.7

2.5

2.4

2.4

2.2

2.2

2.2

'.2

2.2

96.0

10

.25
YAZOO RIVER BASIN

7-28R5. Thompson Creek at MeCarley, Miss. --Continued

OISCHARGfc, IN CUBIC FEET PER SECOMD, WATER YEAR OCTOBER 1S61 TO SFPTEMBEP 1=6?

2

3

7

3

9

1C

11

12

13

14

15

16

17

18

19

21

22 

23 

24

25

26

27

26

30

TOTAL

MAX

«IN

i;, .

5.G

4.1

3.2

2.7

2.7

2.5

2.5

<..5

2.4

2.2

2.2

2.2

2.2

2.1

2.1

2.1

2.2

2.2 

2.2

2.2 

2.2

2.2

2.2

2.2

i.2

.2.2

2.2

^.1

2.1

.21

2.2

15

8.5

13

9.4

8.5

8.5

B.I

8.5

12

71 =

135

57

"59

1 J

15

13

11

79

2fID

13

12

11

2.2

3.6 1:

a. 5

7.B

7.3

13

11

7.4

192

So

324

275

47

55

57

255

7ti

143

51

32 

25

22 

2 0 

17

14

14

1-=

it

1*.

2,4W.i>

7.4

b.44

"

15

43

32

3fc

24

19

17

16

15

15

52

;oa

32

24

2?

28

2C

19

16 

152 

41

52

cSl

IB*

68

36

15

b.3c

24

23

21

17

20

1 =

15

14

15

15

L5

15

15

13

17

2o

21

41 

235 

51

30

25

21

24

-_ -

835

13

2.1o

MAR.

tl

21

i i

15

16

lo

52

It i

65

3-»

23

zu

2J

lo

15

It

] b

15

1- 

It 

12

3t

15

l»

13

li

'.i-l

13 

11

11

11

27

16

16

15

14

4t

153

22

17

13

11

14

12

U

8.5

6.1

5.5

5.3

4.8

1 d

11

9.7

""$-

S36'?5

1.3<=

11

1,, !< 

i.G

8.2

7.6

7.0

7.3

6.4

6.1

5.8

5.5

5.3

5.C

5.C

5.0

4.6

4.6

4.4

4. 1

3.9

3. 7

3.7

3ei

18

563.7

3ol

1.47

16

13

11

8.2

7.4

6.8

6.4

6.0

5.7

5.7

4.8

4.5

4.3

4.3

4.3

3.S

4.1

4.3 

4.1

4.1 

4.1

4.1

5.2

3.8

3.8

1.7

I'O.l

15

.40

3.2 

3.4

3.'

" "

2.S

2. 

2.3

2.9

2.9

3.2

2.9

2.8

2.9

2.°

2.8

3.r

2.3

2.6

2.?

2.4

?.6

2.4

2.4

3.0

2.8

3.0

" "4

87. 2

3.4

2.4 

7.4

2.O

2.3

3.C

2.8

2.6

2.?

2.3

2.2

2.2

2.2

2.2

2,2

2.C

2.2

2.2

2.C

2.8 

3.4

4.8

3.C

2.1

2. 3

3.2

^'

82.0

4.9

.?!

2. a

3.?

?.4

?.o

,.6

t.tj

7 B Q

2.?

'.9

2.4

'.4

4.4

2.?

2.5

2.4

2.3

2.2

2.3

2.2

2.2 

2.2

2.2

4.1

2.6

2.2

2.2

8;. 5

.21

CFSM 1.OS IN 22.7B

3

t

5

,,

7

8

^

1C

11

u

13

14

15

17

Id

2u

21 

22

-4

? 

2o

3(

MEAN

MAX 

1 1N

IN.

2.6

2.4

i.h

i,t

2.4

2.=

2 . y

?.'

2.H

2. ^

2. J

,.3

2.4

2.'

l.e

3.5

2.;

f . -

7.0

1.1 

.1?

.21

1,6): 1

2. '

3. ^

2. 3

2.6

2.C

2 . t

2. H

'^

5. t

? . L

^ , It

- '*

i.t

b.'I

1',

4.7

3.'-

2.0 ]:°

3. J-i

-"1

. 3'

TAL 3iU^C

3.Z

o.t

t.4

3.1-

^ . r

2.6

«;.t

:.<-

3 .(..

J .1.

5 .1,

-.7

3 .1

3.5

0.5

17

J.t.

-.0

i.b

:> .c

.3t

.1

-.5

n . 2

-.5

".5

J.2

^.2

3. R

-. ?

3.b

3. 5

3.5

4.1

H.4 

4.1

4.1

4.4

4. 1

f %

ti.6

<=.:

J

-»

4.2 

-tl

.47

If AN ^."^

15

?3

i.O

6.2

5.4

5. C

4.4

4.4

4.4

, 5

1. ^

^ . 8

5.4

5.4

t.7

70

n

6.6

6.2

t.7

4.4

4.1

.57

.5'

MAX '

7.0

t .<i

141

31

16

12

: i

1.5

-1

147

321'^

1 J 

13

X '

 5

7. -: H.5

a. j

7. J

1.7.

45 l> 

3? f

5.4

5.G

5.C

5.1

16

7.7

f, . l

5.5

4.8

4.4

7.1.

k. 3

4.3

4.1

4.1

4.1

i-.O

^.9

. * f

4. a

4.4

4.3

.4P

.45

IN 1.° I r» i . >

MAY

4.4

35

= .2

h.C

5.0

4. 4

4.1

^. 3

3.5

3.2

3 . 0

2.8

2.8

2.6

3.0

?.2

2. ?

2.6

l r

22

3.5

- o

.40

.46

CFSM 

CFSM

JUNE

.'.6

2.4

2.4

?.4

2.4

2.4

'.2

2.2

2.2

2.2

2.1

7.2

2.0

7.2

7.8

<? 

H

3. a

33

7.4

4.7

.3s

.44

.'.6 IN 

.63 IN

2. S

2.6

2. ">

?.2

2. 

5, fl

/ .0

2. *

1 . "*

l.t

3.2

4'7

il

1 ^

11

17

fcj&

5.7

Z.71

3.12

14. 4 1

3.52

t.L

? .H

j. 5

3.6

3.C

3.1

3. 3

7 . ^

.-.5

2.'

2.?

2. 3

2.3

2.3

2. '

2.1

5.3

2.5

?Il

2.1

2.1

2.3

2.1

?.65

4.?

.18

.31

SEPT.

1.*

!.=>

2.1

2.1

J.I

1. r1..7

1.7

1.5

7.?

4. fi

^. T

2.7

2.3

2.3

2.'

2.1

2. I

2.1

1.-

'. 1

2.5 

2.5

2.7

P. 44

7.2 

1.5 

.17

.IS
7-2865. Thompson i"reek at Me Car ley, Miss . --Clontinutd

DISCHARGE, IN CUBIC FEET PER SECOND, OCTOBER 1963 TO JULY 1=164

DAY

1

2

3

4

5 

6

7

&

9

10

11

12

13

14

IS

16

17

18 

19

20

21

22

23

24

25

26

27 

28

29 

30

31

TOTAL 

MEAN

MAX Mm

IN

OCT.

.3

.1

.9

.9

.7 

.7

.7

.7

.5

.5

.5

.3

.3

.3

.3

.3

.3

.3

.3

.3

.3

.3

.3

.3

.7

.5

.5

.5

4 .1

1 52

.3

.3

.12

NOV.

3.6

2.1

1.5

1.7

11 

2.7

2.1

1.9

1.9

1.1

1.7

1.7

1.7

1.7

1.7

1.7

1.7

1.7

1.7

3.6

4.2

2.5

2.3

2.1

2.1

5.1

2.5

2.6L

1L

1.5

.20

DEC.

2.3

2.7

2.5

2.3

2.3 

2.1

2.1 

3.0

2.3

4.8

233

27

9.4

7.0

5.4

4.8

4.8

4.2

3.9

3.6

5.1

6.0

6.0

5.7

7.8

6.0

4. 5 

3.9

3.3

3.1

12.4

233

2.1

.99

JAN.

3.3

3.3

3.3

3.1

5.4

58

12

9.a

27

10

8 . b

8.2

5.4

5. L

4.5

3.6

3.1

3.3

3.1

135

33

16

12

9. 0

8. 2

7.4

9.4

15.8

135

2.7

1.27

FEB.

6.b

5. 4

4.8

4.5

12 

9 . 4

5.4

5. L

4. 8

4.5

4.5

11

7.4

188

30

21

2b

14

13

12

11

10

12

lu

11 

21

13

17.3

LB8

4.5

1.30

MAR,

12

330

29

183

20

32

82

47

2t>

21

18

298

141

27

IB

14

13

14

12

11

9 . b

8.0

23

25

14 

12

11

9.2

50.0

330

8.0

4. 00

APR.

8.4

7.2

6 . 9

6.9 

27o

66

20

Ib

14

12

508

425

62

33

21

16

14

1?

10

8.5

bO

132

214

102

438

131 

52

28

"

91.7

508

b.Q

7.10

MAY

19

21

Ib

12 

12

1L

9.5

8.5

7 .0

7.0

8.5

22

21

e.o

7.0

6.2

5.4

5.4 

4.7

10

5.8

5. B

6 . 6

5.0

4.4

4.4

4.7

6.2

5.0 

5. 0

5.4

9.02

22

4.4

.72

JUNE

5.0

4.7

4.4

4.1 

3. 8

3.8 

3.8

3.5

3.0

3.0

3.0

2. 8

2.6

2 . 4

2.4

2.4

2.4

2 .2 

2.1

2.2

2.4

6.2

3.2

2.D

2.4

2.4 

2.4

12

6 . 2

3.53

12

2. 2

.27

JULY

3.2

3.5

3 . 2

3.0

2.6

-

-

-

-

-

-

-

~

-

-

-

-

-

-

-

-

-

~

-

~

-

~

-

AUG. SEPT.

CAL YR 19b3: TOTAL 3,470.5 MEAN 9.51 MAX 532 MIN 1.3 CFSM .66 IN 8.96 

WAT YR 1964: TOTAL MEAN MAX MIN CFSM IN
YAZOO RIVER BASIM

7-2870. Yazoo River at Greenwood, Miss,

Location. Lat 33°31'17", long 90°11'03", in Swi see. 10, T.19 N. , R.I E. , Choctaw meridian, on left 

 bank 110 ft downstream from bridge on U.S. Highways 49E and 82 (old) in Greenwood, 0.4 mile downstream from Palusha Bayou, 3 miles downstream from confluence of Tallahatchie and Yalobuaha

Rivers, and at mile 169.4.

Drainage Area. 7,450 sq mi, approximately.

Records available . October 1907 to December 1912, April to June 1913, and October 1927 to September 

 1965 in reports of Geological Survey. Monthly discharge only for some periods, published in

. January 1909 to December 1927 (discharge measurements only) and since January 19^8, in 

of Mississippi River Commission. Gage-height records collected at same site since 1904

WSP 1311.

reports of .

are contained in reports of U.S. Weather Bureau.

Gage . --Water-stage recorder. Datum of gage is 92.07 ft above mean sea level, datum of 1929 with 

 TT941 Alluvial Valley supplementary adjustment, U.S. Coast and Geodetic Survey. Prior to Oct. 1, 

1940, staff, chain, and wire-weight gages on highway bridge 110 ft upstream at various datums.

Average discharge. 43 years (1907-12, 1927-65), 9,753 cfs (unadjusted).

Extremes.-- Max imums and minimum discharges for the water years 1961-65 are contained in the following table :

year

1962 

1963 

1964 

1965

Date

Jan. 30, 1962 

Mar. 13, 1963 

Apr. 29, 1964 

Mar. 1, 1965

Maximum

Discharge 

(cfs)

a 24,600 

a 26,000 

a 13,900 

a 25,000 

21, 400

Gage height 

(feet)

33.46 

33.73 

23.95 

31.65 

30.53

Ml

Date

Nov. 8, 1960 

Nov. 2, 1961 

Dec. 20, 1962 

Nov. 28, 1963 

Oct. 7, 1964

nlmum dally

Discharge 

(cfs)

2,000 

2,490 

1,010 

1,190 

1,930

Gage height 

(feet)

b 10.19 

10.68 

8.73 

9.68 

c 11.8

a Maximum daily.

b Occurred Nov. 16, 1960.

c Occurred Oct. 8, 1964.

1907-12, 1927-65: Maximum discharge, 72,900 cfs Jan. 19, 1932 (gage height, 40.10 ft); minimum, 536 cfs Oct. 20, 1943; minimum gage height observed, 1.0 ft Oct. 17, 1908, present datum.

Maximum stage known, 41.2 ft in 1882, caused by overflow from Mississippi River (discharge not 

determined), from reports of Mississippi River Commission.

Remarks. Records good. Flow partly regulated since Aug. 26, 1939, by Sardis Reservoir on Tallahatchie River (see station 7-2720), Arkabutla Reservoir on Coldwater River (see station 7-2780), 

Enid Reservoir on Yocona River (see station 7-2745), and Grenada Reservoir on Yalobusha River 

(see station 7-2845).

Cooperation. Two-hundred eighty-seven discharge measurements and records of daily discharge furnished by Corps of Engineers; gage height obtained, two discharge measurements made, and records 

reviewed by Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, WATEF YEAf CCTCBER I960 TO SEPTEMBEP 1961

DAY

2

4 

5

6

7

8 

9 

10

12

14

16

18 

19 

2u

22

23 

24 

25

28 

29

10

TOTAL

MAX

MIN

OCT.

3,540

3,030 

2,870

5,680 

6,44o 

6,oCO

6.380

6 ,260

6,140

6,970 

6,930 

6,940

0,980 

6,920 

6,910 

6,880

5,820 

5,300

177, 83U

2,870

NLV.

 

2,950

2,300 

2,200

2,000 

2,180 

2,550

2,430

2,290

2,OtO

2.81U 

3.39U 

3,dOO

 ,340 

5,120 

4.45U 

4,140

4, UUO 

4,270

91,860

2,000

OtL.

4, b30

4,270 

4,020

4.900 

5,270

5,320

6,490

6,260

5,900

5.02U 

6,280

5,330 

4,880 

4,650 

4,460

4,820 

7,130

167,210

4,020

JAN.

12,400

11,900 

12,000

11,200 

10,800 

10,400

10,000

9,340

8,6bC

8,630 

S, 930

8,650 

8,410 

8,130 

7,880

7,420

6,96U 

6,630

FEB.

4,880

4,460 

4,360

5,470 

5,980

5,690

5,010

5,140

10,800 

14,600

20,700 

21,700 

22,400 

22,700

muz

' MAR.

22.2QC

21,300 

21,100

21,500 

20,900 

20,400

19,800

20,000

19.7CO

19,700 

19,700

19,700 

19,400 

19, ICO

19.00U

22,200

SPP.

24,600

24,300 

24,000

22, SOD 

22,500 

22,000

22,100

21,100

20,100

Id, 900 

la, 400

17.4UO 

16,900 

16.6UO 

16,100

14,700

MAY

14.10C

3,700 

3,600

3,500 

3 ,600 

4,800 

5,300

5,100

5.00C

14,400

3.50C 

3,100

2,300 

2,000 

1 ,800 

1 ,60C

11,200

JUNE

10,600

10,200 

1C, 000

9,830 

9,840 

9,800 

9,830

0,200

0,600

1,200

0,700 

1,200

0,800 

0,500 

0,200 

9,940

<i,260

JULY

9,260

9,450 

9,550

10,400 

11,600 

11,500 

11,300

10,700

11,400

14,000

14,300 

13,600

12,400 

11,800 

11,200 

11,000

10,000

AUG.

9,600

8,430 

7,400

8,610 

8,670 

7,190 

7,000

7,710

8,170

8,320

8,460 

8,430

8,300 

8,240 

8,230 

8,120

7,870

9,750

SEPT.

7,980

8,000 

8,100

8,210

8,150 

8,040 

7,900 

7, 720

7,570

7,540

7,400

7,270 

7,220

7,120 

7,100 

7,070 

7,040

6,940

224,700

8,210 

6,940

WAT YR Ubls TOTAL 3,SOB,930

t Change in contents, equivalent in cubic feet per second, in Arkatoutla, Sardis, Enid, and Orenada Re
7-2870. Ya^oo River at Greenwood, Miss.--Continued

l-Y

]

o

ir

11 

12

I* 

i^ 

15

16

1?

is,

21

22

24

20

2y

TLT«L

 11,.

i IT.

/.U1U

7,l'« 

7,06'.

0,490

,,,5,

1*36,220

2,550

IWV.

 

c.UO

1-..7JO

1.,3'JC

295,250

J^L.

11.5 .L

11,2'JC 

11, KC

2l.il,C

24.3CO

-l.CuO

ssi.buu

Iq'qoO

21.10C

^2,^UC

7^6, BO 1

2C.5CJ

19,21,0

^2,*L '

""::

21.21.'

070, 3Cv,

16,2,JC

le.un

2«; b .o

IB, 500

523, 90L

14.70C

14,500

12,900

12,400 

12, ICC

11,500

11, SOU

13,?00 

13,100

13,400

13,000 

12,900

13,100

397,900

12,900

2,600

12.0CO

11,700

11,300

11,100

10,700

10,300

350,900

10,000

0,700 

0,700

0,100

9,490

8,800

8,690 

8,700

8,760 

9,270

8,820

296,040

8,680

8,990

8,830 

8,840

8,950 

8,850

8,780 

8,980

9,440 

9,240

9,030 

9,180 

9,450

9,580 

9,380

8,840

8,570 

8,430

8,240 

8,110

8,670 

8,580

8,810

8,110

T Change in contents, equivalent in cubic feet per second, in Arkabutla, Sardis, Enid, and Grenada Reservoirs.

11

12

13

15

16 

17

19

20

21

24

25

2t 

27

30 

31

,1IN

8,<,20

a, 230

8.24C 

8,350

 i, 140

a.sec

8,62-3 

U,SbO

8 , 0 1 u 

b, 130

d,40u

7.-.5C

7, JbO 

6,050

2,J7C

2, loC 

.5,220

2.11.

*'"*"

3,231,

l.ltC

1,120

UudL

1,7 1 j

1,530

1.U1C

1 ,080 

2,910

1.S10 

1.U30 

1, 770

3.15C

2.B40 

2.74U

2,410 

2,930

4,280 

6,84 I

B.971,

2,20^

 >, 17.

<,,7ao

4,630

4,410 

4,C90

1,200 

1,100

5,420 

4,000

3,220

3,850 

4,3?n

4,360 

4,270

5,330

5,220

5. 190

4,950 

4.820

9, COO

9,260

8,050 

7,420

6,240

4,340 

4,170

4,410

4,400

4,300 

5,060

5,400

5,520 

5,500 

5,720

7,820

7,530 

7,150

6,880 

6,710

6,690 

6,780

6,960 

7,080

6,860 

7,020

6,680

6,060 

6,590

199,930

7,870

t Change in contents, equivalent in cubic feet per second, in Arkabutla, Sardis, Enid, and Grenada Reservoirs.
YAZOO RIVER BA3IH 

7-2870. Yazoo River at Greenwood, Miss.--Continued

1

5 

7

U

11 

12

13

14

Ib

17

13

21

i$

27

TfTAL

,iax

7. OIL

7,050

5.98]

7,Cij(J 

7,43u 

7, lot.

0 ,,20

5, J^C

4.70U

^>t ICO

J.J4L

J,4Ju

3,2CO 

J.14L

2,430

1, )CC

1,400

l,49i_

1,490

4,7LO 

"t»o 7G

«,B<)0

0,370

S.UU

4,930

P.700 

l.luO 

I, 500

1,200

0,100

7,t,oO

6,610

6,590 

6,450 

6,470

8,930

10.4LC

7,620

7.280

8.75C

16.7CO

17.0CO

17.001. 

17.000

20,700

20,500

13,7UO

11.70C

15,900

16,100 

18,500 

20,500

20,600

19,400

19,100

24,500

22,400

19,000 

18,400 

17.70C

16,100

14.60C

12,000

10,000

9,990 

9,890

10,200

10,100

9,670

9,860

9,570 

9,590

9,730

9,890

9,660

10,000 

10,900 

11 ,200

11,100 

13,000

13,700

10,800 

11,100

11,600

11,400

0,700

0,700 

0,700

10,400

10,300 

9,550 

8,990

8,100 

8,190

9,170

3,560

2,210 

1,580

1,520 

1,570

1,520

,900 MIN 1,190 t +56.4

t Change in contents, equivalent In cubic feet pe ond, in Arkabutla, Sardis, Enid, and Grenada Reservoirs

1

3

7

1C 

11

13 

14 

15

lb 

17

18

22

25

2t 

27

2S

Jl

TUTAL

1A* 

itl\

,,670

4,<J50 

2,993

1.93U

,. 

3,1£C 

3.4LC 

3,39u

fi.ibO

a, 200

J.420

Sf.lOJ

15b,4JO

9,420 

1,93,3

9,050

9,190 

 5,210

b.jbO 

6,190

o,14G 

7.U70

B.450

7,2bO 

S, 3 41

li.orjp

254, 47C

11.4UO 

7,25C

ll,4tO

10.9UU 

11,1,00

le,5,JO 

10,200

16,100 

10,100

lb,l J]

15,700 

IS.oCU

1S.OCC

14,0 JO

4t>b,8LO

L 7,210

10,9 jO

14.50C

13, BOO 

13,500

14, LOO 

14,100

14, 100 

14,000

13,000

13,100 

13,UuC

12,700

12,400

413,100

14,iOO

12,400

12,200

11,600 

11,300

20,500 

20,800

21 ,000 

21,000

19,900

19,000 

19,300

475, 5CO

21,000 

10,300

19,100

19,200 

18,900

16, 70U 

16,700

16,300 

16,000

15,000

15.8UO 

16, SCO

16,300

20,500

525, 6DO

20,500 

14,300

,000 HI 

,000 Ml

21,000

20,700 

20,100

18,000 

17,800

17,400 

17,200

16,300

15,200 

15,000

14, 300

526, 100

21,000 

14.0JO

N 1,520 

N 1,930

3,700

3,200 

3,000

6,360 

8,000

7,750 

7,430

8,210

7,210 

6,980

6,820

6,400

286,050

13,700

0,400

t 4442 

t -273

6,230

5,930 

6,110

6,840 

6,960

7,040 

7,050

6,620

7,210 

6,780

6,640

203,300

7,320 

5,930

6,470

6,310 

6,260

6,780 

6,760

6,740 

6,680

6,570

5,450

5,020

4,370

3,950

191,360

6,870 

3,950

3,790

4,620 

4,180

3,880 

3,640

3,400 

3,460 

3,520

3,790

4,090 

4,200

3,810

3,840

127,540

6,350 

3,400

3,740

3,700 

3,610

3,840

3,810 

3,280

3,350 

3,640 

3, 740

3,590

3, 890

5,670

6,410 

7,060

6,830

130,570

7,060 

3,280

cond, in Arkabutla, Sardis , Enid, and Grenada Reservoirs.
YAZOO RIVER BASIN 359

7-2885. Sunflower River at Sunflower, Miss.

Location.--33°32'50", long 90°32'35", in NE£ sec.6, T.19 N. , R.3 W., Choctaw meridian, near right 

bank on downstream side of highway bridge, half a mile northwest of Sunflower, 2j miles downstream 

from Jones Bayou, and 19 miles upstream from Quiver River.

Drainage area.--767 sq mi.

Records available.--October 1935 to September 1965 in reports of Geological Survey. Prior to October 

1938 monthly discharge only, published in WSP 1311. February 1918 to September 1935 (gage heights 

only) in reports of Corps of Engineers, Vicksburg district.

Gage.--Water-stage recorder. Datum of gage is 92.95 ft above mean sea level, datum of 1929 with 1941 

Tlluvial Valley supplementary adjustment, U.S. Coast and Geodetic Survey (levels by Corps of Engineers). Prior to Nov. 28, 1934, staff gage on upstream side of bridge at datum 93.00 ft lower. 

Nov. 28, 1934, to Nov. 9, 1937, chain gage and Nov. 10, 1937, to June 30, 1947, wire-weight gage, 

on upstream side of bridge at present datum.

Average discharge.--30 years, 979 cfs.

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961 

1962 

1963 

1964 

1965

Date

Feb. 25 1961 

Jan. 29 1962 

Mar. 13 1963 

Apr. 28 1964 

Feb. 13 1965

Maximum

Discharge 

(cfs)

7,890 

5,410 

3,770 

11,700 

10,400

Gage height 

(feet)

27.28 

20.04 

14.59 

25.45 

23.56

Date

Nov. 5-8, 1960 

Oct. 22-29, 1962 

June 11, 1963 

Oct. 30, 31, 1963 

Oct. 30, 1964

Minimum

Discharge 

(cfs)

121 

116 

112 

99 

104

Gage height 

(feet)

a 1.98 

2.11 

1.42 

1.14 

1.10

a Occurred Oct. 4, 1960.

1935-65: Maximum discharge, 11,700 cfs Apr. 28, 1964; maximum gage height, 28.31 ft May 5, 

1958; minimum discharge, 81 cfs Aug. 16, 1954, Aug. 9, 10, 1956; minimum gage height, 0.83 ft 

July 19, 1956.

Remarks. Records good. Diversion for irrigation of about 5,000 acres and withdrawal of an average 

of about 6 cfs for industrial use above station. At times streamflow is augmented by waste irrigation water which is pumped from wells.

Cooperation.--Gage-height record, 115 discharge measurements, and computations of daily discharge 

furnished by Corps of Engineers; 4 discharge measurements made and records reviewed by Geological 

Survey.

Revisions.--WSP 1211. Drainage area.

DISCHARGE. IN LUBIC FftT PER SECOND, KATEK YEAR OCTOBER 1=*>G TO SEPTEMdFP 1561

1

^

3 

5

7

8

1C 

11

i;

12

15

lo 

17

il

23

24

26

<:a

2^

31

TUT4L

1EAN

Ma* 

MIN 

CFSM 

IN.

31

52

452

2fc>

23-

lt>a

i.1^

142

136

134

131

lib

121

121

134

iai

374

365

420

24^

121

. Jb

^.

1"

III

IBS

^

t54 

721

«C

5tB

2v;

ZOE

151. 

. 71

,. 

Z,t50

l.UUC 

l.Sv-0

I**

42C

r«5

^

2 <, r,

1.61

l.Bb

51t

6°4

<)lb

132

54?

2,53-

7,73".

7,65u

J.4L 

3.55

5,-i h -

5,8^0

5, U = ?

,,520

2,5lj

1.43,:

1,863

4,6 TU

5.15

5.<=3

b,5!0 

o.iTO

5,570

4,0°C 

l.fiSO

3,*3C 

3.45C

2.44C

1,200

736

3,410

<t.45 

4.96

456

432

1.110 

1,430

L.550

852

5? 3

39t.

35;

3^6

t>72

.88 

l.rl

363

^41

13t 

515

38S

1,070

75f.

41 R

26°

52>5

.£>" 

.77

212

?!«.

2C3 

1Q4

1"3

l,'2

i,W

1,2^0

,,6

33"

7-P

l.f 4

43?

33A

396 

396

374

ilv" 16

ifli

166

177

177

275

.36 

.41

SEPT

181

181

166

HI 

1<U

18S

185

ie c

IBf

173 

162

158 

155

1«2

1-9

134

L63

.21 

.24
YA^OO RIVER 3AGIN 

7-28S5. Sunflower River at Sunflower, Mise.--Continued

i

7

1. 

il 

1 '

3!

31 

MEAfi

MA^

IN.

..r.

-

13b

lid

if»

ji*

116

tt

u121

.1,

0 I S . 1- >f

i: 1-

^ ' "*

7/4

^,1- '

L.

.-,7i.

-,'?;.'

i , q 7'-

j ::.i:.

^

3,531.

5 , .j 3 1

" lr

,:' 5 i

I,.,,

-?^

2,71.

3, pi.

3, tit

5 , : 5 1-

3 , " t :, 

-1 ,34J

2,31

73

,11 

,153

,U7J

 

":;i?-^ 

;:f7

B :;; -

.-,4n

?i;!.

^4_- 

77"

M 1

3-4 ':?

44,313

5 = 

« D

1, L

3 , f _'C 

4,57.

4,111

',77- 

1,5 J

 =.1

5 74

4W 

4 '4 

3S8

"I'^J

4,^3

513

57C

3'.u

252

217

fi

l-c

!>?4

1,12'

1,5(7

1,1 «iC.

C14

'tl

47t

f 71

X

-42

ri

If £

li 7 

1' 7

i-::

21 e

135

144

!li

13C l-l

Ih7

i

?3c

:?7

227 

/ IS

T-C

447 

 'It

'?4

7 3

3f - 

17

l cc

S

. lj IN 27. t

1

4

5

6 

7

1^

2C

il 

il.

24

WIN

IN.

tL--3

_!,.

is?

iib

US

141

.31

i;;

1^7

1^7

117

.20

171

1,.

1*0

1»1

.2C

3JJ

"47

154

14J

.28

J^i

-,'5

4C8

457

.42

171

1-

2, s 8u

J.15L

1.S3

<^11

2 =5

T74

2C7

.5?

3, t' r-C

.' , 5 1 C

l.MC

4'C

283

141

l.OB

15^

154

1-7

i!4

124

3C +

11?

.35

:? j

2?7

1 - c

I f t

 »:4

=.n

i,7l"'

? , 1" 1 "

15-)

1.58

1,460

1.C4,

f C 1

?* -

2^4

18-:

iti

1/iR

159

.55

3,--.

lfr

lft a 

151

14^

13V

14'

I*'"

123

IIP 

116

I' 6

llh

4,389

115

.21
YAZOO RIVER BA8IN 

7-2885. Sunflower River at Sunflower, Miss.--Continued

1

2

4

5 

7

1C 

11

14

IB 

1^,

20

22

23

27 

26

30 

31

TOTAL

MEAN

MIN 

CFSM

 N.

115

113 

112

111 

loa

LL3

1U7

111 

icn

11,7

104 

10*

It, 2

99

3,316 

107

9-5

1G6

112

11?

116 

li"

lid

121

114 

115

117

128

3,580 

119

lib

35 

23

Id 

13

539

17t>

lo 1?

251 

I4,okl

113

tlS 

id!

CJ649

361

^1G 

30.C4B

167

1.46

1 = 3 

1 = 1

1,350

55*

14, 384 

496

188

2,3*',

3,28J

2,120

646

ACT

468 

55.5C5

210

26^

1,790

1,130

655

3,360

67,«26

22^

5,6C<"'

819

422

355

326 

2=11

26?

47,140 

1,521

2?3

«;:

186

165

156

l*B 

149

136

6,260 

20«

136

,T 1

16«

16R

12C

116

114

U7

iii

1J2

4,365 

141

in?

151

157

162

351

383

280

175 

156 

166

1*4

5,359 

192

12* 

.25

SEPT -

121

12B

122

118 

118

120 

125

133

13"

122

123 

161

3,8=3 

130

118 

.17

.1°

CC MIN 99

DISCHARGE, IN CUBIC FEET PEP SECOND, WftTER YEAR OCTOBER 196* TO SEPTFMBER 19&5

2 

3

5

7 

6

10 

11

3 

4

6

7

5 

21

28 

¥ 

30

31

WEAN 

MAX

CFSM 

IN.

321

150 

1*5

114 

114

115 

111

1 5

108 

108

108

347

.1* 

.22

114

113

112

112

1,490

1.52C

.45 

.50

1,030

3.801

6,850

5,330

513

458

3.5B 

4. 13

12-5

*21

2,220

641

417

1.23 

1.42

325

23o

9,91j

 

4.20 

4.38

,80C

7*^

!,*&, 

4,160

f,29*.

2.15 

2.*7

 4.5EO

1,480

4e°

219

1.49 

1.66

IB6

136

122

541

1.190

691

1.23C

.5f 

.57

361

158

2D9

180

150

486

.27 

.30

1?1

136

124

118 

l"

119

iu

us

121

!«189

153

189

.17 

.20

133 

128

118

155

13fi

in132 

132 

1!I

137

127

155

.18 

.20

SEPT.

131 

131

163 

158

411

555

261 

187

154 

151

145

138

2lt 

S57

.2B 

.31

oo MIN 1C7
362 MISSISSIPPI RIVER MAIN STEM

7-2890. Mississippi River near Vicksburg, Miss.

Location. Lat 32°18'45", long 90°54'25", In T.1G N., R.3 E., Washington meridian, over cavity of 

fourth pier from left bank at combined highway and railway bridge of Vicksburg Bridge Commission 

of Warren County, at southern city limits of Vicksburg, 11 miles downstream from Yazoo diversion 

canal and at mile 430.4.

Drainage area. 1,144,500 sq mi, approximately.

Records available.--Discharge: January 1928 to September 1965. Prior to July 1931 monthly discharge 

only, published in WSP 1311.

Gage heights; April 1930 to September 1965 in reports of Geological Survey. Since December 

1871, referred to canal gages (above 30.0 ft only, since December 1949), and since September 1934, 

referred to bridge gage, in reports of Mississippi River Commission. Since May 1873, in reports 

of U.S. Weather Bureau.

Extremes of stage Intermittently 1828-71 and continuous since 1871, extremes of discharge for 

various years 1858-1926 and continuous since 1926, annual mean discharges since 1817, and records 

of daily discharge since 1928 are available in reports of Mississippi River Commission.

gage.--Water-stage recorder (bridge gage) maintained by Geological Survey. Since Jan. 1, 1963, supplementary water-stage recorder on left bank near downstream side of bridge maintained by Corps 

of Engineers. Datum of gage Is 46.22 ft above mean sea level datum of 1929, supplementary adjustment of 1941 (Corps of Engineers bench mark), or 46.16 ft above mean Gulf level. Gages used by 

Mississippi River Commission: Dec. 10, 1871, to Sept. 30, 1929, staff gage at mouth at Yazoo 

diversion canal l| miles upstream from bridge gage; and since October 1929, Inclined staff gage on 

Yazoo diversion canal 1,600 ft upstream from mouth. Gages used by U.S. Weather Bureau: May 18, 

1873, to Oct. 29, 1919, staff gage half a mile upstream from bridge gage; Oct. 30, 1919, to 

Nov. 30, 1922, staff gage at mouth of Yazoo Canal; Dec. 1, 1922, to Aug. 31, 1934, inclined gage 

on Yazoo diversion canal; Sept. 1, 1934, to Dec. 31, 1962, wire-weight gage at bridge; and since 

Jan. 1, 1963, water-stage recorder on left bank near downstream side of bridge.

All gages at same datum, but readings differ due to slope of water surface between them.

Average discharge. 37 years, 554,000 cfs.

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum dally

Date

May 30, 1961 

Apr. 2, 1962 

Apr. 2, 6, 1963 

Apr. 2, 1964 

Apr. 22, 1965

Discharge 

(cfs)

578,000 

435,000 

334,000 

267,000 

284,000

Cage height (feet)

Bridge 

gage

44.90 

b 42.00 

c 37.50 

36.05 

f 38.19

Suppl . 

gage

c 38.17 

36.4 

g 38.72

Minimum dally

Date

Nov. 5 6, 1960 

Aug. 29 30, 1962 

Sept. 30 1963 

Jan. 8 1964 

Nov. 9 11, 1964

Discharge 

(cfs)

187,000 

217,000 

163,000 

126,000 

179,000

Gage height (feet)

Bridge 

gage

a -0.20 

2.50

Suppl. 

gage

d -2.04 

e -5.77 

h -.67

'ed Feb. 10, 1961.

'ed Apr. 12, 1962.

 ed Apr. 7, 1963.

 ed Sept. 29, 1963.

c utuui-i'ed Jan. 6, 1964.

f Occurred Apr. 24, 1965.

g Occurred Apr. 23, 24, 1965.

h Occurred Nov. 10, 1965.

d Occ

1928-65: Maximum discharge, 2,080,000 cfs Feb. 17, 1937; maximum gage height, 53.2 ft 

Feb. 21, 1937; minimum discharge, 99,400 cfs Nov. 1, 1939; minimum gage height, -7.02 ft 

Feb. 3, 1940 (ice jam above).

Maximum stage known since at least 1871, 58.4 ft (Corps of Engineers gage on Yazoo diversion 

canal), approximately 56.0 ft May 4, 1927 (Geological Survey gage).

Remarks. Records excellent. Natural flow of stream affected by many reservoirs and navigation dams.

Cooperation.--Four-hundred and sixty-four discharge measurements furnished by Corps of Engineers. 

Records of daily discharge computed jointly by Corps of Engineers and Geological Survey.

RevIsions.--WSP 747: Drainage area.
MISSISSIPPI RIVER MAIN STEM

7-2890. Mississippi River near Vicksburg, Miss.--Continued

GAGE HEIGHT. IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

ZZ 

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

3.60

3.10

2.70

2.30

2.25

2.50

2.50

2.40

2.20

2.20

2.20

2.00

2.30

2.20

1.90

1.70

1.50

1.10

.85

.40

.20 

.20

.20

.33

.7U

.80

.90

1.10

1.10

1.15

3.60

.20

NOV.

1.15

1.05

.84

.35

.05

.05

.25

.95

1.50

2.30

3.20

4.30

4.85

4.85

4.80

4.80

4.84

5.00

5.15

5.15

4.65 

4.53

4.30

4.10

3.90

3.60

3.30

3.20

3.23

5.15

.05

DEC.

3.15

3.00

2.50

1.95

1.75

1.70

2.30

2.70

2.80

2.70

3.00

3.40

3.60

3.70

4.20

5.10

6.0U

6.80

7.00

7.10

6.40 

5.80

5.35

4.80

4.10

3.40

3.10

3.00

3.00

2.65

7.10

1.70

JAN.

2.35

2.35

2.80

3.35

4.10

5.10

6.65

8.10

9.15

9.85

10 . 10

10.00

9.50

-

_

5.80

5.00

4.60

3.80

3.70 

4.40

5.15

6.10

6.90

7.60

8.40

9.00

9 .10

9.00

10.10

2.35

FKB.

8.40

6.80

4.90

3.00

1.90

1.30

.85

.20

-.03

-.20

0

.30

l.OO

1.65

2.20

2.85

3.75

4.90

6.10

7.00

9.20 

10.35

11.65

13.25

15.00

17.10

19.40

_____ -

19.40

- .20

MAR.

21.20

22.70

24.00

25.10

26.02

27.04

27.74

28.48

29 .00

29.54

30.06

30.62

31.25

31.80

32.30

32.85

33.62

34.51

35.02

35.54

36.38 

36.75

37.04

37.38

37.57

37.90

38.20

38.52

38.83 

39.20

39.20

21.20

APR.

39.32

39.38

39.51

39.56

39.52

39.53

39.46

39.33

39.23

39.08

38.62

38.32

37.79

37.29

36.80

36.41

36.08

35.83

35.69

35.67

35.60 

35.62

35.64

35.63

35.50

35 . 40

35.20

34.98

34.77

39.56

34.77

MAY

34.60

34.40

34.30

34.18

34.14

34.08

34.01

34.09

34.56

35.15

35.71

36.18

36.61

37.16

37.85

38.42

39.08

39.65

40.25

40.86

41.95 

42.48

43.00

43.55

44.00

44.37

44.59

44.75

44.88 

44.87

44.88

34.01

JUNE

44.68

44.38

43.92

43.28

42.30

41.04

39.67

37.80

35.71

33.47

31.34

29.56

28.07

26.95

26.31

25.83

25.42

25.15

25.00

25.73

26.83 

27.18

27.35

27.42

27.45

27.40

27.09

26.50

25.52

44.68

25.00

JULY

24.13

22.41

20.44

18.39

16.18

14.41

13.18

12.73

12.64

12.59

12.42

12.05

11.44

10.90

10.30

10.40

11.33

11.54

11.35

11.92

15.02 

15.41

15.71

16.02

16.19

16.34

16. 6E

17.17

18.10 

19.12

24,13

10 . 30

AUG.

19.90

20.39

20.49

20.27

19.66

18.86

17.92

17.00

16.22

15.65

15.30

15.23

15.33

15.49

15.43

15.29

15.05

14.67

14.28

14.04

14.63 

15.14

14.96

13.80

11.93

10.40

8.40

7.45

6.87 

6.60

20.49

6.60

SEPT.

6.42

6.20

6.15

6.40

6.48

6.28

5.70

5.65

5.65

5.55

5.43

5.60

6.60

7.65

8.06

8.00

7.50

7.00

6.57

7.85 

11.30

14.22 

16.81

18.96

20.30

20. 84

20.59

19.77

18.62

17.43

20.84

5.43

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEftR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

16.57

16.17

16.21

16.48

16.49

16.08

15.27

14.38

13.59

13.08

12.88

12.88

12.70

12.17

11.37

10.56

9.72

9.10

9.47

9.90

10.05

10.70

11.22

11.44

11.24

10.76

9.97

9.10

8.35

7.85

7.40

16.57

7.40

NOV.

7.04

6.65

6.30

5.70

5.35

5.05

5.37

6.15

8.97

13.44

16.46

18.18

19.10

19.68

19.68

19.28

18.27

17.28

16.24

15.29

14.50

14.00

14.52

15.75

18.00

20.78

22.84

23.98

24.53

24.64

24,64

5,05

DEC.

24.28

23.55

22.62

21.70

20.86

20.10

19.40

18.68

18.02

17.58

16.85

16.60

16.90

17.74

18.88

20.14

21.50

23.24

24.50

25.38

26.02

26.62

27.35

28.08

28.70

29.17

29.51

29.80

30.00

30.20

30.23

30.23

16.60

JAN.

30.20

29.78

28.98

27.83

26.70

25.50

24.00

22.54

21.18

19.92

18.92

18.50

18.88

19,68

20.80

21.58

22.00

22.30

22.80

23.30

23.78

24.08

24.10

23.96

23.92

24.12

24.92

25.80

26.64

27.62

30.20

18.50

FEB.

29.43

30.30

31.03

31.68

32.24

32.68

33.00

33.33

33.63

33.77

33.80

33.78

33.68

33.44

33.12

32.70

32.12

31.47

30.75

29.83

28.92

28.18

27.62

27.10

26.78

26.70

26.70

27.02

_

______

33.80

26.70

MAR.

27.72

28.89

30.22

31.33

32.32

33.15

33.93

34.64

35.42

36.10

36.82

37.37

37.87

38.22

38.52

38.75

38.96

39.19

39.39

39.51

39,64

39.66

39.74

39.89

40.20

40.20

40.21

40.21

40.18

40.25

40.49

40.49

27.72

APR.

40.70

40.84

41.02

41.12

41.13

41.22

41.39

41.48

41.60

41.60

41.73

41.98

41.92

41.94

41.88

41.81

41.82

41. BE

41.80

41.77

41.70

41.56

41.46

41.42

41.40

41.34

41.20

41.24

41.16

40.99

41.98

40.70

MAY

40.93

40.65

40.08

39.27

58.24

37.02

35.78

34.54

33.32

3E.1E

30.91

29.66

28,31

26.90

25.46

24.06

22.78

21.82

21.24

20.86

20.42

19.89

19.25

18.39

17.29

16.22

15.36

14.60

13.87

13.35

13.25

40.93

13.25

JUNE

13.39

13.55

13.89

14.28

14.61

14.97

15.65

16.80

18.04

19.03

19.62

19.80

19.80

20.06

20.45

20.85

21.40

21.86

22.06

22.11

22.00

21.82

21.42

20.76

19.77

18.57

17.42

16.38

15.62

15.02

22.11

13.39

JULY

14.58

14.14

13.71

13.32

12.91

12.42

11.83

11.25

10.70

10.34

10.55

11.59

12.60

13.10

13.09

12.73

12.28

11.90

11.68

11.55

11.50

11.60

12.00

12.75

13.47

13.53

13.13

12.70

12.38

12.10

12.07

14.58

10.34

AUG.

12.42

12.91

13.12

12.92

12.24

11.43

10.60

10.08

9.42

8.96

8.43

8.00

7.80

7.91

7.90

7.66

7.20

6.60

6.04

5.45

4.89

4.44

4.16

4.00

3.86

3.60

3.30

2.89

2.58

2.56

13.12

2.56

SEPT.

2.90

3.10

2,94

2.80

3.10

3.50

3.99

4.07

4.42

5.05

5.61

6.00

6.40

6.96

7.20

7.60

7.70

7.91

8.55

9.15

9.40

9.10

9.00

9.36

9.78

9.75

9.10

8.50

7.70

7.10

9.78

2.80
MISSISSIPPI RIVER MAIN STEM

Mississippi River near Vicksburg, Miss.--Continue:

QAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

30

31

MAX

Mill

OCT.

6.75

6.57

6.47

6.55

6.60

6.70

6.77

7.07

7.71

8.75

9.70

9.85

9-. 50

9.15

8.75

8.30

7.95

7.54

7.28

7.10

7.22

7.23

7.37

7.95

8.50

8.50

8.00

7.20

e'.n

6 .55

9.85

6.47

NOV.

6.20

5.80

5.10

5.00

5.12

5.25

5.' 15

5.15

4.90

4.90

5.05

4.95

4.35

3.95

3.90

4.80

5.80

6.70

7.90

8.95

9.70

10 . 30

10.65

10.70

10.45

10.20

9.60

8.95

10.70

3.90

DEC.

8.92

8.90

8.80

8.95

9.45

9.95

10.00

8.75

7.10

6.00

4.80

4.25

4.25

4.75

5.60

5.40

4.50

3.90

3.20

2.40

1.50

.70

.10

.20

.30

.80

1.35

2.25 

3.50

4.80 

5.70

10.00

.10

JAN.

6.38

7.45

8.63

9.69

10.32

10.51

10.26

9.88

9.61

9.53

9.52

9.46

8.92

7.89

6.52

5.42

4.93

4.84

4.98

5.42

5.92

6.41

7.02

7.63

B.41

9.09

9.17

8.65 

7.80

6.89

10.51

4,84

FEB.

4.49

3.64

3.11

2.72

2.39

2.16

2.04

1.97

2.10

2.72

3.81

4.91

6.02

7.07

7.91

8.61

9.02

9.25

9.42

9.45

9.40

9.11

8.80

8.39

7.8O

6.99

5.97

5.19

9.45

1.97

MAR.

4.93

4.92

5.31

5.95

6.70

7.13

7.30

7.50

8.12

9.47

12.82

17.65

21.52

24.42

26.60

28.14

29.27

29.85

30.72

31.62

32.25

32.93

33.57

34.21

34.76

35.35

35 . 80

56.23

36.96

37.30

4.92

APR.

37.56

37.75

37.85

37.95

38.05

38.16

38.15

38.09

38.00

37.82

37.59

37.20

36.67

35.85

34.70

33.01

31.03

28.65

26.00

23.30

20.52

17.78

15.28

13.11

11.47

10.29

9.41

8.98 

8.82

9.10

38.16

a.ae

MAY

9.44

10.18

11.00

11.97

13.28

15.11

16.97

18.19

18.58

18.29

17.57

16.62

15.61

14.53

13.38

12.32

11.42

10.61

9.81

9.28

9.08

9.08

9.44

10.39

11.70

13.02

13.94

14.49 

14.87

15.03 

14.77

18.58

9.08

JUNE

14.39

14.29

14.58

14.97

15.19

15.12

14.87

14.50

13.98

13.10

12.00

10.96

10.11

9.68

9.68

10.10

10.73

11.26

11.68

11.91

11.90

11.87

11.82

11.41

10.53

9.41

8.48

7.87 

7.40

7.07

15.19

7.07

JULY

6.70

6.39

6.08

5.71

5.38

5.30

5.44

5.70

6.03

5.82

5.40

4.97

4.44

3.87

3.69

3.73

3.85

3.71

3.54

3.73

3.94

4. OB

4.24

4.38

4.84

5.35

5.99

6.33 

6.71

6.85 

6.81

6. as

3.54

AUG.

6.57

6.21

5.96

5.71

5.28

4.88

4.65

4.47

4.32

4.39

4.55

4.63

4.60

4.50

3.93

3.51

3.35

3.42

3. 46

3.30

2.90

2.11

1.50

1.08

.92

1.07

1.05

.90 

.71

.63 

.64

6.57

0.63

SEPT.

.60

.50

.50

.81

1.35

1.65

1.52

1.08

.60

.39

.42

.43

.17

-.32

-.60

-.58

-.43

-.32

.02

.49

.51

.31

-.03

-.50

-.80

-1.07

-1.27

-1.66 

-2.00

-1.98

1.65

-2.00

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19 

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

-1.81

-1.80

-1.95

-2 .18

-2.40

-2.62

-2.72

-2 .80

-2.81

-2.74

-2.77

-2.88

-3.00

-3.00

-2.92

-2.30

-2.98

-3.18

-3.40

-3.51 

-3. El

-3.4,5

-3.36

-3.40

-3.43

-3.49

-3.57

-3.63

-3.73

-3.80

-3.72

-1.80

-3.80

NOV.

-3.70

-3. BO

-5.91

-3.80

-3.71

-3.63

-3.61

-1.58

-3.3B

-3.30

-5.46

-3.58

-3.20

-2.68

-2.41

-2.21

-2.20

-2.27

-2.31

-2.52 

-2.74

-2.93

-3.33

-3.65

-3.67

-3.48

-3.38

-2.82

-2.52

-2.20

-3.91

DEC.

-2.21

-2.03

-2.04

-2.05

-1.74

-1.03

-.54

-.53

-.53

-.34

.32

.21

.27

.18

-.20

-.55

-.54

-.38

-.23

-'.21

-.40

-.80

-1.45

-2.29

-3.09

-3.67

-3.98

-4.19

-4.36

.32

-4.36

JAN.

-4.40

-4,. 40

-4.59

-4.95

-5.47

-5.75

-5.75

-5.67

-5.37

-4.92

-4.23

-3.16

-2.16

-.87

1.05

3.14

4.72

5.66

6.24

6.43 

6.36

6.24

6.09

5.72

4.93

3.46

l!54

1.67

2.31

3.44

6.43

-5.75

FEB.

4.79

6.08

7.13

7.81

B.22

8.46

8.33

7.94

7.46

6.84

6.16

5.27

4.35

3.47

3.11

3.23

3.60

4.18

4.66

4.80 

4.94

5.26

6.14

7.42

8.62

9.2B

9.72

9.92

9.77

9.92

3.11

MAR.

9.52

9.17

9.03

8.35

7.46

E.27

6.05

6.55

7.61

9.95

13.28

17.40

21.19

24.35

26.58

28.28

29.95

50.60

31.22

32.45

32.98

33.51

34.00

34.56

34.91

35.19

35.47

35.70

35.90

36.18

6.05

APR.

36.28

36.32

36.38

36 . 30

36.18

36.20

36.10

35. SB

35.05

34.48

33.80

33.40

33.46

33.68

33.85

34.00

34.05

34.05

33.95

33.55

33.30

33.05

32.55

31.95

31.35

31.10

30.95

30.95

31.15

36.38

30.95

MAY

31.75

32.55

33.20

33 .73

34.15

34.65

34.88

35.10

35.22

35.31

35.22

35.07

34.72

34.19

33.18

32.31

31.28

29.65

27. H3

"S.7Z

21.85

20.22

18.76

17.55

16.40

15.35

14.35

13 . 32

12! 35

11.45

35.31

11.45

JUNE

10.67

10.12

9 . 90

10.10

10.60

11.33

11.90

11.90

11.08

10.10

8.79

7.80

7.20

6.72

b.48

6.35

6. 22

6.10

5.96

5.50

6.15

8.55

11.19

13.10

14.17

14.62

14.72

14.82

15.12

15.12

5.50

JULY

15.40

15.65

15.77

15.64

15.22

14.31

13.03

11.63

10.27

M.Oo

7.83

6.75

6.16

5.98

5.95

5.85

5.80

5.90

6.00

6.18

6.28

6.30

6.20

6.06

5.83

5.54

5.12

4.68

4.26

15.77

3.92

AUG.

3.68

3.38

3.14

2.99

2.78

2.53

2.33

2.07

1.80

1.60

1.66

1.90

2.00

1.8B

1.72

1.60

1.28

. 93

1.00

.64

.43

.59

.91

1.07

.90

.68

.76

1.28

1.54

3.68

.43

SEPT.

1.66

1.83

1.88

1.78

1.81

1.87

1.71

1.59

1.60

1.60

1.40

1.10

.80

.77

.82

.79

.68

.63

.90

2.00

2.18

2.00

1.60

1.00

.60

.51

.80

1.35

1.69

2.18

.51
7-2890. Mississippi River near Vieksburg, Miss.--Continued

RARE HETHHT, IN FEET. AT 08UO HOURS. WATER YEAH OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

31 

MAX

MIN

OCT.

1.72

1.80

2.11

2.77

3.55

4.41

5.13

5.48

5.57

5. BO

5.41

5.02

4.59

4.18

3.80

3.30

E.60

1.84

1.13

.51

.20

.10

.11

.03

-.20

-.31

-.29

-.14

-.17

pg 

5.60

-.31

NOV.

.21

-.28

-.56

-.62

-.41

-.20

-.13

-.40

-.59

-.67

-.60

-.57

-.41

-.21

-.03

0

-.09

-.14

-.14

.10

.19

.12

.22

.70

1.65

3.08

5.16

7.05

7.90

8.00

-.67

DEC.

7.81

7.59

7.69

8.52

9.71

10.77

11.37

11.60

11.83

12.29

13.32

14.45

15.19

15.41

15.40

15.37

15.47

15.50

15.60

15.91

16.28

16.59

16.76

16.71

16.42

15.91

15.17

14. E9

13.21

10.90

16.76

7.59

JAN.

10.49

10.49

10.89

11.51

12.20

12.80

13.26

13.51

13.85

14.66

16.03

18.01

19.65

20 . 80

21.62

22.02

22.22

22.43

22.43

22.40

22.22

22.00

21.87

21.31

20.42

19.48

18.25

16.97

15.70

13.68 

22.43

10.49

FEB.

13.63

14.15

14.87

15.57

16.11

16.41

16.46

16.21

15.99

15.70

15.40

15.25

14.81

15.30

17.22

19.70

22 . 38

24.61

26.60

E7.94

£8.96

29.59

30.06

30.17

30. OS

29.46

28 .65

27i70

30.17

13.63

MAR.

26.65

25.37

24.09

22.80

21.73

21.30

21.51

22.05

22.79

23.69

24.60

25.51

E6.25

26.78

27.10

27.22

27.23

27.02

26.88

26.61

26.40

25.97

25.55

25. IE

24.95

25.15

25.62

26.21

26.67

27.39 

27.39

21.30

APR.

27.70

26.20

28.93

29.80

30.68

31.45

32 .21

32,87

33.52

34.22

34.97

35.60

36.19

36.78

37.33

37.65

37.93

38.18

33.30

38.40

38.50

38.60

38.65

38.65

38.60

36.58

38.50

38.40

38 . 30

38.65

27.70

MAY

38.03

37.62

36.74

35.86

35.25

34.55

33. 9E

33.40

32.98

32.56

32.12

31.60

30.98

30.18

29.35

28.59

27.73

26.73

26.00

25.32

24.55

23.71

22.86

21.99

21.12

20.20

19.48

18.82

18.21

38.03

17.22

JUNE

16.92

16.87

17.13

17.16

16.92

16.63

16.43

16.28

16.25

16.25

16.50

17.12

17.95

18.87

19.46

20.00

20.30

20.52

20.48

20.05

19.55

19.00

18.40

17.90

17.42

16.90

16.25

15.78

15.41

20.52

15.12

JULY

14.80

14.63

14.27

13.62

12.78

12.06

11.66

12.04

12.75

14.19

15.41

16.14

16.46

16.49

16.20

15.75

15.31

14.82

14.27

13.76

13.33

13.09

12.72

12.38

11. SB

10.95

10.12

10.13

10.43

16.49

10.12

AUG.

13.68

14.11

14.11

13.30

11.94

10.26

8.37

6.88

5.59

4.68

4.39

4.48

4.60

4.68

4.61

4.49

4.29

4.02

3.B8

3.75

3.66

3.56

3.28

3.07

2.85

2.68

2.68

2.68

2.68 

2.55

14.11

2.55

SEPT.

2.18

1.95

2.41

3.09

3.55

3.90

4.55

5.88

7.38

8.71

9.52

9.39

9.02

9.29

10.19

11.10

12.32

13.30

13.97

14.28

14.10

13.79

13.60

13.72

14.10

14.49

14.79

15.10

16.10 

17.89

17.89

2.18

DISCHARGE, IN CUBIC FcfcT PER SECUND, WATER. YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

5 

7

11- 

11

!< 

15

lo

1» 

21

^7

2->

31

MAX 

MIN 

AC-FT

2Z3..wo

i^t.CCt.

2l4,i,i,f.

131,, LUl230.0LO

il4.Cc., 

ZU.-L>.

241, OC* 

13,2luM

187, J-L

277, CCC

26t,3o5

 

l4,8ji,M

UfEC.

2«;^o

239, t,OC

Zbl.OtO

It,, TUP,

315,1.00

357, GQU

19.37GM

261.00U

17.480M

HAP.

1115,000

134 4,000

67.05CM

APR.

1331, COO

10=7, OOC

69.J5GM

MAY

1241,000

15*8,000

77.550M

JUNE

699. OOC

53.39QM

JULY

432.000

365, COO

345,000

537,000

642, OCO 

26.440M

AUG.

531.000

441,000

434,000

417,000 

432,000

326,000

274,000

566,000 

26.430M

SEPT.

266,000

270,000 

259,000

246,000 

251,000

298.000

333.000

383,000 

442,000

557,000 

586,000

519,000

608,000 

246,000 

21.250M

WAT Y9 I3t»l: TOTAL 13,2

M Expressed In thousands.
MISSISSIPPI RIVER MAIN STEM 

7-2890. Mississippi River near Vicksburg, Miss.--Continued

1

5 

7

11 

12

15

10

17

19 

22

25 

27

28 

30

MEAN

MAX 

MIN

470,1,00

47?, Gut,

460, OC 0 

439, UOJ

340, OCO 

327,000

342, OCO

297, OOu

292, JCO

201,00.

535,0'jQ

713,000

261, OCO

75C.CJOL

821, COC

919,000

722,000

899, COO

816,003

______

810,000

1402,01.0

1377*000 1256, OOC

571, OCO

50°, COO

393, GDO

3 93, OOC

622. OOP

438tOGO

393, COC

4?o,r.LO

376,000

345,000

?88,0?r

35?,0'-C

247,000

217,000

217,000

722, :OC

221,, j<>n 

235, 'OC

251,^00

261",, ~itn 

267, iOC

295, :00

Tta.roc

317,M(1

'16, OCO

292.000 

282, COO

330, OCO

M Expressed In thousands.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBEP 1=63

1

2 

3

* 

5

6 

7

9

11 

12 

13

15

16 

17 

18

21 

22 

23 

24 

25

26 

27 

28

3D

TOTAL 

MEAN 

MAX 

WIN 

AC- FT

276,000 

280,000

284, OCC

283,000 

282, OuC

2*8, uCC

336, OCO 

342,000 

334, UOO

311,000

305,000 

299, OCO 

292,000

286, UOO

288,000 

296,000 

299,000 

312,000 

320,000

319,000 

308,000

282,000

 9.268.0M 

299,000 

342,000 

276,000 

1U,3BOM

27U.JOO

255, OCO 

257,000

254,000

255, uCO 

25C.JOO 

253,000

243,000

256,000 

271,000 

286,01)0

321,000

335,000 

355, OCO 

373, OOC 

380,000 

3B1.000

376,000

370,000

340,000

8, 874. OH 

295,800 

381,000 

245,000 

17.600M

342, uGO

379,000 

376,000

315,000

259,000 

2b9,OCO 

264, OCO

284,000

280, GOO 

273, uOO 

2t>l,OCG

243, JOO

224, ul>0 

210, OOC 

205,oOO 

206, UOO 

20S.CCG

215, COO 

221,000

281,000

8.684.0M 

ZBD.100 

379,000 

2J5.10Q 

17.220M

317,000

419, OUO 

4CO.COO

3 86, COO

362, COC 

379,000 

365, CUO

313,000

294, COO 

286,000 

236,000

302,000

316,000

325,000 

337.000 

351,000 

367, UOO

380,000 

377, COO

325, COO

10.867M 

350, 5UG 

420, COC 

286,000 

21.550M

278,000

243, OC3

245,000

252,000

285, OCO 

307, DOJ 

330.0i 0

375,000

384,000 

388,000 

388, 000

392,000

388,000 

382 .OCO 

373,000 

360,000 

343,000

327,000 

310, OCO

 

8, 90 5. OH 

318,000 

392.0CO 

242,000 

17.66CM

296,000

348,000 

352,000

376,000

517,000 

651,000 

780,000

942,000

994,000 

1025,060 

1055, CCC

1126,000

1167,000 

1215,000 

1232,000 

1251,000 

1267,000

1277,000 

1286,000

1312,000

26.386H 

851,200 

1320,000 

296,000 

52.340M

133C.OOO

1334, COO 

1331,000

1308,000

1?62,COO 

1221, TOO 

1191,1.00

1053,000

583.000 

902, COO 

807, OOC

623,000

546,000 

478,000 

428,000 

391. GOO 

369,000

350,000 

338,000

344,000

27.036M 

901,200 

1334,000

335,000 

53.610M

349,000

494,000 

541,300

575,000

531, OOC 

501,000

465,000

412,000

389,000 

371,000 

357,000

339. OCC

338, COO 

341,000 

351, OOC 

375,000 

406,000

437, OOC 

458,000

477, COO

13.410M 

432,600 

575,000 

338,Or,C 

26.60UM

JUNE

450, OCC

472,000 

465, OOC

439, OOC

392,000 

371,000 

356,000

35C.OCO

361,000 

375,000 

387,000

400,000

393,000 

392,000 

391,000 

380,000 

360,000

337, OOC 

318,000

297.000

11.759H

392,000 

475,000 

297,000 

23.32CH

JULY

294, OCO

268, COO 

26", COO

279,000

267,000 

259,000 

25Z.COO

249, OCO

247.SOO 

247,000 

243,000

244,000

248,000 

250,000 

253,000 

258,000 

270,000

283,000 

289,000

303,000

8, 323. OH 

268.500 

304,000 

241,000 

16.510M

AUG.

301,000

Z63.0PO 

261, MD

257, COO

263, flOO 

264, COO 

264,000

253,000

247, COO 

238,000 

235,000

231,000

223,000 

210,000 

200,000 

197,000 

196,000

199,000 

199,000

195,00"

7.429.0M 

239,600 

301,000 

195,000 

14, 740M

SEPT.

105, DCO 

193,000

208,000

212,000

20°,CCO

191, or>o

114,000 

196, OCC 

194, CC?

185,000

185,000 

187,000 

189, OOC

201, CPO

199,000 

194,000 

188,000 

187.1300 

138,000

189,000 

185,000

163,Of.O

5,744.0M 

191,500 

212,000 

163,000 

11.39OM

CAL YR 1962: TCJTAL 25,519,000 MEAN 617,900 MAX 435,000 HIN 205,000 AC-FT 447,300,000

M Expressed In thousands.

368 BIG BLACK RIVER BASIN

7-2895. Big Black River at Pickens, Miss.

Location.--Lat 32°52'45", long 89°S8'05", in SW£ sec.14, T.12 N., R.3 E. , Choctaw meridian, near cen- 

 ter of span at downstream side of bridge on county highway (formerly old U.S. Highway 51), half a

mile southeast of Pickens, 6 miles downstream from Seneasha Creek, 6 miles upstream from Cypress

Creek, and at mile 160.S.

Drainage area.--1,460 sq mi, approximately.

Records available.--August 1936 to September 1965. Monthly discharge only for some periods, published in WSP 1311.

Gage.--Wire-weight gage read twice daily. Datum of gage is 196.26 ft above mean sea level, datum of 

T929, supplementary adjustment of 1941 (U.S. Department of Agriculture bench mark, levels by Corps 

of Engineers). Prior to Dec. 25, 1938, staff gage, Dec. 25, 1938, to Aug. 19, 1939, wire-weight 

gage, and Aug. 20, 1939, to Mar. 8, 1961, water-stage recorder, at present site and datum.

Average discharge. 29 years, 1,809 cfs.

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

Apr. 3, 1961 

Dec. 18, 1961 

July 25, 1963 

Apr. 30, 1964 

Feb. 14, 1965

Discharge

(Of 8)

13,800 

42 , 200 

4,540 

12, EDO 

32,800

Gage height 

(feet)

18.70 

a 21.52

14.62 

18.50 

20.36

Minimum

Date

Oct. 5, 1960 

Oct. 20-25, 1961 

June 18, 1963 

Oct. 30, 31, 1963 

July 4, 1965

Discharge 

(cfs)

89 

80 

79 

61 

90

Gage height 

(feet)

2.11 

b 1.82 

c 1.70 

1.51 

d 1.57

a Prom floodmark.

b Occurred Sept. 26, 1962.

c Occurred Sept. 27, 1963.

d Occurred Sept. 10, 1965.

1936-65: Maximum discharge, 49,400 cfs Mar. 28, 1951 (gage height, 22.20 ft); minimum, 27 cfs 

Aug. 31, Sept. 1, 1943; minimum gage height, 1.38 ft Oct. 5, 8, 9, 1954.

Maximum stage known, 23.7 ft Dec. 29, 1926; flood in May 1930 reached a stage of about 23.5 ft, 

and flood in 1892 reached about the same stage as the floods in 1926 and 1930, from information by 

local residents.

Remarks.--Records good.

DISCHARGE, IN CUBIC FEET PER SECOND. HATER YEAR OCTOBER I960 TO SEPTEMBER 1961

1 

i

7

1<! 

11

1 J 

It

15

lo

l c

ZJ 

21

27

3J 

Jl

1EAM

MAX 

1IN

IN.

«AT IT

13

9^

lie

14j 

13'.,

1CJ

lit

1^7

l^b 

10<t

1^.5 

1-7

155

.12

111

1^5

126

4G2 

277

Z14 

186

,7 

.16

463

238

87t

.27

315

59<v

414

.57

374

10,100

 

2.45

5,880

6,350

5,260 

4,680

8.0CC

5.10

6,900 

5,120

4,4*0 

3,500

2,500

885 

780

744 

900 

1,440

3.83

IN 74

IN 90

915

4C6

292 

250

207 

183

164 

153

217 

172

129

.41

CFSM I 

CFSH 1

100

102

246 

162

139

,840 

,580 

,150

,390 

.710

 -

.54

.16 IN 

.12 IN

633

1,260 

945

2,000

3,010

2.370

2.85O

1.440 

1,020 

2,040

2,170 

1.940

726

1.25

15.78 

15.14

357

320 

304

188 

226

580

492

215 

322 

364

536 

404

182

.30

SEPT.

160

309

226 

200

163 

151

231 

313

287

157

138

126 

116 

109

109 

105 

98

183

445 

.14
BIG BLACK RIVER BASIN

7-2895. Big Black River at Piokens, Miss. Continued

DISCHARGE, IN CUBIC FEET PER SECOND. WATEK YEAR OCTOBER 1961 TCJ SEPTFMBEP

DAY

1 

2

4

5

6 

7

9 

10

11 

12

15

1C 

17

15

2C

21 

22

24

26

27

28 

2" 

30 

31

TOTAL

MEAN 

MAX 

MIN 

CFSM 

IN.

b3 

97

IBS 

1B2

113 

1C7

B3

35

82 

31

HO

80 

BO

Bl

32 

32 

B3 

85 

35

1U7

.07 

.C8

32

795

5,lt>C

4,820

7,950

h,12C

5,410

2.26 

2.52

2,370

35.20C

5.2BC

1 ,630

<=.06

6,14,

11,600

4.85

5.5T

3,100

2.77

2. SB

2,460

3.74 

4.32

,1,10J f

1,'SC 

2,120

2.51

2.80

IN 30

251 

238

183 

2, ISO

677

.46 

.53

CFSM ..

281

1<!C

24C

651 

.45

.5r

.04 IN 

.21 IN

238

103 

128

39

ZB6 

2C4

147

.10 

.12

27.63

30. C- 3

17 j

142 

115

94

^3

111

251 

43T

IBS 

127

Io3

.11 

.13

123

115

123

173

147

125

111

1C 3

58

89 

1 P3

.11 

.12

1

3 

5

7

11 

li

It 

15

17

1*

2^

2^

2t 

27

2fc

31 

TLlTAL

MAX

MIN

IN.

43

K3 

107

 97 

923

511

137

U5

137

123

118 

lii 

li,S

10 a

7,370

1,57^

.11

1C1

12C 

118

1^0

166

555 

6dl

59h

175

7,Ll9

7.jJ

.13

lt,l

16-

147

lB3

164

l»i

3i-4

624

.1,

256

34C

£

S31

1,51 :

liSIC

.43

1,050

430

l,42ij 

2,11'-

1.57-.

2.11J

.71

2,06^

3, SEC

4.3JC 

4,lli

l,B4u

437

4,i:o

1.50

^73

304

Z5C

228

214

BIS

. za

328

228

U6

\;s

1 _C

114

36e

S54

.2«.

JUNE

10

13

OC

Rl

n 7 

13J

33?

f 46

.16

JULY

135 

125

402

1 , 8RC

2.16C

2,460

3,55: 

3,°40

513

43T 

4,53;

l.O'i

AUG. 

561

1,410 

8^5

304

2'"'

168 

1*3

1^1

1S3

171 

Id3 

177

233 

1,41'

.31

SEPT.

171

127

145 

1 = 2

171

112

^-2

13?

i r' 

1?

B2 

HI 

81 B~

3.P31 

284

.Ci 

.1"
BIG BLACK RIVEf. BASIN 

7-2895. Big Black River at Pickenb. Miss.--Continued

1

3

4

S

7 

4

11

1<! 

l3

Ib

1°

17

Id

22 

J4

Jd

29

3L

31

HIM 

CFSM 

IN.

---

i.St»

77

9-7

1.3LJ

i,j7n 

1,11:.

7L 3

24J

1^4

13! 

1J4

1^6

114

11 =

114

.3a

121

134

1U 

116 

12u

i:r

12!)

IZu

235

 !'""

.35

1,&S^

i . t 3'.

3U

i.:^

^.47*.

2 ,4^.

/,-it

744

1.44C

l.*b

^-

i*?0'-

731

tf 8 

1,19.

1.74^

1,^ 

l.iSC

Elb

1 55C,

1.7CC

BC2

I.U2

6^3

 57-J

S34 

2,y7'_

2^,4(_ j

Zb,i, , 

1 i,7C^

5,3?.

 

S.67

t,"l .

1 - t -'. -

 -til'

?,lt:

.,.'r,.

2,730

2 , 3 .- :

/,7 C

;,ts5i

4» t iiU

f^.SlJ

3. 76

7,<,2i_

d.72.;

5,1"G 

4,^9'' 

4,1 "0

3,fl<.r

4,i5C 

 t,3«

1.J4C

1 ,570

1,1 BO

185

2.78

,"<,

», 7

3 e,3

3^4

246

i=e

l^P

17-

!-, =

Ii3 

li c

3B1

168

.ie

,21

______

If 2

15'

13t 1 3," 

1 3(

122 

I3f 

I'll

1-7

',24

424

132 

122 

lit

1C3

-

.11 

.12

 --

'-J

( 

I 1 3

11

2 1:''

itr

; «'

J(_2

til 

tCf 

1C1

l,lf'c

l,2i.

552

.21 

.24

,5" 

132

1 L ^ 

1"

' H

rS7

1,44 I

-73

IP"

5 IS 

370

133

J4 C

^1

31,

1P3 

151

151

?3!

.23 

.?f

161

! ^°

u r 

11 :

1:2

I'-B

l r - 

= 8

.!! c

37S 

1*4

 "

 2F 

24^

?'5

!7v 

121

!5>)

.11 

.12
BIG BLACK RIVEP BASIN

7-2900. Big Black River near Bovlna, Miss,

Drainage area. 2.810 sq ml, approximately, includes that of Clear Creek.

Records available.--February 1936 to September 19R5. Prior to October 1938 monthly discharge only, 

published 3n WSP 1311.

4.93 ft above mean sea level, 

" " - Corps of Engineers

Average discharge.--29 years, 3,340 cfs.

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1951 

1962 

1963 

1964 

1955

Maximum

Date

Feb. 28, 1961 

Dec. 20, 1961 

July 23, 1953 

Mar. 20, 1964 

Feb. 19, 1965

Discharge 

(era)

17,100 

63,500 

4,46D 

19,200 

27,000

Gage height 

(feet)

34.52 

40.53 

18.25 

35.88 

38.31

Minimum

Date

Oct. 5, 1960 

Sept. 29, 1962 

Sppt.30, 1963 

(b) 

Sept. 9, 1965

Discharge 

(cfs)

159 

133

128 

81 

156

Gage height 

(feet)

6.62 

a 6.60 

6.90 

5.64 

6.73

a Occurred Oct. 29, 1961. 

b Oct. 30 to Nov. 1, 1953.

1936-65: Maximum discharge, 63,500 cfs Dec. 20, 1961 (gage height, 40.53 ft); minimum,65 cfs 

Oct. 2, 1954 (gage height, 5.98 ft).

Floods at Askews Bridge (6 miles upstream) reached elevations above mean sea level as follows: 

Dec. 20, 1961, 139.2 ft; in 1912 and in January 1927, 139 ft; Apr. 1, 1951, 338.5 ft.

A flood in May 1930 reached about the same elevation as that of April 1, 1951, at Askews Bridge

Remarks. Records good.

DISCHARGE, IN CUBIC FEET PEP SECOND, HATER YEAR OCTOBER I960 TO SFPTFHBER 1961

1

2

5

6

7

10 

11

13 

14

16

18 

19

21

23

24

28

30 

31

EAN 

AX

IN 

FSM

l

311

117

1.560 

1.44C

1 .110

527

416

213

188

185 

183

179

17%

389 

1.560

.14

Ihl 

183

185

183 

142

258

347 

379

68G

516

282 

680

.1C

35,

- »

1 12C

1 22u

1 46C

51J

386 

M5

336

455

5S7

.21

1.020 

891

722

1,050 

1.100

2.50C

1,650

2.C11

.72

a?4

808

4.7=0

10.803 

11,000

16,900

 ---

4,596

1.64

13.7DG

13,200

14.6CO 

14.2CO

13,01,0

13.2CC

14,270

5.03

APP.

13.CCO

8,580

4,510 

2.96C

1.060

1,530

10,110

1,060 

3.60

MAV

,.c,.

506

740

389 

356

635

333

2 14C

.35

2C7

77ft

682

9,030 

8.800

4,300

2,540

2,847

1.01

:.»n

2.360

3.260

3.020

3.050 

3,680

2,590

2,480

2,333

.83

.,

AUG.

_ 

481

1.7°0

432

532

491 

455

607

593

494

673

.24

SEPT.

511 

186

686

528 

515

316 

281 

255

2C5

!

2Q3

513

1.090

201 

.16

MEAN 3,1*3 MAX 20,100
BIG BLACK RIVER BASIN

7-2900. Big Black River near Bovina, Miss. Continued

Itg CUbIC FZbT PtR SECOND. ViATEt-' YEAR CCTCBER l^fil TO SEPTEMBER

7

ir 

11

!2

13

14 

15

Id 

17

21

27

3

MIN 

CFSM

2L7

c?5 1

^3 2 

215

2Ll

Ib7

Ie5 

161

154

L5Z 

149

l4i

14J 

l',9

-

t:,u

7,2LL

7, bio

7.o f-C

11, 7u.

63,iLi

52, 3 DC

41,5;o

11, 4U

7,^20 

7,340

15, lot

15, KO

I2,ec<-

21.300

a, 310 

5,31-:

3,130

4,872

6,393

J , 6 7 j

11,4^0 

11.31...

1, 840

9.01C

7,79?

2.S7U

5,429

16,200

21,400 

16,500

11 ,80C 

S,S20

7,220

6.09C

7.39C

994

61C 

528

480 

460

427 

398

547

2,400

1.3SO

504 

438

380 

411

362

332

492

610

329

26?

255

231

203 

221

194

199

221 

199

185

358 

355

24C 

242 

211

187

147 

154

152 

147

154

588

355

331 

275

219

'07

1B5 

211 

221

205

348

307

41?

403 

206

217 

196

165

149

136

.08

,1CC MIN 13

ClSCHARGt, IN CUbIC FEET PEK SECOND, K4TER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1 

2

b

6 

7

6

il

13

18

IS

;3

25

27

28

31.

MEAN

MIN 

CHSM 

IN.

LCT.

141

158

141

13fc 

1-.6 

146

133 

1.11L

914

313

198

Z25

Ib3

170

Ic6

13*

MuV.

15v

152 

152

173

17:

155

r

54C

411

15C

£ ))

251

2Jc

23e

;25

^:b

312

275

20?

1,«C'

556

355

331 

370

755

1.1.2C

331

b!4

370

2,260

8=2

811 

842

926

3,470

2.020

1,42}

311

2.04&

3 , 360

2,380 

2,350

2.730

3.77C

2,613

1,130

571 

526

842

800 

688

588 

538

464

401 

378

345

568

870 

8? 5

3 = 8

328

256

1=1

178

173

165

156

548

381 

284

184

169

152

158

19fr 

312

842

415

373

328

3ia

1,850

1,080

548

2,590

3,330

3,620

2,740

804

972

1,310 

1 ,120

470

378

378

258 

238

238

263

286

25C

305

268 

219 

214

238 

216

216

165

150

187

2C5 

180

158

146

13?

6,118 

305

.07 

.08
BIG BLACK RIVER BA3IN

7-2900. Big Black River near Bovina, Miss. Continued

E, W CUBIC FtET PER SECOND, WATfcR YEAR CCTOBER 19b3 TO SEPTEMBER 1964

1

3 

4

5

7

h

11 

12

14 

Ib

17

19 

2-

21

2i

2>t

25

26 

27 

2fi

25

JO 

31

MEAN 

*AX 

MIN 

CFSM 

IN.

1^6

12u

120

lie

113 

US

11? 

Ill

IDS 

ICb

It4

8".

38 

86

64 

64 

82 

61

K2 

126

61

*i

i^'t

1C5

114 

117

1^6 

120

12B 

l.bbu

84

312

270

1,4*C 

2.27C

741

24a

536

453

2te90

441

2,580

LC.iCG

1C, 800

14,700

11,500 

2,050

1,060

9,800

16,400

14.9CO 

13,500

11,500

485 

1,070

5,580

724 

720

638

278

485

263 

542

895

1,680

3,880 

1,480

374 

488

1,422

425 

389

1,040

575 

425

407

357 

351

1,100 

401

1,020

SEPT.

299 

281

268 

253

222 

209

181

173

169

165

157 

155

150 

148 

2,090 

3,760

526 

148

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTENBER 1965

2 

3

5 

6

3

11 

2

5

6

7

9

2-1 

30 

31

MAX

MIN

IN.

2,580 

2,340

1.8ZG

1.410 

1.180

645 

515

390

285

 

.48

211

2ZO

206

206 

211

22C

 

*2l.4 

.32

2,770

1.09C

5,110

3,386 

1.59

6,480

1.S30

3,180

1.32

1,190

4.11

14,400

3.72

10,600

9,600

1,120

2.32

804

439

336 

342

285

.18

322

266

369

493 

515

612

800 

.16

241 

224

202

184

2B5 

256

653

1,320 

.17

852 

623

369

465

9O1

919 

704

299

1.340 

.22

238 

220

206 

191

158

215 

182

393 

313

282 

238

261

202

411 

384

7,778 

452

.10
BAYOU PIERRE BASIN

Location.--32 "00'55 , long 9u°53'00", in lot 16, 7.12 N., R.3 E., Washington meridian, near right

ank at downstream side of bridge on county highway, 1.4 miles upstream from Couth Fork Bayou

Pierre and 1.7 mile outheast of Willows

-Drainage area. --65J1 sq mi.

Records available. --Annual maximums , water years 1959-fil. June 19F1 to September 19F5.

Extremes.--Haxlmums and minimums (discharge in cubic feet per second, gage height, in feet).

Date

Apr. 19, 1959

Dec. 17, 1959

Mar. 29, 1961

Nov. 23, 1961

Dec. 12, 1961

Dec. 18, 1961

2, 1964

15, 1964

Oage 

height

Not previously published.

discharge, June 1961 to Septe

1961

1962

1963

(b)

Aug. 26-27, 1963

1958-65: Maximum discharge, 31,300 cfs Oct. 5, 19R4.

1961-65: Minimum discharge, 23 cfs Oct. 13, 14, 22-37, 1963; minimum gage height, 2.27 ft 

Aug. 6, 1965.

DISCHARGE, III CUBIC FEET PER SECOND, JUKE TO SEPTEMBER 1961

1

J

5

7

8

1C

11

12

13

14

Ib

It

17

18

2C

21

23

25

»6

27

2*

29 

3C

31

TOTAL 

MEAN

MAX 

MIN

CFSM

IN.

"" -

 

III~-

_ 

71

7r

70

70

70

7C

70

3C

f)f

uf

15

63

1L'

7i

ir

25

4f

6, 7C

2. "L

63

;3

77

2, ec

4. 3C

2, 61.

It 7C

32°

858

' 7u

1.31

1.47

31-t

?41

\' *

2^5

315

C.

71

14

- f

67

3, 20

?. cc

2t 43

It 10

up

tf

t ^

41

C C,

56

4r

e^

ir

59

65

tl

It 4 r

6r7

~

687

140

1. *'5

l. ? l

lill" "

2b "J :?H ;; 4,

167

1?8

13R

1C 1;

15!

142

116

13o

P36

436

67-

2 """

164

lie

11?

120

1C1

°8

136

14.

10C

=e

es

116

7.2=8

86

. 3£

.42

Hj 1

I 7 '

IV

j33

555

24]

167 14,"

116" ^

If 1

167

1*6

112

101

R6

7 =

71

74

73

71

70

67

67

5?

65

«5

.

11Z

52

 25

.33
BAYOU PIERRE BASIN

7-2906.5. Bayou Pierre near Willows, Miss.--Continued

DISCHARGE, IN CUBIC FEET PEP SECQNO. WATtR YEAR OCTOBER 1961 TO SEPTEMBER

1

2 

3

5 

7

9 

10

11 

1^

14 

15

16

17

19 

20

21 

22

Is

24 

25

26 

27

29 

30

HE AN 

MAX

MIN 

CFSM

70

U4

81

68

65

73.0

54 

.11

58

114

!,66,

208 

11,400

1,3^7

58

.,71,

1.6JO

458

3,351

1B1 

5.13

10,700

3,280

3,10=;

463 

4.UB

808

 

91L

308 

1.4G

368

280

565

.87

588

344

308

431

1,782

2.73

III

213 

1B«

155

13C

12C 

116

201

j=C

.61

588

2,560 

2,120

317

228

18C

162

134 

120

130

522

'.89

iro

BO

7C

6B 

67

62

58 

54

127

74.6

.11

71

1B1

48

40 

38

47

43 

54

4B

65

72.1

38 

.11

47 

54

53

1-.5 

74

48

70 

13t>

136

6B

55 

52

4!

4":

3fi

-,8 

.1"

CFSM 1.58 IN >1.46

1

2 

3

5

7

11 

12

14

15

Ib 

17

IB

2o

<:5

27

2-

TLTAL

MEAN

MIN 

CFSM 

IN.

HAT V

i4

49

65

64

6_ 

5d

7i4

1^..

C7

55 

5S

9j.P

.1^ 

.17

55

53

;>;>

52 

156

5 J

t 3

ze?

?H

°bi

1 S

b^ 

.15

:i

61

61

5b

£.4

UL

3i<;

14^

l,5at

3, Hi

L?l

55

151

107

*2

d9

it?

Hi 

112

5,5'.-^

3o2

316 

3.2SG

3C.U7 

= 78

1.50 

1.73

317

21-

263

228

i«5 

17t

S90

4bd

iiiin

23,045 

Bil

174 

1.26 

1.31

MAX

1,210

459

2, If &

i.at. f-<-

-

3' a

2l 3

1S5

2^,77^ 

fhl

171 

1.47 

1.7.

7,5iC >

151 

13C

1BB

155 

14C

154

138

111

112

15-

9S

B5

3,5^8 

133

85 

.23

IN 38

66

6R

70 

60

S"3

52

4^

t5

55

5? 

46

1.B64 

6C. 1

44 

.11

CFSM

31

30

34

33

33

34

34 

40

168

236

9' 

530

4,525 

151

33 

.23 

.26

.01 IN 

.49 IN

232

137

4oe 

155

74 

56

53

178

170

7ft

5,27h 

170

53 

.3C

13.75

93

5G 

45

45

66

77

50

41

3'

32

47

194

4, 162 

134

32 

.21 

.24

11*

5C

41 

37

33

33

3? 

33

33 

31

29

2ft

?1 

3C

1,683 

?6.l

25 

.M
376 BAYOU PIERRE B^SIN

1

2 

3 

4 

5

6 

7

6

11 

12 

13

15

18 

19 

20

22 

23

24 

25

26 

27

25 

30 

31

MAX 

WIN

IN.

29

28

28

28 

26

24 

I* 

23

25

23 

23 

23 

23

23

34

38 

23

DISCHAh

51

52

41

3B

35

46

02 

82 

128

65

322 

I5c

34

7-2906.5. Bayou Plerre near Willows, Miss. --Continued

38

04

72

 52 

353

J.55 

208

182

122

98 

KB

58

74

24"

658 

273 

252

182 

L70

5,090

553

246 

197

213

243

124 

118 

122

240 

195

1,230

669

309

11,400

855

940 

571 

440

801 

612

685

394 

282

24C

218

7,320

907 

1.03C 

10,900

550

322 

276

2C.1CO

3,080

20,100

553 

483

232

148 

173 

303 

178

77

65 

64

53

58 

809

400 

18C

87

79

56 

54 

100 

77

"C

65 

59

1,160 

738

373

 

267

l.ceo

2S8

2.50C 

1,320 

2,900 

°16

176

131

493

241

328

 

196 

L°4

110

846 

302

169 

104 

145 

102

98

80

71

85

71 

92

63

58

58

45

48 

47

52

48

40 

38 

36 

35

37

131 

68

51 

43

38

35 

36

169

88

1,880

35 

.11

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

5

6 

7 

8

9

11 

12

14 

15

16 

17

18

20 

22

26

31

WIN 

CFSM 

IN.

71

11,500

290

221

201 

186

135

119

118

2.89 

3.33

110

95

87

85

88 

101

2.58 

2.88

1,380

845 

724

10.50C

3.99 

4.60

536

341

307

281

1.34

1.55

fEB

223

883 

4,880

 

4.29 

4.47

833

610 

550

5,110

318 

3.38 

3.90

437

300

256

214 

198

128 

.54 

.60

104

93 

8

8

8 

8 

8

80

39 

02

72 

.15 

.18

80

66

158 

92

600

224 

86

66 

62

318

75

58 

.25 

.28

63

68

117

106

71

68

7C 

7?

50 

44

280

125

109

39 

.16

.18

81 

63

37

121 

90

171 

107

64 

261

94

66 

220

154 

75

83 

60

37 

.1° 

.22

50 

4b

57

58

84 

3,020

1,180 

303

194 

143

114

110 

125

228 

11C

85

412

39 

.63

.7(5

CAL YR 1964: TOTAL 481,863 MEAN 1,317 MAX 27,900 MIN 35
BAYOU PIERRK BASIN

Location. Lat 31°53'40", long 90°50'40", In lot 35, T.ll N. , R.4 E., Washington meridian, near left 

bank at downstream side of bridge on county highway, 1.3 miles upstream from mouth and 2.5 miles 

east of Pattlson.

Drainage area. 77.4 sq ml.

Records available. June 1961 to December 1962. Annual maxlmums, water years 1963-65 and occasional 

low-flow measurements, water year 1964.

Gage. Crest-stage gage. Datum of gage Is 113.84 ft above mean sea level, datum of 1929, supplementary adjustment of 1941. Prior to Jan. 1, 1963, water-stage recorder at same site and datum.

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained In the following

water 

year

1961 

1362 

1363

1965

Maximum

Date

July 11, 1961 

Dee. 17, 1361 

Jan. 19, 1963

Oct. 4, 1964

Discharge 

(cfs)

a 1,170 

10,100 

2 , 300 

8,100 

12,000

Oage height 

(feet )

7.25 

20 . 76 

9.80 

18.53

Minimum

Date

Aug. 30, 1961 

Aug. 15, 1962 

Oct. 1, 1962

Discharge 

(cfs)

b 2.8

1.5 

c Z.I

Gage height 

(feet)

2.49

Z.37 

2.43

a Maximum for period June to September 1961. 

b Minimum for period June to September 1961. 

e Minimum for period October to December 1962.

1961

1961

-65: Maximum discharge, 12,000 cfs Oct. 4, 1964 (gage height, 22.66 ft).

-62: Minimum discharge, 1.5 cfs Aug. 15, 1962 (gage height 2.37 ft).

Remarks.--Records fair. A discharge measurement of 1.41 cfs was made Oct. 18, 1963.

DISCHABGE, HI CUBIC FEET PER SECOND, JUNE TO SEPTEMBER 1961

1

3

4

5

n

7

2

10

j.1

12

13

14

15

16

L7

IS

l^

20

21

22

23

2t

25

2o

27

2tt

29

30

31

TCTAL 

MEAN

MAX

MIN

CFSM

IN.

 

-_ _

 

 

_

_

_

-

_

_

_

_

-

_

_

_

_

-

_

.

_

_

-

41

15

10

7.6

19

3*5

62

25

15

10

 

-

_

_

_

-

39

3<J

25

95

26

12

40

76

26

15

443

616

280

131

40

40

27

15

1C

8.7

6.1

5.6

6.6

56

1C 6

15

26

130

163

127

60

87.0

616

5.6

1.12

1.30

110

21

15

31

10

7.6

5.1

5.1

37

66

10

7.1

5.6

13

39

18

56

18

8.7

5.6

4.7

3.9

5.1

7.1

5.6

28

6.1

3.9

3.1

3.1

13

18.5

110

3.1

.24

.28

7.1

5.6

32

B.I

5.6

144

58

13

7.1

5.6

5.6

7.1

17

74

18

10

e.

6.

5.

5.

4.

4.

4.

4.

4.

3.

3.

3.

3.

3.

 

16.

14

3.

.2

.2
RAYOTI PIERRE BASIN 

Crpek near Pattison, Miss. Continued

3

4

5

t

7

B

le

11

12

14

15

la

17

l<i

! ;

2fl

22

^3

2=5

^b

27

TOTAL

MAX 

MIN

CFS*

IN.

13

67

2o

lo

".7

4. C.

3.5

3.4

3.3

3.2

3.1

2.5

2.6

2.5

2.b

2.0

2.B

2.1

2.8

2.5

2.5

2.5

2.5

2.2

2.1.

2.5

2.2

 Cv

.1C

;.fc

4J

^3

21

^.

46 i^it

Id

3.7 13

0.6

5,1

5.1

5.1

3.1

5.1

t55

 = ,

i72

58

33

25

2G

770

1,140

f 1

43

34

i7

21

2.8

2.61

Z.9i

39

31

3<-3

4'jO

314

i,«ac

325

23o

lie

6,U JC

1.2SC

1=7

115

74

60

41

39

il

31

t6

16

5.15

5.S4

41"

C .J3

264

TH

42

30

28

26

25

148

1.S2J

180

113

1.J10

526

176

100 

84

66

1,120

1,860

L&e

102

2<f

4.14

4.77

«*. I H«. ~ ~-T* IT

65 47

60 1 47

55

5G

48

46

44

42

4u

38

36

34

34

40

45

53

279

70

1,180 

291

IOU

76

69

52

 

34

1.76

1.84

42

39

34

33

32

33

40

30

25

25

33

31

26

22

20

25

19 

18

20

19

18

17

31

86 1

16

.71

.82

I " ;,K, -

6C 0

41 Q

33

681

1,0 0

i: 8

2

8

7

38

1,590

74

55

45

40

35

33

30

26 

26

154

37

123

251

26

26

2.22

2.48

0

t>

5

4

3

2

2

1

1

10

9.0

9.0

10

10

9.3

8.1

7.6 

7.1

6.1

5.6

5.6

5.6

18

5.6

.31

.36

2*

25

71

25

355

273

278

202

230

151

43

20

16

13

10

10

13

10

9.0 

8.C

7.6

e.o

7.2

7.2

10

7.2

.83

.93

7.2

6.8

6.0

5.7

5.3

4.3

4.0

3.6

4.0

4.0

4.0

3.6

3.6

3.3

3.3

3.3

3.6

3.6

3.6 

3.3

3.0

3.0

3.0

3.0

3.0

3.0

.05

.06

.

.(

, 

f

f

f

.

.'

.0 

.7

2

1

.8

.3

.3

1.7

.06

.07

2.1

3.6

3.3

2.7

2.7

3.0

3.6

5.0

4.3

4.1

6.6

14

137

31

12

6.8

5.

3. 

3.

2.

2.

2.

2.

2.

2.1

.12

.14

DISCHABGE, IN CUBIC FEET PER SECOND, OCTOBER TO DECEMBER 1962

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

13

20

21

22

23

24

"

26

27

28

iS

3C

31

MEAN

MAX

t«IK

CFSM

IN.

|

2.4

3.3

2.7

2.4

2.4

2.4

2.4

4.3

5.3

3.6

2.4

2.4

2.4

2.4

2.4

2.4

2.4

2.4

2.4

3.3

1U

b.b

4.7

3.3

2.7

2.7

2.7

2.7

3.0

3.3

4.3

I 3 2.ll

"lo

2.4

. 04

.05

" u " 

3.0

1.C

3.3

5.3

3.3

3.3

3.3

3.3

3.3

3.0

3. 3

5.3

5.7

5.C

4.0

3.3

4.7

b.U

5.7

3R

23

5.9

5.6

4.7

4.7

4.3

3.9

3.5

3.5

3. =

 ~

38

3.0

.1.8

,j$

3.5

3.5

3.5

3.1

3.1

3.1

2.8

2.0

2.8

2."

2.8

2.8

3.C

3.0

3.5

3.5

3.5

3.1

3.1

J.I

63

31

lu

63

34

15

9.3

22

243

33

15

19.5

243

2.S

.25

.29

 _ __

 

 

 .

 

 - 

 

WAT YR 1-.63: TCfAL MEAN MAX MIN CFSM IN
COLES CREEK BASIN 379

7-2908.7. Coles Creek near Fayette, Miss.

Location.--Lat 31°45'55", long 91°11'3U", in lot 21, T.9 N., R.I W., Washington meridian, near left 

bank at upstream side uf bridge on county hignway, 0.7 mile downstream from confluence of North 

and South Forks of Coles Creek, 4.5 miles northeast of Church Hill, and 10 miles northwest of 

Fayette.

Drainage area.--357 sq mi.

Records available.--June 1961 to December 1962. Annual maximums, water years 1963-65, and a lowflow measurement, water year 19R4.

Gage. Crest-stage gage. Datum of gage is 67.3 ft above mean sea level. Prior to Jan. 1, 1963, 

water-stage recorder at same site and datum.

Extremes. Maximum and minimum discharges for the water years 1901-65 are contained in the following

Water 

year

1363 

1964 

1965 

a Max

Maximum

Date

Dec. 17, 1961 

Jan. 20, 1363 

Apr. 26, 1964 

Oct. 4, 1964

Discharge 

(cfa)

37,300 

3,380 

40 , 700

34.20C

Gage height 

ffeet)

2b.56 

11. bl 

2£ 94 

24. 58

Minimum dall;<

Date

Aug. 19, 196Z 

Many day..

Dls charge 

(cfs)

10 

c 12

Gage height 

(feet )

\

Remarks. Reeurds fair. A discharge measurement uf 7.28 ofs was made uct. 17, 1963.

DISCHARGE, IH CUBIC FEET PER SECOND, JUNE TO SEPTEMBER 1961

TOTAL

MEAN

MAX
COLES CREEK BASIN

7-2908.7. Coles Creek near Fayette, Hiss. Continued

DISCHARGE, rN CUBrC FEET PER SECOND. HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

I

2 

3 

4

5

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17

18 

13 

20

21

23

24 

25

26 

27

28 

29

30

3l

MAX 

HIM

IN.

13

1.58b

62

47 

35

30

17

20 

18 

18 

16

16 

16

16

16

It 

15

14 

13

14

13

.37

15

50

25 

21

18

Id 

18

2, SCO

89

66

1,750 

259 

137

58 

bC

14

2.13

51

117 

81

1.26C

1.210

4, QUO

574

esb

428

310

25C 

21G

180 

15C

51

5.79

l.SOO

500

350

200

180 

170

150

4.CQC

400

297 

275

255

4.73C

104

3.62

180

160 

150

140

135

130

120

130

583

812

447

630 

3CC

189

120

1.27

130

112 

114

162

143 

115

96

122

90 

BE 

SI

93 

87 

80 

75 

125

69

£8

1.16

253

359

128 

119

117 

3,460

312

200

150 

141

130

121 

108 

102 

?73 

214

871

1C2

1.10

83

66

6?

58

58 

58

57

=12

52 

48

47

38 

38 

38

36

34

.6C

181

74

56?

123 

139

80 

68

62

758 

203 

187

80 

62 

51

44 

43

42 

37

68

37

l.Ofi

164

40

34

30 

27

31

27 

26 

25 

25 

22

2C 

20 

20 

19 

18

21

!C

15

14

14

.1A

13

18 

16

13

12 

12 

12 

11 

11

11 

11 

11 

10 

12

21 

32 

17 

19

368

387 

224

80 

7C

10

.24

4C

2C 

2C

13C

24 

l c 

16 

15 

125

133 

25 

20 

20 

18

16 

15 

14 

14 

13

13 

12 

12 

1] 

12

11

.16

WAT V» 136^: TLTAL U7,b97 MEAN 35i- MAX 2C.2C2 MIN 1C CPSf 1.36 IN 18.48

DISCHARGE, IS CUBIC FEET PER SECOHD, OCTOBER TO DECEMBER 1962

1

^

j

4

5

7

a>-,

1C

i

2

1

H

5

0

7

fj

9

C

1

2

j

4

5

t

7

B

1

ro UL

ME N

MA

MIN

CFSH

IN.

CAL y

12

15

12

12

12

12

12

4U

115

il

la

15

13

13

12

12

\l

12

12

17

427

1C?

50

40

30

20

15

14

13

13

15

1,142

36.0

427

12

. It

.17

Uo2: T

IS

13

13

16

15

1*

13

13

\2

11

2b

lib

35

11

17

17

IF

4-

27

5_^

154

57

_iC

25

: »

i3

^^

22

21

21

 

I,4o5

46.8

52C

13

.It

.20

TAL 77,5

18

16

It

18

21

21.

2L

2<,

2..

!«,

18

Ib

16

2r

22

23

21

2C

18

18

376

234

l^Z

7iE

;3t

174

132

2bL

1,331

17L

1UC

4,647

15C

1.-3C

It

.5E

."7

(

 IfcAN 213 

bAK

 

 

______

PAX 

MAX

,820 ^ 

f-

__-_ 

IN 1C 

IN

CFSM 

CFSM

______

83 IN

IN

11.23

 
HOMOCHITTO RIVER BASIN

7-2910. Homochitto River at Eddiceton, Miss.

Location. Lat 31°30', long 90°47', near center of sec.11, T.6 H., R.4 E., Washington meridian, on 

left bank at upstream side of Mississippi Central Railroad Co. bridge, 900 ft downstream from 

bridge on U. S. Highway 84, 0.4 mile upstream from McCall Creek, and three-quarters of a mile 

east of Eddiceton.

Drainage area. 180 sq mi, approximately.

Records available. October 1938 to September 1965.

Gage. Digital water-stage recorder. Datum of gage is 2] 

T929, supplementary adjustment of 1941. Prior to May

217.22 ft above mean sea level, datum of

. ay 26, 1942, wire-weight gage at site 900 ft

upstream at same datum. May 26, 1942, to July 16, 1964, graphic water-stage recorder at present 

site and datum.

Average discharge. 27 years, 251 cfs.

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height, in feet).

Annual maximum discharge (*) and peak discharges above base (9,000 cfs), water years 1961-65

Bate

Mar. 28, 1961 

Mar. 31, 1961

Dec. 12, 1961

Dec. 17, 1961

Jan. 19, 1962

Jan. 27, 1962

Mar. 31, 1962

Water year

1961

1962

1963

Time

1300 

0600

0900

1800

0100

0300

0800

Discharge

* 20,500 

16,500

15,500

* 16,700

10,800

9,600

16,600

Gage 

height

15.56 

12.05

11.62

12.12

9.60

8.98

12.09

Date

Ja . 19, 1963 

Ma . 12, 1963

Ma . £

Ma . IE

Ap . 26

Ju y S

Date

Oct. 25-26, 1960

Oct. 26, 27, 1961

Sept. 30, 1963

, 1964

, 1964

, 1964

, 1964

Time

1600 

1400

130

05f

23C

0

0

0

1600

Discharge

38

36

36

Discharge

* 18,800 

9,260

12,800

16,100

* 17,000

10,400

Water year

1964

1965

Gage 

height

12.98 

8.80

10.48

11.87

12.24

9.41

Date

Oct. 4, 1964 

Dec. 4, 1964

Dec. 11, 1964

Feb. 12, 1965

Mar. L, 1965

3ept.il, 1965

Time

1730 

0£45

-

0045

1400

1345

Discharge

* 29,

9,

10,

10,

10,

12,

Date

Oct. 5-9, 1963

Aug. 6, 1965

400 

410

000

500

600

SOU

Gage 

height

16.82

a. 88

-

9.45

9.49

10.54

Discharge

34

35

1938-65: Maximum discharge, 30,900 cfs Mar. 29, 1939; maximum gage height, 16.82 ft Oct. 4, 

1964; minimum discharge, 26 cfs Sept. 10, 1952 (temporary regulation); minimum unregulated, 28 cfs 

Sept. 2, 4, 1954, Sept. 29, 1956.

Remarks. Records fair.

Revisions (water years). WSP 1281: 1939-40, 1942-44, 1949-50.

DISCHARGE, IN CUBIC FEET PER SECBND, WATER VEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2 

3 

4 

5

6 

7

8 

9 

10

11 

12

15

16 

17

18 

19 

20

21 

22

23 

24

25

28

29 

30 

31

MEAN 

MAX 

MIN 

CFSH 

IN.

118 

68

45

44

44 

43

43

43

40 

40 

39

40 

60

48.8 

118 

39

.31

42

70

50

44 

47

54

47

58

49

45 

44

70 

42

44

97

81 

81

64

81

77

68

76

218

1 *26u 

43

1,730

174

531 

323

183

149

120

2,360

241

204

82

132

95

85 

81

3,970

1,010

1,510 

614

-""

81

1,100

163

105 

172

3,090

241

180 

L68

2,390

3,620

105

988

259 

21B

318 

504

193 

165

144

LOO

90

86 

34

84

97

76 

79

72 

71

68 

65

88

70

60

5« 

58

58

54 

52

51

51

51

50

58

58 

58 

55 

56 

64

71

86

71 

65 

134

1L1 

93

50

86

116 

128

185

1,330 

1,800 

1,160 

574 

270

198

132

lie

120 

1L6

171 

134 

120

1,800 

S6

105

90 

80

112

32 

86 

81 

76

73

85 

°2 

15R 

92

83

73

60

55 

65 

64

53 

60 

143

104 

700 

53

68 

56 

51

56

=9 

65 

57 

53

52 

53 

64 

90 

64

53

51

48

47 

51 

47 

46 

45

41 

40

53.9 

9'-, 

40

CAL YR 1960: TOTAL 75,345 MEAN 206 MAX 4,530 M1N 38 CFSM 1.14 IN 15.57
HOMOCHITTO RIVER BASIN 

7-2910. Homochitto River at Eddiceton, Hiss.--Continupd

LAV

I

5 

7

1. 

U

15 

It

21

2? 

i'

27

2t?

Ji

CFb*

IN.

~.L r.

"*;

5^

51 

5; 

4 i'

t1

37

3i

3B

Je

J 7

3 ?

--- 

^

Ni V.

' 3

:?

?-i

lo 1;

i

1,77-

352

146 ':- 

11-041 

2.1i

U^-

2

79

37j

1 ,3 It

l.ll^

4.I2L

J^H

£24

1/i

l~'t

7>r

5. il 

6. SI

J,,l..

158 

134

534

1-.0

125 

11 ^

'i.r.rc 

l.s:r

530 

2,4Bi!

E7-

314

^7-

1.C76 

b.xf

218

19O 

173

13t 

127 

12 j

129

2t6 

136 

116

1,05.

477

..__ 

 

1 M

1. 5J

17J

U.5

If 2

125 

111

lul

IE* 

125 

111

= 1 

r-l

8.71C

"T! 

!:»

Z70 

1.Z2C 4°1

181

3,460 

681

igt

?28 

212 

I"

118 

111

1C7 j :

176

____

12.6:5

3, 4 60

2.?3

2.60

111 

°7

82 

"1 

79

77

76 

81 

«2

68

65 

65

64

5$ 

48 B

^18

.77

.89

26B

132

385 

381

215 

228 

152

90

82 

87

88

70 

66 

67

68 

187

508

.94 

1.05

89 

61

58

53 

58

58 

57 

55

55

54

53

53

49 

48 

45

c l

45 

44

91

.31 

.36

43

45

45

44

44

45 

46 

46

49

48 

48 

47

* 

46

45 

45 

44

58

45 

45

71

.26

.30

SEPT.

45

48

46

45 

4t

45 

45 

45

18C

178 

61

55

11

48 

47 

46

45 

44

56.3 

ISO

.31 

.35

CFSH 1.92 IN 26.C7

1

7

1^

12

15 

16

1C 

li

« 

^7

29

TDTSL

M^A 

MlfJ 

CFbH 

IN.

45 

4 3

tl

55

4S

4S

46

55

4P 

47

H

IrTtb

:li

lit.: r

D I SL HA

4?

44

:<:

H

43

H3

4-

7 

tl

'- 2 

!>0

^'

,.6^

213

GE, I 4 C

4S 

48

tti :'

44

45 

it

45

<-!

f-1

54

353

1 11

li ->.

J5j

.30 

.tl

 !_L

61

60

60

55

75 

61

57

?53

40 C

185 

165

?C*

'5,''C7

8,4&L

£.65 

3.20

241

142 

125

9fl

114 

114

104 

96

37J

147

212 

If 7

 

1.26J

1.21 

1.2b

<0. hUTER

222

2C1

568

14'..

3.940 

1,350

BE3 

512

251

152

128 

11.

87

?,94'j

2.33 

2.C5

71

66 

8C

T:

7C

6s 

64

59

56

57 

56

56 

52

82

.36

.40

)B6R 1962

50

47 

47

46

46 

46

46 

68

48

4?

42

40

3 C

39

,2R 

.32

CFSM

40

40 

40

45

44

38 

39

67 

70

67

92

66

60 

61

3B 

.34 

.38

.78 IN

«BER 1963

S3

66

63

107 

123

71

70

71 

7C

71

 33 

63

60

60

6C 

.-.7 

.54

10. 60

6C

60

116

63

51

51

51 

48

46 

46

46

45 

45

61

112

45 

.33 

.38

 

44 

*4

44 

43

43

43 

45

43 

42

44 

43

41

38 

38

37 

38

37 

37

37 

.23 

.26
HOMOCHITTO RIVER BASIN

7-2910. Homoohltto River at Eddlceton, Miss.--Continued

tt IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

Q*r

i

it

V 

13 

11

13

15

If

20 

21

a

2i

25

;7

2i 

31

MAX 

MIN 

CFSM 

IN.

OCT.

36

3t>

3b

35

35

35

36 

35

35

2b

35

35

35 

35

36

34 

.19 

.22

NOV.

41

;?

?7 

37

37

3(>

36 

37

37

37

46

38

33

_-!

.;2

.t5

DfcC.

 *2 

42

41

40 

40

J55

132

125

35

7C

7C

^8

64

57

.51

.59

JAN.

55

54

62

<SB3 

281

137

123

85 

522

402

157

102

108

53 

1.23 

1.41

FEB.

108

96

85

ee

83 

80

88

11« 

132

1,790

209

114

=zz

76 

1.26 

1.36

MAR.

163 

6,410

844

339 

7C4

255

125

9,110

798

386

880

238

215

134

125 

5.05

5.82

APR.

128 

125

112

485 

313

243

1,530

338 

235

185

168

128

_!»

112 

5.1? 

5.79

MAY

252 

241

150

104 

90 

85

76

76

61

60

57

55

55

88 

2,940

48 

1.01 

1.17

JUNE

285 

144

98

83 

7* 

73

70

66

64 

62

70

55

131

108 

80

53 

.58 

.65

JULY

259 

270

1,°40

114 

3,280 

900

325

1.78C

193 

262

106

88 

80

66

58

83 

241 

128

52 

2.38 

2.75

AUG.

94 

85

75

121 

96 

87

248

10

108 

92

83

64 

58

62

55 

55

54 

54 

54

54 

.52 

.60

SEPT.

54 

52

a

8

45 

44 

44

43

42

42 

42

48

45 

44

44

4* 

44

50 

52

54 

42 

.25 

.28

DISCHARGE, IN CUBIC F6ET PEP SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

2

3

7

a 

Hj

11 

li

15

Ib 

17

la

21,

21

22 

23

25

27

28

30 

31

MEAN

MIN 

CFSM 

IN.

43

48

lb.200 

4.55C

183 

152 

132

118

1C1

91 

86 

81 

78

b7

64 

b<.

60

39 

4.25

58 

58

55 

54

be

54 

54

54

54 

54 

li,4 

178

53

79 

110

53 

1.09

152 

136

3.87C.

437

liO

18C 

170

B.UOO

200 

7CO 

3CO 

250

155

141 

128

1.J80

108 

3.67

281

197 

164

134 

130 

152

90

be

88 

86

197

141

110

86 

.93

106

88 

86

91 

86 

2,180

2,000 

729 

411

698

268

______

86

3.55

MAR.

5,190

328

218

202

259 

307 

210

150

139

914

2.92

415

190

152

136

90 

86 

83

73

72

76

__ _ _

.71

MAY

63

58 

58

58

57

64

60 

58

58

58 

53

51

60

.37

JUNE

55

47 

60

83

48

48

55 

50 

48

46

50 

80

60

_____

.37

JULY

48

45 

45

58

46 

54

46

41 

41 

41 

42

41 

40

47 

54

57

78 

51

104 

.29

AUG.

45

39 

41

54

76

54

88

70

53 

78 

171 

81

93 

70

85 

78

58 

53

50 

47

202 

.41

SEPT,

46

43 

42

39

180

5.870 

818

143

111

100 

90 

85 

85

84 

99

101 

83

74 

68

66

5,870

1.68 

1.87
HOMOCHITTO RIVER BASIN

7-2925. Homochitto River at Rosetta, Miss.

Location.--Lat 31°19'20", long 91°06'20", in sec.12, T.4 N., R.I E., Washington meridian, on downstream side of bridge on State Highway 33 at Rosetta, 80u ft downstream from Illinois Central 

Railroad Co. bridge, 1 mile downstream from Foster Creek, and 5 miles upstream from Dry Creek.

Drainage area. 750 sq mi, approximately.

Records available. June to November 1906 (gage heights and discharge measurements only), October 

1951 to September 1965 in reports of Geological Survey. February 1949 to September 1951 (gage 

heights and discharge measurements unly) in reports of Corps of Engineers, Vickaburg district.

Gage.--Water-stage recorder and wire-weight gage read twice daily. Datum of gage is 94.39 ft above 

mean sea level, datum of 1929, supplementary adjustment of 1941. June 16 to Nov. 12, 1906, chain 

gage at railroad bridge SOU ft upstream at different datum.

Average discharge.--14 years, 1,004 cfs.

Extremes.--Max!mums and minimums (discharge in cubic feet per second, gage height, in feet). 

Annual maximum discharge (*) and peak discharges above base (16,000 cfs), water years 1961-65

Date

Jan. B, £

Mar. 17, £

Dec. 17, E

61

fil

61

61

61

61

61

Jan. 15, 196E

Water year

1961 

1962

1963

Time

0300

0830

1400

1500

0600

1800

1300

2200

1000

Discharge

37,700

24,400

30,500

* 97,000

46,600

19,200

63,100

* 65,500

21,300

Gage 

height

25.50

23.30

24.40

31.20

26.70

22.26

26.36

26.58

21.20

Date

Jan.

Jan.

Mar.

Jan.

Mar.

Mar.

Mar.

Annual minim

Date Discharge

Oct. 23, E4, 1960 210 

Aug. 23, 1962 190

Sept.ES, 1963 178

19, 1962

27, 1962

31, 1962

12, 1962

19, 1963

IE, 1963

2, 1964

15, 1964

Time

0400

060C

1200

1200

1900

1800

1600

3800

Discharge

42,100

34,800

36,800

20,300

* 65,700

17,600

52,400

42,000

urn discharge, water years

Gage height

a 13.40 

b 12.34

c 12.13

Water year

1964 

1965

Gage 

height

24.20

23.26

23.54

20. 90

26.60

20.36

24.98

24.00

Date

Apr. E7, 1964

Oct. 4, 964

Dec. 4, . 964

D^c. 11, : 964

Feb. 12, 965

Mar. 1, 965

Sept. 11, 965

Time

0200

1700

oaoo

0900

0400

1900

1600

Discharge

* se.soo

* 141,000

ol, 600

34,900

29,aoo

21,600

Gage 

height

25.50

29.3

23.20

22.5

21. IE

1961-65

Date

Oct. 11, 1963 

Sept. 9, 196E

Discharge Gage height

152 d 11. 4E 

197 e 10.35

ed June 10, 1961. 

b Occurred May 18, 1962. 

c Occurred May 10, 1963. 

d Occurred June 22, 1364. 

e Occurred Nov. 16, 1364.

1951-65- Maximum discharge, 141,000 cfs Oct. 4, 1964; maximum gage height, 36.03 ft May 4, 

1953; minimum discharge, 139 cfs Sept. 22-25, 26-30, 1956; minimum gage height, 10.35 ft Nov. 16, 

1964.

Maximum stage since February 1949, 37.80 ft Mar. 31, 1949, from Reports of Corps of Engineers, 

Vicksburg district.

Remarks. Records fair.

Revisions.--WSF 1731: 19SS(M). Revised figures of discharge, in cubic feet per second, for high- 

 water periods in the water year 1955, superseding those published in W3P 1391, are given herewith:

Month

February 1955. ...........................

Cfs-days Maximum Minimum Mean

4,436

Per square 

mile

Runoff in 

inches

ed peak discharge. 1954-55: Feb. 6 (1100) 47,60O cfs (31.66 ft); Feb. 21 (1500) 41, 

. 10 (2000) 42,800 cfs (30.80 ft); Apr. 13 (1200) 70,500 cfs (35.62 ft).
HOMOCHITTO RIVER BASIN 

7-2925. Homochitto River at Rosetta, Miss. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER ISbO TO SEPTEKBFR

1

2 

3 

4

6 

7

<;

11 

12

14 

15

16

19

23

25

i7

28

31

MEAN

M]N 

CFSM 

IN.

347

2ia

220

210

214

225

580

.38

2*6

350

282

248

.40

34S

375

335

327 

2.23C

.65

730

8,070

2,530 

1.C30

4.57

886

5,260

7,380

2,430

 358

1,610

1,190

2.1EO 

31.0t.v.

1,900

886

505

52C

575

545

354

354

338 

3C2

314

808

70C

4,240

1,553

3,32^

3,?9n

w

495

523

48d 

PC"1

415

4?3

4'1 4

358

3J2

406

354

48C

2"6

SEPT.

366

4o£

342

l.osr 

570

378

282 

i82

252

265

26 C 

278

l,t3C26"

.54

DISCHARGE, IN CUBIC FEET PER SECONO, taATEK YEAR OCTOBER 19f1 TO SEPTEMBER 19t2

1

2

4

6 

7

13 

11

15

It

22

ib 

'fi

30

TOT4L 

MEAN 

1AX

WIN

CFSM 

IN.

26u

303 

2<J5

263

254

217

217

.35

.41

254

318 

2^2

?7d

23 r'

62b

2.24 

2.5t

H53

5 jb

4.17L

2.54U

I:=io

2,541.

7.13 

B.21

1,670

1,510

1.C9C 

?51

2,?70

5.05 

b.8?

1,380

1,000

82}

6-93 

648

3,960

1.51 

1.57

<)93

S38

641

6C6

i.ei

2.C3

6.80C

1,340

l.COC

62i

2.91 

3.24

6?3

61G

393

351

308

.60 

.6?

2,570

1.12C

580

2,610

322

 

,.:;;

1.D3 

1.15

532

363

Z37

243

239

2,25) 

671

2.25C 

.57

.66

263

748

27?

225

10

297

280

.4C

.46

255

2?2 

114

30fc

255

251 

251

?FO

251 

243

2'2

21C 

1.2 C

210 

.43 

.48
386 HOMOCHITTO RIVER BASIN

7-2925. Homoohitto River at Rosetta, Miss.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, hATfc-! YEAR OCTOBER 1562 TO SEPTEMBER !< 

1

2

5

6

7

9 

10

11

ia

21

25

MEAN

MH» 

CFS«

214 

214

583

225

415

214

265

.35

225

276

251

295

.39

342

255

2.13C

43C

.57

337

1,550

510 

784

2,319

3.09

1,200

1,050 

732

611

612

938

1.25

MAX 2

1,91.0

8C4 

1,530

1,530 

1,180

811

451 

413

1,458

1.94

4,800 C

383

327

300

31B

28«

238 

280

280 

264

313

248 

.42

IN 182

245

241 

237

248 

284

548 

335

225

247

190 

.33

CFSM

183

193

153

188

433

1,140 

817

304

310

1B5 

.41

.82 IN

J17

397 

353

232

312

251 

233

520

361

232

.43

11.16

378

236 

748

3C8 

236

215

kt

202 

218

199 

193

251

254

188 

.34

3PG

21B

IS' 

185

236

22B 

247

215 

206

138 

185

182

213

300

182 

.28

DISCHARGE, IN CUBIC FEET PER SECOND. HATt» YEAR OCTOBER 1563 TO SEPTEMBER 1964

2 

3

4 

5

6

7 

8

10 

11

14 

16

19

28 

29 

30

MEAN 

MAX 

MIN 

CFSH 

IN.

168 

168

165 

163

160

155

158

158

160

161 

155

.25

185 

196

388

163

.3d

215

205

.83

492

274

1.91

616

388

1.56

2,530

5.76

7,63C

2.C3Q

4.82

660

445

1.10

340

204

.52

359

612 

1,220

888

874

BIS

1,488

2.23

280

300 

388

1,820 

983

388

713

1.10

SEPT.

256 

248

272 

256

248

10*

189

204 

182

241 

182

.36
HOMOCHITTO RIVER BASIN

7-2925. Hotnochitto River at Rosetta, Miss. Continued

OISChAP'^F, IN CUBIC FtbT PER SECOND, V.ATEP YFAR OCTOBER 1°64 TO SFPTEf

C/^Y

1

7

1.

11 

U

1* 

15

17

2;

^3

Z7 

3~

Jl

TOTAL 

1EAN

HIM 

LFS" 

IN.

OCT.

2bi 

26-_ 

-b.Ti...

3,bjC

1 » wiO

7-t^ 

7o512

4 1. .

39

Sou 

36,,

i5j 

241

32L

llT.4h,l

5.1-.

h.c"!

|VJV.

3Ii

?"p

2--.

'f-S

3JC

^,31j

2- *> 

.87

ZEL.

73C 

7o5

t>,3*;U

l,-'"t7ijo

I,;JL

cliC

b«G

52o 

-t^fl

1.120

i. 73

JAM.

523

432

54 e 

536

620

55C 

520

480

.-8

FEB.

45 j 

575 

414

4.38J 

15.7^j

7<56

877

414 

3.C7

MAR.

9,260 

3,560 

1,6<;0

703

716

56?

6)6 

711 

4,220

3,8tCr

2.81

APR.

1,230

<381 

E2B

498 

462

42C

408

378 

330

.83

MAY

325 

325 

325

310

488 

280

28C

258 

366

250

.49

JUNE

226 

226

218

836

241

267

204

295 

253

.4C

JULY

233 

222 

211

492

250

2L8 

218

258

2-5C

378

.41

.4S

AUG.

250 

233 

226

258

530

254

450 

510

237 

21?

250

218 

.50 

.58

SEPT.

222 

211 

211

787

14.300

523

498

414 

325

887 

603

342

200

35.252

200 

1.57 

1.75
BUFFALO RIVER BASIN

7-2950. Buffalo River near Woodville, Miss.

Location. Lat 31°13'35", long 91°17'45", in SW^ sec.21, T.3 N., R.3 W., Washington meridian, near 

center of span on downstream side of bridge on U.S. Highway 61, lj miles downstream from Fords 

Creek, 2| miles west of Wilkinson, and 8-j- miles north of Woodville.

Drainage area.--182 sq mi.

Records available. March 1942 to September 1965. Prior to October 1950, published as Buffalo Bayou 

near Woodville.

Gage. Digital water-stage recorder. Datum of gage is 94.52 ft above mean sea level, datum of 1929. 

Prior to June 1, 1942, wire-weight gage and June 1, 1942, to July 15, 1964, graphic water-stage 

recorder, at same site. Prior to Oct. 1, 1964, at datum 3.00 ft higher.

Average discharge. 23 years, 252 cfs.

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (11,000 cfs), water years 1961-65

Date

Feb. 17, 1961

Mar. 17, IS

Mar. 28, IS

Nov. 13, IS

Dec. 12, IS

61

Kl

61

61

Dec. 17, 1961

Water year

1961

1962

19E3

Time

2000

0800

1400

1400

0900

1500

Discharge

11,900

28,400

* 28,900

* 23,300

13,200

12,300

Oage 

height

9.54

13.88

14.00

12.60

9.95

9.68

Date

Jan. 26, 1962

Apr. 6, 1962

Jan. 19, 1963

Mar. 2, 1964

Mar. 15, 1964

Time

2400

0200

1500

1200

0300

Discharge

13,300

11,900

* 12,400

* 26,500

14,900

Annual minimum discharge, water years

Date Discharge

Oct. 18, 1960 26

Sept. 30, 1962 23

June 12, 13, 1963 18

Oage height

_

-

-

Water year

1964

1965

Gage

height

10.00

9.53

9.70

13.40

10.50

Date

July 3, 1964

Oct. 4, 1964

Dec. 11, 1964

Feb. 11, 1965

Mar. 1, 1965

Time

2000

1315

0430

2300

0930

Discharge

11,200

* 4<

2C

1'

13

1961-65

Date

Several days

Sept. 8, 9, 1965

Discharge

18

25

,800

,900

,300

,900

Gage

height

9.30

20.19

15.01

15.33

13.21

Gage height

-

a 2.97

Oceured Jan. 17, 18, 1965,

1942-65: Maximum discharge, 44,800 cfs Oct. 4, 1964 (gage 

g. 14, 18, 19, 1954, Sept. 28, 1956; minimum gage height, 2

height, 20.19 ft); minimum, 16 

97 ft Jan. 17, 18, 1965.

cfs

Remarks. Records fair.

Revisions (water years). WSP 1281: 1943, 1946(M).

BliCHAKGE, IN CUBIC FEET PER SECOND, WAFER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

4

jf

7

11

13

15

17

20 

21

24 

25

26 

27

2>9

3C

MAX

HIN 

CFSH

32

3o 

43

33

3i

2H

2-3

28

32

35

1.G3C

27

.39

71

38

38 

37

J8

4*

26

52

43

j?

26

37

33 

39

55

221

53

1=3

74

49O

37 

.76

473

87 

2.530

58<5

227

592

243

140

177

B7 

2.95

140

124

280

151

122

106

95

2.760

91 

4.39

562

828

233

167

157

127

14.800

288

3,090

127 

9.12

280

250

1.57C

400

265

204

158

128

103

92

92 

1.61

87 

85

82 

78

134

80

65

100

70

58

56 

76

59

56 

.41

57

56

55

54

53

8C

87

70

72

1,240 

112

82 

93

601

188

89 

135

53 

.86

135

86 

72

66 

55

192

804

188

174

133 

87

65

82 

60

5° 

55

87 

172

57 

95 

121

55 

.78

AUG.

63

55

48 

43

38

36

35

66

53 

58

57

50 

50

48 

46

7ft 

61

52 

46 

45

35 

.31

SEPT.

75

84

87 

124

54

66

697

80

40

38

35

34 

33

33

33

33 

34

34 

33

87.1

33 

.48
BUFFALO RIVER BASIN

7-2950. Buffalo River near Woodville, Miss.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1°6?

1

3

4

7

a

10

3

5

d 

0

1 

2

4

7 

B 

9 

0

ME N 

MA 

MIN

IN.

34

35

33 

32 

33

31 

3v,

3!j

31 

31

32 

32

33

31

33 

38

36

32.7

 3Q

.21

35

85

45 

40 

38

36

ICO

80

TJ 

131

141,

74

458

3b

2. al

69

66

6b 

67

5,360

45t

32C 

27C

200

170 

172 

135

767 

65

4.80

259

135

650 

334

220 

210

2,?2C 

622

385 

336

271

1,5»0 

669

687 

135

,.35

189

14*

132 

126

10*

102

132

126

621

380

315

126 

113

188 

100

1. OS

111

129

115

10L

98

96 

89

111 

102

1C3 

100

89

87

12B 

87

.el

205

94 

92

3.6CO 

478

2.53C

5 BO

117 

104

94

83

104

?C8 

186

38S

83

2.38

120

83 

78

70 

64

52 

51

43 

43

46

42

40

39 

39 

37 

36

85.8 

36

.54

JUNE

m

76 

385

71

65

79 

331

78L

l.GSf 

4U

13°

97

104

72 

65

230

214

46

1.31

JULY

220

t3 

5'

43 

43

35 

35

3 s

35 

32

32

33

33

35 

36

43

45.3 

3?

AUG.

6;

38 

40

32

30

24 

24

30

35 

32

43

44

44 

56 

41

113

51.5 

24

.33

SEPT.

3R

30 

2f,

33

2S2

35 

33

76 

70

3R 

32

28 

23

26

27

28 

26 

24 

24

44.5 

->»? 

24

.2fl

MAX 8,610 MIN 24

1

1

3

7

1C 

11

13 

it

16 

1 =

tO

ZJ 

2-,

27 

28 

2>

MAX 

M!M

IN.

51

29 

il

23

23

58 

33

3L

2£ 

i7

32

104 

b3 

51

44 

43 

40 

4l

^45 

.27

36

33

3C

it

3B

33

35

5»

1^4

3ft

JS 

_J 5 

33 

33

U<,

.^3

33

3,;

3?

3L

3C

3L

3C

32

32 

33

36

2?

41

35 

38

36 

35 

H9 

4 J4

.^6

60

5C 

48

44 

<«4

41 

41

4C2

95

68

58

450

201

233

20

90 

25

4.13C 

tl 

1.71 

1. -7

tAN t"3.»

84

98 

72

62

60

55 

58

63

55

539

74

70

148 

107

9C2 

55 

.62 

.fl6

MAX <

731

121

226 

132

"

426 

L-7

132

'»

1,470

2Ll

148 

121

1£U 

K4

50 

82 

70

1,470 

65 

1.32 

1.62

,13C >

61

54

S2 

85

57

54

45 

45

42

3S

41

41 

38

42

41 

41 

3« 

38 

38

85 

38 

. 27 

.30

IN 18

38

3ft

34

33

27 

2'

25

24

27

5G

48 

109 

45

3t 

32

10": 

24 

.15 

.22

CFSM 

CFSM

20

22

21 

23

2^ 

1°

18 

25

21

76 

45

94

56 

135

44

31 

2P 

3 r 

39

235 

18 

.22

.25

9^ IN 

53 If.

44

54

28 

24 

21

37 

21

146

33

21

21

l<f

33 

hli 

3^-L

1?^

IP 1

us

-.13

: 

i2.2r 

7. If3'3

29

3"

28 

25

?2

25

76

25 

25

33

30 

25

25

3C 

60

6C

5S

100 

22 

.2C 

.73

7r

3tJ

27 

2t

26

25 

25

323

5C

39

30

26

25 

24

24 

25 

27

35 

?8

55.3 

389 

24 

.30 

.34
BUFFALO RIVER BASIN 

7-3950. Buffalo River near Woodville, Miss.--Continued

 

1

4

5

7

8

1C 

11

13 

15

ii

n

2L 

21

il

27

31

MEAN

MIN 

CFSM 

IN.

- 1

21

16

1 -

* ?

._

1V.5

.11

.1:

-C

cl 

3l

29

22

2,

, 2

7u

 ?

<- 

34.4

:k

r

:i

7d3 

126

7f

;.g;

l,u

72

5',

3V

3 'Hz

.67

.77

 

37

36

183

347 

^32

JC1

77

576

139

115

^-

144

£

_._- 

2.4C

...

176

11.'- 

63 

77 

7;

11

1,520

177

144

1, 38J

293

 

6 '24'

1.327 

1.42

1 1 , «c :

5V, 

31 7

1'"-,

17:

4,7'! I216

31,

21 : 

177

17 1 -

! - 3

"f -Lr

1C3 

 i.tl

5.78

°2

27?

731

522 

276

R83 

33?

224

445

1 It,

I "8

2.-1

1,1 .,0

153

441

2.42

iC7 

177

K4

17 

84 

77 

71 

6 ;

102 

71

6;

47

47

f'

1C7

46

4-

37

3<

34 

34

3f

27

24

55

104

? 7,

1 ;?.7 I

:IJ

12'

707

1*7

' 3

£

,1

47 

4 !

I?

1.71 

1. -7

42

7- 

114

47

242

261

79

304

14? 

ICO

76

5t

44

4,235

37 

.75

38

45

52 

44

= 7

s

3C

53

3C

,.

^ F

^r

55

1: i:°

.24

CAL YR 1,63: TOTAL CFSh .54 IN

1 

2

3

5

b 

10

12

1?

15

1-

20

21 

22

23

24

26

3C

MEAh 

MAX

CFSM

45 

42 

45

l.t£^

83

SB 

61

2u

91

7b

7L 

06

t>3

86 

5-3

25,4bO

5.36

34 

b4

b3

51

oO 

51

30

4J 

4-r

HU

4B 

71

O4

62

£,2JJ

185

2,230

.82

135 

114 

J77

175

116 

It>5

B86 

410

^5i

13/J

.sal

25i

Io7

113 

lib

6.64U

2.77

!C7 

10C 

1C7

 35

89

lul

81 

75

70

66 

b8

83

2C4

89

1 !i

704

.63

ac 

eo

73

82

60 

84 

1,770

2,310 

392

025

513

233

?1Q

______

2,490

2. B7

4,t>10

l,7H':

?5i

2Ct 

1=4

2^8

411 

351

160

?i

1S1

ua

117

328

 11

4.61U

2.42

152 

12C 

113

RO

80 

8L 

7b

72 

7C

63

61

5 =

56

144

54

152

.42

51 

51

50

4*

45 

46 

44

43 

41 

41

41

41

41

67

41

41

96

.25

3i

'-7

'7 

37

'7

3t

3

3<t

33

33

41

37

63

.22

S

'

"

i!

It-j

4u

37

45

147

147

.23

43

3?

37

stl 

I 1 ?

61

56

5?

* =

73

5J

47

294

.33

14

"1

3C

1.73C

46 1 

145

M

fB

45

43

3.23C

1.3C
RED RIVER BASIN

7-2980. North Tule Draw at reservoir, near Tulia, Tex.

Location. Lat 34°33', long 101°42', at walkway to conduit intake vilve, £50 ft to left of concrete

 spillway, 1 mile upstream from mouth, and 3.2 miles northeast uf Tulia, Swisher County.

Drainage area. About 189 sq mi, of which 124 sq mi is probably nnncuntributing.

Records available.--May 1939 to June 1940 (monthly figures only), November 1940 t- September 1965.

 Prior to October 1950, published as North Tule Creek at reservoir, near Tulia.

Gage. Water-stage recorder. Altitude of gage is 3,310 ft (by barometer). Prior to Sept. 29 1939, 

staff gage at datum 70.5 ft higher. Sept. 29, 1939, to Nov. 26, 1940, stafl gage at present datum.

Average discharge.--24 years (1941-65), 3.67 ofs (2,660 acre-ft per year).

Extremes.-Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1965 

1964 

1965

Maximum

Date

Oct. 

June 

June 

June

b Occurred 

d Occurred

12, 1960 

4, 1962 

13, 1965 

13, 1964 

10, 1965

Discharge 

(cfs)

1,980 

63 

2,920 

1,980 

10.600

Gage height 

(feet)

a 94.57 

b 87.28 

.- 95.o7 

d 92.39 

e 98.62

Minimum

Date

Many days 

So.

do.

do. 

do.

Discharge 

(cfs)

0

u

Qage height 

(feet)

-

Oct. 17, 1360. 

Oct 1, 1961. 

June 15, 1963. 

June 14, 1964. 

June 11, 1965.

1939-65; Maximum discharge, 10,600 cfs June 10, 1965. maximum gage height, 98.62 ft June 11, 

1965; no flow for many days.

Remarks. Records poor. Records given herein represent flow into reservoir. Discharge below gage 

 KSIght 91.9 ft (spillway crest) determined from daily change in contents of reservoir; that above 

gage height 91.9 ft determined by algebraic summation of flow , iver spillway (computed from spillway rating curve), computed flow through cunduit, and change in contents of reservoir (computed 

from capacity curve and reduced to equivalent cub if feet per second) . No adjustment made for 

evaporation or seepage losses. Dam completed Jan. 15, 1939. Reservoir capacity, 686 acre-ft. 

Capacity based on planetable survey made ty USGS, WRD in May 1965. Reservoir used for recreational purposes and water is rarely released through outlet gate.

Revisions. ¥SF 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR uCTuBER I960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

IE

17

18

19

20

21

22

23

24

25

26

£7

28

29 

30 

31

TOTAL

MAX

MIN

MEAN

AC -FT 

(t)

CAL YE

WAT YE

OCT.

> 0

10

581

73

19

29

166

539

680

110

36

15

6,8

3.0

1

0

' 0

2,268.8

-

-

73.2

4,500 

632

1960:

1961:

NOV.

0

> 0

L.J

0

-

-

0

0

Kf

Kt

DEC.

> 0

.70

.20

> 0

0

.90

-

_

.03

1.8 

511

X 1,470

iX 680

JAN.

> 0

0

0

o

_

_

0

0

MIN C

MIN C

FEB.

* 0

.40

0

.40

_

_

.01

.80

MAR.

> 0

1.1

1.0

2.E

1.0

.50

.10

> Q

.40 

.30 

.30

7.20

_

_

.23

14

MEAN

MEAN

APR.

.30

' 0

.30

_

_

.01

.60

14.4

6.64

MAY

0

.10

> 0

.30

I ^'

.40

_

_

.01

.30

AC-pn

AC-PI

JUNE

1

1

r °

|

1°

r28

20

9.5

.30

.10

1 °

.60

.20

.10

I L'

Ea.BO

_

_

1.96

117

10,460

4,810

JULY

> 0

28

9.9

2.3

1.0

.50

1.7

1.3

.50

.10

1 . 2

> 0

IF

6 .0

3.0

1.0

.50

.10

> 0

73.10

_

_

2.36

145

AUG.

.10

> 0

.80

.20

' 0

1.7

.40

10

' O

3.30

_

_

.11

6.6

SEPT. \ :

.10

6.6

3.0

1.0

.50

.10

> 0

11.40

_

.38

23
RED RIVER BASIN

7-2980. North Tule Draw at reservoir, near Tulla, Tex.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3 

4

6

7

8 

9

10

11

12

13

14 

15

16

17

18

19

20

21

22

23

24 

25

26

27

28

30 

31

TOTAL

MAX

MIN

MEAN

AC-FT

(t)

CAL YR

WAT YR

OCT.

.30

.10

> 0

.SO 

.50

0

1.40

_

_

.05

2.8

300

1961:

1962

NOV.

.80

.30

> 0

1.0 

.80

.20

.10

> 0

3.20

-

_

.11

6.3

279

MA

MA

DEC.

0

0

> 0

0

> 0

0

_

_

0

0

252

X 28

X 2.5

JAN.

» 0

.40

.20

0 

0

0 

0

.60

-

_

.02

1.2

229

MIN

MIN

FEB.

> 0

0

-

_

0

0

201

0

0

MAR.

, 0

0

0

-

-

0

0

172

MEAN

MEAN

APR.

1

> 0

r

.20 

.60

.10

0

> 0

.30

I o'"

1.60

-

-

.05

3 . 2

145

.44

.13

MAY

0

0

.20

> 0

.20

-

-

.01

.40

114

AC-FT

AC-FT

JUNE

0

> 0 

1.7

.90

.50

.60

^ .20

' .30

.70

.30

.10

2.4 

2.5

1.6

I 2 ,

1L 0

^

}> .30

t°

22.60

-

-

.75

45

134

317

93

JULY

> 0

> .50

.10

y 0

1.6

1.0

.70

\ "

13,40

-

-

.43

27

128

AUG.

> O

> 0

.50

> .10

> 0

.80

-

-

.03

1.6

99

SEPT.

0

.20 

}. .30

.50

1 - 10

I'

.40

> 0

* .30

2.90

-

-

.10

5.8

85

DISCHARGE, IN CUBIC fEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1965

DAY

1

£

3

4

5

7

8

9

10

11

12

13

14

15

ie

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL 

MAX

MIN

MEAN

AC -FT

(t)

OCT.

 0

.50

.30 

.10

> 0

.90

.80

1.2

.80

.40

.20

.10

> 0

5.30

-

.17

10

31

NOV.

. 0

0

.30

.10

> 0

2.6

1.5

1.0

.50

.30

______

6.30

.21

12

28

DEC.

.10

.20

.10

> 0

O

> 0

.40

_

.01

.80

21

JAN.

>. 0

0

> 0

0

-

0

0

16

FEB.

> 0

0

> 0

.-__ -_

 

0

_

0

0

8

MAR.

> 0

0

> 0

0

-

0

0

0

APR.

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

[J

0

0

0

0

0

0

0

0

 

0

-

0

0

0

MAY | JUNE

0 \

0

°\? °

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Q

0

0

0

0

0

0

0

0

0

0

0

-

0

o

o

40

4.0

3.0

5.0

6.0

7.0

4.0

2.0

200

160

850

480

180

25

4.0

1.0

.50

.20

.10

..

______

1,971.80

-

65.7

3,910

603

JULY

» O

40

90

20

.40

.10

0

45

17

2.0

1.0

215.50

-

6.95

427

£81

AUG.

> 0

12

8.0

4.0

1.0

.50

.70

> 0

1.7

.80

.40

.10

0

29.10

-

.94

58

573

SEPT.

0

0

* 0

-----

0

-

0

0

463

CAL YR 1962: MAX 2.6 MIN 0 MEAN .15 AC-FT 108

WAT YR 1963: MAX 850 MIN 0 MEAN 6.11 AC-FT 4,420
RED RIVER BASIN

7-C980. North Tule Draw at reservoir, near Tulia, Tex.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1965 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

IS

19

20

21

22

23

24

25

26

27

18

29

30

31

TOTAL

MAX

MIN

MEAN

AC-FT

(t)

CAL YF

WAT YF

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_

-

0

0

368

1963:

1964:

NOV.

> 0

1.9

.30

0

> 0

2.20

-

-

.07

4.4

306

MA

MA

DEC.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_

-

0

0

256

X 850

JC 208

JAN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

-

-

0

0

210

MIN

MIN

FEB.

s. 0

.80

.70

.10

> 0

1.60

-

-

.06

3.2

180

0

0

MAR.

> 0

0

> 0

.50

> 0

.50

-

-

.02

1.0

137

MEAN

MEAN

APR.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Q

0

0

0

0

0

0

Q

0

0

_

-

0

0

94

6.08

1.44

MAY

> 0

0

> 0

.40

> 0

.40

-

-

.01

.80

54

AC-IT

AC-FT

JUNE

> 0

.30

1.9

208

182

10

2.5

> 0

404.70

-

-

13.5

803

589

4,400

1,050

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

-

-

0

0

430

AUG.

I"

1.0

2.0

.50

.10

0

\

[

1

3.0

55

29

4.6

3.6

.60

I

r 0

11 "

1 > O'

100.90

-

-

3.25

200

508

SEPT.

,"*

0

> U

5.5

6.0

S.5

. 50

> 0

17.50

-

-

.58

3E

440

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1S64 TO SEPTEMEFR 1365

DAY

1

2

3

4

5

6

7

a

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL 

MAX

MEN

MEAN

AC-FT

(t)

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0

0

-

0

0

351

NOV.

> 0

1.0

> 0

 

1.0

-

.03

2.0

292

DEC.

r 0

0

0

1.7

.30

> 0

2.00

-

.06

4.0

245

JAN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

-

0

0

203

FEB.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

u

______

 

0

_

0

0

166

MAR.

, 0

.10

0

.10

_

.003

.20

132

APR.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

u

0

0

0

 

0

-

0

0

94

MAY

> 0

.50

.20

.20

.60

0

> 0

.30

0

.30

0

2.10

_

.07

4.2

58

JUNE

u

4b

209

17

5.0

1.0

.50

0

0

246

2,500

111

39

12

2.0

> o

33'" o v

3.8

115

582

563

674

1,330

123

49

 

6,670.50

_

222

13,230

711

JULY

19

3.8

1.4

> 0

.20

> 0

.50

0

0

24.90

_

.80

49

577

AUG.

> 0

2.4

.80

.20

> 0

3.40

_

.11

6.7

473

3EPT.

 0

0

> 0

1.0

.70

.40

1.0

> 0

 

3.10

_

.10

6.1

393

CAL YR 1964: MAX 208 MIN 0 MEAN 1.44 AC-FT 1,050

WAT YR 1965: MAX 2,500 MIN 0 MEAN 18.4 AC-FT 13,300
394 RED RIVEE BASIN

7-2982. Tule Creek near Sllverton, Tex.

Location. Lat 34°3"'38", lung 101°25'40", on downstream side uf bridge on Farm Road 284, an eighth 

of a mile downstream from Rock Creek, 8.6 miles northwest of Silverton, Briscoe County, 15 miles 

downstream frnm South Tule Draw, and 17.5 miles upstream from Prairie Dog Town Fork Red River.

Drainage area.--1.150 sq mi, of which 960 sq mi is noncontributing. 

Records available. July 1964 to September 1965.

Gage. --Water-stage recorder. Datum of gage is 2,852.44 ft above mean sea level, datum of 1929, from 

highway bridge plans.

Extremes.--Maxlmums and mlnimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges abDVe base (1,000 cfs), water years 1964-65

Date Time Discharge Oage

height Date

June 24, 1965

Jun_ ^8, 196o

Time

£400

Discharge

3,340

j,58U

Gage 

height

7.72

9.30

Date Time Discharge Gage

height

Maximum for period July to September 1964.

Annual minimum discharge, water years 1964-65

Water year

1964

Date

Many days

Discharge

a 0

Gage height

-

64.

Water year

1965

Date

Many days

Discharge

0

Gage height

-

1964-65: Maximum discharge, 9,900 cfs June 11, 1965 (gage height, 11.65 ft); no flow for many 

days.

Maximum stage since 1890 occurred in 1892 (stage and discharge unknown), second highest stage 

September 192o (stage and discharge unknown), third highest stage, 20.3 ft May 10, 1934 (discharge unknown), from information by State Highway Department and local residents.

Remarks.--Records good. Flow partly regulated by reservoir on North Tule Draw near Tulia, capacity, 

58TT~acre-ft (1965 survey).

DISCHARGE, IN CUBIC FEET PER SECOND, JULY TO SEPTEMBER 1«64

DAY

1

2

3

4

5

6

.JULlr

_

_

_

_

_

_

AUG.

,_,

0

0

,1

0

0

SEPT.

0

0

0

0

0

0

DAY

7

8

q

10

11

12

JULY

_

_

_

_

_

_

AUG.

0

0

0

o

0

0

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28

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AC FT. .......................................................................................

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UlSCbAKGE, IN CUBIC 1-tET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

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571
RED FIVER BASIN

7-2955. Prairie Dog Town Fork Red River near Brice, Tey.

Location.--Lat 34°37'40", long 100°5fi l 25" , on downstream side of bridge on State Highway 70, half a 

mile downstream frura Battle Creek, 1.5 miles upstream from Mulberry Creek, and 6 miles southwest 

of Brice, Hall Comity.

Drainage area.--6.083 sq mi, of which 4,501 sq mi is pri bably noncontributing.

Records available. January 1939 tc June 1944, September 1949 to July 1951 (at site 2 miles upstream) 

December 1959 to May 1963 (discontinued).

Gage. --Water-stage recorder and wire-weight gage. Datum of gage is 2,04 C| .E 

datum of 19^9. Dec. 14, 1938, ti June 30, 1944, water-stage recorder at 

July 31, 1951, staff gage at site 2 miles upstream at different datum.

Average discharge.--? years (1939-43, 1949-50, 1960-62), 85.0 cfs (61,540 acre-ft per year). 

Extremes. Maximum and minimum discharges for October 1961 to May 1963 are contained in the following

year

1961

1962

1963

Maximum

Date

July 9, 1961

June 18, 1962

Nov. 26, 1962

Time

1OOO

2300

1000

Discharge 

( = fs)

* 15,500

* 15.200

* 2,E50

Gage height 

(feet)

8.72

9.14

7.56

Minimum

Date

Many days

do .

do.

Discharge 

(cfs)

0

00

Gage height 

(feet)

-

-

1939-44, 1949-51, 1959-63: Maximum discharge, 49,000 cfs June 7, 1960 (gage height, 12.20 ft), 

from rating curve extended above 7,000 cfs; nu flow for many days In each year.

Maximum stage since at least 1906, 14.3 ft in summer of 1933, at former site and datum. The 

flood in June 1957 reached a stage of 19.£ ft, present site and datum.

Remarks. Records pojr. Daily discharge published only t<> sh.jw distribution uf runoff. Several 

small diversions above station.

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345

"
RET' RIVER EA3IN 

7-2985. Prairie Dog Town Pork Red River near Brice, Tex. Continued

J1SCHARGE, IN CUBIC FFET PER StCOMD, WATtt VEAF OCTOBER 1S6L TO SEPTEMflEF I=i2

1

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AC-FT 28,680

DISCHARGE, IN CUBIC FEET PER SECOND, OCTOBER 1962 TO MAY 1963

1

2

3

4

5

6

7

8

9

10

1

2

3

4

5

6

7

8

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AC-FT 

AC-FT

JUNE

______

4C.050

JULY AUG. SEPT.

 
RED RIVER BASIN

7-2992. Prairie Dog Town Fork Red River near Lakeview, Tex.

Location. Lat 34°34'23", long 100°44'43", on left bank at downstream side of bridge on Farm Road 657, 

7.6 miles southwest of Lakeview, Hall County, 8.6 miles upstream from Little Red River, and 

13.3 miles downstream from former gage near Brice.

Drainage araa.--6,79S sq mi, of which 4,769 sq mi is probably noncontributing. 

Records available.--May 1963 to September 1965.

Gage.--Water-stage recorder and wire-weight gage. Datum of gage is 1,926.41 ft above mean sea level, 

 ^Tatum of 1929.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (6,000 cfs), May 1963 to September 1965

Date

Aug. 13, 1963

June 14, 1964

Time

1400

0700

Discharge

6,050

* 16,800

Gage 

height

6.99

8.60

Date

Sept .16, 1964

June 11, 1965 

June 26, 1965

Time

0300

1800 

0200

Discharge

6,350

13,600 

* 37,900

Gage 

height

7.05

7.70 

10.50

Date

June 28, 1965

Time

0500

Discharge

34,000

Gage

height

8.30

ual minimum discharge, May 1963 to Septembi

Water year

1963 

1964

Date

July 26, 1963 

At times

Discharge

a 0.10 

0

Gage height

4. OB

Water year

1965

Date

Nov. 11, 1964

Discharge

0.10

Gage height

3.88

a Minimum for period May to September 1963.

1963-65: Maximum discharge, 37,900 cfs June 26, 1965 (gage height, 10.50 ft), from rating 

curve extended above 2,300 cfs on basis of slope-area measurement of 16,800 cfs; no flow at times 

in 1964.

Maximum stage since 1906 probably occurred in summer of 1933 (stage unknown), from information 

by local residents.

Remarks.--Records poor. Several small diversions above station. Recording rain gage (tipping 

bucket) located at station.

DISCHAKGE, IN CUBIC FEET HER SECOND, MAY TO SEPTEMBER 1963

1

2

3

4

5

7

R

J

U

11

12

13

It

15

It

17

13

IS

2u

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24

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2 a

il

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29

3C

n

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M64N 

MAX

MIN 

4C-FT

 

 

 

_____ ______

_

_

_

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_

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_

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_

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1.3

1.2

1.2

1.1

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.60

.80

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.50

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.90

.

-

8.9

7.6

57

7.4

351

99

22

17

46

14

8.2

6.7

13

=.3

320

354

1,910

2.9CC

1,260

251

2CO

98

22

4.2

3.4

1.6

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7,993.40 

266

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1,540

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28

6.9

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2,460

176

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1.4

1.6

 

3,546.6

lie

1.3
398

Prairie Dog Town Fork Red River near Lakeview, Tex.--Continued

it, I, LUEIC FthT PER SECOND, hATCP YE4R UCTOBER 13f-3 TJ SEPTFMBFU I=>t4

x-

 *

b

7

ll_

11

If

13

1-.

ib

17

1*

21

2^

e_i

^4

25

£0

..7

28

^ 3

3l

TOTAL 

MEAN 

*1AX 

MI M

AC-FT

i. i

l.'i

1.2

:..:

i.i

i.~

1.1

i.i

l.i.

l.t

1.1

l.t

l.t

I.*-

i.S

1.5

l.-t

1.*

1.4

1.=

l.s

l.t

l.t

I.i

l.t

1 .2

I ..D

L.i

1.?

1.2

1.4

1.*

1.?

1.2

1..

!.«'

l.»

l.E

1.4

I.i

I.i

el

I.i

1.^

I.i

I.*

I.i

l.r

i.i

l.d

l.t.

1.5

1.3

1.*

1 .'

L.f.

1.1.

1.5

l. c

l.t

l.t

1.-

1.^

i.. 1 

l.C

l.s

1.1

1.5

1.*

I. ^

i.i

i.i

Z.I

l.u

1.0

1.5

1.8

1.6

1.2

1.3

1.3

1.3

1.2

1.4

1.2

1.2

1.2

1.3

l.a

1.5

l.C

1.2

i. 3

4.b

a. 7

3.6

2.5

2. t

?.l

1.3

l.a

1.4

1.4

1.4

1.3

I.i

1.2

1.2

1.2

1.3

1.2

1.2

1.2

a.o

1.2

1.2

1.1

1.

l.C

1.1.~G

.b

1.1

1.1

 PC

1.1

l.C 

1.6

i.6

1.2

i.;

i.;

1.2

i.i

1.1

1.1

1.1

l.C

1. 1

l.C

.*c

.50

1.'*

1.4

1.2

1.2

1.1

l.C

1.0

.8C

. 5c

l.C

1.0

1.3 

1.1

1.2

. 7C

.8C

.8C

.80

.8C

. 8C

.71

.70

.70

.7C

1.1

.70

.7L

.7C

.tr

.to

.6C

.sc

.PC

.5f

.40

.4C

.6C

1.3

.65 

.70

.70

.50

.40

.4C

. C

. C

. 0

. 0

. 0

2.

2. 

1.2

2.4

.30

 "

.20

.1C

0

3.S

204

1.4CC

3,850

538

74 

23

3.3

19C

10

4.2

3.2

2.1

2.4

2.1

1.8

1.8

1.8

3,850

C

1.7

127

.71'

.2C'

.20

.20

 ? r'

.30

.20

.20

.4? 

.30

.20

.20

.2C

.20

.10

.10

.20

.20

.70

.80

.10 

.10

127 

.K

.1C

0

C

o

0

0

0

0

0

.10

4.2

25

8,4 

116

24

6.0

6.0

5.4

3.8

5.6

61

514

130

20

6.5 

7.3

514 

0

SFPT.

1.7

.5f 

.20

.2r

.10

0

0

0

.10

2.9

t.C

435

18? 

5.4

3.2

36

3.2

.70

314

13Z

23

39

7.8

2.4

2.4

3t387.10 

113

1,860 

0

6,720

1

2

3

t

5

b

7

e

3

lj

11

u

13

14

15

io

17

13!' 

2

,_;

ii

i-.

"

27

if

3i_ 

31

 UiN

1.4

1.0

l.L1

.^C

.=L

.7-

.7^

.7j

. t^

.7C

l.t.

2.4

1.2

.7C

.1 j

>t

 4 -

. 4U

.6 J

.7-

. ^

.-,..

.9 _

lc 

1.2

.7t

i - .^

.3,

. 3u

. J'J

. i 

.2L

3.2

5,-i

1 . w

1.0

. 7n

. 4w

. 30

.l-J

.30

2-t5

271

7t

Jb

i5

d7

,_l

5.4

l.e

l.s

l.K 

1.4

* * ^

^u,3

. 1L

l.t

1.4

l.C

l.d

I.i.

1.8

1.4

1.4

l.a

72

22

3 . t

a.C

o. U

3.4

t.7

4.u

3.1.

5.C

6.C

4.7

3. t

2.4

2.4

l.c

l.t

2.4

5. - !

l.L

2.H

1.8

2.1

2.1

2.1

1.8

l.S

2.1

2.8

2.4

2.4

2.1

2.1

1.8

1.4

1.4

1.2

1.2

1.2

1.0

1.2

I.i..

.70

.71

2.1 

2.1

2.4

2.1

1.77

.70

_

1.2

i.e

1.8

1.8

l.b

2.1

1.8

4. Z

7.5

?.2

3.2

2.4

2.4

3.1

1.8

1.4

1.4

1.4

1.4

1.4

1.0

l.C

.50

l.C

.73 

.40

1.88

.40

UH

2.5

l.(.

,7u

.60

.4C

.- l)

.40

.4'-

.40

.4C

-2

.0

.2

. ~

.L

.C

.C

.50

l.C

.=c

.TJ

.50

 5L

.90

.70

.£4

.3C

1.0

3.2

1.4

.60

.4C

.30

.60

.70

1.0

.40

.30

.60

.4C

606

19

1.4

l.C

.<)0

l.C

1.0

.9C

.7C

.60

.90

2.1 

1.2

.SO

21.7

.3C

IN .10

l.C

l.C

2.4

l.r

.30

.2C

.3C

.2C

.20

3.1

1.2

1.4

14

1.4

.70

.40

.20

.20

.2C

.20

.30

.30

.70

.40

.30 

.70

.30 

.70

1.11

.20

AC-FT

.3

1.1

7.7

425

600

11

3.1

2R

1.0

.7

3,990

1,960

488

2GO

158

129

60

9.5

.9

.3

.3

256

158

3,360

3,790 

7,770

2,230

1,445

.30

101,300

325

24<3

175

105

66

45

31

1«

13

D .C

2.7

2.7

1.5

1.5

34

B.3

2.0

1.6

1.4

1.2

1.2

1.1

1.1

1.4

.90 

1.8

28 

23

30.8

.90

8.7

3.0

2.2

2.2

2.0

1.2

2.0

3.5

32

20

9.6

5.5

1.4

2.4

6.9

4.6

1.6

1.4

1.2

2.0

14

30

181

37

1.5 

37

24

3.0 

1.2

18.7

1.2

SEPT

.90

.80

.70

.60

20

13

.80

1.4

1.1

.70

32

20

1.7

.40

.60

.50

2.5

7«

559

1,770

680

103

23

12

5.2 

4.1

3.8 

2.4

3,398.70 

113

.40
RED RIVER BASIN 399

7-2995.4. Prairie Dog Town Fork Red River near Childress, Tex.

Location.--Lat 34°34'09", long 100°11'37", on left bank at downstream side of bridge on U.S. Highways 62 and 83, 3.1 miles downstream from Salt Creek and 10.0 miles north of Childress, nhildress 

County.

Drainage area.--7,725 sq mi, of which 4,^69 sq ml is probably noneontributing.

Pecords available.--December 1964 to March 1965 (gage heights only), April to September 1965.

Gage.--Water-stage recorder and wire-weight gage read once dally. Datum of gage is 1,fiS8.4 ft at' v<= 

mean sea level, from highway bridge plans.

Extremes.--Maximum and minimum discharges for December 1964 to September 1965 ar«= contained in the 

following table:

Annual maximum discharge (*) , peak discharges above base (7,000 cfs), and anui-a] mjnjtium discharge

year

1965

Maximum

Date

June 12, 1965

June 26, 1965

Sept. 21, 1965

Time

0400

1100

0300

Discharge 

(cfs)

16,400

* 58,800

13,600

Gage height 

(feet)

9.73

12.00

9.38

Minimum

Date

June 10, 11, 1965

Discharge 

(cfs)

0.10

Qage height 

(feet )

6.25

1S64-65: Maximum discharge, 58,800 cfs June 26, 1S65 (gage height, 12.0 ft), from rating PUTVP 

extended above 33,000 cfs.

Maximum stage since 1899, 16.9 ft in May or June 1957, from lo^al residents and Texas Highway 

Department (discharge unknown).

Remarks.--Records poor. Several small diversions above station.

DISCHARGE, IN CUBIC FEET PER SECOtlD, APRIL TO SEPTEMBER 1065

2.1 

1.4 

1.4 

1 .2

1.2

l.C
RED RIVER BASIN

Location. --Lat 34°24'45", long 99°44'00", near right bank at downstream aide of bridge on State Highway 283, 8 miles north of Quanah, Hardeman County, and 30 miles upstream from mouth of Salt Fork

Drainage area.--8.3Sl sq mi, of which 4,769 sq mi is probably noncontrituting.

Records available. November 1959 to September 1965.

Gage.--Water-stage recorder and wire-weight gage read once daily. Datum of gage is 1,412.97 ft above 

mean sea level, datum of 1929, supplementary adjustment of 1937.

Average discharge.--5 years, 171 cfa (123,800 acre-ft per year).

Extremes.--Maximums and minimum^ (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above tase (5,000 cfs), water years 1961-65

Date

Oct. 12, 1960 

dot. 18, 1960 

July 10, 1961

June 10, 1962

Time

2100 

0600

'JlOO 

1000

Discharge

7,950 

* 30,300

7,210 

* 24,800

Gage 

height

9.28 

12.04

9.42 

11.59

Date

Aug. 2, 196E

June 18, 1963 

June 15, 1964

Time

1200

0200

Discharge

8,360

+ 12,OoO

Gage 

height

8.98

9.5

Date

Apr. 15, 1965 

June 26, 1965

Sept. 21, 1965

Time

02OO

1600

Discharge

5,420

15,000

Gage 

height

0.62 

12.65

lo .50

9.83

Water year

1961 

1962 

1963

Date

May 15, 1961 

Apr. 23, 1962 

(a)

Discharge

0.30 

.80 

b .10

Gage height

6.S5

6.48

Water year

1964 

1965

Date

At times 

dj.

Discharge

0

Gage height

1

a July 9-13, 23-26, Aug. 1-7, 11-12, 1963. 

t Minimum dally.

1959-65: Maximum discharge, 64,000 cfs June 7, 1960 (gage height, 16.on 

in 1964-65.

Maximum stage since 1891 occurred in 1896 and was about 2 ft higher than 

(second highest), which reached a stage of 21.2 ft, from local resident.

Remarks.--Records poor through 1964 and fair thereafter.

flow at 

f June 1

DA»

1

1

4

5

e

lu

11

12

Is

14

15

16

17

Id

li

21

l^

23

2n

25

Zb

27

23

29

3C

TOTAL

MIN

lo

tf i.

15

15

12

4..

2.5

4.2

i.Slt,

2,8^;

»42

56b

3,2^0

3,410

21, ICO

12.9CL

1.56G

725

4fcC

359

356

6G5

319

275

22d

195

2.5

Ic.

L 5

06

o7

54

6l

52

54

2 S

tl

t. 5

t L

5e

54

i4

5l

5G

5;

46

45

45

4o

46

45

4'J

i?

37

3b

35

41

45

4C

54

155

212

252

719

t o9

539

451

J 94

394

367

'55

<_2£

^ L.C

2.76

;69

15!J

1LJ

77

S2

9L

34

t iC

16J

133

122

103

85

72

72

fr7

67

63

58

5b

61

4e

4t

34

3l

35

37

25

3C

35

43

56

72

25

sl

1C9

C 5

90

12°

l?o

115

11s

95

9C

65

e 7

67

tl

95 "1C9

151

155

151

i;/

67

74

______

______

61

45

31

23

15

"..

4.2

5.6

7.4

5.6

4.6

4.2

-3

4-2

c 29

431

 46

35 I

2CO

14L 12'

1 j6

35

75

75 1'4

4.2

K*

1C1

ft5"

47

4-

" 1

34

^^

25

^ ^

1?

1H

IIE

1 =

15

15

16

11

8.7

5.0

3.7

3.2

6.2

7.4

3.2

= .4

14

10

9.4

20

5.2

2.?

1.1

1 .1

.5^

.5C

7.^

1°

13

867

212

73

34

?3

13

14

7..^

5.1

f.b

3.7

.50

?.c

5.1

77

2Z'

3=r.

L2-

t:

33

^^

1 3

It)

 7

2«

31

1R

10

4.*1

2.2

L12

vc.

398

516

74

36

 

1 .7

17

I. =i

1.5

 ^

2, 1 -.

1,1 3

»- ^ 1

l.crf

-tr

 >!

4,47-

^^ -

H'7

 : -

2.34-

6^b

1^7

r.

3b

^ 7

1=1

12

-

.;:

«UG.

3. r

' 

1.7

1.1

1.1

0.6

3.7

3. -

3.7

-".7

t . .

5.1

6.3

135

111

5=.

"";

15

t .4

3.; i. rj

I. 1?

1.1

...T.

'.7

 !. 1

3. ?

l. c

L.I

5 "5

37

25

ll

5.4

S. 1

4.2

4. 2

* . 2

v .^

* <-

*.2

~ . 7

2.5

3.7

'-!.£

1. 1

AC-FI 348,700
RED RIVER BASIN

7-2995.7. Red River near Quanah, Tex.--Continued

1

2

3

4

5

6

7

8

5

10

11

12

13

14

16

17

19

20

21

22

23

24

25

26

27

28

30

TOTAL

MAX

MIN

1.5

2.5

2.5

2.2

Z. 5

2.5

2.E

24

17

55

36

16

5.1

3.7

3.2

2.5

3.2

3.7

3.7

3.2

3.7

3.2

3.2

3.2

4.2

4.6

1.9

i5

5-5

Hi

l^b

If

 -0

54

4 J

41

n

,,

31

tt>

45

I'll

141

K9

«

85

82

71

64

52

41

3i,

l a

22

15

 -

2**

^c

Ji

34

33

27

39

6i

58

4C

2L

20

4C

58

6,

61.

52

47

41

33

30

27

27

15

19

22

18

22

^^

23

24

82

5b

4Q

37

2C

1?

1C

15

3C

4Q

39

31

15

10

15

10

25

4C

55

52

52

52

41

10

36

31

'5

25

19

12

13

Itj

17

17

16

15

14

13

11

ia

14

13

13

13

U

11

11

13

10

I,.0

 

6.0

H ^

5

6

4

3

1

0

3

4

6

13

ft, 7

5.0

4.6

5.6

5. I

5.6

10

17

11

6.5

4.6

3.2

2.5

1.1

1.5

1.3

1.3

1.1

1.1

1.1

2.7

23

46

60

68

47

3C

17

12

6.7

6.8

3.2

2. d

2.B

1.9

1.3

1.1

.9C

13

30

35

5C3

1,560

225

.=<?

51

52

33

20

15

10

e.7

7.4

6.8

4.2

2.5

1.7

1.7

1.5

1.9

2.5

2.2

30

55

20

a.<;

5.0

16

21

6.C

4.2

1.5

1.5

=>B

122

50

2fc

145

265

218

517

1,7*1,

2.71C

686

375

20C

210

1,530

335

13,400

4.J2C

1,570

730

417

244

171

373

652

320

<)4

24

t.1

'7

ll

12

8.1

6.2

4.0

3.4

3.2

2.4

14

65

107

'5

16

74

131

34

14

4r

2,570

4.15C

1.9CC

279

114

2,J^C

2.4

1.94U

3,37u

1,740

421

13-?

56

28

16

^.7

6.6

4.6

4.3

4.C

3.7

4.6

2.6

1.6

1.5

1.5

1.5

1.5

1.5

1.6

1.5

1.4

1.4

1.4

1.2

L.4

3.7

5.7

4.2 ft."

9.1

11

d. °

S.fr

4.6

3.4

2.4

1.8

1.6

'1

643

19

463

46 6

1G3

308-

1.C4?

?F5

158

65

32

4,37-J.S

1,540 

1.4

DISCHARGE, IN CUBIC FfcET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

4 

5

6

9

10

11

12

13

14

15

16

17

18

20

21

22

23

24

25

26

27

28

29

30

MEAN

MIN

23 

18

12

46

122

40

24

18

12

8.1

6.2

5.0

4.0

2.9

3.4

15

122

110

98

54

46

30

ia

14

84

77

65

40.1

2.V

2

a

4

3

2

=>.!

5.1

9.2

8.6

6.2

5.4

4.6

4.6

5.8

23

79

82

61

40

29

21

18

45

139

356

130

82

48.3

4.6

58

136

67

46

31

30

29

24

20

19

22

22

23

25

29

34

37

33

26

34

31,

3C

35

41

40

34

19

35

48

46

32

29

28

24

20

15

10

15

20

25

25

15

20

25

20

15

20

25

25

20

25

25

10

FE6.

30

30

26

22

22

22

20

30

45

4C

34

37

58

56

40

33

25

24

20

18

15

14

12

 

 

12

MAR.

13

33

21

14

12

20

30

20

14

12

12

12

9.1

7.1

4.3

4.0

4.6

4.3

5.3

4.0

3.7

3.4

3.4

3.2

3.7

3.2

13

17

22

16

10

6.2

4.3

4.0

3.4

2.9

2.4

2.4

2.2

2.2

1.6

1.5

1.4

1.5

1.6

2.4

2.9

3.2

2.2

1.6

1.4

1.4

1.6

27

14

6.6

2.2

1.0

.BO

.70

.80

.70

.60

.60

.60

.60

1.1

.7C

1.1

i.a

1.2

1.2

.80

,6C

.80

.40

1,320

.40

1,170

578

405

113

424

226

81

140

158

63

24

11

164

2.51C

2,620

955

304

135

66

30

14

6.2

3.2

1.8

1.0

 

1.0

1.0

.«0

.20

.20

.60

.10

.10

.10

.1C

.10

.40

.80

9.3

31

.30

.2(1

.20

.10

.10

.10

.10

-2C

.20

.20

.20

.10

. in 

.10

.10 

.10

.10

.20

.20

.20

.10

 10

.70

9.3

556

95

14

1.7

410

246

52

B.O

.eo

12

24

3.1

.70

8.3

4.0

.1C

1,720 

4C9

77 

45

18

5.2

2.8

.60

.90

43

24

13

31

1,340

1.20C

281

25

12

5.8

2» c

1.8

1.6

1.5

1.4

l.C

.90

1 C0

.6^
RED RIVER BASIN 

7-S995.7. Red River near Quanah, Tex.--Continued
RED RIVER BASIN

v-9996.7. nroesberk Creek at State Highway 283, near Quanah, Tex.

Location.--Lat 34'21'20", long 99°44'25" , near left bank at downstream side of bridge on State F3ghway 283, 2 miles downstream from confluence of North and South Groesbe^k Crpeks, 4 miles north of 

Quanab, Hardeman County, and 9 miles upstream from mnuth.

Drainage area.- 303 sq ml.

Records available.--November 1961 to September 1965.

Gage.--Water-stage recorder. Datum of gage Is 1,425.69 ft above mean sea level, datum of 1929,

Extremes. Maximums and tnlnlmums (discharge In cubic feet per second, gage height In feet).

Annual maximum discharge (*) and peak discharges above base (1,000 cfs), November 1961 to September 1965

Date

June 9, 1962 

June 19, 1962

Time

0800 

0800

Discharge

* 6,23U 

2,490

Gage

height

20.34 

17.28

Date

Sept. 17, 1963 

Sept. 27, 1964

Time

0030 

0230

Discharge

* 768 

* 321

Qage 

height

12,93 

8.73

Date

Sept .19, 1965

Time

2300

Discharge

* 3,910

Qage

height

18.70

Annual minimum daily discharge 1961 to Septembe

Water year

1962

Date

Apr. 4, 14, 1962

Aug. 17, 18, 1963

Discharge

1.0

.10

Water year

1964

1965

Date

At times

Discharge

0

1961-65: Maximum discharge, 6,230 cfs June 9, 1962 (gage height, 20.34 ft); no flow at times 

In 1964-65.

Maximum stage since 1890 occurred In June 1891 (stage unknown). Second highest stage occurred 

In September 1929. other large floods occurred in 1912, 1936, 1946, 1951, 1955, and 1957, from 

Information by local residents.

Remarks.--Records good except those for periods of no gage-height record, which are poor. Diversions 

upstream for farm and ranch use and for a gypsum wallboard plant.

DISCHARGE, IN CUBIC FEET PER SECONE, NOVEMBER 1961 TO SEPTEMBER 1962

1

3

5

b

7

1G

11

12

13

It

IS

16

18

20

21

22

23 

Zt

25

26

27

28

Z^ 

JC 

31

TOTAL

MEAN

1IN

ftC-Ff

 

7.8

_

7.C

6.5

o.5

6.5

6.5

6.5

0.5

b. 5

b.5

b.5

6.5

7.C

7.0

7.0

7.C

7.C

7.C

7.C

7.C

7.0

7.4 

7.4

m.i

6.81 I'l l»

7.4

8.2

j f C

7.8

7.*

7.*

7.0

7.0

7.0

7.*

7.4

7.4

7.4

7.4

7.4

7.4

7.4

7.4

7.4

7.0

7.0 

7.4

? ^9

7.4

7.4

7.4

7.4

7.4

7.4

7.4

7.*+

7.4

7.0

7.0

6.4

8.2

6.4

7.4

6.4

6.4

6.7

7.0

7.0

8.?

7.0

7.4

7.8

7.8

8.2

9.1

9.1

7.9

9.5

10

9.3

9.9

7.8

3.4

3.4

3.4

3.6

4.8

4.8

4.5

4.3 

9.1

10

5.8

2.2

4.1

1.4

2.4

1.8 

3.2

2.6

1.8

2.0

1.0

3.C

2.4

3.6

2.2

1.5

1.5

1.4

2.°

11

83

11

83

5.2

5.0

4.8

4.5

4.8

5.2

5.2

5.0

5.0

5.0

4.8

4.8

4.5

8. 1

10

11

5.0

5.8

4.6

5.0

5.0 

5.5

11

8.2

5.8

<JO

609

206

508

161

214

50

16

L2

10

322

268

30

19

16 

14

11 

26

20

20

13

3t340

9.1

8.7

8.2

7.8

7.P 

7.4

7.4

7.0

6.7

6.7

6.7

6.4

6.7

6.7

6.7

7.0

7.0

7.C

6.4 

6.7

167 

277

24

12

9.0 

8.2

277

8.2

7.4

7.4

9.1

9.5 

7.0

6.1

4.5

5.2

4.8

4.3

6.1

6.7

5.0

5.2

5.2

5.5

4.0

3.8

3.0

3.0 

3.0

3.0

3.6

4.5 

3.8

9.5

4.3

6.7

6.4

7.8

7. T

6."

6,4 

6.4

6.4

6.4

*.7

6.7

7.4

11

141

88

498

61

13 

9.1

130 

400

54

15

11

498
RED RIVER BASIN

7-2996.7. Groesbeck Creek at State Highway 283, near Quanah, Tex. Continued

DISCHARGE, IN CUBIC FEET PEP SECOND, WATEH YEAR OCTOBER 1962 TO SEPTENBEP 1=63

1

3 

4

5

6 

7

9 

1C

11

13

It

17 

18 

19

20

27 

24

25 

2t

26

3c 

31

TOTAL

MEAN 

MAX 

MIN

B.2

B.2

9.9

S.I

1C

1C

10

1111

11 

It-

's.]

lu

3.3

254.3

9.45 

12

8.0 

8.C 

7.0

6.0

10

e.u

8.1.

12

7.4

^2<.7

12

7.0 

6.7 

6.4

6.7

6.4 

0.7

7.4 

7.b

9.1

8.7

8.2

223.2

7,2 

J.I

*.l

8.7

5.5

5.8

6..1

6.4

6.0

7.0 

6.7

5.1

6.7 

6.7

7.4

5.1 

6.1

3.2

7.e

6.7

7.4

7.8

7.tt

7.0 

7.J

7.4

3.1

5.8

6.1

3.6

2.9 

3.0

3.2 

3.8

.6C

x1 :

IN .10

1.2

.70

143

91 

33

6.1

7.0

7.4 

7.4

5.1 

9.1

10 

16

143

AC-FT

87

7.8 

7.0

7.0 

6.7

8.7

10 

f.l

ft. 7 

6.4

s.e fr.i

4.8

87

6,42-

4.0

2. ' 

It

3.d

l.S

1.2 

1.4 

l.t

2.4 

1.,

1. J

16

1.5

1.0 

1.3

l.C 

1.2

2.1

.81 

.6f

.ID .! '

2.4 

2.4

3.6 

3.4

4.3

3.t

b.e

3.2 

2. -3

2. 7 

2.7

3.'- 

2.7

:.c 

t.t

3P1 

21 

5.8

2.6 

2.4

2.7

3.C

386

. No gage-height record Oct. 17 to Nov. 23.

1

3

5

7 

10

12 

13 

IH

17

n

i ;

Zj 

21

2i 

2-.

25

27

2H

2S

MEAN

MIM

3. '

3.6 

-*.d

3.B 

3.6

i.7

4.1.

4.' 

4.'J

4.^'

4.L

»:°

3..J

3.>"

3.2 

2.3 

^.3

2.1 

?.l

:.i

; *

3.2

3.8 

3.t

3.8

3.4 

3.t

3.4 

3.2

3.2

1:1

j.t

4.C

4.r

3.6

J.4 

3.-- 

3.4

?.2

3. 8

3.8 

3.3

3.6 

?.6 

^.4

3.2 

3.1

3.4

i. A

3.6

3.4 

3.4

3.2 

3.2

4.C

5.?

4.5

3.b 

3.8 

3.S

3.0 

3.c 

3.4

4.C

4.S

4.u

3. a

3.3 

3.8 

3.6 

4.3

2.'^

3.0

3 .u 

3.0 

3.? 

3.4 

3.4

4.C 

4.3

4.5

5..j

5.2

5.8 

6.1 

6.4

6.t 

6.7

4.S

5.4

3.0 

?.4 

2.7 

2.7

2.7 

2.3 

2.7

2.6 

2.4

2.1

2.c

?.4

;.i

2.t

2.6

3.0

4. ) 

2. 5 

2.4 

2. 7 

4. 2

2.6

2.0

l. J 

1. »

1.5

1.3 

1.1

1. 2

1.2 

l.D

2.0 

6.4

AC-FT

^.6 

3.8

3.0 

3.2

2.6 

2.C 

2.C

3.6 

6.4 

4.1

L.5 

1.4

I."

L.C 

L.C

.°0

.sr

.8C 

.8C 

.7C

2.31

.70

2,160

.a'j

.7''

.50

.30

0

~

3. 1C

.1'

6.2

r

c

0

3

0

C

c

0

0

c

0

0

^

r

c

0

c l c

'.1

74

4.' 

G.2

141. PC 

4.73

0 

281
REP RIVER BASIN

1

11

13

14 

15

It

17

Ic

20 

21

23

24

z;

TCTAL

MAX 

WIN

1.1

1.6

2.6

I.e.

l.C

1.?

2.J 

2.7

3.C 

3.8

3.2

2. 

2.7 

3..

3.1

3.6

1)

72

11

3.4

3.0

2.9

2.7

2.7

2.7

2.S

r.:

2.7

2.7

2.6

2.6 

2.4

i.i

2.1

i.C

2. 1

2.3 

2.3

2.1

r.3

..3

Z.I 

2. 1

2.1

2.3

2.,

2.7

2.7 

1.4

= 4

""

2. 1

2.3

j.3

2. 3

2.4

1.7

2.T

1.7

2.4

2.4 

2.-*

2.4

2.0

2.?

2. 7 

2.7

2.4

2.1 

2.1

3.1

'" 

?.T M

2.1

P.I

.1C 

. '[

l.C

l.r

2. =

2.4

.3r

\4-

4. "

i.r

l.C

c

l.l

2.3

=: 

4.P

S.i

5.6 

5.5

0.1

2.4

i.:

.3L

5.7

l.C

[ {

1.4

1.0

.61.

1.4 

24

1.7

.4f

.6f 

.S'_

.;:

JU.Y

.4 

1.4

.It 

.11

r";! c °c

0 D\

55

i.?

.40

. -"0

.10

.1C"

I-r- .

1 , 1 3>~

41

5.C

K7

1.1

l.C

], 1^7. <-C

l.^RC
RED RIVER BASIN

7-2997.1. Lebus Creek near Eldoradu, Okla.

Location. Lat 34°28'4S", long 99°40'40", in SWfSEiJ- sec.11, T.I S., R.24 W., near left bank on 

upstream side of pier of bridge OIL State Highway 5. 1.5 miles northwest of Eldoradu and at 

mile 11.8.

Drainage area. 280 sq ml.

Records available.--Occasional low-flow measurements, water years 1951-55. May 1960 to December 1963 

(discontinued).

Cage. Water-stage recorder. Datum of gage is 1,408.61 ft above mean sea level (State Highway 

Department bench mark).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (1,000 cfs), May 1960 to December 19B3

Date

Oct. 15, 1960

Oct. 18, 1960

Time

1930

1730

Discharge

1,300

* 3,530

Gage 

height

13.57

16.36

Date

June 18, 1962

May 31, 1963

Time

2400

0400

Discharge

» 3,530

* 940

Qage 

height

16.37

12.84

Date Time Discharge Qage 

height

Annual minimum discharge, May 1960 to Dec

Water year

1960

1962

Date

Aug. 6, 7, 1960

Apr. 23, 1962

Discharge

a 1.7

1.1

Water year

1963

Date

Sept. S, 4, 11, 1963

Discharge

a .5i.

Minimum dally.

1960-63; Maximum discharge, 3,530 cfs Oct. 18, 1960, June 18, 1962; maximum gage height, 

16.37 ft June 18, 1962; minimum daily discharge, 0.50 cfs Sept. 3, 4, 11, 1963.

Remarks. Records good. Records of chemical analyses for the period October 1962 to August 1963 are 

published in reports of the Geological Survey.

DISCHARQE, IN CUBIC FEET PER SECOND, MAY TO SEPTEMBER 1960

DAY

1

2 

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

MIN

AC -FT

OCT. NOV. DEC. JAN. FEB.

___ _ _

 

MAR. APR. MAY

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

_

-

6.0

5.6

5.5

5.6

6.9 

6.8

.

_

_

_

JUNE

6.0

5.2

5.2

5.2

6.4

43

233

584

771

316

59

23

16

13

12

11

10

10

9.5

9.6

9.3

9.1

9.3

9.1

8.8.

8.8

8.1

7.9

7.7

2,232.0

74.4

771

5.2

4,430

JULY

7.6

6.3

5 . 6

6.1

6.6

7.2

6.8

6.6

6.8

6.3

6.3

6.3

6.3

5.6

5.5

5.4

5.2

5.8

5.4

4.6

3.6

3.6

3.5

4.3

6.3

4.1

2.2

2.2

2.0 

2.7

164.2

5.30

7.6

2.0

326

AUG.

2.6

2.7

2.3

1.8

1.7

1.7

1.8

2.4

2.7

2.4

2.1

2.4

2.4

2.1

1.9

2.6

3.8

9.9

2.9

14

4.5

2.7

6.7

90

11

4.b

6.2

53

58 

5.5

311.1

10.0

90

1.7

617

SEPT.

11

.8

.3

.3

.2

.2

.3

.4

.8

.3

.2

.2

.2

.2

.0

.2

.2

.9

.0

.6

.5

.5

.9

.4

.4

.8

.5

.4

.4

131. -3

4.40

11

3,4

262
RED RIVER BASIN

7-2997.1. Lebos rreek near Eldorado, Okla.--Continued

t-, I i ClliilC TE-ET PEt* ScC'JWs VIATEP Yf^^ PCTDBER I960 TC SEPTE

L-1 ,

3

A

5

7

~

U

Id 

13

14

la

17

If

1 =

 -< 

21

^4

t 7

23

 "1

fOUL

ME AN

MI «

LoT.

-

3.0

3.0

3.4

3.*

3.*

J.t

317

zi *

3 , - q u

2,4lu

715

24u 

58

26 

48

!< >

26 

1>J 

17 

It

8,985.6 

290 

3,080

3.4

HL.V.

13

It

i J

1J

L11

11 

i 1

U

1'

U.

i j

1C

1J

1 1.6

...

n.l

li.C 

16

- .1

J:L.

'. J

 *.5

'.3

9.1

1.

^.5

-..\

S.S

5.1

^. ^

J.I

a. 5

5.1 

-.1

1 -

li.

&.*

-.1

p. -

~.l

s. 1

-.1

T.3

' '

;.3 

t,.3

?.?

V.I

"i.3

5. 3

' -'

^^

5.6

-.30

3.V

3.1

9.6

1 J

1'J

...

3.8

3. t

).i

3 .t>

9.5

9.3

9.1

a. 3

9.o

10

9.6

9.3

S. -"

 3.56

lo

3.3

s.;

^. c

6.Q

8.c

d.2

a.*

,.,

a.t

11

68

57

61

32

14 

IP

,'J

1. 1 

5.1

5. 3 

3.1

15.0

68

8.2

f.q

f .5

R ,r

0.3

f .6

6.6

B.6

e.4

P. 6

p ,

7.«

B.*

S.P

-.3

fi.=

7.6

7.7 

7.7 

7.6

R.37 

fl.B

7.2

7.4

7.7

7.7

6. =

6.6

6.6

6.4

6.3 

6. 3

6. L

6.4

6.6

6. Q

lu

7.1

7.1

7.4

1.2 

7.4

7.6

7.11 

1C

6. I

7.4

6.6 a.f.

36

12 

?.5

7.4

7.L

t:S6.8

6.8

6.°

6.8

6.8

6.4

21

7.4 

7.2 

7.1

8.81 

36

6.3

7. L

7.1

6.9

6.3

6.8 

6.3

f-.C

 =.e

8.2

11

5.6

5.5

6. c

6.S

5.2

4.H

5.5

3.6 

3.4

6.C7 

11

3.0

3.4

2.7

2.7

2.8

2.7 

2.7

2.6

2.7

4.2 

4.3

3.3

5.0

6.2

4.0

4.4

4.3

3.4

4.3

2.7

2.C 

3.3 

3.0

3.54 

6.2

2.6

SEPT

3.3

3.1

3.1

3.3 

3.4

3.5

3.5

3.8 

3.5

3.4

3.5

3.4

3.4

3.5

3,6

3.5

3.5 

3.5

3.8 

3.8 

3.0 

4.4

3.4= 

1.4

Z.7

DliCHAFGE, IN I.UB1C FfET PER ISCONO, VviTER YEAR TCTOBFP IS61 TC SEPTEMBER I<=t2

DAY

1

2

5

7

H

12 

13

14

ID 

16

Id 

13

21

«

^7

3*- 

31

TOTAL 

MAX

CltT.

t.3 

4.4

t'.o

4.6

4.3

4,3 

4.3 ::'

*%3

».3 

t.3

4.3

4.3

4.2

136.4

NI V.

^

^

J.b

a

;:t

4.0

4.r

J.fl

'J

DEC.

t.'L

4.3

t.3

4.3

4.3

4.3

4.3

-t.4

»'.t

:::

^4^

JAN.

I'.l

5.0 

5.5

3.2

5,4

5.5 

5.4

5.4

5.4

5.5

5.2

r.o

FEO.

5.2 

5.2

5.4 

5.2

5.2

5.4 

5.4 

5.4

5.2

5.0 

5.2

5.4

5.4 

5.4

4.9

5.4

MAP.

4.5 

5.2

4.8 

4. b

4.6

4.Z 

3.^

3. 3 

3.9

3.8

3.5 

3.1

3.1

2. a

rJ

119.3 

e .2

i-.T

APP.

^

2.8 

3.4

2.7

2.6

2.6

Z.L

2.1 

2.5 

2.2

2.2

2.C

3.5

5.P 

62

4.2

-.2

MAY

3.4

3.3

3.3 

3.3

3.3

3.5

3. I 

3. 3

3.0 

3.4

3.1 

3.5

3.6

3.8

3.?

3.3

3.3 

3.3

3.4

3.5

4.4

JUNE

27

55

17

50 

426

31

103

11

3.5

434 

1.060 

5 =

11

12 

11

48 

11

".1

1,060

JULY

8. 5 

8.3

7.7 

7.3

6, ^

6.5 

 5.?

4.' 

4.2

4.3 

7^1

10

6.0 

5.8 

5.8 

5.9 

5.8

2in.t

21

418

AUG.

.8 

.8

.6

.6

.8 

.2

.2

 3 

.0 

.2

.3

.2

.2

.2 

.6

.2

.5 

j .4

5.8

SEPT.

3.5 

3.0

2.7

2.6

3.3 

3.1

3.3

3.4 

3.3

3.5 

4.C

5.0

227 

1=4 

151

194

69 

IS

62 

17

3.*! 

7.9

227

MEAN 17.5 AC-FT 12,660
RED RIVER BASIN

7-2997.1. Lebos Creek near Eldorado, Okla. Continued

DISCHARGE, IN CUBIC FtET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

5 

7

e

ly

il

l/

14

17

IB

1°

21

22

2-t

25

26 

27

2b 

30

MAX 

MIN

^.l

15

5.5 

5.H

5.2

5.2

4.9

5.2

0.1

6. ^

32

4.9

o.O

6.,

5.3

6.0

0.1

6..J

5.3

S.o

!i.t 

5.8

6.1

o.5

6.3

b.G

5.6

6.0

6.C

5.9 

t.C

t.C

t.3

7.2

6.3

5.9

6.1 

6.1

6.1

6.1

6.U

6.1

6.1

6.1

_____

5.8

6.0

6.1 

6.0

6.0

 >. 8 

S.e

5. A

5.4

4.4

4.4

4.4

587 f

4.2

4.3 

4.4

4.3

3.9 

3.6

2.9

2.9

2.9

2.0

2.0

IN 1.8 

IN .50

2.2

2.3

5.8

5.6

2.5 

2.4

2.5

2.5

2.9

3.0

335

587 

2.2

AC- FT

4 

6

5

4 

1 

3

2 5 

2

3 

3

7.2

6.6

5.8

5.0

4.3

433 

4.3

a, 390

4.0

3.3 

3.0

3.0

2.8 

3.0 

3.1

2.5 

2.3

2.7 

3.5

2.6

1.7

1.8

2.7 

1.8

1.6

1.1

6.1 

1.1

A G

.3

.2 

.1

.B

.2

.8

.0

.6 

.4

.1 

.1

.80

.60 

1.1

2.0 

2.2

1.8

4.1

4.1 

.60

SEPT.

1.

. 0 

. 0 

. 0

. 0 

. 0 

. 0

. 0 

. 0

. 0 

. 0

. 0

260 

93 

25

4.4 

2.5

1.8 

1.*

1.3

1.4

413.50

260 

.50

DISCHARGE, IN CUBIC FEET HER SECOND, OCTOBER TO DECEMBER 1963

1

2

3

4

5

6

7

8

9

1C

1

2

3

<t

5

t

7

p

9

1

2

3

4

5

b

1

0

9

L

L

TO At

ME N~

y<\

HI

AC-FT

.4

.5

.5

.<»

.3

.2

.1

.1

.1

.1

.1

.1

.2

. i

.90

.1

.1

.1

.C

.1

4.1

1.7

.9C

 7u

.80

.sc

.1

.1

.1

.2

.2

38.30

1.24

4.1

.70

76

1.4

1.3

1.4

1.3

1.1

1.1

1.2

1.4

1.4

1.3

.c-3

. 5u

1.3

 9o

1.0

.90

1.1

1.4

1.8

1.6

1.5

1.7

1.7

l.b

l.b

1.6

1.6

1.0

1.7

1.6

 

40. Bu

1.36

1. H

.90

81

1.7

1.7

1.8

1.7

1.6

i.6

1.6

1.8

1.8

1.9

2.1

2.0

2.C

l.S

2.0

2.0

2.0

1.9

2.C

2.1

2.1

2.C

2.1

.i.l

2.2

2.1

2.1

2.1

2.2

J.3

2.2

60.7

1.96

2.3

1.6

120

 . 

 

CAL YR 1963: TOTAL 3,779.60 MEAN 10.4 MAX 587 MIN .50 AC-FT 7,500
RED RIVER BASIH

7-2998.5. Salt Fork Red River near Clarendon, Tex.

Location.--Lat 35°00'10", long 100°53'30", near right bank on downstream side of bridge on State Highway 70, a quarter of a mile downstream from Kelly Creek and 4 miles north of Clarendon, Donley 

County.

Drainage area.--457 sq mi, of which 191 sq mi is probably noncontributing.

Records available.--Occasional low-flow measurements, water years 1950-60. May 1960 to September 

1964 (discontinued)

Gage.--Water-stage recorder and wire-weight gage read once daily.

Extremes. Maxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges atove base (l,EOu cfs), water years 1961-64

Date

Oct. 15, 1960

June 2, 1961

July 8, 1961

July 21, 1961

Time

0800

1900

0830

2400

Discharge

5,240

* 22,400

2,900

2,640

Gage 

height

9.40

15.10

7.90

7.70

Date

May 16, 196E

June 15, 1962

July 31, 1962

Aug. 13, 1963

Time

2330

0100

2400

0600

Discharge

2,220

* 2,580

1,790

* 14,400

Qage 

height

7.10

7.40

6.95

13.02

Date

Sept. 9, 1963

June 14, 1964

Time

2000

0130

Discharge

1,740

* 3,180

Gage 

height

e .68

8 . lu

Annual minim

Water year

1961

Date

Sept. 10, 1961

July 7, 1962

Discharge

a 3.6

.50

Gage height

b 3.25

c 3.21

Water year

1963

1964

Date

('!)

Aug. IE, 1964

Discharge

a 0.10

.10

(}age height

f 2.34

Minimum daily. 

b Occurred June 1, 1961. 

c occurred Mar. 2, 1962.

d Mar. 17, July 20-24, 26, Aug. 1-9, 1963. 

e Occurred Aug. 28, 1963. 

f Occurred Aug. 26, Sept. 1-3, 1964.

1960-64: Maximum discharge, 28,000 cfs June 8, 1960 (gage height, 16.50 ft), from rating cur\ 

extended above 4,000 cfs on basis of slope-area measurement of 22,400 cfs; minimum, 0.1 cfs 

May 17, July 20-24, 26, Aug. 1-9, 1963, Aug. 12, 1964.

Maximum stage since at least 1910, 32 ft June 9, 1954; flood of May 16, 1957, reached a stage 

of about 29 ft, from Information by local residents.

Remarks . Records poor. One small diversion

DISCHARGE, IN CUBIC FEET

or irrigation above station.

PER SECOND, MAY TO SEPTEMBER 19oO

DAY

1

2

3

4

5

6

7

9

10

1112

13

14

15

IS

17

18

19

20

21

23

23

24

25

26

27

28

29

30

31

TOTAL,

MEAB

MAX

MIN

AC -FT

OCT.

t 13

NOV.

------

DEC. JAN.

t .20

FEB.

 

-- -

MAR. APR.

t 14

MAY

-

-

-

-

t 28

.

-

_

-

-

-

-

-

-

_

-

-

.6

.2

.4

.6

.2

8

1

.0

.8

.6

.8

1 

12

_

_

-

_

JUNE

71

18

20

16

13

27

196

3,390

325

42<J

153

43

20

ie

21

ie

14

15

17

15

13

26

29

228

18

16

9.2

3.6

2.9

1.5

5,186.2

173

3,390

1.5

10,290

JULY

4.4

3.3

2.9

22

30

28

54

47

26

15

11

11

13

12

8.8

7.8

23

14

9.8

9.8

17

143

27

23

17

11

5.2

4.8

4.8

3.6

3.1

612.3

19.8

143

2.9

1,210

AUG.

3.1

3.1

2.9

2.0

3.8

2.9

3.1

2.7

3.8

23

7.4

6.2

5.1

3.6

3.6

26

28

260

41

101

102

23

11

7.9

7.4

5.8

6.6

6.2

7.8

8.8 

8.9

728.6

23.5

260

2.7

1,450

SEPT.

5.4

3.8

2 . q

2.9

2.9

2.9

2 . q

5.4

58

17

13

11

8.8

7.8

6.6

14

9.J

8.8

8.2

8.2

7.0

6.6

67

16

16

16

16

10

8.2

8.2

370.7

12.4

67

2.9

735

CAL YR 1959: TOTAL MEAN MAX MIN AC-FT 

WAT YR 1960: TOTAL MEAN MAX MIN AC-FT

t Result of discharge measurement made on this day.
RED RIVER BASIN

7-2998.5. Salt Fork Red River n^ar Clarendon, Tex.--Continued

DISCHARGE. JN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 196(1 TO SEPTEMBER 1

DAY

1

2

3

4

5

a

£

y

10

11

12

13

14

15

16

17

2<-

21

22

23

24

? ,

26

27

28

MESN

HIN 

AC-Ff

OCT.

10

1C

12

12

9.2

7.6

7.8

7.8

7.B

119

15S

59

41

780

185

441

282

130

90

6C

70

60

16B

41

Si,

45

119

7.8

NOV.

28

17

11

B.O

7.4

7.4

7.8

5.4

5.4

5.B

b. fa

7.0

7.4

e.2

1.8

9.2

11

U

12

13

1Z

13

15

15

16

li

11. L:

^7

7

7

9

4

8

6

9

7

0

2

2

t

5

7

4

2

7

3

8U

7

3

1

2

a

7

3

15

B. 8

1C

16

9.8

6.2

b.S

9.?

13

15

9.8

8.2

6.8

13

?|_

5.6

5.8

6.0

7. 6

15

22

1

11. 8

13

9.8

9.2

7.4

25

34

33

33

10

15

16

15

17

14

24

21

26

30

30

26

25

22

14

16

15

12

7.8

16

16

17

18

19

18

15

16

19

19

19

24

23

39

54

41

33

30

18

11

I

1 °

J

20

Icl

14

U

15

18

16

21

21

IS

17

15

2C

20

18

17

20

16

15

8.8

7.4

7.8

7.

4.

4.

4-

6.

10

*i*:$

14

15

15

21

13

11

17

11

8.2

5.8

7.8

7.4

6.2

6.2

7.4

8.R

U

7.8

7.0

4.4

4.1

5.8

7. C

4.8

4.8

5.1

6.85

5.4

2.16C

' 37

31

17

125

?2

2C

11

15

15

14

14

15

15

15

1?

14

13

12

12

22

55

ID

8.2

8.2

*

106

7.8

7.8

9,7

7.8

7.-.

271

4^

1C

16

1 4

5.4

32

104

94

34

'6

11

2 4

3 >l

5

7

"

13

11

l ""t-Ir

8.2

8.2

9. R

7.4

6.6

6.2

5.S

6.2

b.6

a. 2

7.3

7.8

7.8

7.8

6. ft

39

16

t .

12

12

12

7.C

7.C

7. n

7.0

-" -

3 ":-

*'!

4,4

3.8

4.8

3.8

3.6

?.f.

4.1

5.1

5.1

7.0

3. e

S.2

7.4

7.C

5.4

6. >

6. 2

fa. 6

7.4

7.8

7.C

8.2

a. a

"

6.60

LUBIC FEET PEP SECDNL", KATEf YEflR OCTOBER 1 3t 1 Tn SEPTEMBER IStJ

;

2

4

6

if

11

12

13

14

15

16

17

18

1-,

2f

21

22

23

24

f 5

26

n

2a

29

MEAN

MAX

WIN

WAT YP

.8

. 6

. 6

,2

i j:

28

18

22

25

32

35

36

3o

id

45

44

45

47

42

 »t

41

42

4t

 it

41

53

31. i

h.2

!Vb2: TL

'.1

25

ir'

35

3C

J3

^h

55

£ ^

IS

J 4

<il

13

"id

3 1

35

3 '

3-

; 3

£1

^L

i:

16

17

i;

16

15

27. b 

tl

15

17

Ib

17

15

13

17

2J

21

17

15

10

H.f

B .ij

U

12

14

^.2

7.C

3.2

>.B

5.2

5.8

T.f

7.Q

5.8

5 . o

5.4

3.6

3.5

10.9 

21

i.3

3.1

3.3

5.8

4.8

4.0

t.C

e.c

7.0

3.0

2.C

2.1-

5.C

1C1'-

5.u

 7.2

'-.G

B.O

'.0

H.C

IL

21

18

11

14

15

15

Zl

2.C

17

18

8

5

5

8

0

3

1

1

3

4

15

14

3

3

2

3

3

4

3

2

*

10

9.C

3.C

 

 

16

8.C

7. J

7. J

8.?

%2

lu

17

IB

18

15

12

15

15

1 A

14

14

14

s. r

10

f.H

8.,

7. ^

=1.2

7.4

;. u

9.?

7.-,

^.^

7.B

11

IH

fc.^

336 V

<i.S

11

1C

15

1&

6.8

IL

12

1!

11

13

13

Q . 8

S.2

7.6

7.4

7.<=

s . g

a.?

' .2

1C

12

14

14

66

22

13

13

11

 

1=,.3

7.4

IN 3. 3 

IN .9C

8.0

3.6

7.*

7.4

5.4

5.4

7.C

5.1

5.1

5.4

5.1

5.0

5. 8

5.8

20

1 57

16

7.8

38

9.2

4. L

4. i

4.4

'..8

3.j)

7 B C

5.7

2.2

2.7

157

2.2

SC-FT 

Af-FT

lft

12

B .8

5.b

5.P

5.6

0

-5

1

^

(J

7.4

". <"*

2ot

41

28

2'4

"n.2

5.1

4.4

'.3

2. ?

5.6

5.1

5.4

3.8

3.1

3.1

?ft6

2.2

15.COC 

11.4CO

,'.7

?.4

2. 2

1.3

l.F

1.6

?.b

^, ^

?.4

2.1

2.1

1.'

2. '

2.1

5.C

3 r

4.4

4. *-

7.1.

^ .2

11

!1.F ' > 

e.-1

f . c H. C

r-. f

0.2

<-3

AUh.

33b

22

17

13l~

8.'

7.0

 j.?

5.1

3.B

3.M

'.4

2.4

1.5

3.4

1.4

1.2

1. 5

1."

1.0

l.f

1 ,h

1.5

L.4

1.4

1.5

1.4

1.5

l.S

336

1."

I SE "'_

1.6

l.°

2.4

 >. >

^.2

2.4

4. 1

t.r

1.3

4.1

3. A

3.1

5.4

!3

5.1

5. 1

5.1

4."i

5.1

7.4

4.4

5.4

8.2

15

5.4

4.4

4.4

4.4

4.6

4.86 

15

1.6
RED RIVER BASIN

7-2998.5. Salt Fork Red River near Clarendon, Tex.--Continued

DISCHARfaE, IN CUBIC FEET PER SECUND, tiATEH VtAK CCTOBbP 1962 TO SEPTEMSEP

1

£

3

4

5

b

7

lo

1

2

3

4

5

t

7

8

0

1

1

3

5

b

7

ME N

MA

MIN

5.1

5.1

6.2

6.6

13

5.B

3.3

3.6

3.6

3.1

2.*+

2.7

2.7

2.1

1.9

7.3 

4.1

9. I 

14

4.1

4.4

4.8

5.1

l.<t

a. a

6.2

5.62

14

1.9

6.6

7.4

7.4

9.2

11

13

11

9.2

3. a

a.c

3.8

p. 2

i.8

12

L

3 

1

2

1

1

1

U

25

9.8

9.2

10.8

25

6.6

IS

24

U

8.t)

».8

13

U

U

13

la

b.2

11

9.2

B.8

8.8

B.8

2

5 

5

5

ij

4.8

2.1

2. 1/

2.C

y.l

9.85

24

2.0

7.6

t.2

6.6

11

^.2

b.O

3.1

3. a

Z.C

1.0

1.0

1.0

2.0

3.0

5.0

1.0

2.G

5.C

5.C

3.0

5.0

10

5.14

20

1.0

30

41

30

29

23

22

22

19

24

20

15

15

Z3

16

24

29

26

27

20

21

19

22

15

 

22. «

41

12

14

15

15

24

13

15

16

15

25

14

12

12

13

11

8.2

10

7.3

7.8

8.2

3.0

8.2

8.2

7.3

3.2

H.e

24

6.2

2C

12

11

*- .2

t.2

B.2

7.B

3.8

4.4

5.6

5.4

4. a

3.6

2.4

2.1

l.fl

1.6

1.5

1.5

1.5

l.S

1.9

l.a

1.2

4.46

20

1.0

IN .90 

IN .1C

l.C

1.3

1.3

1.5

1.7

1.9

1.3

i.:

l.Z

1.2

1.2

1.2

 90

.4^

1.0

.1 U

.2C

l.f

l.C

5.8

5.8

4.4

2.1

.90

. 9^

3.C5

35

.10

AC-FT 

AC-FT

S.2

U

27

e.s

11

7.8

35

12

11

16

12

7.4

16

15

a. 8

17

2.4

2.2

2.1

1.5

1.5

1.3

1.3

R.91

35

1.2

8,72o

9,440

1.2

1.3

1.2

1.1

1.1

1.5

1.6

1.5

1.1

1.,'

:£.to

.40

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.ir

.10

.10

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.20

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.20

.20

.64

1.6

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 J

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 -

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1,430

69

16

12

11 

13

11 

5.1

3.3

2.2

2.?

2.7

3.1

1.9

2.4

52.6

1,430

.10

7.4

4. H

3.1

2.1

3.1

3.2

109

70

ftl

29

12

15

15C

45

IH 

13

11

3.8

8.8

9.

0.

5.

0.

5.

5.

21.

15 >

3.

.

1

i

3

4

5

b

7

8

9

10

11

12

13

14

15

16

17

18

19

ZC

21

22

23

24

25

26

27

28

J9

30

MEAN 

MAX

5.4

5.4

5.8

5.1

4. a

4.4

4.4

4.8

4.4

4.4

4.4

4.4

4.4

4.4

4.8

 ,.8

4.4

4.1

9.7

13

9.2

1

1

1

*

2

1

I

1

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7.44 

13

5

3

1

1

^

0

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0

0

9.8

9.8

9.2

9.8

10

11

9.8

9.2

9.8

14

10

9.8

10

11

11

11

12

13

5.8

8.8

11

 __

10.7

1

1

1

1

1

11

8.2

7.0

6.6

5.4

4.0

2.0

H.C

t>.b

3.0

10

15

15

15

18

10

5.0

5.0

10

23

20

1°

19

ie

17

15

17

16

IS

18

It

15

15

15

10

4.0

6. C

a.C

10

15

2L

21

18

2G

18

18

18

16

la

17

17

21 16

22 21

11.7 15.8

5

5

2

6

1

2

5

5

2

3

2

1

8

8

5

8

o

5

5

5

4

4

4

3

3

2

2

2

3

 

- - ~

IB. 5

3

3

3

1

1

1

0

3

2

1

1

1

1

1

1

1

1

3

7

1

1

1

9.2

8.0

7. a

8.5

8.2

a. 2

8.8

8.8

10.9

1C

4.0

3.1

7.7

8.5

3.2

1.9

5,3

5.6

3.6

2.4

3.1

2.7

5.6

5.5

3.6

4.1

7.1

1C

4. a

3.3

5.8

6.6

6.2

5.4

3.6

3.6

3.6

3.8

5.1

- '

4,96

BER 1963

7.C

5.2

2.1

2.2

2.2

1.3

1.9

1.8

2.2

19

16

4.1

3.3

2.9

3.1

2.9

1.8

1.5

1.5

1.5

1.3

.80

1.2

.60

l.C

.70

12

21

17

18

5.84

7.4

4.4

11

21

8.3

3.6

1.7

1.2

.60

1.2

17

20

53

420

25

15

11

7.1

5.4

4.1

rf.6

8.2

1.8

2.4

2.4

2.1

1.6

1.2

1.2

L.I

22.2 

420

1,320

I.'

J.4

20

4.6

1.5

.90

.60

.40

.60

.50

.40

.40

.50

.6C

.40

.40

.50

.40

.50

,41

.50

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.AC

.40

.40

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.5C

.4C

 3 C

.30

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41.,,

1.34

2C

«

.30

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.30

.20

.20

.20

.20

.20

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.20

.20

 20

.20

.20

.40

.60

.60

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.30

.30

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L _:.«

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IS

.20

.20

.20

.30

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.40

.5C

.40

.40

.30

.40

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.60

.6C

145

33

16

15

28

17

12

11

1C

7.4

6.6

5.8

4.1

3.3

4.1

4.4

1L.O 

L45

655

AC-FT 9,650
RED RIVEH BASIN

7-3000. Salt Fork Red River near Wellington, Tex.

Location.--Lat 34°57'85", long 100°13'30", near center of stream on downstream side of bridge on 

U.S. Highway 83, 4 miles downstream from Fort Worth and Denver (Burlington) Railway Co. bridge, 

4f miles south of Lutie, and 6| miles north of Wellington, Collingsworth County.

Drainage area.--1,222 sq mi, of which 209 sq mi is probably noncontributing. 

Records available. June 1952 to September 1965.

Gage.--Water-stage recorder and wire-weight gage read one or more times daily. Datum of gage is 

1,941.41 ft above mean sea level, datum of 1929.

Average discharge.--13 years, 76.3 cfs (55,240 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (5,000 cfs), water years 1961-65

Date

Oct. 12, 1960

Oct. 15, 1960

Oct. 18, 1960

June 3, 1961

July 15, 1961

Time

0200

1600

0200

0200

0400

Discharge

8,640

6,810

5,060

* 16,300

6,440

Gage 

height

7.67

7.22

6.78

9.10

7.12

Date

Apr. 26, 1962

June 15, 1962

Aug. 1, 1962

Sept. 16, 1963

Time

2230

1000

0600

2100

Discharge

* 11,700

5,230

11,200

* 7,550

Gage 

height

9.00

6.76

8.22

7 .78

Date

June 14, 1964

Sept. 23, 1964

June 4, 1965

Time

0930

0700

0200

Discharge

7,050

* 7,550

* 22,500

Gage

height

7.52

7.60

10.00

al minimum discha

Water year

1961 

1962 

1963

Date

May 11, Sept. 2 

May 26, 1962 

May 29, 1963

Discharge

a 1.1 

a 1.3 

1.6

Gage height

3.66 

4.21

Water year

1964 

1965

Date

Aug. 8, 1964 

Aug. 28, 1965

Discharge

1.1 

1.8

Gage height

4.30 

3.95

Daily.

1952-65: Maximum 

curve extended above 

June 19, 1952.

Maximum stage sin

discharge, 146,000 cfs May 16, 195V (gage height, 19.00 ft), from rating 

11,000 cfs on basis of slope-area measurement of 63,400 cfs; minimum, 0.1 cfs

ce 1910, that of May 16, 1957, from information by local residents. 

Remarks . --Records poor. Several small diversions above station for irrigation.

CISt-HARGE, IN CUBIC FtET PER SECOND. W4TER YEAR OCTOBER 1960 TO SEPTEMBER 19C1

1

2

j

5

t,

7

8

y

li/

11

12

13

it

15

It

17

18

15

20

21

23

20

i7

-ti

2 =

3C

MF/SI\

KIN

13

14

15

2t

22

li

14

13

13

BbB

3,42<-

35,

i 07

1.1K

53tf

73-

2,81^

l,S3L

<" 2

539

370

2^0

303

3L J

3*-^

27U

5il

13

:2i

144

52

5C

48

45

5U

41

41

52

57

54

52

7u

47

25

2d

33

37

41

45

5..'

«

j7L7

53.7

23

31

5u

54

t3

4^

41

57

64

Su

124

>42

23

Id

26

3.5

i .4

5.0

13

20

4.6

11

62

67

61

67

72

52.2

1.4

56

45

43

47

45

45

34

22

26

31

32

32

25

26

23

37

31

30

26

25

52

S5

10

10

10

JC

64

3o. 8

10

161

1C7

113

89

75

84

94

9J

50

<jn

90

°1

68

88

& ,

84

72

78

83

158

78

54

37

33

35

 

 

 

B5.8

33

28

33

2t

25

31

23

? 3

;3

25

28

3f

31

30

Z*

35

2C9

161

160

ISO

72

43

50

54

52

45

43

65

143

58.1

19

111

tc

70

43

47

54

7r

56

43

30

25

IB

Ift

18

15

12

13

11

6.S

6.2

6.5

6.9

5.5

5.5

7.7

6.9

6.9

29.1

5.5

7.7

1C

11

12

.0

.7

.9

.0

.1

.8

.5

.8

.2

.7

.7

IB

40

20

16

9.3

13

.1

.2

.5

.9

.2

9.30

1.1

3.7

66

3,770

343

lt7CO

534

126

fl4

64

52

39

30

25

57

67

50

31

26

25

16

31

85

35

22

15

11

271

3.7

9.3

10

11

7.4

4.2

5.5

66

180

"0

45

30

43

59

1.720

5bO

243

69

22

IB

5C7

191

51

IB

6.9

4.2

4.2

4.C

15*

3.7

3.7

4.2

3.2

3.2

4.5

5.5

5.5

5.5

2.7

4.2

29

18

7.7

6.9

6.2

6.2

6.?

99

75

49

4.

4.

2.

2.

2.

2.

2.

12.

1.

SEPT.

.3

.1

.0

.2

.9

.3

.2

.8

.3

.8

.2

.7

.7

.3

.0

.7

.6

1

.8

3

.0

.2

.2

.2

.3

1

178.4 

5. Q5

1.1
RED RIVER BASIN

7-3000. Salt Fork Red River near Wellington, Tex. --Continued

CAY

1

2

3

b

7

10

11

12

1J

14

16

17

20 

21

22 

Z3 

24

25

27

26

29

3C

MEAN

MA*

MIN

It,

6.^

7.6

t.2 

6.3

14

32

2^

2C

14

11

11

13 

14

13 

11

12

7.0 

13

15

£»6

18.0

sa

6.5

37

112

tB

3-

f

31 

3t

38

33

j^

36

62

35

35 

41

48 

3D 

35

32

31

4C

5C

46.7

176

28

b

H

B

5

»O

5C,

35

25

2C

3C

82

70

41

34

56 

55

54

03

46

30

48.9

az

2U

80

74

6S

51

QO

50

30

20

30

60

88

8Z

60

50

40 

80

158

136 

75

53

6U

72.8

186

ZO

72

56

48

34

27

Z5

25

29

27

23

35

36

32

29

25 

23

20

20 

15

 

_____

31.5

72

15

15

30

46

40

36

32

25

25

24

21

25

28

29

27

24 

20

20

22

la

19

27.2

52

12

15

21

Z2

35

52

29

24

24

26

24

Z2

15

14

11

11

9.4 

10

10

1,370 

159

110

91

113

1,370

9.4

76

41

35

20

2C

10

9.3

9.3

8.0

6.9

10

127

30

15

11 

4.2

2.7

3.0 

3.2

4.8

5.5

24.4

127

1.3

JUNE

20

20

18

30

23

35

20

66

183

73

26

293

75

150

18 

11

8.0

180

41 

13

11

13

139

1,900

8.0

JULY

10

P.

6.

7.

1.

3.

4. 

3.

3.

6.<

4.

2.

3.

3.

4.Z

12

13 

172 

2C4

614

111 

103

110

126

60.8

614

1.6

AUG.

4.88C

417

115

50

25

16

3.3 

4.8

7.7

1C

16

11

84

12

2.0

3.7 

7.7

9.3 

7.7 

6.2

5.5

4.8 

3.7

3.7

2.7

189

4,880

2.0

SEPT.

4.8

7.0

30

10

15 

14

10

8.4

8.4

6.9

6.9

6.9

114

Z02

5.5

1,060 

54

8.4 

10 

12

38

25 

23

22

20

61,7

1,060

4.8

AC-FT 50,320

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 70 SEPTEMBER 1963

1

2

3

4

6

7

8

12

13

14

15

It.

17

13

19

20

21

22

i.3

24

25

26

28

25

Mf AN 

MAX

Z2

2D

20

22

15

16

15

15

20

19

la

13

13

18

2Z

32

41

bo

39

20

25

26

ZS

2<J

26

23

23.2

19

15

20

2C

20

IP

16

18

15

16

16

It

16

2ft

58

57

52

43

41

37

35

35

13t>

54

3<=

3^

35.3

52

112

164

as

41

35

37

32

31

28

31

47

41

41

39

45

57

5t,

47

43

3=

41

40

47

93

57

51.2

39

41

43

54

52

43

41

41

20

15

15

20

20

2C

25

25

30

28

31

30

3C

30

3D

20

25

25

31.8

66

205

60

54

52

47

45

50

40

40

50

60

84

70

60

55

52

40

40

47

62

47

33

28

 

_____

57.0

28

31

41

95

26

15

22

19

43

33

23

22

25

18

14

9.3

10

11

10

10

9.3

7.7

6.9

8.4

7.7

B.4

22.6

32

43

29

28

25

25

24

17

11

1C

°.4

8.8

6.5

6.0

7.6

6.5

5.6

5.6

4.7

5.1

7.6

8.2

8.8

7.1

4.7

5.1

13.8

5.6

6.0

5.6

5.6

8.8

6.0

4.0

3.0

3.0

3.0

3.0

3.3

6.0

3.3

2.8

2.8

2.5

2.5

2.5

3.0

3.3

3.3

2.8

2.2

22

406

21.5

77

188

224

109

32

239

552

144

43

45

45

72

72

61

74

69

60

29

19

15

13

11

9.4

8.2

7.1

6.5

82.2

5.6

5.6

5.L

4.0

3.0

3.3

4.0

3.3

5.6 °.o

15

7.6

10

5.1

5.1

4.7

5.1

5.6

5.6

5.1

5.1

5.1

5.1

6.5

6.5

6.0

5.58

5.

5.

4.

5.

5.

5.

5.

5.

5.

717

224

109

48

19

26

22

25

14

9.4

11

8.2

6.0

6.0

5.6

9.4

19

44.2

38

105

32

19

11

10

10

10

28

19

16

1,070

1,350

109

72

48

31

20

14

10

8.8

8.2

7.1

7.1

5.1

5.6

104 

1,350
RED RIVER BASIN

"-3000. Salt Pork Red River near Wellington, Tex.--Continued

1

2

6 

7

8

10

12 

13 

14 

15

16 

17 

16

20

21 

22 

23

24 

25

27

28 

29

31

MAX 

M1M

CISCHA

1

6-5 

6.5

7.1 

6.5

6.5 

6.5

7.1

7.1

6.5

7.1 

7.6

8.2 

6.8 

14

5 

1 

1 

1 

1

1

0

3.8

 !^L

5.6

15 

13

12 

12

12 

12

15 

14

13

14 

14 

15

14

13

53

3B 

31 

24

14

14 

14 

14

-- 

11

13 

13

14 

15

16 

15

14

17 

IS 

2C 

21

21

ie

18

16 

14 

12

34 

27

12

5C 

58

27 

24

24 

24

20

18 

12 

12 

15

15

15

52

40

25

25

21

21 

24

52

12

58 

36

107

80

50 

40

48

77 

77 

67 

72

65 

54

46

45 

43 

43

27 

25

27

 

27

35 

34

2? 

17

17

27 

21

20 

21

73

b4

38 

14

IB

12 

12 

11

11

11

11

6.5

14 

1C

8.2

a, 8

9.4

7.1 

7.6 

7.6 

7.6

t.5

7.1 

7.f 

8.2

6.C 

6.0

6.0 

6.0

- 

5.6

1

7.6 

7.6

7.1 

7.1 

11

80 

14

13

13

10 

9.4 

13

13

a. 2

6.C 

6.0

5.1 

4.7

59

la

34

___ 22

121

1C 

«.2

a. 2

5.1

?.r

31 

55 

13C 

2.67C 

33'

68 

36 

2? 

11

7.C. 

6,0 

7.1

6.5 

5.t

2.1'

4.7

4. "5

4.7

3. r 

3.3

3. 

3.3

2*J

1

2.,

l.e

j.d

l.K 

1.6

2.'l

2-r 

ie

42

13

6.5 

4.3

3.6

2.2

2.2

2.0

2. 7

4? 

1.6

-^

1.5

2.0

?,8 

2.8 

f *

42 

13

5.1

6.5

16

552

l.a

1

2

3

4

13

b

7

a

3

lu

11

It

I *

it

15

Ie

17

IB

i;

20

21

2<:

23

24

25

26

27

23

2"

"i

ME/SI><

Ar-t-T

e.2

5.h

5.U

4. 3

t.7

4. 3

4.3

4.3

4.3

4.4

e- <<

11

7 .c

7. i

c.5

6.0

4.7

3.3

4. J

4.3

5.1

5.1

5.1

1C

183

35

11

5..,

 t. _>

3.3

L t:

Tt,',

DliuHAt

2.9

3.C

J . rt

l!i

38

40

I ^

11

i:

u

^ b

7.0

11

27

 03

j^

-.0

(- 1

t31

; 7

2 =

; .,

23

2 J

^^

c 7

_-i ^

ij

35.1

2^

Gt, IN CUBIC FfctT

2L

27

2C

2C

29

4U

Hh

41

122

b2

H!

2b

25

23

2C

15

15

20

35

£C

t4

2b

if

t2

25

27

fi

2^.9

1C

1,.

23

26

2 =

25

23

25

25

23

20

2'-'

45

J' 2

2 3

2 3

2v

27

24

22

27

2'S

2F

27

2 3

23

2o

It

17

18

13

22

It

1.54

24

23

21

23

24

28

27

24

34

30

48

41

32

27

24

24

25

28

24

23

i2

19

ir

5. j

10

15

12

:2

__ _-

::::::

23.,

1 33"

25

25

23

17

l c

17

16

It,

15

15

!^

31

43

31

23

2r

16

12

11

12

11i -i

17

I 3

11

11

M . ^

11

14

12

I. 1 *

1,"

YEAf 1 ( T'

9.4

11

11

11

12

7.1

f_ . ^

7.6

11

11

3.6

4.3

5.6

121

8;

23

14

11

b. P

s.2

7.6

6.0

t .0

6.5

11w.g

f-,5

4.7

"l^.l

<-1 1

HER 1964

4.3

3.1

3.3

5.<_

46

14

1 0

8. «

7.6

17

14

11

14

16

16

a. 2

5.1

5.1

5.6

5.1

4. 7

4.7

5.1

6. C

8.8

10

4.3

5.1

3.6

2.8 

2.2

8.61

2.2

53C

TLI SEPTEMBFP !<-,65

2.0

16

1.34C

5 ' C6r

l.«-7C

25b

1 46

126

llf

11'

23°

4C*3

444

318

353

177

7?

50

41

it.

73

21

18

16 6>-8

am

1 V

71

37

18

4'5

2.C

"'"

1C

P. S

a. 2

° .'-

a.fl

l^

11

if

ir

 " *

8.0

7. r

5. I

6.5

6.5

6.T

8.2

7.1

4.7

4.7

6.5

7.1

7.1

7.1

«.- 

P.P

6.5

7i

2 5

ID 

7.1

1C. 7

4.7

. J__

'.0

5.6

4. P

*.<-

3.7

15

1'

4.7

4.7

5.1

! 1

5.6

4.7

5.1}

6.5

£ . r

4.7

2.3

3. j

2.B

6. 4~

11

34

9.5

3.0

? . *>

1.3

2. i

3.3

'"39

l.e

 »~

1.6

5.3

? r

15

72

5.1

4.7

4.7

i.l

5.6

5.0

4.3

-,.3

4.1

4.3

3. 1

8.7

65

125

1?0

? ^

17

14

7.1

3.C

1

6.5

S.C

6.2

535.1 

17.8

2.0
RED RIVER BASIN

Location. Lat 34°52i, long 99°31', in aW-j sec. 34. T.5 N., R.H2 W., near left bank

side of pier of bridge on State Highway 34, 0.5 milt south nf Mangum, 1LJ jnl.lt

Fish Creek, and at mile 35.5.

Records available.--April 1905 to June 1906, October 1937 to September 1965. Monthly discharge only 

for some periods, published in WSP 1311.

Average discharge. 38 years (1937-65), 92.7 cfs (87,110 acre-ft per year). 

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (6,000 cfs), water yeara ldbl-65

Date

Oct. 12, 1960

Oct. IB, 1960 

June 3, 1961

Time

0830

0300 

1130

Discharge

10,300

11,200 

« 17,200

Gage 

height

10.22

10.40 

11.30

Date

Aug. 1, 1962

Sept. 20, 1962

Time

1130

0800

Discharge

11,200

3 . 820

Cage 

height

10.50

10.03

Date

June 14, 1964

June 4, 196S 

June 5, 1965

Time

1930

0815 

0900

Discharge

* 8,620

* 27,500 

6,770

Gage 

height

10.11

12.33 

9.70

No flow at times in each year.

1905-6, 1937-65: Maximum discharge, 72,000 cfs May IF,, 1957; maximum gage height, 14.7 ft 

June 16, 1938; no flow at times In each year.

Maximum stage known, 14.7 ft June 16, 1938, from information bj local resident.

Remarks. --Records fair. Records of chemical analyses for the water years 1961-62 are piiblished. in 

reports of the Geological Survey.

Revisions (water years).--WSP 1211: Drainage area. WSP 1241: 1933.

1 

2

4 

5

7

8 

1 

10

11 

12 

13 

14

lo 

17

18

20

21

22

25

26 

27

28

30 

31

MAX 

MIN

15 

1% 

14

13 

13 

13 

12

o.lflO 

1,540

4Su

2,640 

2,130

1.25J

322 

22J

luO

276

26C

120

100

12

V4

94 

lOtj

8^ 

75 

75

63 

94 

ICO

a c

118 

112

79

84 

94

75

75

58 

55 

7=)

125

11 a 

73 

167

511

523 

1VS

85

75

58

89

69

125

52

18C

lao

HI

06

66

5«

58 

66

79

52

35

32 

30

55

195

30

4U 

189 

140

214 

185 

256

136 

64 

84

62

370

189

125

84

::::::

t>2

43

37

3C.

1,

iJ

46

13:

43

4S 

61 

127

t2 

110

3' j

214

4b

4i>

1C 9 

66

42 

35

2f

16 

15

11

^.0

e.r

7.0 

6.0 

5.C 

4.0 

3.C

3.C

3.LJ

3.1

3.6

1.3

.40

0 

0

c

0

0

0 

0 

1.8

30

3. 7 

1.2

0 

0 

0 

0 

0

0

4 '^

15C

17, 

7C 

56

43 

1° 

<4

31 

34 

'4 

36 

*7

31

26

21

265 

78 

54 

47 

43

C

3-

3 s 

'7 

37

7 1 

74 

51 

1,11 i

5ub 

256 

12C 

T 

4-

l^^

844 

fa; 3

55

3i 

26 

17

4.5

.60 

5,140

1 

.7 !

1.7 

}

1

0

3.7 

3.6 

1.4

.90

1 

J 

Z7

t, ~> 

 il 

34

?:>

9.C

5.4 

3.3 

3.3 

2.1 

1.5

C 

45"!

.=C

2.1 

1.?

.hC 

i.l

12

f

C 

0

C

r

c 

r

c

c

134

CAL YR 1900: TOTAL 68,984.20 MEAN 188 MAX 8.72C WIN 0 AC-FT 136,800 

WAT YR 1961: TOTAL 61,507.t>0 MEAN 169 MAX 8,720 MIN 0 AC-FT 122,000
RED RIVER BASIN 

7-3005. Salt Fork Red River at Mangum, Okla. Continued

DISCHARGE, IN CUbIC FEET PER SECOND, WATEK YtAP OCTOBER 1961 TO SEPTEMBER

1

2

3

4

5

6

7

a

9

10

12 

13

14

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

TOTAL

MAX 

MIN

0

0

0

0

0

0

*J

0

.30

0

0 

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

1.4

J57

72

24

14

"5.2

7.7

T.c.

1.2

7.2

b.S 

6.8

Ib

27?

68

27

20

20

20

21

23

33

33

30

26

22

21

19

1.4

18

20

4C

45

48

37

37

4t

48

02

36 

26

26

5C

80

65

55

42

35

30

26

23

2C

18

16

15

17

19

15

19

20

27

35

48

33C

£50

39

7U

32

16 

14

14

22

3D

44

26

18

14

14

16

3t>

50

5-30

717

Z38

110

79

14

53

58

b5

52

45

40

37

37

40

4C

52

37

32

32

32

27

23

22

21

13

16

14

15

16

6.0

5.0

 

 

5.0

6.C

11

16

26

25

48

32

23

22

22

13 

17

16

12

It,

B.7

7.7

1.8

12

L2

0.8

6.4

4.8

4.5

4.5

2.5

.70

.60

.23

.10

0

C

.50

2.S

10

sc

SB

66

26

1° 

15

12

t.4

4.5

2.4

1.5

1.0

.50

0

0

1.5

3.6

12

3.71C

557

85

50

C

40

38

36

35

31

28

25

21

18

15

9.8 

5.9

L.5

.30

0

6.9

55

40

31

28

29

247

195

40

28

19

11

5.0

0

19

3C

26

25

31

36

43

64

20=.

86

ac 

115

127

926

108

67

273

331

77

46

36

27

25

23

84

50

33

24

19

ir

< .3

C

0

'-

c

Q

0

0

134

16

C

c

^

16

107

9D

34

3°

131

673

258

90

56

53

4=)

a

3,850

t63

278

175 ")

60

44

3J

25

20

1L

0.8

e.l

6.0

5.1

9.4

10

3.3

0

0

0

o

c

-

c

i.'

^J

0

_,d5C

0

0

c

'-

0

0

u

3

3

2.6

£93

1=4

80

3, in

656

52

34

31

36

33

37

34

? a

25

5,251.6

3,110

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5 

6

7 

8

9

10 

11

12

13

14

15

16

17

18

20

21

22

23

24

25

26

27

23

29

30

31

MEAN

MIN

24

23

22

21

25

38 

31

28

26

24 

23

22

20

17

19

26

33

48

42

41

36

31

31

36

58

16

14

14

28.4 

58

14

15

16

15

14

15

16 

16

16

16

15 

15

14

14

14

16

20

30

26

25

23

23

22

29

110

96

80

70

 

27.9

14

72

82

105

144

111

78 

74

56

56

37 

33

35

31

31

37

29

39

41

37

35

36

39

40

42

43

46

48

66

54.3

27

56

54

53.

52

55

61

53

45

43

13 

14

15

20

20

20

20

15

14

13

12

11

12

13

11

13

15

20

26

28.9

11

55

100

169

85

62

42 

37

35

40

3D 

26

23

30

35

42

71

70

62

52

42

40

35

45

40

32

 

 

 

54.4

26

30

30

37

70

58

75 

66

79

66

48 

37

35

33

28

20

16

12

10

9.2

8.2

7.2

6.4

4.5

3.2

2.6

2.2

2.6

4. a

32.2

2.2

6.8

9. 8

16

16

19

20 

18

14

12

9.2 

6.4 

3.4

2.2

1.0

.50

0

C

0 

C

C

0

0

c

0

0

0

0

0

0

_____

5.88

0

0

0

0

(,

0

0 

0 

0

0

0

0 

0 

0

0

c

0

0

0

G

c

0

0

0

0

0

0

0

c

0

2.24C

994

104

0

1,240

56

907

316

153

23 

16 

1,320

700

112 

42

361 

55

44

40

3G

40

66

75 

70

27

32

8.7

.90

.20

0

0

0

0

0

_ _____

191

C

11,370

0

0

Q

0

0

0

0

c

0f)

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

0

3

0

c

0

0 

0

0

t;

0

0

8^2

91

13

1.5

0

0 

0

c

0

0

0

0

3.6

0

0

fj

0

c

1,001.1

32.3

3

1,590

0

C

21

8.2

.80

.40 

C 

0

C

0 

.20

C 

r

P

0

3,210

23 r

4.8

3.2 

2.2

1.6

1.2

.90

.60

.40

C

C

0

0

c

______

3,485.50 

116

3,210

0

6,910

CAL YR 1962: TOTAL 30,118.50 MEAN 82.5 MAX 3.85C MIN 0 AC-FT 59,740

WAT YR 1963: TOTAL 20,449.50 MEAN 56.0 MAX 3,210 MIN 0 AC-FT 40,560
RED RIVER BASIN

7-3005. Salt Pork Red River at Mangum, Okla.--Continued

Gt, IN CUbIC FcLT PER SECOND, WATER YFSP OCTOBER 1S63 TO SEPTEMBER 1964

1

t

3

H

=

c

7

H

U

il

1.!

13

i4

15

13

i7

lo

Iv^ c

21

22

23

24

25

2o

Z7

2b

J,

31

TOTAL

MEAN 

MAX

Hlri

AC-FT

^

0

,_

£

C

c

^,

^

3

^

0

_

(j

G

J

0

_,

c

^

1.5

b. ^

.£ 

L

U

<-

U

.6'.

27

4h>

jB

75

7-

*5

4ti

^7

Ib

t 4

^3

la. 9

7J

l.tu -

2i

^

£.0

21

I"

16

13

1 J

^ T

1 =

IB

1 =

1J

d.lj

1'j

lo

15

Ib

13.

2u

12

U

15

2L

3-

5u

t4

40

33

35

45

23.1

a. i.

1.43U

62

bfc

37

HZ

66

4e

4t

32

? j

ie

14

c. 0

4.0

3. G

4.0

fc.G

fc.O

12

16

21

JC

27

2J

zc

17

IP

If,

15

14

IB

24

24.1

3.0

22

2t>

51

320

1,12'j

5uO

?6'j

12C

55

66

lOb

75

7?

73

84

6b

62

42

3j

24

27

28

24

23

21

24

28

30

28

 

118

1.120 

20

28

27

Tf,

24

22

20

i 6

14

14

12

11

8.2

6.S

b. H

6.1.

3.=;

3.2

5.1

14

20

75

58

27

20

15

13

7.7

4.2

3.2

1.3

1.3

16.6

1.3

1.3

1.0

.60

.50

.5C

.10

c

t

£

c

o

0

r

0

(

c

c

0

0

c

c

c

(j

0

c

c

c

c

c

c

.13

1.3

0

IK C

IN C

0

0

J

0

0

0

0

,<9C

87

50

22

9.2

1.2

.2C

12

5.9

1.0

0

0

c

0

0

0

0

0

0

0

.40

241

180

IS. 7

0

AC-FT 

AC-FT

112

52

18

9.2

l.o

.60

.10

0

o'-'

.40

1.7

169

3,200

1,310

49

14

9.8

4.5

2.5

8.7

2.B

2.3

1.3

.70

.10

0

0

0

0

4,969.60

166

0

30,240 

24,730

0

0

r)

0

0

0

c

^

0

c

0

7-

C

0

0

0

)

T

3

0

r,

0

3

0

0

0

0

0

0

0

0

c

0

0

3

C

C

"

0

0

^

0

0

0

0

0

0

5

-,

0

0

0

c

3

0

"J

0

c

0

0

0

0

3

0

0

0 

0

0

SEPT.

0

0

c

3

c

0

0

0

0

<-

0

0

3

0

0

27

35

JB

12

35

0

C

250

542

16

9.8

9.2

9.2

5.6

1.4

980

32.7 

542

0

LISCHARGE, IfJ CUBIC FEET PER SECOND, WATER YEAP OCTOBER 1964 TO SEPTEMBER 1965

1

2

2

4

'

6

7

a

i

li.

12

13

15

17 

Iti

1^

2-j

21

2i

23

2^

25

26

27

28

2"5

MEAN

MIN

0

L

0

i_

3

i^

0

"

C

-

^

,,

c

^

^

^

11

2j

IS

10

8.u

2C

2.C

.30

1 ^!

2 ^

Z7

12

35

70

45

--

14

6.7

10

121 

153

1^5

l^t

75

45

.3

27

t7

<!7

t 7

.ib

.-4

^t>

723

.3u

28

28

33

2C

Ib

2L

25

35

39

94

162 

94

52

25 

20

3v,

4«

=0

55

70

5t

52

4C

32

2a

26

22

415

16

^3

27

23

24

26

28

37

20

IB

30

52 

66

32

<:2 

26

26

23

27

33

37

26

26

21

17

16

14

14

2?o6

10

9.0

8.G

10

12

26

22

20

19

55

132

B9

37

24 

26

22

21

23

19

3.0

5.0

lj

15

16

11

__ _

 

132

3.0

18

=>.8

6.8

4.0

8.1,

17

13

12

11

8.7

27

35

125

30 

12

14

8.0

1C

21

14

6.0

5.0

7.0

12

10

7.7

6.6

125

4.0

7.2

1C

11

13

11

3.9

45

65

B.7

5.2

15 

6.0

352

1C 2 

62

5C

36

26

IB

It

7.2

4.8

9.C

11

9.C

b.C

3.9

927

3.9

IN C

l.e

0

0

0

0

0

3.1

17

7.2

13

10

20

14

5.4 

5.1

3.5

.90

0

0

0

1

0

c

0

0

0

0

?2

0

AC-FT

0

0

0

7, 70

2, 20

99

59

41

63

14

62 

40

10

83 

55

08

67

1

2

9

C

2 5

1,180

770

124

99

61

7,570

0

61,610

51

3<J

29

23

21

14

11

6.3

3.0

2.1

0 

0

0

0

0

0

0

0

0

0

n

0

0

0

0

0

0

6.43 

51

0

C

C

0

0

0

c

0

c

0

0

0

0

0 

0

0

0

0

0

0

0

0

c

0

r

2

0

c

0

0

SEPT.

0

0

0

0

0

379

25

14

6.4

1.6

0 

0

0 

B.5

3.85C

331

1,180

87

43

39

26

19

14

11

9.0

7.5

202

3,850

0
41P RED RIVER BASIN

7-3011. Turkey Creek at Olustee, Okla.

Legation.--La t 34°36', long 96°26', In NW-f sec.5, T.I N. , R.21 W., near right bank on downstream 

side ;if pier of bridge on county road, 3 miles downstream from unnamed tributary, 3.2 miles north

of Olustee, and at mile 6.4.

Records available. Occasional low-flow measurements, water years 1951-57. July 1960 to December 

1963 (discontinued).

Gage. Water-stage recorder. Altitude of gage is 1,330 ft (from topographic map). 

Extremes. Ma^lmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (1,000 cfs), July 1960 to December 1963

Date

Aug. 31, 1960

Oct. 13, 1360

Time

0100

0700

Discharge

760

2,520

Gage 

height

11.70

18.75

Date

Oct. 18, 1960

Sept. 21, 1962

Time

2200

0500

Discharge

* 8,000

* 3,640

Gage 

height

22.10

19.70

Date

May 30, 1963

Oct. 18, 1963

Time

2030

0400

Discharge

*2,960

8.7

Gage 

height

19.35

3.46

daily discharge, July 1960 to Dec

Water year

1960

1962

Date

Aug. 7-9, 13-15, 1960

Aug. 23 to Sept. 5, 1962

Discharge

0.5

0

Water year

1963

Date

Aug. 22-27, Sept. 4-13, 1963

Discharge

0.10

1960-63: Maximum discharge, 8,000 cfs Oct. 18, 1960 (gage height, 22.10 ft); no flow Aug. 29 

to Sept. 5. 1962, Oct. 15-17, 1963.

Floods in October 1919 and June 1941 reached a stage of about 22.6 ft, from Information by 

local residents.

Remarks.--Records good. Records of chemical analyses for the period November 1960 to September 1961 

are~published in reports of the Geological Survey.

DISCHAEGE, IN CUBIC FEET PER SECOND, JULY TO SEPTEMBER I960

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26 

27 

28

29 

30

31

TOTAL

MEAN

MAX

MIN

AC -FT

OCT. NOV.

 

DEC. JAN. FEB.

 

MAR. APR.

 

MAY JUNE JULY

> 3.0

2.5

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

1. 

1.

1. 

. 0

. 0

78. 0

2. 2

. 0

1 5

AUG.

.60

.60

.60

.70

.70

.60

.50

.50

.50

.70

.80

.60

.50

.50

.50

.70

.80

.90

16

17

4.4

149

12

3.6

2.1

41 

11 

3.0

20 

397

992.4

32.0

397

.50

1,970

SEPT.

11

3.8

2.5

2.1

2.0

1.8

1.8

1.8

1.8

2.0

3.2

3.4

2.0

1.8

1.8

1.8

1.8

1.8

1.9

1.9

2.0

2.0

2.1

2.5

2.4

2.5 

2.2

2.1

2.0 

2.0

73.8

2.46

11

1.8

146
RED RIVER BASIN

7-3011. Turkey Creek at Olustee, Okla.--Continued

IN CUBIC FEtT PER SECOND. HATEP YEAR OCTOBER 19eO TO SEPTEMBER 1?

1

2

3

4

5

6

7

8

9

10

11

12

14

15

16

18

20

21

22

11

24

25

26

27

2i

2-,

MEAN 

MAX

2.CJ

2.0

2.0

2.2

2.2

2.2

2.1

2.1

2.2

2.2

2.2

7 (,

2 2

2 2

9 2

5,* 0

5 0

4

5

; 3

5

6

1

3

f.

485 

5,41^

13

12

12

11

11

11

11

11

11

11

11

11

11

11

10

lu

in

1C

10

i j

lo

9.4

1C-

= .3

3. °

9.2

10.5 

13

a. s

8.9

5.1

9.6

3.8

i.6

9.8

9.4

9.2

11

13

13

10

9.2

8.7

8.5

8.5

7.8

7.6

B.O

S.L

8.5

8.3

S.I

8.0

13

13

11

9.9

9.4

S.I

9.1

8. i

8.7

8.9

8.9

b.o

0.9

8.7

d.7

8.5

t.O

b.C

S.I

6.3

8.3

7.5

7.d

7.8

t.L

b. 2

 ^

8.8

9.0

9.4

0

0

0

0

0

1

1

1

1

0

^.3

9.3

9.4

9.4

1

0

1

2

I

u

u

9.0

 

9.6

9.6

9 .6

10

=>.d

10

9.8

9.4

9.4

5.3

0

1

1

L

2

2 3.

7

7

1

3

8

7

6

^

6

7

7

7

6

4

3

2

3

4

3

3

2

1

1

1

1

1

1

^

K

9.8

5.4

9.6

6.=

S. r

8.f

7.S

8. C

8.3

8.0

7.2

6.3

6.6

6.4

6.3

0.3

6.1

5.9

5.7

5.7

4.7

5.1

0.1

5.7

5.2

5.3

11

7.1-

5. °

5.6

6.1

5.4

6.0

4

' 3

5

D

,j

6.4

5.2

5.2

4.7

4.7

4.6

4.6

4.8

4.5

4.2

4.2

4.2

4.4

5.0

5.2

4.7

4.0

3.7

44

3.3

J.3

3.3

'.4

3.J

3.')

2.9

2. -

3.1

3.3

3.1

15

3.5

3.8

3.6

3.C

2.P

2. 7

2.2

- . 4

3.3

?.S

2.7

2.5

? .<~

2.^

^.47 

IF

 '-

2.3

2 .^

2. *

2.3

2.4

1.4

2.3

1.4

2.4

2.3

2.3

2.7

2.7

2.5

2.8

2.o

2.6

2.3

2.r

2.0

2.C

I.I

r.c

1.9

1.6

1 ,t

" "

?.27

3.?

13-

1.7

i.e

;.(

... f

3.r

2.5

1.6

4.1

2.6

2.^

2.5

 >. 6

2. £

2.6

r.9

l.s

2.4

2.5

2.5

2.D

;.s

2.5

?.5

?. 4

2.4

J.71 

-.?

161

DAV

1 

2 

3 

4

5

7

12

13

15

16 

17

1>

22 

23 

2-*

25

27

26 

2^ 

JO

MEAN 

MAX 

HIN

OCT.

2.7

2.1

1.5

2.0 

5.2

2.5

1.9

l.d 

1.6

2.2

1.3

2.2 

2.1

2. . 

2.4 

2.7 

3,b

95 

1.5

N^V.

13

1 ,6

3.2 

3.1 

3.1

3.5

3.5

7.9

14

3.C

3.3 

3.-J

4.,

3.^ 

3.7

tti-)

DhC.

3.7

3.e 

3.6

3.6 

4.^ 

4.3

3.8

3.6

3.=

4.Z 

4.5

4.c 

4.C

3.9 

3.7

3.d 

J.7

;.7

3.t

4.5

JAN.

3.7

4.0

4.3 

4.5

3.H

4'^

4.5

H.5 

4..

3.5

4.5

5.2 

4.^ 

4.7

4.5

5.^

FEB.

4.5

4.3 

4.2

3.3

4.0 

4.1

4.3

3.i

3.'V 

3.S

3.0 

3.f>

3.7

3.6 

3.4

4.5

M4H.

3.? 

3.-' 

3.4

3.7

3. -

3.2 

3. J

3.4

3.-. 

3.3

?!

2. "i 

2.^

2. _

2..

'3.^

ItAPP.

l.f1.4 

] .3

^.5

;.i

2.0

i." 

i.f

1.6

l.e 

l.t

?.2

r.2

2.5

If 

112

1'.

3.7

Ii2

WAV

l.S

1.6 

1.5 

1.5

1.4 

1.4

1.5

1.7

l.t

L.5

1.6

Uc

1.4

4.2

}. 8 

5.1 

2.6 

1.'

5.1

122

JUNE

171 

317

3C

5o 

52

155 

15

2.S

2.S

25 

34

2.6 

2.2

2.2

7.E 

2.5 

2.0 

1.8

317

2,12r

JULY

1.7

1.6

1.4

1:!

.6C

1.1

-7C

).l

e.<- 

i:

31 

2.5

««

! = ;'

AUG.

.7

.0

.7G

l.t

. 7i

.1:

.12

.20

.20

.1" 

.1C 

D

.51 

1.7

SfPl.

c

C

. 1C .1'.'

.6C

.70 

.7"

7.1

34 e

ir 

150

141

11

5.7

5r 

R.4 

5.! 

4.6

11 =

2,161.

T,: 11

HAT VR H62: TUTAL
RED RIVER BASIN 

7-3011. Turkey Creek at Olustee, Okla.--Continued

DISCHARGE, I«t CUBIC FtET PER SECOND, nZTt^ YFAK CiCT'lBfR 1362 TU SEPTFCEE"

2

3 

4

6

11

12 

13 

It 

16

16

i?

Id

21

2j 

21,

It

31

TCITAL 

MEAN 

MAX 

MIN

4.1

%»

2v

5.^

4.1

3. a

3.^

3.3

3.7

3.s 

3. c 

4.5

4.6

4.0

137 

It

4,-;. 6

It,. I 

206

t:"

4.1

t.O 

4.1

4. 1

4.1 

4.1 

4.1

i.l

4.9 

4.7

3.<i 

3. ;

 ..?

J-;

125.6

4.19

3^9

4.0

4.1

3.5

3,b

3.H

j. e

3.fc 

4.0 

4.1

J.B

4.1

^.1

t. 1 

4.2

4.5

4.S

4.5 

4.2

4.C7

4 =

4.5

4.5

4.3 

4. 3

1.5 

3.9 

4^1 

4.'-

3.^

3.8 

3.8

4. 5 

4.3

4.15 

4.C 

3.7

4.6

4.3

4. r>

4.3 

4. 7 

4.b 

4.5 

4.2

5.1

5.1

4.7

4. a

5.2 

4.2

4. -

5.H

5.'

3.4

4.u

3. ; 

1.3 

3. >

4. 7

4.^ 

4.3

3.H

r.s

3.5

3.H

3.2

4.11

5.6 

3.2

3.5

3.f 

3.7

3.5 

3.6 

3. ft 

?.<v 

3.3

2.9 

2.6

I.I

l.F

1.5

:.a

2. ^7 

4.'. 

l.»

1.8

1.9

5.,

3. 5 3.'-

2.6 

,'.5 

2.5 

2.3 

2.1

2.0

2.0

1.4 

1.7

1.8

1.5BO 

It59.i

104 

1.5*0 

1.3

34'

y.

15

10C

3 f 

1'

7.r

4.6

4.2 

4.H 

4.5

' .6

3.2

".4

61.1 

1.15C 

2.4

i.r

l.a

1.7

l.'»

i.t

?..

1.6 

l.H

1.

.7-

1 .4

' .5

1.47

 6'-

l.»

1.0

I. 

i.r 

1.2

i.t

1. 1

.Q'-

.7i.

.1'

.1'-

.1C

.4"1 

. 3"

.73 

1.5 .1*

.10

.1C

.! 

. l r

.ir 

.lr

.2C

5'

IflC 

34 

7.'

!.?

l.C

. = 0

.">p

. 9 -

237.7?

If'. 

,lr

CAL VR 1962: TOTAL AC-FT 13,81i

DISCHARGE, IN CUBIC FEET PER SECOND, OCTOBER TO DECEMBER 19o3

DAY

1

2

3

4

5

6

7

B

,

10

11

12

13

14

15

16

17

18

IS

20

21

22

23

24

25

26

27

2d

2^

3j

31

TOTAL

MEAN

MAX

MIN

AC-FT

OCT.

.50

.BC

.9j

 50

.80

.5 j

.80

.80

.ec

.eu

.BO

. 8u

.7-

.4L

li

0

0

l.C

.2b

.30

.50

.50

.50

.60

.50

.50

.4&

. 3v

.40

.40

.3u

17.50

.50

1.0

0

35

NOV.

.-tO

.40

.50

.52

.50

.70

.50

. 6U

.7C

.80

.9L

.90

.90

.ac

.80

.rO

.ao

.80

2.4

2.7

.9

.8

.4

.4

 *

. 4

.4

.4

.5

. 4

 

3 .50

.08

2.7

.40

64

1.4

1.5

1.5

1.6

1.6

1.6

1.5

1.4

1.4

1.5

1.3

1.7

1.6

1.6

1.6

1.6

1.7

1.6

1.6

1.4

1.2

1.4

1.5

1.5

1.6

1.6

1.3

.7C

.50

.90

1.5

44. 7C

1.44

1.7

.5C

89

 

 ______ ______

1 

4U3. I SFPT.

 

WAT YR 1364: TOTAL MEAN MAX MIN AC-FT
RED RIVER BASIN

7-3013. North Fork Red River near Shamrock, Tex.

Location. Lat 35°15'50", long 100°14'30", on left bank at downstream side of bridge on U.S. 

 Highway 83, 2-j miles north of Shamrock, Wheeler County, 16 miles upstream from Oklahoma-Texas 

State line, and 23 miles downstream from McClellan Creek.

Drainage area. 1,082 sq ml, of which 379 sq ml is probably noncontributing. 

Records available.--February 1964 to September 1965.

Sage. Water-stage recorder and wire-weight gage read once daily. Datum of gage is 2,165.55 ft above 

mean sea level, datum of 1929.

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*), peak discharges above base (3,000 cfs), and annual minimum discharge

1964

1965

Maximum

Date

June 14, 1964

June 2, 1965

June 5, 1965

June 15, 1965

Time

0300

2100

0300

2000

Discharge 

( = fs)

* a 9,200

* 9,200

3,100

3,360

Gage height 

[feet)

5.60

5.60

4.63

4.68

Minimum

Date

At times

do.

Discharge 

(cfs)

b 0

0

Gage height 

(feet)

_

-

a Maximum for period February to September 1964. 

b Minimum for period Feburary to September 1964.

1964-65: Maximum discharge, 9,200 cfs June 14, 1964 and June 2, 1965 (gage height, 5.60 ft); 

no flow at times in 1964-65.

Maximum stage since 1915, 16.1 ft in May 1957 (discharge unknown), from information by State 

Highway Department and local residents.

Remarks. Records poor. Small diversion from McClellan Creek upstream.

DISCHARGE, IN CUBIC FEET PER SECOND, FEBRUARY TO SEPTEMBER 1964

1

2

3

4

5

6

7

8

 3

10

11

12

13

14

15

16

17

13

19

20

21

2.2

23

24

25

26

27

28

29

30

31

TCTAL

MEAN

MAX

MIN

AC-FT

_

_

_

-

_

' _

_

_

-

_

_

_

_

-

_

_

_

21

22

22

20

24

24

21

14

11

8.7

14

 

_

^

_

16

10

b.B

4.4

3.G

.80

0

1.6

2.2

2.2

2.6

1.5

.50

0

0

0

0

.30

1.1

3.0

3.U

1.5

.40

.20

0

0

0

9

0

0

a

62.30

2.01

16

j

124

0

0

c

0

0

0

0

0

0

0

0

0

0

c

0

0

0

<}

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

^J

0

.20

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0

50

1.0

29

27

76

183.20

5.°1

Tt

0

363

42

22

13

44

42

13

3.0

0

0

0

0

0

436

2.65C

193

96

56

19

1.1

0

0

0

0

0

0

0

0

0

0

0

3,635.1

121

2,650

0

7,210

0

0

0

0

0

c

0

0

0

0

0

o

0

3

0

0

0

0

0

0

0

0

0

0

0

0

0

1

u

0 

0

0

0

0

0

0

0

0

0

0-s

0

0

0

0

c

3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

n

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0

0

0

Q

0

0

0

3

o

T

1.8

6.5

n

0

0

0

0

0

0

0

0

0

n

0

0

3

8.3

.28

5.5

0

16
RED RIVER BASIN

7-3013. North Pork Red River near Shamrock, Tex. Continued

Huflj'-F III CUEIC FtbT PER 5rCJt«Ot hATE» YFAH OCTOBER 1964 TO SEPTEMBER 1'

_

5

^

5

0

7

d

! .

11

i ^

1J

iA

lo

17

1 d

1 =

2w

21

if

Jj

_n

*5

it

27

2°

«

lEAls

MAX

MI.v

AC-FT

«4T Yc

,,

'-

L

rj

*-

u

c

u

"

c

L

23

^1

_.

1.2

1

L

"

...

1-tftt! Tl 

1 id"-: J

o

t.L

7.4

3. *

. lu

"

1^

J

15*

75

17

3t

3b

5.1

7.H

A. S

H. f

Ha.7

7. A

0.^.

J.O

<;. -

1.1.1

TAL 15,^j

^.1

^ .1-

2.L

-l.L

25

17

<" 

tK

LL

lf>

1^

l t

Ib

1 j

i.i.

lj

2t

3-

2o

2^

it.

16

it

12 

It

1C,

13. B

t.C

"J

w

0. 1 J ,«

If

11

fc.C

11

Ib

It

1*

5.0

' !-

It

lb

2e

it

15

It

c.7

f . 7

It

IB

lo

1*

Ic

1C

It

^

*-.4

i.2

It

403.2 

13.i

H. R

EAN 

EAN il.7

5. 7

t.7

r< . 7

3.7

t l

21

It

7.»

32

75

^9

40

20

20

24

13

19

J*

2b

2t

26

14

11

5.J

5.1

13

29

20

_____

603.2 

21. b 

75

S.i.

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MAX 

MAX

IL

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2.6

2.3

3. -

4. J

t. j

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15

57

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38

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4Z

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5.1

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if 11:

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3.1

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25

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14

51

3D

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79

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n

.40

41

65

2C

1.8

C

^

IJ

c

0

^

C

C

0

C

C

C 

C

18.5

0

l,ir.t.

IN 

IN C

0

0

 J

u

3

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0

^1

3

0

r

Q

0

6t

32

4.7

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t;,

ij

0

c

0

0

3

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0

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0

a

102.7 

3.31

66

0

2.34

AC-FT 

AC-FT

412

1,833

1,040

l.azn

83'J

<J3

52

126

50

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135

510

171

662

234

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20

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7.1

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254

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11,064. 8 

369 

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30,160

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l.W>
RED RIVER BASIN

7-3U14.1. Sweetwater Creek near Kelton, Tex.

Location.--Lat 35°28'30", long 100°07'15", near- center of stream on downstream side of bridge on

 Farm Road 592, 5 miles north of Kelton, 8 miles upstream from Texas-Oklahoma State line, and

8.5 miles northeast of Wheeler, Wheeler County.

Drainage area. 287 sq mi, of which 20 sq mi is probably noncontrlbuting. 

Records available.--November 1961 to September 1965. 

Gage.--Water-stage recorder.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (500 cfs), water years 1962-65

Date

Apr. 27, 1962

June 6, 1962

June 9, 196E

June 11, 1962

June IB, 1962

Time

0300

0400

1530

1UOO

1000

Discharge

695

578

540

635

* a 770

Gage 

height

13.53

13.17

12.87

13. 10

13.81

Date

Sept. 20, 1962

June Z, 1963

Aug. 14, 1963

Aug. 19, 1963

Time

2300

0700

0230

1230

Discharge

515

565

810

* 910

Gage 

height

IE. 92

13. LO

13.89

14.15

Date

June 14, 1964

June 4, 1965

Sept. 21, 1965

Time

L800

1300

0930

Discharge

* 665

* 790

680

Gage 

height

13.44

L3.86

L3.52

xlmum for period November 1961 to September 1962

Annual minimum discharge, water years 1962-6

Water year

1962 

1963

Date

Aug. 30, 1962 

Aug. 12, 1963

Discharge

a 1.7

0

Qage height II Water year

6.03 1964 

5.77 1965

Date

At times 

(b)

Discharge

0 

.10

Gage height

1

a Minimum for period November, 1960 to September 1961. 

b Oct. 5, 12, 1964, Aug. 30, Sept. 3-5, 1965.

1961-65. Maximum discharge, 910 cfs Aug. 19, 1963 (gage height, 14.15 ft); no flow at times 

in 1963-64.

Maximum stage since 1882, about 20 ft May 16, 1957.

Remarks.--Records good. Diversion above station for ranch use.

DISCHARGE, IN CUBIC FEET PER SECOND, NOVEMBER 1961 TO SEPTEMBER 1962

1

z

3

t

5

6

7

s

q

lu

11

1*

13

i4

15

16

17

IB

1,

23

21

22

23

24

2->

2t

27

2d

25

30

31

TOTAL

MEAN

MAX 

MIN 

AC-FT

_

_

_

-

_

_

_

-

_

_

_

-

0

0

-

_

t

A

7

6

6

6

5

7

1

5

0

C

<~

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2

3

4

0

7

7

7

7

it

6

7

7

6

6

5

4

9

16.3

10

16

17

17

IB

Ib

14

18

20

16

12

10

12

> 15

20

20

25

f2

2=1

2A

23

22

21

10

20

0

9

9

8

7

8

0

8

8

a

8

8

7

8

8

8

7

7

7

7

7

3

6

17

17

15

12

 

 

12

4

3

1

7

t>

A

6

7

7

a

7

t,

5

6

7

7

7

A

5

7

5

5

5

6

6

5

5

5

A

A

5

4

14

14

14

15

18

Zl

2C

18

17

16

17

17

18

17

16

15

15

15

15

15

14

14

15

14

14

34

277

57

37

26

14

22

20

18

16

14

14

12

10

8.7

8.2

B.O

7.5

7.5

7.5

B.4

1C

12

12

9.2

10

35

12

8. C

7.0

5.1

5.5

4.8

5.9

5.9

4.8

4.3

4.3

13

44

22

17

23

253

43

28

218

54

267

46

28

21

29

20

16

409

162

50

33

25

20

17

49

41

25

20

17

15

13

1*

11

10

8.7

e.s

9.2

9.0

9.0

8.0

B.O

5.9

5.1

4.0

4.0

3.0

2.7

4.5

3.3

3.3

3.6

4.0

5.0

6.0

60

35

8.0

5.0

5.0

7.0

25

20

314.8

2.7

4116.

190

45

16

14

13

12

12

11

9.

8.

6.

6.

7.

8.

T'

6.

5.

4.

4.

3.

3.

3.

2.

2.

2.

2.

2.

2.

2.

1.8

419.1

1.8

SEPT.

Z.O

2.3

2.4

2.3

2.6

2.7

3.1

5.7

4.8

3.8

3.4

2.9

2.4

2.3

3.7

8.3

83

18

11

267

135

33

22

20

20

19

17

15

14

12

740.7

2.0
RED RIVER BASIN

7-3014.1. Sweetwater Creek near Kelton, Tex. Continued

DISCHARGE. IN CUBIC FtET PER SEC3ND, U4T6k YEAR OCTOBER 1962 TO SEPTEMBER 19e

1

2

3

4

5

6

7

6

Q

10

11

12

U

H

15

it

17

Id

19

2U

ji

22

23

.24

25

26

27

28

MEAM 

MAX

M1H

1

1

2

f_

1

5

2

o

0

0

9.2

8.5

a. 7

8.7

3.2

7.5

3.0

±

3

0

0

7

*f

3

3

3

4

4

3

2.7

7.5

13

13

13

14

14

14

14

14

15

15

15

14

l~>

14

14

14

17

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20

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Id

17

17

17

23

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22

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9

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9

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7

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12

17

13.3 

20

5.0

2 '3

22

23

24

2t

24

23

22

22

23

13

17

15

13

22

21

26

28

24

21

20

19

21

19

H

18

19

17

21.3

23

15

18

li

19

75

39

30

2 3

24

22

23

25

23

2u

2t

23

ZL

13

19

18

18

13

13

13

1*

18

17

11

!- 

22.4 

75

17

j3 p

fc

2

7

6

7

2

;

9

7

7

5

5

S

^

4

3

2

2

0

r

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9.2

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12

13

11

14.2

2ft

a.?

IN l.b

IN . 1 J

9.0

9.5

9.2

6.5

7.7

9.0

8.5

7.3

6.4

5.3

4.6

4.6

4.6

4.2

4.0

3.6

2.4

3.3

3.4

4.0

5.5

5.3

6.6

8. u

S.2

6.1

3.8

2. 9

33

33

2.6

AL-FT 

AC-FT

174

1C.*

279

55

32

22

18

16

21

14

12

11

13

1C

11

9.2

9.2

fl.7

R.2

7.0

6.4

5.5

4 B q

4.6

3.8

3.4

3.C

2.5

2=i.l 

279

2.C

15,27^ 

1^,791.

2.C

2.1

2.C

1.7

l.«

1.3

1.3

1.3

1.2

1.0

1.2

' . ^

is

117

12

7.7

4. b

4, r

2.1

1.7

1.3 !.->

.ft

 60

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.60

.SC

.40

£.13

117

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7.C

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7.0

5.7

5.9

5.5

5.5

19

17

B.7

8.7

a.c

14

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9.C

1.0

7.1

b.4

5.7

5.5

5.5

4.P

4.S

t.fc

e.!2 1°

7.3 

7.5 

7.7

e.o

a.t

7.7

5.7 

5.3 

5.1
RED RIVER BASIN 

7-3014.1. Sweetwater Creek near Kelton. Tex.--Continued

L6Y

i

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0

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U

it

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.s:.

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4.3

3.4

£ 1

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1.7

1.7

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CAL YK lib*,: TLTAL 3.-72.1-. MEAN i-.. '

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17 1..? ] .3"-

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1-1 .80 .2" ! ; : ' : ' ::;

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5. ^ ^. ^ - * -* -.1 -.4

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h4X ;62 MIN AL-hT T.fV
RED RIVER BASIN

7-3015. North Pork Red River near Carter, Okla.

Location. Lat 35°10'05", long 99°30'25", in W^SE^ sec.15, T.8 N. , R.22 W. , near left bank on downstream side of pier of bridge on State Highway 34, 3 miles south of Carter, 10.8 miles downstream 

from Timber Creek, and at mile 110.5.

Drainage area.--2,337 sq mi, of which 399 sq mi is probably noncontributing.

Records available. October 1944 to September 1962. Annual maximums and occasional low-flow measurements, water years 1963-64. August 1964 to September 1965.

Gage. Water-stage recorder. Datum of gage is 1,673.71 ft above mean sea level, datum of 1929. 

Average discharge.--19 years (1944-62, 1964-65), 136 cfs (98,460 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (3,200 cfs), water years 1961-65

Date

Oct. 12 1960

Oct. 18 I960

May 17 1961

June 3 1961

June 7 1961

Apr. 27, 1962

Time

0700

1700

0600

2030

1600

1500

Discharge

7 050

5 610

5 610

10 700

* 11 200

* 12, 400

Gage

height

9.06

8.50

8.55

10.07

10.15

10.72

Date

June 9, 1962

June 15, 1962

June 19, 1962

Aug. 1, 1962

Sept. 20, 1962

June 3, 1963

Time

1030

1730

0100

1600

1500

-

Discharge

6,020

3,480

3,280

3,800

5,880

* 2,220

Gage 

height

8.69

7.67

7.53

7.80

8. 65

7.02

Date

June 14, 1964

June 5, 1965

June 26, 1965

Time

-

1100

0300

Discharge

* 6,000

* 3,780

3,450

Gage 

height

8.59

7.81

7.67

No flow at times in each year.

1944-65: Maximum discharge, 53,400 cfs May 26, 1959 (gage height, 13.42 ft); no flow at times 

in most years.

Remarks.--Records fair. No flow for period August to September 1964. 

Revisions. WSP 1211: Drainage area.

DISCHARGE. IN CUBIC FEET PER SECUNO, W4TER YEAK OCTOBER I960 TO SEPTEMBER 19*1

1

2 

3

5

7

B

4

10

12

18

20 

21

23 

24

2o 

27 

28

30

MEAN

HIN

27

27

4,380

3,590

1.16G

820

230

265 

282 

260

276

IBS

192

180

152

152

148 

145 

156

142

152

166

iOC

i6G

152

166

Ib6

166

138

225

220

204

208

188

180 

188 

204

225

365

145

344

142

282

107 

56 

103

. 

124

124

120

735

212

170 

180 

18C

laa

^02

110

13B

107

86

86 

70

44 

39 

39

60

113

257

14>

15

Ii350 

784

117

100 

9C

10G 

83 

63

47

180

8.3

40

1,100

891

350 

312

270

250

230 

20

90

57 

40 

K

00 

75

91

1,131

40

84 

84

64 

68

232

145 

149

360 

30-5

124 

212

128

tb

178 

210 

124

30

39 

24 

12

6.7

116

5.9

3.8 

1.7

l.l 

7.5

5.C 

2.0 

1.7

1.1

.20

.10 

.10

0 

0

0 

0 

2.3 ->QQ

6C 

4' 

20

6.7

3.8 

1.1

.20

0

 

17.6

0 

'

0

c 

c

0

c

0

c

.20

0

c

c 

c

0

c

0

384

356 

44

22

17 

16 

6.7

-_!:!-

2B. 5

0
RED RIVER BASIN 

7-3015. North Fork Red River near Carter, Okla.--Continued

1

i

7

11

12 

.3 

14

lo

1 -

1.1

i =

25 

27

23

MAX 

MIN

I.I

l.l

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1.1

1.1

1.1

L

7J

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27

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^'l

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I . 

73

t J

5. *

7U

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70

156

114

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100

K3

rt6

4C

128 

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212

1:

36

5 

4 J

36

He

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173

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IC'7

107

ICO

36

9J 

103 

7-1

76

63

54

50

54

63

_____

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5C

63 

7J

7J

5u 

47

37

37

31

31

2o

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22

26 

27

83

66

12C'

57 

44

la

22

2U

73

650 

365

145

128

83 

70

50 

39

39

39 

31

523

160

86 

128

86 

115

21

216 

225

1.53G

2,=>80

183 

200 

1,810

738

303 

2,280

280

33

3° 

107

145 

124

33

70 

35

26

18 

13

11 

5.2

5.0

21

4.1

5.9

13

110

3cn

245

107

lit

5.:

110

CQ 

86

63 

39

23 

15 

15

15

13

11

7.5

5.9

5.9 

3.0

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D

j

0

j

687 

331) 

184

83

37 

14 

9. L 

5.2

387

520 

270

1,710

192

114

134

73 

86

3,970

D«Y

 

1

3

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3

,

7

d

10 

11

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14 

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16

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MIN

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38

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69

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16

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84

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23

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14

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18

16

18

21

21

21

23

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34

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46

46

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33

40

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36

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113 

100

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CAX

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55

45

33

36

33

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173

135

115

120

92

72

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52

43

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43 

52

49

49

66.3

33

4,0bu

f<=

43

46

36

36

46

46

38

62

139

269 

14C

120

135

88

55

40

31

21

19

25

29 

29

25

61.0

19

3.63C

IN

If C

16

13

11

11

11

2C

42

16

10

90

4 =

4C

67

114

40

18

12

8.2

4.3

3.6

3.3

2.B 

5.5

4.7

1.7

26. 8

1.7

1,650

AC-FT 

AC-FT

15

1,020

1,230

1.73C

3,150

1,620

fc30

486

400

294 

252

841 

715 

?83

1,410

549

222

110

110

130

389

269

1,320

1,010 

661

534

778

15

46,290

79,660

29;

210

160

135J->

65

59

52

45

34

28

16 

13

12

10

8,8

6.5

4.3

2.3

1.2

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2.8 

27

3.6

3.3

42.9

3

2,640

1.4

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2.5

1.4

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0

0

0

0

0

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0

0

0

D

0

0

0

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3 "o

18

SEPT.

0

c

0

0

.20

20C

122

76

12

4.7 

3.3

0 

0

0

0

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125

668

2,13f

372

201

125

1C5

88

eo

m

0

1C.1TC
428 RED RIVER BASIN

7-3025. Lake Altus at Lugert, Okla.

Location Lafc 34°54', long 99°18', in SW^SEi sec.22, 1.5 H., R.20 ¥., on upstream face of Altus Dam 

 on North Fork Red River, 1 mile west of Lugert, 2.6 miles upstream from Elm Fork of North Fork, 

and at mile 73.5.

Drainage area.--2,515 sq mi, of which 399 sq mi is probably noncontributing.

Records available. December 1943 to September 1950 (monthly records only), October 1950 to September

Gage.--Water-stage recorder. Datum of gage is at mean sea level, datum of 1929 (levels by Bureau of 

Reclamation). Prior to Nov. 19, 1948, staff or float gage at same site and datum.

Extremes. Maxlmums and minimums (contents in acre-feet, elevation in feet) for the water years 

1961-65 are contained in -the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

June 8, 1961 

June 10 , 1962 

Feb. 11, 1963 

June 23 , 1964 

July 4, 1965

Contents

163,300 

149,900 

144,900 

53,190 

30,670

Elevation

1,561.96 

1,560.06 

1,559.31 

1,548.24 

1,547.70

Minimum

Date

Sept. 22, 1961 

Sept. 7, 1962 

Sept. 30, 1963 

Sept. 15, 1964 

Nov. 15, 16, 1964

Contents

105,700 

101,100 

64,920 

19,160 

17,460

Elevation

1,552.69 

1,551.83 

1,544.06 

1,529.30 

1,528.48

1943-65: Maximum contents, 170,600 acre-ft (revised) May 19, 1951 (elevation, 1,562.10 ft); 

minimum observed after initial storage, 4,690 acre-ft Aug. 25, 1944 (elevation, 1,520.2 ft).

HemarKs.--Reservoir is formed by concrete and coursed masonry dam. Storage began in December 1943.

 Capacity, 142,900 acre-ft at elevation 1,559.0 ft (crest of uncontrolled spillway) and 77,390 

acre-ft at elevation 1,547.0 ft (crest of spillway controlled since 1949). Dead storage, 2,300 

acre-ft below elevation 1,517.5 ft (sill of headgate at irrigation canal). Reservoir is used for 

flood control, municipal water supply for city of Altus, and irrigation of about 48,000 acres. 

Figures given herein represent total contents. Revised capacity table used since 1953.

Cooperation.--Data on diversions furnished by Bureau of Reclamation.

Revisions (water years). WSP 1211: Drainage area. VSP 1311: 1949-50. VSP 1731: 1951-52.

118,200

149,500

163,600

CONTENTS. IN THOUSANDS OP ACRE-FEET. AT 2400 HOURS. WATER FEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

3

4

5

6 

7 

8 

9 

10

11

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29

31

13,

MAX 

M1N

OCT.

118.4

118.3 

118.3

118.2 

118.1

117.7 

117.6

131.4 

133.0

136.5

150.1 

149.4

148.2

143.4

143.7 

142.9

143.0

1,559.01 

+24.4 

0 

150.1 

117.6

CALENDAR YEAR 

WATER YEAR 196

NOV.

144.2 

144.2

144.4 

144.0

143.7 

142.9

142.2 

141.9

141 .9

142.1 

142.0

142.3

142.4

142.3 

143.7

1,559.15 

+ .90 

0 

144.4 

141.7

DEC.

144.4 

144.4

144.6 

144.4

144.4

145.3

145.7 

145.9

144.0

143.6

143.6

143.6

143.4

143.6 

143.6

143.7

1,559.12 

-.20 

581 

145.9 

143.4

JAN.

143.7 

143.6

143.2

143.1 

143.6

144.4 

144.2

143.6

143.0 

142.9

142.9

143.1

143.2 

143.2

143.8

1,559.13 

+ .10 

0 

144.4 

142.9

J-61.... ................ *

FEB.

144.3 

144.2

144.0

143.6 

143.6

143.6 

143.2

143.5

143.3 

143.6

143.6

144.0

143.0 

142.5

1,558.96 

-1.2 

0 

144.3 

142.5

MAR.

1 3.2 

1 3.7

I 3.2

1 3.2 

1 3.0

143.3 

143.2

143.4

144.0

143.3

143.1

142.4

143.2

143.3

143.8

1,559.13 

+1.2 

1,130 

144.0 

142.4

APR.

143.9 

143.3

143.2

143.1 

142.5

143.2

143.6

143.3

143.3 

143.7

143.7

143.6

142.8 

142.6

1,558.96 

-1.2 

2,720 

144.6 

141.9

MAY

143.0 

143.6

143.2

142.7 

142.3

141.4 

141.0

142.5

144.1 

142.9

143.0

142.6

143.0 

142.6

142.3

1,858.90 

-.30 

3,850 

144.7 

140.3

JUNE

154.2 

156.4

155.3 

159.8

162.3

160.7

158.1

152.1 

149.3

143.8

143.6 

143.5

143.3

143.5

143.4

143.3

1,558.95 

+ .30 

2,080 

162.6 

142.5

JULY

142.2

141.4

140.7

140.1

139.5

138.8

138.1

137.7

136.1 

135.1

134.4

133.4 

133.0

134.4

135.3 

135.3

135.2 

134.9

133.6

131.3

1,557.15 

-11.3 

18,250 

142.4 

131.3

AUG.

129.9

128.6

125.5

124.1

123.2 

122.2

120.3 

119.4

118.6

117.9 

117.4 

116.9

116.1 

115.5 

114.8 

115.1 

115.2

115.4 

115.2

114.3 

113.6

112.9 

112.2 

111.4 

110.3

108.2

1,553.17 

-23.1 

21,110 

129.9 

108.2

SEPT. 

107.3

106.3

107.3 

107.1

107.0 

106.9 

106.9 

106.8 

106.7

106.8 

107.5 

107.0 

106,8 

106,6

106.3 

106.2 

106.1 

105.9 

105.9

105.7 

106.2

108.0 

108.0

108.0 

108.1 

107.9 

107.7

1,553.12 

-.30 

1,800 

108.0 

105.7

+7.4 tt 45,930 

-10.7 tt 51.520

in thousands of
RED RIVER BASIN

7-3025. Lake Altus at Lugert, Okla.--Continued

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

13

14

15

17 

18 

19

20

21

22

23

25

26

27

28

30

t) 

*)

tt)

(AX

MIN

OCT.

108.1

107.8

107.6

107.5

107.3

107.1

107.8

107.1

107.9

108.1

108.0

108.0

108.0

107.9

107.5 

107.6 

107.5

107.3 

107.1

107.1

107.1

106.9

106.5

106.4

106.1

10?i4

1,553.02

6

108.1

106.1

NOV.

109.0

111.5

111.9

112.3

112.3

112.4

112.6

112.6

112.5

HE. 8

112.9

113.1

113.2

113.8

114.6 

115.1 

115.3

115.8

116.0

116.2

116.5

116.7

116.8

116.9

117.1

1,554.80

O

117.1

109.0

DEC.

117.3

117.4

117.5

117.9

117.9

117.9

117.9

117.9

118.1

118.0

118.0

117.7

117.8

117.0

118.4 

119.2 

119.4

119.9

120.1

120.2

120.4

120.7

120.7

120.8

121.1

1,555.50

900

121.2

117.3

JAN.

121.4

121.5

121.6

122.3

122.2

122.3

122.5

122.7

122.7

122 .8

122.8

122.8

123.1

123.1

123.3

123.4 

123.4

123.4

123.4

123.4

123.9

124.2

126.1

127.0

1,556.49

0

127.3

121.4

FEB.

127.7

127.8

12S.O

128.3

128.3

128.2

128.5

128.6

128.7

128.8

128.9

129.2

129.3

129.4

129.9 

129.7 

129.7

130.0

130.0

130.3

130.4

130.5

130.3

130.0

 

1,556.93

0

130.5

127.7

MAR.

130.0

130.0

130.0

130.0

129.8

129.7

129.7

1E9.7

129.5

129.5

129."

128.7

128.3

128.1

127.5 

127.4 

127.4

127. U

127.0

126.4

126.7

126.7

126.6

126.8

126.2

1,556.27

5,370

130.0

125.9

APR.

125.5

124.9

124.5

124.3

124.2

124.2

124.0

123.9

123.7

123.6

123.4

123.0

122.7

122.3

121.7 

121.3 

120.5

119.9

119.9

119.6

119.4

120.6

126.6

134.7

137.8

1,558.20

8,690

137.8

119.4

MAY

138.1

138.2

138. B

138.6

139.1

139.3

139.4

139.5

139.4

139.4

139.4

139.1

139.0

138.9

138.9 

139.1 

138.9

159.3

140.1

140.3

141.0

142.0

142.8

143. fa

143.2

1,559.12

0

143.7

138.1

JUNE

144.2

143.9

143.4

142.9

143.9

144.7

144.4

143.4

148.5

149.5

148.4

145.4

144.0

146.3

145.3 

143.9 

145.3

145.1

143.6

143.6

143.0

143.0

143.4

143.4

143.5

1,559.09

2,210

149.5

142.9

JULY

143.2

142.7

142.2

141.9

141.6

140.7

14U.1

139.8

139.1

137.8

137.5

134.5

133.3

132.5

131.1 

130.4 

129.4

128.1

127.4

126.6

129.0

129.4

129.6

129.9

130.0

1,557.00

15,600

143.2

126.6

AUG.

132.7

135.3

135.9

136.0

135.8

135.2

134.4

133.1

131.6

130.0

1Z8.6

125.4

124.1

122.8

120.3 

119.1 

117.9

115.8

114.3

112.9

110.4

109.3

107.8

106.7

104.6

103.8

1,552.34

29,200

136.0

103.8

SEPT.

103.0

102.3

102.0

101.6

101.4

101.2

101.2

101.6

102.5

10E.7

102.7

102.8

102. B

103.1

106.2 

108.7 

109.5

118.1

120.0

120.9

122.3

122.7

123.0

123.3

123.6

1,555.91

2,1EO

123.8

101.2

CALENDAR YEAR 1961 .................... * -22.5 tt 51,840

fATER YEAR 1961-62. ................... * -t-15.9 tt 64, ICO

t Elevation, in feet, at end of month.

* Change In contents, in thousands of acre-feet. 

tt Total diversions, in acre-feet.

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23 

24

25

26

27

28

29

30 

31

(t)

*)

(tt)

MAX

MIN

OCT.

123.8

123.8

123.8

123.8

124.4

124.7

124.9

125.0

125.2

125.2

125.3

125.3

125.3

125.2

125.4

125.2

125.2

125.2

125.3

125.8

126.6

127.2

127.2

127.4

127.5

127.8

128.3

128.3

128.4

128 .4

1,556.68

+4.6

0

128.4

123.8

NOV.

128.5

128.4

128.4

128.5

128.5

128.6

128.6

128.6

128.7

128.7

128.8

128.8

128.7

128.6

129.0

128.7

128.9

128.9

129.0

129.3

129.5

129.5

129.9

130.2

130.6

131.3

131.9

132.2

132.5

1,557.35

+4.1

0

132.5

128.4

DEC.

132.8

133.4

133.7

134.4

134.6

134.8

134.9

135.0

135.0

135.2

135.0

135.0

135.2

135.3

135.5

135.6

135.9

136.1

136.3

136.5

136.6

136.8

136.8

137.4

137.3

137.5

137.8

137.9

138.0

1,558.30

+5.9

1,010

138.4

132.8

JAN.

138.8

139.1

139.1

139.6

139.8

140.0

140.3

140.4

140.6

141.0

141.0

140.5

140.5

140.5

140.5

140.5

140.6

140.7

140.5

140.5

140.5

140.7

140.5

140.5

140.5

140.5

140.5

140.8

140.8

141.0

1,558.70

+2.6

0

141.0

138.8

FEB.

141.1

141.3

141.3

142.3

145.0

143.6

143.8

144.0

144.2

144.9

144.6

144.5

144.2

144.2

143.9

144.1

144.0

143.9

143.7

143.4

143.2

143.0

143.0

143.0

142.9

143.2

143.0

 

1,559.01

+2.0

887

144.9

141.1

MAR.

143.0

143.0

142.9

143.9

143.0

143.0

143.0

143.2

143.2

143.4

143.2

143.3

143.2

143.0

142.8

142.9

142.8

142.8

142.8

142.8

142.8

142.8

142. B

142.8

142.5

142.1

141. U

141.7

141.7

141.6

1,558.80

-1.4

2,550

143.9

141.6

APR.

141.2

141.1

141.0

141.0

141.0

141.1

141.2

141.3

141.3

141.3

141.2

140.9

140.6

140.2

139.9

139.6

139.4

139.3

138.7

138.2

137.7

137.5

136.3

13b.3

136.1

136.1

136.0

136.1

135.8

1,557.89

-5.8

6,360

141.3

135.8

MAY

135.4

135.3

134.7

134.7

134.7

134.7

134.4

134.2

134.2

134.1

133.4

133.4

133.2

132.7

132.4

132.2

151.9

151.4

131.4

131.0

130.7

130.0

129.6

129.1

129.1

128.7

128.1

127.7

132.5

1,557.63

-1.6

6,080

135.4

127.7

JUNE

137.0

138.4

140.7

142.6

145.0

143.5

143.2

143.4

143.2

143.2

143.0

143.0

143.0

142.9

142.7

142 . 8

142.6

142.6

142.4

142.0

141.3

14U.6

139.7

138.2

137.5

136.6

135.6

134.4

133.1

1,557.44

-1.1

8,030

143. B

133.1

JULY

131.6

130.1

128.4

126.7

125.2

123.7

122.5

121.2

120.0

118.3

117.0

116.1

115.6

115.0

114.3

113.4

112.3

111.1

109.8

108.6

107.3

105.8

104.1

lul.u

99 . 4U

98.29

97.34

96.23

95. Ul 

94.01

1,550.49

-39.09

33,350

131.6

94.01

AUG.

92.69

91.38

90.51

89.23

aa.20

86.98

85.95

84.69

83.71

82.77

81.74

81.04

80.67

79.96

79.26

78.47

77.62

77.39

77.13

76.79

76.15

75.55

74.87

73.63

72.74

71.80

70.98

7U.22

69.70 

69.45

1,545.14

-24.56

20,660

92.69

69.45

SEPT.

69.06

68.77

68.47

68.22

68 .01

67.55

67.22

66.97

66.68

66.34

66.01

65.80

65.55

65.30

65.72

65.51

65.46

65.59

65.63

65.72

65.67

65.55

65.46 

65.50

65.51

65.38

65.34

65.34

65 .05

64.92

1,544.06

-4.53

3,370

69.06

64.92

CALENDAR YEAR 1962.... ................* +17 .2 tt 64,230
RED RIVER BASIN

7-30Z5. Lake Altus at Lugert, Okla.--Continued

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 24OO HOURS, WATER YEAR OCTOBER 1963.TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

1O

11

12

13

14

IS

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(t)*r m)

MAX

MIN

OCT.

64.80

64.75

64.67

64.59

64.55

64.51

64.47

64.43

64.20

64.16

64.16

64.08

63.84

63.72

63.72

63.33

62.77

62.26

61.98

61.75

6 .59

6 .31

6 .51

6 .35

6 .15

61.00

60.92

60.64

6O.26

60.19

60.15

1,542.85

-4.77

3,12O

64. 8O

60.15

NOV.

59.96

59.50

59.58

59.58

59.58

59.39

59.28

59.47

59.47

59.43

59.43

59.35

59.28

59.O1

58.78

59.01

59.05

59.09

59.50

59.31

59.58

59.47

59.39

59.28

59.31

59.24

59.24

59.20

59.16

59. 09

1,542.57

-1.06

180

59.96

58.78

DEC.

59.09

59.05

59. 05

59 .05

59.01

58.86

58.93

58.86

58.67

58.93

58.90

58.82

58.78

58.67

58.71

58.59

58.71

58.71

58.67

58.67

58.67

58.63

58.63

58.59

58.59

58.59

58.52

58.48

58.52

5S.44

58.40

1,542.39

-.69

0

59.09

58. 4O

JAN.

58.29

58.14

58.10

57.87

57.87

57.57

57.68

57.57

57.49

57.22

57. 6O

57.38

57.49

57.49

57.45

57.34

57.38

57.34

57.34

57.34

57.34

57.41

57.45

57.49

57.49

57.53

57.53

57.45

57.49

57.68

57.76

1,542.22

-.64

1,OOO

58.29

57.22

FEB.

57.64

57.91

58.67

59.69

60.61

61.35

61.98

62.77

63.17

63.52

63.56

64.24

64.35

64. 8O

64.96

65. 09

65.80

66.13

66. OS

66.38

66.47

66.72

66.76

66.64

67.09

67. Ol

67.22

67.18

67.22

------

1,544.61

+9.46

0

67.22

57.64

MAR.

67.43

67.47

67.64

67.68

67. 6O

67.80

67.80

67.93

67.68

67.85

67.89

67.51

68.10

68.06

67. 8O

68. 06

68.06

68.14

68.64

68.31

68.22

68.O1

68.22

68.52

68.43

68.22

68.43

68.47

68.47

68.47

68.39

1,544.89

+1.17

0

68.64

67.43

APR.

68.47

68.39

68.43

68.22

68.06

67.93

67.72

67.55

67.18

66.84

67.14

67.09

67.05

66.93

66.59

66.76

67.01

66.84

67. Ol

66.76

66.26

65.72

65.26

64.92

64.47

64.20

63.98

63.72

63.48

63.29

1,563.65

-5.10

3, 79O

68.47

63.29

MAY

63.21

62.97

62.93

62.70

62.62

62.70

63.60

64. 04

64.80

65.38

67. 6O

68.18

68.26

68.14

68.39

68.43

68.43

68. 6O

68.52

68.52

68.35

68.56

68.47

68.43

68.35

68.31

68.22

68.01

68.64

69.06 

69.15

1,545.07

+5.86

0

69.15

62.62

JUNE

69.32

69.58

69.75

69.96

69.92

69.79

69.92

69.79

69.75

 69.49

69.49

69.41

69.66

70.94

76.49

79.50

8O.85

81.56

81.84

82.96

82.96

83.05

82.77

B2. 30

81.84

81.37

80.90

80.43

79.96

79.36

1,547.42

+10.21

4,200

83.05

69.32

JULY

78.93

78.28

77.39

76.54

75.60

74.61

73.72

72.69

71.84

70.56

69.75

68.81

67.89

66.80

65.80

64.96

64.04

63.05

61.94

60.96

59.88

58.52

57.49

56.51

55.62

54.59

53.55

52.82

51.96

51.05 

50.01

1,540.11

-29.35

25,330

78.93

50.01

AUG.

49.14

48.24

47 .30

46.29

45.08

45.82

42.87

41.90

41.06

40.36

39.59

38 . 69

H7.64

37.40

37.18

36.94

36.63

36.47

35.94

35.60

35.07

34.49

33.71

32.83

31 . 78

3U.68

29.84

28.82

27.98

27.38 

26.65

1,532.50

-23.36

21,180

49.14

26.65

SEPT.

E5.85

25.11

Z4.51

24.08

23.48

23.00

22.49

21.98

21.42

21.02

20.45

19.98

19.63

19.18

19.29

19.46

19.46

19.37

19.59

19.65

19.40

19.42

19.42

19.33

19.22

19.50

19.35

19.33

19.31

19.27

1,529.35

-7.38

6,760

25.85

19.18

CALENDAR YEAR 1963. ................... * -8O.OO tt 66,520

WATER YEAR 1963-64 .................... * -45.65 tt 65,560

t El evat 

* Change

in feet, at end of month, 

contents, in thousands of acre-fe

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 240O HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

1O

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30 

31

t)

*),

tt)

MAX

*IIH

OCT.

19. 2O

19.27

19.24

19.18

19.14

19.05

18.96

19.03

18.98

18.83

18.94

18.94

18.94

18.94

18.83

18.83

18.90

18.81

18.77

18.75

18.75

18.73

18.73

18.73

18.73

18.73

18.73

18.68

isiss

18.17

1,528.83

-1.1O

554

19.27

18.17

NOV.

17.99

17.83

17.69

17.71

17.71

17.71

17.71

17.67

17.63

17.61

17.58

17.54

17.52

17.48

17.46

17.46

18.31

19. 2O

19.70

20.13

20.28

20.39

2O. 6O

20. 69

20.83

2O.90

21.OO

21.00

21.14 

21.O2

1,530.15

+2.85

309

21.14

17.46

DEC.

21.O2

21. 3O

21.37

21. 3O

21.30

21.37

21.42

21.49

21.58

21.76

21.81

22.21

22.46

22. 7O

22.77

23.14

22.95

22.93

23.05

23.12

23.22

23.36

23.53

23. 6O

24.06

24.03

24.01

24.25

24.49

24.49

1,531.62

+3.47

0

24.49

21.02

JAN.

24.68

24.75

24.75

24.85

24.92

24.92

24.80

25.04

24.85

24.78

24.75

24.78

24.70

24.85

25.14

25.23

25.45

25.52

25.68

25.78

25.92

26.05

26.18

26.18

26.35

26.35

26.40

26.52

26.62

1,532.53

+2.23

877

26.72

24.68

FEB.

26.78

E6.8O

26.88

26. 9O

26. 9O

27.00

27.35

27.38

27.55

27. 7O

27.85

27.98

28 .09

28.14

28.52

28.66

28.79

28.93

29,03

29.17

29.22

29.17

29.57

29.30

29.38

29.30

29.38

29.71

1,533.67

+2.99

O

29.71

26.78

MAR.

29.74

29.74

29.79

29.82

29. 9O

29.92

29.95

3O.O6

3O.14

30.17

30.38

3O.52

3O.6O

30.97

31.36

31.67

31.95

31.95

32.07

32.12

32.07

32.32

32.35

32.29

32.24

32.07

31.92

32.21

32.04

31.90

1,534.46

+2.19

947

32.35

29.74

APR.

32.01

32.15

32.35

32 . 92

32.49

32.55

32.66

32.74

32.69

32.88

32.97

33. 05

33.11

33.42

33.80

33.86

34.17

34.41

34.46

34.41

34.44

34.35

34.29

34.72

34.64

34.64

34.64

34.61

34.44

1,535.35

+2.54

O

34.72

32.01

MAY

34.32

34.35

34.44

34.32

34.38

34.29

34.84

35.30

35.51

35.65

35.65

35.74

36. 09

36.00

36.18

36.18

36.15

36.32

36.32

36.26

36.23

36.26

36. 09

36.18

36.18

36.35

36.32

36.29

36.08

.97

1,535.88

+1.53

O

36.35

34.29

JUNE

36.26

36.63

38.32

40.62

44.71

49.83

51.92

53.08

53.92

54.48

54.85

55.33

57.87

59.77

61.31

63, »8

66,34

66.97

67.18

67.39

67.47

67.60

67.93

68.43

69.53

3.76

6.83

8.33

9.96

1,547.55

+43.99

1,500

79.96

36.26

JULY

8O.20

8O.43

80.62

80.57

80.29

79.96

79.59

78.79

73.33

77.58

76.75

76. 07

75.26

74.57

73.85

73,21

72.39

71.54

7O.69

69.79

68.81

67.89

66.80

65. 8O

64.88

63.84

62.89

61.90

59.96

9 .£.

1,542.61

-2O. 72

19,300

8O.62

59.24

AUG.

58.59

57.79

56.92

56.11

55.22

54.77

54.55

54.33

54.11

53.96

53. 4O

52.72

52.03

51.60

51,49

51.34

51.23

51. 05

SO. 80

50.44

50.22

49.79

49.00

48.46

47.23

45.97

44.81

43.52

41.32 

4O.68

1,537.40

-18.56

16.7OO

58.59

40.68

SEPT.

39.69

38.78

38.17

37.68

37.18

36.63

36.18

35.71

35.25

34.84

34.35

33.86

33.42

32.86

32.40

32.01

31.78

31.36

37.09

40.52

47.12

50.40

51.49

52.14

52.46

52.78

52.86

52.79

53.37 

53.18

1,540.99

+12. SO

7,430

53.37

31.36

3ALENDAR YEAR 1964. . .................. * -33.91 tt 63,120

*ATER YEAR 1964-65.. .................. * +33.91 tt 47.6OO

t Elevation, In feet, at end of month.

* Change In contents, in thousands of acre-feet.
RED RIVER BASIN

7-3030. North Fork Red River below Altus Dam, near Lugert, Ok]a.

Location. Lat 34°53'26", long 99 D 18'2g'', in SW^ sec.22, T.15 N. , R.20 W. , on right bank 3.50n ft 

downstream from Altus Dam, 1.9 miles upstream from Elm Pork of North Fork, " miles west of Lugert, 

and at mile 72.8.

Drainage area. 2.515 sq mi. of which 399 sq mi is probably nonoontribiiting.

Records available. March 1930 to December 1932 (published as "at Lugert Dam"). December 1943 to 

September 19 C 0 (published as spill from Lake Altus), October 1950 to S^ptembe^ 1962, August 1964 

to September 1965. Monthly discharge only for some periods, published in W3P 1311.

Extremes.--Annual maximum and minimum discharges for the water years 1961-62 and August 1964 to 

September 1965 are contained In the following table:

year

1961

1962

19K4

1965

a No f

Date

June 8, 1961

June 9, 196E

(a)

fa)

low for entire vear.

Maximum

Discharge 

(cfa)

6,710

3,230

n

n

Gage height 

Tfeot)

11.34

9 . rin

-

-

Date

At times

do.

Entire year

dn.

Minimum

Discharge 

("fs)

-,

i

n

1

Gsge height 

?f*et)

,

_

-

-

1930-32, 1943-63, 1964-65: Maximum discharge, 16,100 cfs May 18, 1951 (gage height, 12.70 ft); 

no flow at times in each year.

Flood of Hay 16, 19?8 . reached a stage of 14.5 ft. site and datum then in use (discharge, 

14.300 cfs).

Remarks_.--Records good. Some regulation at low flow by Lugert Lake prior to December 1943 (eapar-.ity, 

TS",500 acre-ft) and completely regulated thereafter by Lake Altus (see station 7-3025). Diversions at Lake Altus bypass most of the streamflow. Seepage from Altus Dam not included in records 

except for period March 1951 to January 1953. Wo flow for period August 1964 to September 1965.

Revisions. WSP 1311: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 196f. TO SEPTEMBER 1=61

1

2

3

5

6

7

8

10

11

12

13

14

16

17

18

19

20

22 

23

24

25

26

27

28

2-3

30

MIN

0

J

0

G

0

0

3

j

0

0

J

446

2,100

2,160

1,970 

1,850

1.150

913

913

831

331

363

388

0

.30

3

3

22

21

j

.2

.5

1

40

jj

^6

30

30

23

26

64

3.4

13

13

13

.30

17

15

15

2-;

42

43

39

45

65

176

245

419

792

74C

478

464

377

211

186 

180

136

186

194

194

194

19U

190

15

190

190

186

274

344

2o4

156

S.2

15

29

17S

26C

254

249

26C

261,

151

46

53

12

9.3

1

.7

: .8

.0

2.7

117

135

1Q4

211

207

2J2

194

194

212

352

 .so

351

1S4

192

97

100

1C1

101

202 

203

399

398

389

19L

I)

 

______

0

r

0

4.8

8.7

11

11

4.1

2.3

4.1.

5.0

4.4

2.7

16

557

68?

642

1,020

415

253

126

133

ISO

133

It4

144

u

"^

286

4C.8

43*

1Cfc

16C

235

211

15C

147

147

147

154

65

1.9

6.4

8.2

12

15

14

5.5

10

9.5

4. n

12

2.7

2.7

1.9

.,_,

12

9.5

27

214

126

126

.50

.20

.10

.10

0

0

0

0

3.1

881

878

126 

114

2.5

.70

9.5

2.7

.60

.10

.50

0

o

3

^,310

2.12C

2. 1 Q C

5,670

2,020

1.940

US60

1,96,1

1,990

1.97C

1,270

440

39t

240

244

76

96

Bf

86

86

42

2.4

l.l

.5

C

-2C

.ID

.10

3

£

-

;

0

3

0

0

0

0

0

c

0 

3

0

0

o

0

p

0.50

0

0

~

0

0

r

c

c

0

0

0

c

c

0

0

o

0

o<~,

0

0

0

0

c

c

0

c

Q

c

0

c

0

0

0

c

0

c

c

0

0

c

c

c

0

c

0

c

0

c

0

0
RED RIVER BASIN 

7-3030. North Fork Red River below Altus Dam, near Lugert, Ofcla. --Continued

1

^

i

<<

5

6

7

B

1-

11

li

13

l<t

15

1 =

j.7

18

15

2'J

21

22

23

24

25

26

27

28

29

3L

31

TOTSL

MEAN

MAX

MIN

AC-FT

^

^

-

,1

3

^

u

j

n

j

J

,j

^

u

o

-

u

o

u

^

0

J

_

J

0

J

^

u

-1

0

^j

£

L

y

[;

1

C

^

G

-'

J

^

j

i

J

0

o

^

L,

_____

C

^

C

<y

(

(,

0

C

C

0

(.

^

0

0

t.

<J

V

'-

,;

(;

C

C

C

L

b

G

C

0

0

0

C

0

L

^

t

0

0

0

y

t1

&

-

0

0

0

0

u

y

1J

0

-'

0

0

J

c

"

0

j

C

J

3

0

0

0

0

0

0

0

0

0

0

.

0

J

^

J

a

,j

0

^

0

0

0

0

3

0

J

w

5

3

0

0

j

o

0

;

0

j

0

 

 

 

0

0

0

G

0

MAX

L

0

C

^i

G

 j

0

^

t

^

f

u

C

0

^

!J

0

*-

L

0

C

 ^

0

J

^

G

0

0

0

0

0

^

C

,670 f

r

^

c

^

c

c

0

c

£

c

c

0

t.

c

c

0

c

0

c

c

c

L

0

0

c

0

0

0

0

c

 

0

u

0

c

IN 0

IN C

0

0

c

J

0

0

0

0

0

0

0

0

0

0

J

0

c

0

0

0

0

0

0

0

0

Q

0

5.0

10

1C

12

37.0

1.19

li

0

73

AC-FT 

AC-FT

8C

23D

216

15<i

11

4*2

1.C30

875

,42C

,91C

,030

,570

,850

,270

,120

,S50

,790

,450

,480

,030

,030

,610

B7C

558

253

3.1

3.8

7.0

10

6.8

 

28,566.7

952

2,030

3.1

56,660

107,200 

56,750

6.5

2.0

.10

0

0

B

0

p

0

C

c

0

0

1

3

0

3

J

c

J

c

u

0

0

0

c

0

o

c

0

a. 60

.28

6.5

0

17

C

c

G

o

0

c

0

0

0

G

c

0

c

0

0

0

^

0

0

0

a

0

0

0

c

0

0

0

0

0

0

G

c

0

0

0

e

c

c

0

0

0

0

0

0

c

c

c

0

0

0

c

0

0

c

0

c

0

0

0

0

0

0

0

0

0

 

0

0

0

0

0
RED RIVER BASIN

7-3034. Elm Fork of North Fork Red River near Carl, Okla.

Location. Lat 35°OU'40", long 99°54'10", in SWiNWij sec.12, T.6 N., R.26 W. , near left bank on downstream side of pier of bridge on State Highway 30, 4 miles northeast of Carl and at mile 54.0.

Drainage area. 416 sq mi.

Records available. October 1959 to September 1965.

Gage. Water-stage recorder. Datum of gage is 1,714.95 ft above mean sea level (State Highway 

Department bench mark).

Average discharge. 6 years, 40.4 cfs (29,250 acre-ft per year).

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet).

discharge (*) and peak discharges above ~ba.se (2,000 cfs, revised), water years 1961-65

Date

Oct. 11, 1960

Oct. 17, 1960

June Z, 1961

Apr. 27, 1962

June 15, 1962

July 24, 1962

Time

2200

2300

0230

0200

0530

1800

Discharge

* 4,550

3,200

3,020

* 17,900

6,740

2,270

Gage 

height

5.85

5.39

5.32

11.45

7.61

5.25

Date

Aug. 1, 1962

Sept. 20, 1962

May 30, 1963

May 10, 1964

June 13, 1964

Time

0200

0800

O530

1900

2000

Discharge

5,620

4,400

* 2,060

2,800

* 7,460

Cage 

height

7.11

6.54

5.12

5.60

7.93

Date

Apr. 14, 1965

June 4, 1965

June 5, 1965

Sept. 20, 1965

Time

0400

0330

0200

2400

Discharge

3,480

* 11,400

5,100

2,270

Gage 

height

6.00

9.40

6.87

5.23

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Aug. 10, Sept. 2, 1961 

May 31, 1962 

Aug. 3, 4, 1963

Discharge

a 7.0 

3.5

a .10

Water year

1964 

1965

Date

Sept. 4, 1964 

Aug. 5, 6, 1965

Discharge

0 

a 1.1

1959-65: Maximum discharge, 17,900 cfs Apr. 27, 196S (gage height, 11.45 ft), from slope-a 

measurement of peak flow; no flow Sept. 4, 1964.

Remarks. Records good. Records of chemical analyses for period November 1961 to September 1962 

published in reports of the Geological Survey.

Revisions.--WSF 1731: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

a

10

11

13

14 

15

16 

17

19 

20

21

26

^

30 

31

MIN

it

16

16

15

L4 

14 

14

142 

72

9a

59 

584

354 

21S

157

112

1C2

82

14

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7*

as 

us

85 

85 

a5

82 

75

66

59

56

53

 

44

42

42

4i

44 

55

55 

62

55 

56

50 

53

50

42

53

42

37

42 

39 

44

42

39

35 

35

31

30

43

28

42

26

30

30 

32 

37

30 

30

30 

28

28 

33

44

33

30

_____

26

28

30 

50 

3U

28 

28

33 

S7

85 

92

72

59

56

8-

28

85

66 

62

66 

66

56

47 

47

47

47

50 

47

44

3<»

42

____

39

42

44 

50

35 

33 

30

28

26 

26

28 

28

42

39

28

28 

26

25

22

22

21 

41

70S 

106

99 

59 

39

30

21 

21

22 

23

21 

20

17

IB 

18

17

______

14

14 

14

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14

12 

13 

14 

15

14

14 

13

12

13

8.6 

8.0

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IB 

16

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11 

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B.6

B.6 

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7.5 

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9.2

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9.2

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12 

12 

10

10

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12

12 

11

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7.0

AC-FT 38,730
RED RIVER BASIN 

7-i)Od4. Elm Fork of North Pork Red River near Carl, Okla. --Connnut;

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TOTAL

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RED RIVER BASIN

7-3034. Him Fork of North Pork Red River near Carl, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECONDi WATER YEAP OCTOBER 1563 TO SEPTfcPBEP 1964

1

2

3

*r

5

6

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6.7

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RED RIVER BASIN

7-3034.2. Elm Fork of North Fork Red River near Reed, Okla.

Location. Lat 34°58', long 99°42', on west line of sec.25, T.6 N., R.24 W., on downstream side of 

pier of bridge on county road, 1 mile upstream from Deer Creek, 4.2 miles north of Reed, and at 

about mile 38.

Drainage area. 579 sq mi.

Records available. April to September 1965.

Gage. Water-stage recorder. Altitude of gage is 1,630 ft (from topographic map).

Extremes.--Maximum and minimum discharges for April to September 1965 are contained In the following

Annual maximum discharge (*), peak discharges above base (2,200 efs), and

Water

year

1965

Maximum

Date

Apr. 14, 1965

June 4, 1965

Sept. 20, 1965

Time

0800

0600

2400

Discharge 

(cfs)

3,570

* 12,300

2,490

Gage height 

(feet)

7.60

12.90

6.70

Minimum

Date

Several days

Discharge 

(cfs)

1.3

Gage height 

(feet)

_

1965: Maximum discharge, 12,300 ofs June 4 (gage height, 12.90 ft); minimum daily, 1.3 cfs 

July 25, 26, Aug. 5, 13.

Remarks. Records fair.

DISCHARGE, IN CUBIC FEET PER SECOND, APRIL TO SEPTEMBER 1965

1

2

3

*

5

7

8

9

lu

1

2

3

4

5

6

7

8

 }

0

1

2

3

4

5

6

7

8

9

0

1

TOTAL

MEAN

MAX

MIN

AC-FT

_____

DEC

 

. 

_____

MAX APR

.

_

-

_

-

-

_

_

-

_

-

-

1,400

185

60

40

29

19

14

11

10

9

8

7

12

10

10

9.2

8.2

 

_

_

6.7

6. 2

6.2

5.2

6.2

208

41

22

33

30

19

17

23

1*

12

1L

9.7

9.0

8.2

6.2

5.8

4.8

5.8

4.4

4.0

17

13

8.2

4.8

3.6

25.6

227

3.6

1,570

3.2

103

11<5

4.920

1,890

335

 94

56

42

41

41

276

271

285

555

128

81

58

54

34

30

84

28

61

01

05

56

45

36

_____

383

4,020

3.2

22,780

28

23

1?

16

17

16

13

11

10

8.7

7.7

6.7

6,7

7.7

6.7

6.7

5.8

4.0

2.3

2.5

2.2

1,8

1.6

1.3

1.3

1.6

25

14

6.2

4.0

9.42

28

1.3

579

2.9

2.5

2.0

1.6

L.3

L.4

6,0

5.0

3.0

2.5

1.8

1.3

i.6

t.2

2.2

3.5

4.5

4.C

7.C

5.0

4.0

3.0

2.5

5.0

10

4.0

3.0

10

25

7.2

4.44

25

1.3

273

SEPT

5.3

3.6

2.2

2.0

6.0

SCO

60

35

25

20

18

17

16

15

14

12

20

200

7CO

1,360

134

60

34

31

23

24

20

17

!4

 

3,793.1 

126

1.360

2.0

7,520
RED RIVER BASIN 43

7-3035. Elm Fork of North Pork Red River near Hangum, Okla.

Location. Lat 34 "56', long 99°30', on east line of sec.10, T.5 N., R.22 W., at bridge on U.S. 

Highway 283, 3 miles north of Mangum, 5 miles downstream from Haystack Creek, and at mile 17.8.

Drainage area. 838 sq mi.

Records available. April 1905 to March 1908 (published as Elm Pork of Red River near Mangum), March 

1930 to September 1931, October 1937 to September 1947. Monthly discharge only for some periods, 

published in WSP 1311. Occasional low-flow measurements, water years 1954, 1958-60, 1962-64. 

April to September 1965.

Gage. Water-stage recorder. Datum of gage is 1,530.77 ft above mean sea level, datum of 1929

(Bureau of Reclamation bench mark). Apr. 12, 1905, to Mar. 31, 1908, chain gage at unknown datum. 

Mar. 16, 1930, to Sept. 30, 1931, chain gage at datum 4.22 ft lower. Jan. 4, 1938, to Sept. 30, 

1947, at present datum.

Average discharge. 13 years (1905-7, 1930-31, 1937-47) 115 cfs (83,260 acre-ft per year).

Extremes.--Maximum and minimum discharges for April to September 1965 are contained in the following

(*), peak discha base (2,400 cfs}, and annual minimum discharge

year

1965

Maximum

Date

June 4, 1965

June 25, 1965

Sept. 19, 1965

Time

1300

1500

2000

Discharge 

(cfs)

* 10,500

2,700

7,670

Gage height 

(feet)

11.66

6.32

10.14

Minimum daily

Date

Aug. 5, 1965

Discharge 

(cfs)

1.4

Gage height 

(feet)

.

1905-8, 1930-31, 1937-47, 1965: Maximum discharge, 30,600 cfs May 12, 1947; maximum gage 

height, 15.0 ft May 27, 1905, datum then in use.

1905-8, 1930-31, 1937-47, 1962-65: No flow at times in 1939-40, 1945-46, 1964.

Flood in spring of 1921 reached a stage of 16.4 ft, present datum, from information by State 

Highway Department.

Remarks. Records good. Records of chemical analyses for the period November 1961 to August 1963 

are published in reports of the Geological Survey.

Low-flow discharge measurements, in cubic feet per second, water year

Feb. 1, 1962.... 24.6

Aug. 29, 1962.... 7.79

Nov. 8, 1962.,.. 28.0

Mar. 8, 1963.... 23.4

May 7, 1963.... 12.9

Aug. 6, 1963.... .03

Oct. 10, 1963.... 4.35

Feb. 27, 1964.... 16.1

Apr. 29, 1964.... 5.50

July 22, 1964....0.14 

Aug. 12, 1964.... 0

Reviaions (water years). WSP 1087: 1940(M). WSP 1311: 1906-8, 1931(M), drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, A.PRII TO SEPTEMBER 1965

DAY

1

2

3

^

5

t

7

8

c

It)

11

U

13

14

15

16

17

IB

!< 

2G

21

^l

<!i

2H

25

^t

27

^d

2S

3U

Jl

TOTAL 

MEAN

MAX

MIN

»C-FT

OCT. NUV. DEC. JAN. FES.

 

______

MAP. APR.

14

14

14

4

4

A

4

5

5

*

39

20

12

573

492

10C

49

32

24

20

17

15

L ?

12

12

2f

It

1 =

li

1C

55. tl

5?;.

1C

3,2711

MAY

a 9

a 4

7 5

7 0

7 0

7.9

a a

1 7

6

a

i

5

C

3

2

6

4

2

9.8

8.4

8. 4

8.4

7.5

7.C

5.8

6.2

5.1

15

10

7.0

5.1

45. o

878

5.1

2.B2C

JUNE

4.1

175

261

5,090

2,3?0

519

193

154

BG

73

1

4

2 1

9 5

5 1

a a

2 4

I 5

0

"

0

S

2 4

2 6

1,580

I,i40

297

115

80

52

532

5.C90

4.1

31,630

JULY

4

3

3

2

2

5

2

1

1

1

1

.8

.

.

f

«

.

.

f

.

. ,

.

f

.C

; .

1

8.

*

13.

5

2.

81

AUG.

.6

.8

.2

.8

.4

.7

1

1

.2

.5

.3

.0

.8

.8

.6

.6

.C

.1

.6

.0

.0

.8

.9

.6

.7

1

.5

.6

.2

3

1

5 49

37

.4

38

SEPT.

7.0

4.6

3.6

2.6

163

1,530

480

1 4

0

1

3

a

3

C

B

7

6

3

3,4 0

2,9 0

4,2 0

8 1

1 6

4

0

C

0

8

6

2

484

4,270

2.6

28,770
RED RIVER BASIN

7-304S. Elk Creek near Hobart, Okla.

Location. Lat 34°55', long U9°07', In NEi sec.17, T.5 N., R.18 W., near right bank on downstream 

side of pier of bridge on county road, 7 miles downstream from Little Elk Creek, 7.5 miles south 

of Hooart, and at mile 10.9.

Drainage area. 549 sq mi.

Records available.--September 1904 to March 1908, October 1949 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 1,429.4 ft above mean sea level, datum of 1929. Prior 

Fo Apr. 13, 1905, staff gage at site 3 miles southwest of Hobart at different datum. Apr. 13, 

1905, to Mar. 31, 1908, chain gage at present site at datum 1,430.56 ft above mean sea level, 

unadjusted. June 6, 1951. to Oct. 23, 1952, and Hay 7, 1953, to Apr. 28, 1954, wire-weight gage 

at present site and datum.

Average discharge.--19 years (1904-7, 1949-65), 69.2 cfs (50,100 acre-ft per year). 

Extremes.--Haxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

_ Annual maximum discharge (*) and peak discharges above base (2,200 cfs, revised), water years 1961-65

Date

Oct. 18, 1960

June 8, 1961

Oct. 10, 1961

Time

1SUO

1700

0800

Discharge

* 3, 6ori

2,830

2,350

Gage 

height

23.54

20.80

21.81

Date

Nov. 3, 1961

June 13, 1962

June 7, 1963

Time

0200

1100

0600

Discharge

* 6,000

3, 400

* 2,920

Gage 

height

28.28

22.75

20.46

Date

Oct. 24, 1963

Sept. 20, 1965

Time

1200

1200

Discharge

* 2,610

* 7,550

Gage

height

20.03

28.6

years 1961-65

Water year

1961 

1962 

1963

Date

Oct. 11, 1960 

Aug. £6, 27, Sept. 1, 1962 

Sept. 30, 13P3

Discharge

6.0 

.60

Water year

1964 

1965

Date

Long periods 

At times

Discharge

0 

0

1904-8, 1949-65: Maximum discharge, 22,400 cfs Oct. 4, 1955 (gage height, 30.75 ft, from 

floodmarks), from rating curve extended above 5,300 cfs on basis of field estimate of peak flow; 

no flow at times in many years.

Maximum stage known, that of Oct. 4, 1955. Flood of June 9, 1907, reached a stage of 28.9 ft, 

datum then in use.

Flood in May 1949 reached a stage of 28.63 ft, from floodmark.

Remarks. Records fair. Records of chemical analyses, suspended-sediment loads, and water temperatures for the water year 1961 and of chemical analyses for the water years 1962-63 are published 

in reports of the Geological Survey.

Revisions (water years ).--WSP 1211: Drainage area. WSP 1241: 1905.

DAY

ll.

11

13 

14 

15

16 

17 

It 

1^ 

20

22

23 

i4 

25

26 

27

^B

31. 

11

MEflN 

MAX 

MIN

OCT.

6.5 

7.3

B.5 

8.5 

8.0

B.2 

S.2 

7.1 

7.7 

7.1

685 

1.29G 

571 

69

50 

15 

2,650 

J.Z8C 

l,37ij

132

%i! 

87 

468

1,8 Hj 

381 

146 

1^5

as

87

453

NOV.

78

57 

57 

61

54

33

53 

 >7

4v

48

51

50

51 

50

51

51

48 

44 

45

52.0 

44

OEC.

4<i

44 

45 

44

54 

46

48

56 

5c

57 

57

57

56 

51

48

49 

51 

51 

51

 »4

JAN.

53

55 

51 

51

50 

51

5U 

5C

44 

45

45

4f>

44

51

45 

45

40 

54 

53 

54

35

FEB.

42

<t2 

41 

42

47 

45 

45 

43

54

49

41

38

41 

42 

46

3t 

51

37

MAR.

38

30 

29

28

29 

27 

28 

31

30 

27

30

70

58 

51 

47

39 

4i 

43 

48

26

APR.

45

56 

45 

39

34 

33 

32 

46

41 

37

34

27

25 

25 

24

20 

18 

18 

83

83 

18

MAY

78

43 

31 

22

23 

22 

17 

14

14 

9.6

8.8

7.1

368

31 

28 

29 

23

21 

21 

22 

21 

19 

18

7.1

JUNE

17 

15 

16 

371 

1,220

1.70O 

1,2 BO 

2,650 

1,920 

326

168 

123 

103

90 

69 

64 

59 

54

52 

48 

46

43 

41

126

98 

64 

51 

43

15

JULY

42 

38 

43 

40 

34

32 

32 

31 

33 

31

30 

76 

372

35 

33 

30 

28 

27

204 

233 

55 

33 

25

22 

22 

21 

17 

12 

16

12

AUG.

14 

14 

12 

1* 

14

14 

15 

17 

17 

17

13 

13 

14

16

17 

26 

14 

372 

659

109 

42 

40 

25 

21

21 

20 

18 

17 

12 

16

12

SEPT.

16 

14 

16 

25 

34

14 

11 

13 

11 

11

10 

11 

28

17

14 

13 

11 

11 

11

12 

11

334 

2,080 

252

S»l

51 

41 

40 

34

108 

2,080 

10

AC-FT 82,140
RED RIVER BASIN

7-3045. Elk Greek near Hobart, Okli.--Continued

IN CUbIC FEET PER SECOND, HATES YtAft LCTObER li&l TC SFPTEMbER

1

2 

3 

4 

5

7

9 

10

12 

13 

14

15

16

22 

23

24 

25

26

28 

29 

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MIN

tfl

33 

33 

27

26

21

144 

2,4bi

77 

51 

51

37 

3i

2B

23

21

24

34

2U

16

27

34 

39

3.UCO 

4,46- 

5e7 

222

132

1U3 

101

98 

132

170

222

85 

78

71

79

49

4e

49 

51 

51 

52

51

49

40

40

45

54

61

59

58

42

39 

19 

37

37

38 

37 

38 

48

35

30 

30

35 

32

46

33 

30

30

36 

33

34 

37

43 

fC

30

32

30 

30

31

27 

27

26

26

28

28

27 

27 

28

26 

26 

28 

32

27

30

801

26

27

26

25 

25

24

24

21

24 

26

1

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2

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19

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132 

75

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26

21

17

16

13 

12 

11

12

12

12 

12 

13

13 

22 

32 

24

146

311 

6P

LI

153 

67 

43

528

1, 30C 

3.35C

1.14C 

732

1,54:

2,010

168 

528 

118

55 

25 

64

87

77

46

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ra

26

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1,420

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1

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4

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6

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11

12

13

14

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21

22

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MAX 

Mill

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26
RED RIVER BASIN 

'/-3045. Elk Creek near Hobart, Okla.--Continued

I

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7.7

7.7

7.7 

7.7

7. 7 

7.7 

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J>CT
RED FIVER B?SIN

Location.--Lat 34°38', lone 99 j ?ee 21, T.2 N., R.llj W. , near leit bank un downream side of pier of bridge nn U.S. Highway 62. Q .5 raile^east <_f Headrink, 12~y mUes

from Otter Creek, and at File 33.C

Drainage area. 4.344 sq mi, of which ?19 sq ^i is probably n-nc.jntribu^ing.

Gage. Water-stage recorder. Datura of gage i? 1,299.S3 ft above mean sea level, datum tf 1929 

(Bureau of Reclamation beret mark). Frior to July 18, 1905, chain gage at site 0.2 n>31e downstream at different datum. July 18, 190fa, to Mar. 30, 1908, staff gage at Navajn Darr site 

10.4 miles upstream at different dq-t-'im.

Average discharge. 30 years (1905-7, 1937-65), P28 pfs (2?7,500 acre-ft per year).

Extremes. Annual maximum and minimum discharges for the water years 1961-65 are contained in the 

Following table:

year

196L 

1962 

1965 

1.964 

1965

Date

Oct. 19, I960 

June 10, 1963 

May SI, 1963 

June 15, 1964 

Sept. 20, 1965

Maximum

Discharge 

(efs)

23 500 

IS 200 

5 850 

3 660 

20 600

Gage height 

(feet)

9.90 

8.10 

6.51 

5.67 

10.38

Date

Oct. 11, 1960 

Aui. 31, Sept. 1 

At tim;s 

Jo. 

Oct. 27, 1964,

Minimum

Discharge 

(cfs)

18 

0 

0 

a .10

Gage height 

(feet)

[

1905-8, 1937-65: Maximum discharge, 30,700 cfs Oct. 5, 1955 (gage height, 11.50 ft); no flow 

at times in most years.

Maximum stage known, 16.1 ft sometime prior to 1927, f 'om information by State Highway Department.

Remarks. Records good. Flow regulated since December 1943 3y storage and diversion at Lake Altus 

 [see" station 7-3025) 39.5 miles above station. Diversions for irrigation of about 48,000 acres 

above station. Some return flows may re-enter at Stinking Creek 16 miles below station. Records 

of chemical analyses and water temperatures for the water years 1961-63 are published in reports 

of the Geological Survey.

Revisions (water years).--WSP 1211: Drainage area. WSP 1241: 1905-7.

DISCHARGE, IN CUbIC FbET P"=R SECOND, WATEP YEAR OCTOBFP l=t.O TO SEPTEMBER 19tl

1 

2

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5

7

8

9 

10

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2,7=0 

<r2
PEJ RIVER BASIN

n. North "irk Rerl Fivfr near Hea^rlck, Okla. -fontinuefl
RED RIVER BASIN

1

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.20
7-3055. West Otter Creek at Snyder Lake, near Mountain Park, OkId. 

(Formerly published as Otter Creek at Snyder Lake, near Mountain Park)

Location. Lat 34°44'04", long 98°59'14", in HEj- sec. 16, T.3 N., R.17 W. , at intake tower at Snyder 

Dam on West Otter Creek, 0.8 mile upstream from small tributary, 3 miles northwest of Mountain 

Park, and at mile 26.0.

Drainage area. 132 sq mi.

Records available.--April 1903 to March 1908 (published as Otter Creek near Mountain Park), October 

 1951 to September 1965 (published as Otter Creek at Snyder Lake near Mountain Park). Monthly 

discharge only for some periods, published in WSP 1311.

Gage.--Water-stage recorder and broad-crested masonry spillway. Datum of gage is 1,360.99 ft above 

mean sea level, datum of 1929. April 1903 to March 1908 staff gage at site 1.8 miles downstream 

at different datum.

Average discharge.--13 years (1903-7, 1951-65), 24.8 cfs (17,950 acre-ft per year). 

Extremes.--Maxlmums and minimums (iischarge in cubic feet per second, gage height in feec).

Annual maximum discharge (*) and peak discharges above base (1,400 efs), water years 1961-65

Date

Oct. 18, 1960 

June 4, 1961

June a, 1962

Time

1430 

2200

0830

Discharge

3,040 

* 7,300

* 2,640

Gage 

height

15.11 

17. OE

14.85

Date

May 5, 1963

Sept. 27, 1964

Time

1600

1500

Discharge

* 930

* 570

Qage 

height

13.50

13.10

Date

Hov. 19, 1964 

Sept. 20, 1965

Time

3600 

0100

Discharge

1,720 

* 2,050

Gage 

height

14. sr> 

14.42

No flow at times in each year.

1903-8, 1951-65: Maximum discharge, 14,200 cfs June 6, 1953 (gage height, ly.50 ft, from 

floodmarks), from rating curve extended above 1,600 efs on basis of cjntracted-opening and flowover-dam measurements of peak flow; no flow at times in most years.

Maximon discharge known, that uf June 6, 1953.

Revisions.--Figures of maximum discharge for the water years 1959-60 have been revised to 

6,580 efs May 26, 1959 (gage heignt, 16.82 ft), and 1,630 cfs Dec. 17, 1959 (gage height, 

14.17 ft), superseding those published in hSP Iu31 and 1711, respectively.

Remarks.--Records fair. Records of discharge are outflow from reservoir, determined from stsgt- 

 discharge relation for uncontrolled bpillwuy. Reservoir is furmed by earth dam, having a roi-K: 

masonry broad-crested weir as a spillway. Crtst elevation at lowest point is 11.9 ft gage datum 

(capacity, 1,355 acre-ft). The city of Snyder diverted abuiit 130 acre-ft annually prj.or UP 

October 1958 and none thereafter.

DISCHARGE, IH CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1Q58 TO SEPTEMBER 1950

DAY

I

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL 

MEAN

MAX

MTN

AC -FT

OCT.

0

0

0

0

0

0

0

0

0

0

pj

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

DEC.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

JAN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

FEB.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

0 

0

0

0

0

MAR.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

APR.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

CP

0 

0

0

0

0

MAY

0

0

0

0

0

0

0

0

0

6.2

26

9.1

1.8

0

0

0

0

0

0

0

0

3,400

306

37

14

3,310

392

43

17

9.1

6.6

244

3,400

0

15,030

JUNE

4.2

4.2

2.4

2 4

2.4

2 l".2t

,7L

.30

CP

0

0

0

0

0

1,

0

0

0

0

18

657

66

17

7.8

5.3

4.2

2,4

0

27.3

657

0

1,620

JULY

1,110

158

32

16

o.l

6.6

4.2

4,2

361

117

24

79

355

46

14

9.1

9.7

L2

6.6

3.2

20

009

37

10

280

383

50

21

12

127

1,110

3 .2

7,780

AJG.

7.8

4.2

3.2

1.2

.30

0

0

0

0

0

0

0

0

0

0

0

0

.10

3.2

.70

0

0

0

0

0

Q

0

0

0

7.2

20

1.55

20

0

95

SEPT.

3.2

.70

76

34

10

3.2

1 .2

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

115

2,150

294

35

5. 3

5. 3

2,747.90

91.6

2,150

0

5,450

CAL YR 1958: TOTAL 2,185.1 MEAN 5.99 MAX 556 MIU 0 AC-FT 4 334 

WAT YR 1955: TOTAL 15,115.9 MEAN 41.4 MAX 3,400 MIN 0 AC-FT 29,975
RED RIVEP BASIN

7-30E5. West Otter Creek at Gnyder L3kti , near Mountain Park, Okla .--Continued

DISCHARGE, IN CUBIC FEET PEE SECOND, WATER YEAR OCTOBER TO SEPTEMBER 19

DAY

1

Z

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

ZO

21

22

23

24

25

25

27

28

TOTAL

MEAN 

MAX 

MIN

OCT.

146

499

1,150

1,100

317

5Q

30

12

6.6

6.0

4.2

4.2

4.2

2.4

2.4

2.4

.70

0

.30

.70

.70

.70

.70

0

0

0

0

0

0

108

0

NOV.

.70

.70

2.4

2.4

.40

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.22

2.4

0

DEC.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

8.7

34

624

6 1

1

4

3

9

4

2

2

1

1

0

0

JAN.

9.0

9.0

8.0

8.0

8.0

8.0

7.8

7.8

10

21

10

10

17

07

52

23

10

12

.8

.8

.1

.8

.8

.8

.8

.8

.8

.8

.3

13.6 

5.3

FEB.

6.6

7.8

64

252

10(3

56

30

23

1°

14

10

9.1

Q . I

9.1

7.8

o.l

6.6

6.6

5.3

7.8

5.3

7.8

2.4

.30

.70

4.2

7.8

7.8

6.6

.30

MAR.

6.0

7.8

7.6

7.S

7.S

7.8

q . 1

10

0.1

0.1

5.3

6.6

7.8

7.8

7.8

5.3

4.2

5.3

4.2

4.2

4.2

5.3

2.4

4-2

10

10

o.l

7.8

7.8

2.*

APR.

4.2

2. 4

2.4

4.2

4.2

5.3

4.2

4. 2

4.2

4.2

5.3

6.6

7.8

7.8

5.3

7.8

.70

0

0

.70

0

0

.30

.70

-70

.30

D

.70

1.2

7 8 

0

MAY

0

0

0

0

5.2

16

4.2

2.4

1.8

.30

0

0

0

0

0

0

0

25

23

SO

16

5.3

3.2

3.2

1.8

.30

0

0

80 

0

JUNE

12

6.0

2.4

1.2

.70

2.4

77

44

23

0.1

5.3

4. 2

5.3

1,8

.30

0

0

0

0

0

0

0

0

0

0

0

0

0

0

6-51 

77

0

JULY

0

0

0

0

0

0

0

3.2

5.3

1.8

0

0

0

0

"

0

0

0

0

0

0

12

14

3.2

.70

,,

0

0

0

1 30 

14

0

AUG.

n

0

0

0

'-'

0

0

0

n

0

c

0

0

0

0

0

0

0

IjC1

0

0

0

0

C'

0

1

0

I'

*-'

0

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

n

0

0

0

0

f,

c

0

0

0

0 

0

CAL YR 1959: TOTAL Z0,01o.40 MEAN 54.8 MAX 3,400 MIN 0 AC -FT 3Q,70e

WAT YR 1060: TOTAL o,842.9Ci MEAN 18.7 MAX 1,150 MIN 0 AC-FT 13,57°
RED RIVER BASIN

7-3055. West ntttr Creek at Snyder Lake, tif-ar Mountain Park, OM '

2 

3

b

lu 

11

14 

15

16 

17 

18

21 

22 

23

24

25

27

TOTAL

MAX

MIN

CAL YR

1 

2

4

5

7

a 

1

5

7

3

1

2

4

7

a

0

i

TO AL 

ME N 

HA 

MIN 

AC-FT

J

17

7.c

1.2 

 7.. 

.73

0

15 

7.3 

2.4 

.7J

O

0

J

0 

0

Its 

1/7

^3 

1C

11.4 

71.4

TI St_hA

17 

-^ 7

3'.

5.:

3. * 

21

16

9.1 

7.8

1 .6

* *

' "^

5.7

OISCHA

l.d 

1...

C

.fK

5. i 

l.P

C

L

1.2 

4.2

l.a 

.7L

53.=,

5.;

c

c

L 

C

c

c

t

c

L

C 

C

c

c

,A,

.7C 

.7. 

1.2

C

.7L 

.2-

.21

35.«

" '

0 

3

0

C

0

0

0

0

3

0 

3

0

0

1.0

c

.7C

.70 

C

18.2.

''I

0

3

3

J

3 

J

3

w

L

u

<_

L

,530 ^

,lD<j

0

J

c

c

c 

I 

c

c

41 r

4RH ,8

418

IN 0 

IN C

C

C

r 

c

c

L 

0 

C

0

0

t

c

.7f 

.3

C

C 

0

0

9.6

"

161

AC-rT 

AC-FT

3*7 

3.2

a

3

j 

j

15. 

33

:7

ii

if

1.101 

457 

17C

Z47 

7CI

16 

K

7.6 

4.?

7 4 

17

4,327.5

1,1CC

18,640 

14,730

114

46 

12 

4.2

0 .7" 

1.2

.83 

23 = 

31 

P. 1 

4.2

0 

U

15.6 

^2<s

^f !-f.

r

c

?46

J

>* *

5-4.2:

'B'

"

C

0

c

9

 3

_J

^

0.711

.71

a 

0

0

c

c,

r

c 

c

r

c

174 

If

1.2 

0

^

23?. PC

174

C

C 

0

r

0

c

0

c

0
RED RIVER BASIN

7-3055. West Otter Creek at Snyder Lake, near Mountain Park, Okla.--Continued

iji.Y

t*

J

7

rj

L J

11

^4

- =

.h

17

1 3

- 3

ti

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^^

2i

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^'

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Mz A J

W A A

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CAL f

^

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JI:.,M^

,_

^

bt» I.- L

L

t

^

v

u

I,

L

u

l_

^

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^

L

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0

-

0

jj

>-'

,

^

L

L

u

^

L

^

..E, H CL

JiIL FF.tT

0

£

,j

~

^

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c

L

0

,

L

w

C

aic FLET

PEF j^C0

j

Li

j

c

43

27

H.I

4*2

1.0

j

J

0

j

j

C

J

0

' >

T

u

' J

B5.1

2. =3

43

MA'

v

L

y_

0

D, ttftTE^

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r

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I

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(

I

C

t_

c

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2

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3&

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0

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rj

t

C

0

i

r,

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12T

674. 2C

21.7

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0

1,342

AC-FT 

AC -FT

^7 

14

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3.2

1.8

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fj

0

i

^

0

0

0

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0

0

c

0

c

f

0

u

58. 50

1 . qc^

34j"

116

2,30.'

TO SEPTE^

HEP l'-o4

t

C

n

0

':'

c

0

~

u

c

~

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0

c

c

c

c

2

RER 1^65

^

V

'J

0

n

11

C

C

-

0

£

1

0

c

"

-

-,

0

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c

n

c

w

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0

o

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cw

j

^

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rj

0

1

0

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20 

5.3

34D.3

11.3

221

L

675

OiY

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2

4

'

n

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'i

ij

11

J.^

lj

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Ij

15

17

1-1

1,

2^

tl

<12

2. T

^-t

J =

; 

^7

_ ^

jl ",

31

TOTAL

MtAN

MA X

MIS

AC-FT

.7^

^

"

u

j

l

^

-..7J

.7-

^

Us

,

j !

3 - Q

1.7

1.-

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RED RIVER BASIN

7-3078. Pease River near Childress, Tex.

Location. Lat 34°13'35", long 100 :> 04 I 20", near right bank on downstream side of bridge on Farm 

Road 104, 3 miles downstream from confluence of North and Middle Forks, 17 miles southeast of 

Childrese, Cnildress County, and 19 miles northeast of Paducah, Cottle County.

Drainage area.--2,747 sq mi, of which 559 sq mi is probably noncontributing. 

Records available. December 1959 to September 1962 (discontinued).

Gage. --Water-stage recorder and wire-weight gage. Datum of gage is 1,492.98 ft above mean sea level, 

datum of 1929.

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (2,200 cfs, revised), water years 1961-62

* Date

Oct. 16, 1960

Oct. 13, 1H60

June 25, la61

July 3, 1961

Time

0300

0400

0530

2330

Discharge

5,950

* 14,000

6,280

2,340

Gage 

height

10.78

12.57

10.34

9.36

Date

July 12, 1961

June 5, 1962

June 9, 1962

Time

0130

2300

0500

Discharge

2,920

7,320

4,780

Gage 

height

9.63

11.23

10.43

Date

June 11, 1962

June 18, 1962

July 24, 1962

Sept. 17, 1962

Sept. 20, 1962

Time

0730

2200

2200

0200

1200

Discharge

3,900

3,900

* 8,800

6,100

2,250

Cage 

height

10.12

10.10

10.90

9.32

9.32

Annual minimum discharge years 1961-62

Water year

1961

Date

Aug. 10, 1961

Discharge

0. 20

Gage height

a 6.51

Water year

1962

Date

May 31, 1962

Discharge

0.90

Gage height

6.79

1959-62: Maximum discharge, 19,000 cfs June 9, 1960 (gage height, 13.59 ft); minimum, 0. 

Aug. 10, 1961.

Maximum stage since at least 1909, 22 ft June 1, 1957; flood in May 1935 reached a stage 

18 ft and was the second highest, from information by local resident.

Remarks. --Records fair. Tliree small diversions for irrigation above station.

JlSCHtRGi, I< CUBIC FtET PEP SECOND, *AT£r, rEAR OCTOBER 1S6C TO SEPTEMBER 1961

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114

1.4

685
RED RIVER BASIN

7-3078. Pease River near Childress, Tex. Continued

Hi CUBIC FEET PER SfcCONO, USTfR YEAH r.croBER 1»61 TG SFPTEt'BFP

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RED RIVER BASIN

7-3083. Pease River near Vernon, Tex.

Location.--Lat 34°10'35", long 99°16'50", near left bank on downstream side of bridge on U.S.

Highway 283, 1.9 miles (revised) north of Vernon, Wilbarger County, and 10 miles upstream from 

mouth.

Drainage area. 3,488 sq mi, of which 559 sq mi is probably noncontributing. 

Records available. December 1959 to September 1965.

Gage.--Water-stage recorder and wire-weight gage read once daily. Datum of gage is 1,166.03 ft 

above mean sea level, datum of 1929, Fort Worth supplementary adjustment of 1942.

Average discharge. 5 years, 102 cfs (73,840 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (4,000 cfs, revised), water years 1961-65

Date

Oct. 16, 1960 

Oct. 18, 1960 

July 22, 1961

June 6, 1962 

June 9, 1962

Time

1730 

1800 

020O

1300 

0800

Discharge

5,760 

* 22,500 

7,600

7,200 

* 25,600

Gage 

height

0.26 

4.30 

0.79

1.30 

5.42

Date

June 12, 1962 

July 25, 1962 

Sept. 17, 1962

May 5, 1963 

June 1, 1963

Time

1400 

1230 

0900

2300 

0530

Discharge

5, 300

7 , 000 

9,420

4,950 

* 14,200

Oage 

height

10 . 35 

10.67 

11.25

10.65 

12.90

Date

June 4, 1963 

Sept. 16, 1963

May 30, 1964

May 10, 1965 

Sept. 19, 1965

Time

0400 

1530

2330

1830 

2400

Discharge

5,120 

10,100

* 1, 360

4, 800 

* 31,000

Oage 

height

10.45 

11.42

8.45

12.40 

18.50

1959-65: Maximum discharge, 31,000 cfs Sept. 19, 1965 (gage height, 18.50 ft); no flow at 

times in 1959-65.

Maximum stage since 1890, 24 ft in 1891. Flood in September 1936, reached a stage of 22.0 ft. 

All stages given are for present site and datum. Information by local residents.

Remarks.--Records fair. Four small diversions for irrigation above station. At end of 1964; flow 

from 6.97 sq mi above this station was partly controlled by six floodwater retarding structures 

with a total combined capacity of 1,840 acre-ft below the spillway crests, of which 1,360 acre-ft 

is floodwater retarding capacity and 480 acre-ft is sediment pool capacity. The capacity in 

these pools allocated to sediment storage will be used for conservation storage until eliminated 

by sedimentation.

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RED RIVER BASIN 

7-3082. Pease River near Vernon, Tex --Continued

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7'0 

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?3t

»r33

79".

1,350 

6Cf 

402 

197 

107

?e5

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OC"OBHR 1962 TO SEPTEMBER I?f3

1

2

3

4

7

B

q

1C

11

12

li

14

15

16

17

13

19

20

21

2.2

23

24

26

27

28

29

3U

MAX 

MIN

59

42

33

26

792

173

f>t,

53

33

22

16

13

9, U

7.0

4.2

3.7

12

16

12

9.0

16

15

16

13

13

141

151

61

3.7

39

27

20

17

13

10

8.5

3.0

7..j

e>.

5.

5.

4.

* 

4.G

5.0

b.6

7.-

9.5

-.6

i.\l

9.0

7.0

569

463

150

104

63

4.0

51

72

S5

4B

42

39

34

28

26

24

22

21

2C

19

16

17

16

16

2C

0

0

9

8

t

C

0

9

&

16

17

17

16

lo

15

14

13

12

9.6

7.0

4.0

2.0

2.3

4.0

6.0

b.O

lu

8.0

4.C

6.0

6.C

b.O

fc.O

4.0

6.0

6.0

1C

12

i.a

16

15

13

13

10

lu

U

10

»»0

7.0

9.3

10

13

13

13

13

13

12

10

3.3

^. J

8.0

7.0

6.2

5.8

4 .6

 

_____

4.6

5.4

5.4

5.d

5..;

5.3

5. j

S.6

5.3

a.o

15

30

12

8.J

7.0

5.6

4.2

4.2

3.2

3..

3.0

2.3

2.8

2.6

2.O

2.2

2.4

2.2

45

938

2.u

179

83

41

2o

16

15

13

11

9.J

5.4

4.6

4.6

4.2

3.7

3.7

2.8

2.2

J.C

1.7

1.4

1.4

I, .4

1,4

1..3

378

67

14

7.5

1.3

5.0

4.6

4.C

J.6

864

140

35

12

3.3

2.

1.

.' 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. U

. 0

. 0

. 0

0

U

0

.10

711

2 ,770

0

6,74:

1.25:

431

2,36'

397

236

159

235

Z17

212

115

101

5=i

44

31

25

20

16

12

4.2

2.2

1.8

2.0

4.2

3.7

2.6

2.2

2.0

1.8

2.0

2.l>

1.8

1.5

.71 .6':

.BU

1.0

1.2

2.1

l.i

.7?

,*j

.t?

.fc~

.5^

.4i,

.,.-_ .3"

.2^

.?:

.20

.10

.10

.10

.1:

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. ir

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0

0

0

0

3

J

0

c

0

30

0

1

0

3

0

0

0

0

c

0

0

0

0

1.9

^

SEPT.

64

132

138

4.0

?.?

1.3

.50

.20

.40

l.<<

3.7

ft. 6

:,02^

1 tTCt

722

3'P

122

= t

261"<

6.2

2.0

1.3

. 30

.20

.10

5,515.30

.10

HAT YR 1-J63: TOTAL 31,435.10
RED RIVER BASIN

943

30.4

625

574. tr 

13.2 

221

1

^

j

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6

7

b

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12

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1.4

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£ ^.3.

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174

1"7

157

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24

14

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d.3

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5.1

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57

372

268

1?7

63

4b

3,604.10

119

1, Ctc.

0

OC-FT 

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37

10

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7.4 I.".

r.

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L

f

^

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8.7

SEPT.

/"

C

C

r

c

c,

c

c

G

c

C

t

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11.3CG

10.8CC

1.37C

l.qao

6P1

323

218

165

120

1C4

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3=5

11.3CC

C
RED RIVER BASIN

7-3085. Red River near Burkburnett, Tex.

Location. Lat 34°06'30", long 98°32'00", on downstream side of bridge on U.S. Highways 277 and 281, 

2 miles northeast of Burkburnett, Wichita County.

Drainage area.--20,570 sq mi, of which 5,936 sq mi is probaoly noncontributing.

Records available.--July 1924 to August 1925 (monthly discharge only), December 1959 to September 

1965.

Gage. Water-stage recorder and wire-weight gage rtad once daily. Altitude of gage is 956 ft (from 

 Topographic map). July 11, 1934, to Aug. 31, 1925, chain gage at site 1,000 ft downstream at 

same datum.

Average discharge.--5 years, 816 cfs (590,800 acre-ft per year).

Extremes. Mayimums and minimums (discharge in cubic feet per second, gage height in feet).

above base (9,000 cfs), water years 1961-65

Date

Oct. 14, 1960

Oct. 19, 1960

Oct. 24, 1960

June 7, 1961

July 16, 1961

July 22, 1961

Time

0400

0900

2400

0400

£100

0730

Discharge

16 , 400

* 53,500

14,200

19,800

13,800

14,600

Gage 

height

8.75

11.38

9.06

9.40

S.75

8.83

Date

June 10, 196E

June 17, 1962

June 20, 1962

June 1, 1963

June 4, 1963

Time

0200

1200

1400

2100

2200

Discharge

* 24,600

14,600

20,300

* 28,430

12,430

Gage

height

9.45

8.73

9.43

9.90

8.72

Date

June 16, 1964

June 13, 1965

June 16, 1965

June 28, 1965

Sept. 21, 1965

Time

1100

2300

0200

1200

2400

Discharge

* 10,100

11,400

9,530

16,200

* 58,000

Gage

height

8.58

8.51

8.31

9.13

12.15

discharge, wate

Water year] Date

1361 

1362

laes

Sept. 3, 1961 

Aug. 30, 1962 

Aug. 17, 1963

Discharge

38 

47 

1.4

Gage height

4.83 

5.23 

4.54

Water year

1964 

1965

Date

At times 

Nov. 2, 1964

Discharge

0 

3.?

Gage height

5.14

1924-25, 1959-65: Maximum discharge, 58,000 cfs Sept.. 21, 1965 (gage height, 12.15 ft); no 

flow at times in 1964.

Maximum stage since 1890 occurred in 1891 (stage unknown). Flood in June 1941 (stage unknown) 

was second highest. Flood of May 19, 1935 (stage unknown) destroyed part of highway bridge. 

Flood of June 3, 1957, reached a stage of 13.54 ft (from floodmarks). Flood in September 1923 

reached a stage of 13 ft. Above information from local residents.

Remarks.--Records poor. Many small diversions for irrigation above station. For statement regarding regulation by Soil Conservation Service Floodwater retarding structures, see Pease River 

near Vernon (see station 7-3082).

UnY

7

K 

li

U

14

It.

L^

2_2 

il

J'J 

31

MI; H

'??

lei

ltd

2 1 '. * 

LtJ ,bu'

4,4^

*^»2u j

It,*.. 

11.3LU

3,71:

it^iCi

1Z6

-,JPO

^48

, 

:::::

1.2il,

l.t }L

e>84

575

474

 5CO

352

429

1,33'

l,38u

1.030

' »B

3 04

307

378 

438

620

43<5

157

1.010

123

JUNE

9b

94

10,400

6,400

2,310 

2,760

514

JULY

337 

269

185

'4

2.13G

2.3O

6,140

7,860

474

AUG.

174

140

123

102

87

83 

76

110

181

2B5

488

105 

66

SEPT.

60 

48 

4?

890

Z36 

128

1,580 

1,170

757

2C5

10<3 

92

710 

388 

229

WAT Y" Hoi! TuTAL 5 -;<_ ,
RED RIVER BASIN 

7-3085. Red River near Burkburnett, Tex. Continued

1

2 

3

5 

6

7 

8

12 

1J 

14

15

16

18 

19

21

23 

24

25

.>?

2t

30 

31

MAX 

MIK

193 

154 

17C

117

3-)

l.Slu

l,GlL

3la

1S7

12o

 »9

Ml

2

5

S

1.31'j

84 

237

1,150

J04

6L2

5j«

348

7.0

7iu

374

=110

7,o = i.

a*

UEC

296 

296

J^7

33U

200

jiC

3iC

2 -6

i!7

213

2U5 

I '=7

l c c

193

201

2C =

130

110 

160

15C

U'J

JCu

J.84

eEB

46?

let374

361

20- 

193

2fl

IB 1-

18^

la-.,

15u

14,

157

120

______

lt^

13 0 

16.

Hi

UJ

lf-3

15u

1J4

1-J

It I

Its

d3

7-

7; 

63

Itt

1 5 J 

15'

174

1-25 

177

114 

109

d7

7'

57b 

3,64'

3,410

2.03C 

1,310

37'

31f

26<;

18"

137

126

61 

61

142

268

1.07C

5Si7

1,74: 

1.73C

7 3

1.56& 

1.E3C

1,420

3,61 '

8,7-:

18, =00

ll,?n

8,=6C

6 , 340 

6,h2C

8,'6C

4,331

1.5CC 

1.46C

1,12'

6,13 = 

1,12-

f t ^

?> -.

24 '

1 S

! ==! 

17

2 3

245

1 = -

17-.

i4:

t,7^r

774

5 ^ 

1 C 3

J >i ^~ 

1,44:

1 ti4-

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4?c

2V6

17"

fc6

53

-v;

f i iif

17^

34' 

W

J7?

177

1B4

2,fc?C

3, c "

3,4?P

1.-7-

?e6

1,^ C 4

AC-FT 717,S. L

AC-FT 372,U3o
RED RIVKP BASIN 

7-3US5 Rpd River neir Burkburrptt, Tex.

DJY

5 

4

r

11 

1*

15

1 

il

TQT1L

MIN

U( T.

3l

-5

It

i

.1

4.t

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2.t

4. J 

1.1

71

4,

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1 .

11 

7. f

2.-

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= [.

7^

7

41

r"

4'.

'1

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7" 

t

b-t 

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4-

44 

4l

--H 

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46 

4-

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7 -

-7

Fr u.

71

67

1-j j

U5

1 , - -.

3< -1

41 -

^ 7

-L

177

164

',5

f 7

J

7-

1 -

1.-

1 '

1 L. 

1 '

1.,

1 L

f-, -

1 -

llfF.

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1

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2i 

17

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!= 

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1 /

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2

1, ,'

1 ,

2t 5 

' -1

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I , = 

1 7

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 3

'.77

i

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AUG.

j 

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1 

1

1.

1

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st.r.

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1

217

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54

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a.;

cuoic FH=T pt°

CAY

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5

C

7

t-

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U

13

14

15

17

Id

21

2?

44

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2-

3U

Bl

TUT4L

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MAX

AC-FT

jcr.

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it,.

1 2t

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6i

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31

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31

15

13

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7.1

2.1H2.4 

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6. ^

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7.

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5;

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2,7b

434

t i

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1 -ii

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4,7ti.

47.21U

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iJe

L 2'-

lib

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^ ^^

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j - .

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1P6

143

1ft

. 47

1Z6

112

IK

jiv.

n. j2l

CAL YR 1-.64: TuTAL JL.913.4C ^ 

WAT YR 1365: TbTAL ^93,257.4

J4N.

.

1.2

Lx-2

-7

.4

80

*P

1 .u

161.

1*C

1-2

115

1L&

1. V

115 

112

-4

lib

147

126

115

, 7

63

7d

71

65

65

161

5,t3u

FF-t.

e .

51

41

4 i

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4,,

4-1

55

u

115

iLtiob

112

115

1U, 

112

94

73

7h

4J

55

73

71

6-1

____ 

 

79.2

119

*,4,,

EAN 24E MAX

^.

.

1 _

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4-.

4,

.

t -

76

t -

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113

-7

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71

71

5d

53

51

51

<_5.b

115

4,15.

Apr.

-1

'I

- '

1

" 2

1 1

1, 7

,

: 4

1 1

5'

l.v ,'L

4 i i

2 75

n> ;

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1U

= 1

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1 , - v.

17, 7d,

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c

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i- .

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^''t-

^ t

7 n

2 .M

1,61 '

727

it-

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21,

l-ll

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13(

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11

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T - i.

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4, 1

3, c 

 .,3V

1,7-

"2

'7'

60

1 , '. C '

',*.-.

-,'1

I 3 , -' i" ,

5, "5

671' t,58'

4^3

2,561

2 5 , e < f

 _-_

i, 76

13,li-0

1E--.-C'

Jill V

-, ,

1,7'

i , -

1,

^

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'.

-7

,

,

1

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i -

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^ -

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> -, -

7

1 J

I

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3-

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21

^

1"'

6 1

*^l

3L

27

lv'

14

11

1

I

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3.4

3 .R

I ,j.l

1

i

7

".7

i -* **

7

-5 

34

41, : "

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1, --C

1,1 r1 * 4f

-74

h e ^

7*- J

4,244

41, C.

5,42u MIN C AC-FT li?C,-)CC
RED RIVER BASIN

7-3110. Cache Creek near Walters, Okla.

Location. --Lat 34°20', long 98°17', in SE-J- sec.19, T. 2 S. , R.10 W. , near center of span on downstream 

 s'i'de of pier of bridge on State Highway 53, 1.8 miles east of Walters, 12.3 miles upstream from 

West Cache Creek, and at mile 19.7.

Drainage area.--675 sq mi.

Records available. May 1938 to December 1963 (discontinued).

Gage.--Water-stage recorder. Datum of gage is 938.2 ft above mean sea level (State Highway Department bench mark). Prior to Jan. 8, 1939, wire-weight gage at same site and datum.

Average discharge.--25 years, 184 cfs (133,200 acre-ft per year).

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (1,600 cfs), October 1960 to December- 1963

Date

Oct. 19, 1960

June 6, 1961

June 9, 1961

Sept. 14, 1961

May 28, 1962

Time

1100

1900

0800

1300

1000

Discharge

* 7,700

3,320

3,690

2,660

3,340

Cage 

height

27.79

25.19

25.85

23.64

23.40

Date

June 3, 1962

June 9, 1962

June 19, 1962

June 29, 1962

Oct. 29, 1962

Time

1200

2400

0300

2400

1300

Discharge

6,900

* 13,000

1,730

2,630

3,000

Cage

height

27.12

28.50

17.90

21.12

22.26

Date

Dec. 4, 1962

Mar. 31, 1963

Apr. 28, 1963

Nov. 21, 1963

Time

0200

1100

0400

0300

Discharge

1,670

3,480

* 3,860

146

Cage 

height

17.60

23.36

24.10

7.20

Annual minimum daily discharge, Octobe

Water year

1961 

1962

Date

Oct. 3, 10-12, 1960 

Oct. 20, 24, 25, 1961

Discharge

15

28

Water year

1963 

1964

Date

Aug. 26-28, Sept. 5, 6, 1963 

Nov. 13, 1963

Discharge

14

12

1938-63: Maximum discharge, 28,200 cfs May 18, 1951 (gage height, 39.72 ft); no flow at times 

in 1939-40.

Maximum stage known, 29.72 ft May 18, 1951. Flood in 1906 reached a stage about the same as 

those of May 18, 1951, and May 17, 1947 (gage height, 29.62 ft), from information by local residents.

Remarks. Records good except those for period of no gage-height record, which are fair. Flow partly 

 regulated by Lake Lawtonka (capacity, 42,300 acre-ft prior to late 1953, and 63,000 acre-ft thereafter) on Medicine Creek, by Lake Thomas (capacity, 8,300 acre-ft) on Little Medicine Creek, and 

since Mar. 6, 1961, by Lake Ellsworth (papacity, 94,500 acre-ft) on East Cache Creek. Low flow 

sustained by sewage from cities of Lawton and Walters. Records of chemical analyses for the water 

years 1961 and 1963 are published in reports of the Geological Survey.

Revisions.--WSF 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WATtR YEAR OCTOBER 1960 TO SEPTEMBER 1O61

1

2

3 

4 

5

6

7

a

9

1C

12

13 

14

16

18

20 

21

24

26 

27

29

30

MEAN

17

15 

19 

26

19 

17 

16

15 

17 

32

62

1,100

3,1,40 

979

585

C3 

64

4fc

508

132

132

125

98

70

56 

44

34 

34 

32

34

38

2S

30

28 

Z9

24

26

27 

27 

J7

2fc

45

716 

37C 

188

114

83

7B 

72

49

36 

41

117

290

117

-JC 

220

172

92

58 

56 

55

54

97

52 

49

44

43 

43

47

34.4

48

48 

47 

52

186

132

98 

78 

68

62

6<J

61 

60

101

92 

83

 

92.3

70

60

60

56

4,

22 

22 

22

Zl

762

148

1C!

78

52

5j

2Jfc

126

9fl4

813

122

98

8C

8fc

75 

62

5tt

53

52

46

47

44

40

36

35

103 

813

35

43 

72

45

37 

32 

31

27

588

<=6

7C 

52

3=1

38

32

81.8 

CB6

27

99 

865

2.C50

223 

139 

146

917

132

92

86

83

83 

75

103

298

534 

3.26C

1C7

49

4 C

33

32

63 

52

3?

28

26

26

31

69 

72

36

25

42.5 

107

23

24 

23

31

22 

22 

21

23

22

25

26 

24

22 

22

21

17 

17

22.5

31

18 

18

27 

164

24 

21

53 

769 

2,330

217

125

92 

C 8

80 

70

97

47 

60

189 

2t330
RED RIVER BASIN 

7-3110. Cache Creek near Walters, Otla.--Continued

t

3

7

1. 

11

12

t4 

IE

17

H 

21

t7

2K

Tu T AL

MAX 

MIN

-

;

-*

1 >

si

2»

"

32

1,21-

..-v

--=

-->--

:»

1.2

\1t

llh

1. *

-1-

1ZU7

'3"

".

--

at

«.3 

15L 

. ,3

7 Q

l-rt

ill

111 

111

5 ^

^

55

-2

7b 

57

.36

70 

i28

74

45

52

45 

47

5,

245

~^

n5

25;

25J

31.0

250 

2iu

251

255 

321

250 

255

255

255 

27,.

?H5

2*; 

214

112

46

t4

39

3 ) 

42

3S

- b

- -*

2 '?

3-

15

->>:

IS

jb

jt

37 

33

ij

58 

2B1 

415

. it

2S

6G

41 

54

89

54 

4P

3">

211

518

2,660 

W

25

657

3.73C

It270

9,760 

10,BcO

6,500 

4,870 

2,180

656 

576

154 

115

1,0<?C

H5

??1

in

77

72 

7C

6J

ZH

489

It?

;7

375

375

364

364 

353

342 

342

44 

42

35 

32 

34

6,149

32

SEPT

36

34

41

51

41

25

54

38 

23

3? 

31 

31

f-3

18 

31

1,1° 3

1

 >

7

12 

13 

14 

15

17

ZK

21 

22

2=,

25

27

2° 

3C

TOTAL

MEAN

WIN 

AC-FT

CAL ti

Z7

2,

0 5

33

2- 

2B

52-

27

I tois Ti

DISCHu

;=.

-

4,.

47

j7

38

34

42 

41

J *

1:7

158 

7? 

bL

_.«u

T4.L 1J ,,:

u,c, i-i c

77

«25

3*

70

31

51

46

 45 

57 

5C

43

44 

45

43

43 

7,26;

51

JBK FbET

42

42

42

40 

39 

39 

41

40

40

40

41 

41 

43

39

38 

38 

37

36 

2,490

I*

3o

36

34

32

32 

32 

32

32

31

31 

31 

3J

30

-_J

1.B20

J.

31

34

 2

£ *

42

35

31

3U

23

23

217

9, J1C.

YEAR CCT

!25

48

43

40

36 

35

39 

35

32 

28

2£

1.-.7C

243 

117

2B 

12, sic

II

67

63

61

42 

40 

33

37

35

32

32 

32

32

33 

31 

31 

35

31

?,35C

8- 

224

179

4H

3ft

36

33 

32

32

31

3L 

28 

2R

25

25

24 

24 

24

24 

4,340

23 

23

21

22

21

43 

147

31

20

18

19 

2C

13

2,oc;

18 

18

17

17

17

17 

15 

lo 

16

16

15 

16

16

15

14 

14 

15 

15

18 

14

16 

36

14

15

16

17 

17

18

17

18 

17

17

15

16 

If

U 

16

28 

14

Note. No gage-height record Feb. 1 to Mar. 3.
RED RIVER BASIN 

7-3110. Cache Creek near Walters, Okla. Continued

DISCHAHGE, IN CUBIC FEET PER SECOND, OCTOBER TO DECEMBER 1963
RED RIVER BASIN

7-3112. Blue Beaver Creek near Cache. Okla. 

(Hydrologic bench-mark station)

Location. «Lat 34°37'24", long 98°33'48", in NE^-HE^- sec.g«, T. 3 K. , R.13 W. , on downstream side nf 

right bank pier of bridge on U.S. Highway 62, 3,000 ft upstream from St. Louis-San Franeiscn Railway Co. bridge, 4 miles east of Cache, and at mile 13.0.

Drainage area.--24.6 sq mi.

Records available.--July 1964 to September 1965.

Gage.--Digital water-stage recorder. Datum of gage is I,fil5.10 ft above mean sea level (State Highway Department bench mark).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above has; (500 efs), July 19S4 to September 1965

Date

1964

Time

-

Discharge

(a)

Gage 

height

-

Date

Nov. 6, 1964

Time

1915

Discharge

HI'0

Gage 

height

9.54

Date

Apr. 3, 1965 

Apr. 5, 1965

Time

0230 

1330

Discharge

* 1,740 

710

Gage 

height

10.78 

9.19

No flow at times In each year.

1964-65: Maximum discharge, 1,740 cfs Apr. 3, 1965 (jage height, 10.78 ft), from rating curve 

extended above 100 cfs on basis of conveyance studies; no flow at times in each year.

Remarks. Records good except those for periods of no gage-tieight record, which are poor. Minor regulation by Lakes Rush, Jed Johnson, and Ketch (combined surface area, 132 acres). Records of 

chemical analyses for the water year 1965 are published in reports of the Geological Survey. 

No flow for period July to September 1964.

1

4

5

b

i.

11

lt

13

14

15

17

18

15

2.-

2i

22

23

24

 ^

26

27

3C 

31

TQT4L 

MEAN 

MAX

M1N

j

0

c

-

j

j

L

^

U

J

J

0

0

J

-

"

^

J

u

^1

-7

.L6

43

2i

11

14

11

7.7

Id7

173

7b

4'

j^

27

^2

iJ

17

11

~~~

It^Ti.j

7.6

7.4

D .9

0.1

5.4

16

1-i

12

9.5

8.5

7.1

7.2

n.4

3.7

:.4

5. ?

1. 3

5 . *

5.6

5 . v

b.t

3.5

5.1

7. it 

U

3.1

j>

3.2

3.4

3.2

2.5

4.2

3.6

J . 2

^. fc

.. 3

;.j

1.7

1.7

1.5

i.l

4.3

^ 4

L .6

t.2

4.5

^ 7

-.,,

~*t

l;: ? 2

;.*-

tE»N

3.8

2.8

2.5

2,3

<5

2

1

r

7.7

7.2

7.J

6.0

-J.2

6.3

13

6.5

5.5

___

t.7tj 

IS 2.-,

MAX

J.5

j.i

1.5

J.I

2.9

2.5

2.2

2.=

1 , ^

3.1

2.7

t:=

2.-

2.-'

2.2

2.1

1. 5

1.7

l.b

1.7

I.ft

l.b

' ;"

1.5

] .5

22 .

31

13

7.

31

r

j,,

i

i;c-'

2 '

1'.

i'.f

1 .C

4.C

'," U

/ .V

' : ,:

L.5

IN

l."

.to

.6..,

1,5

1.0

I.-'

, sr

14

6. -

4.L

2.4

1.5

J -

--

1 .^

 J U

1 +

2.7

3... 

3.6

2.t7 

14

.6L

tC-FT

3.2

1.7

1.5

1.3

.7,

.7'3

2.8

1.7

2.1

1. ' 

1 . C ."i"

.81.

.7.

,F°

*fc"

. e;

1.?

.8r

.4. .4'

1.?'

.4

JBEP ^"

.^

. ." C

.1C

.J-

.,

rj.

L

 ^

,

3

T

3

a

^

^

c

s

SfPT

r

L

<-

0

t

C

C

L

^

J

0

tr

c

r

r

 

f 

c

Note. No gage-height record Feb. 1 to Mi
REP RIVER BASIN

7-3115. Deep Red Run near Randlett. Okla.

Location.--Lat 34°13'15", long 98°27'10", in SW£ sec.10, T.4 S. , F.12 W., near right bank on down-

 stream side of pier of bridge on U.S. Highway 277. 2.8 miles north of Randlett and at mile 4.3.

Drainage area. 617 sq mi.

Records available.--October 1949 to September 1965.

Qage.--Water-stage recorder. Datum of gage is 924.49 ft above mean sea level, datum of 1929 (State

 Highway Department bench mark). Prior to Nov. 10, 1949, wire-weight gage at same site and datum.

Average discharge. 16 years, llfi cfs (83,980 acre-ft per year).

Extremes.--Haxlmums and minimums (discharge in cubic feet per second, gage height in feet), 

discharge (*) and peak discharges above base (2,000 cfs),

Date

Oct. 19, I960 

Sept. 15, 1961

June 11, 1962

Time

0030 

0800

1630

Discharge

* 18,900 

3,830

* 5,660

Gage 

height

26.06 

22.19

22.94

Date

Apr. 29, 1963

May 8, 1964

Time

0800

0700

Discharge

* 1,710

* 1,160

Qage

height

18.00

14.56

Date

Nov. 5, 1964 

Nov. EO, 1364

Time

0100 

0300

Discharge

2,500

Qage 

height

20.67 

21.34

No flow at times in each year.

1949-65: Maximum discharge, 30,000 cfs (revised), May 18, 1951 (gage height, 27.10 ft), from 

rating curve extended above 13,000 cfs by logarithmic plotting; no flow at times in most years.

Maximum stage known occurred in 1908, somewhat exceeding 27 ft, from information by local residents.

Remarks.--Records good.

Revisions (water years).--WSP 1211: Drainage area. WSP 1631: 1956. Revised figures of discharge, 

in cubic feet per second, for high-water period in the water year 1951, superseding those published in WSP 1211 and 1731, are given herewith:

May 18, 1951....... 23,800 May 19, 1951....... 12,700

Month

May 

Wa 

Ca

Revi

ter year 1950-51 ...................... ....

Cfs-days

61,184.5

Maximum

23,800 

23,800 

23,800

Minimum

1.1 

0

Mean

1,974 

214 

221

Runoff in

acre-feet

121,400 

155,300 

160,000

sed peak discharge . 1950-51 : May 18, 1951 (0900) 30,000 cfs (27.10 ft).

LflSCHUub, I -1 CUBIC FLtrT PE^ 3ECUIU, wATtK YEAP I'CTDBE-i l)tj. Til SfPTf-,arp. !-(.'

CflY

1

2

3

t

5

6

7

a

3

1C

12 

13

14

15

16

17

18

19

2*.

21

22

23

24

25

26

27

28

29

30

TOTAL

MEAN 

MAX 

HIM

GCT.

c

0

c

16

25

4.<i

1.4

.7

.5

.2

.1

0

o

253

620

135

6,120

ll.iiou

5.27C

2.4JC

4U8

35

58

60

104

285

148

52

31

9C1 

11,800

NJV.

tt

11

J.5

B.4

7.-

o.5

6.2

5.7

3.2

5. '

4.8 

4.B

.5

.J

.«

.9

 b

4.5

4.3

4.3

4.3

4. [)

4.0

4. C

4.G

4. U

4.0

4.0

14

4.0

3.6

3.4

3.4

3.4

5.4

3.8

5J

31^

236

335

1,110

1^4

77

54

3i

Z<-

25

21

18

17

14

14

13

10

y .9

11

14

16

3.4

314

32fc

1 -,

5

7

5

8

H

t.

7

4

4

*

a

2

2

2

1

^.5

4i.fi

Q. 4

b.6

1C

V.B

1C

11

1C

12

8.4

14

14

15

14

19

35

53

72

103

26

23

16

14

12

12

11

11

10

11

273

292

112

53

33

24

18

 

 

10

1^

i ^

2

1

1

1

,j

3.2

3.

8.

b.

d.

d.

11

lf>3

2 <t

2 2

1 2

3

0

8

Q

8

6

p

^

2 0

8.1

7 = C

3bC

IL T

4b

2=,

IS

14

14

5C

141

22 

14

11

°.5

8.6

8.4

7.6

7.0

6.5

t.5

f .2

5.5

5.0

5.0

4.8

4.C

3.6

3.4

11

3.4

1T2-j j

^ r.

*4

22

bj

32

3a

21

11

4.8

3.8

3.2

2.8

3.4

4^

151

277

1C =

28

12

7.8

5.7

4.8

3.8

3.b

3.4

3.U

2. 6

7.2

1.7

1 .7

>< ;

7-

43 '

217 «^~4

7"

if.l

17

471

403

534

15P

4^

23

15

11

-.2

7.'

ft .r

12

32

9?

25

12

7.6

1.7

q

1.4

J .t

;. 1

. >,"

,

a ^ I

.1"

. i -

1. 1

U15

'E

6.3

4.1

1. 7

.^f

.50

.10

.1,

"t

Q

-

1

n

0

']

3

J

0

l)

-,

1

!

j

125

154

23

11

6. :

3.S

'.4

1.7

1.2

.80

.70

154 

3

a it

. 7,'

li

5i

1,

> .7

7.P

f m r

3.4

1

1EP

2, 24

1,72'

1,'T'

<«4

IP

1?

«.=

7.6

6. r

c. ^ f

4.3

3.4

'.2

3.r

?.»

2.6

2?3

CAL YR H60: TOTAL 49,594.60 MEAN 136 MAX 11.8CC MIN C AC-FT OB, 370
RED RIVER BASIH

7-3115. Deep Red Run near Randlett, Okla.--Continued

DISCHARGE, IN CUBIC FtET PER SECOND, WATFi- YEAR TCTDBEB 19tl TO SEPTFMBER

1

2

-i

5

1 

2

3 

4

6

7 

8

<; 

i

2 

3 

4 

5

6

7 

8

0

MEAN 

MAX 

HIM

4.'J 

J.8 

4.0

4.0

10

77

56 

17 

11 

7.3

5.7

4.3 

3.t) 

3.6 

3.2

2.B 

2.8 

2.8 

2.8 

2.6

2.2

2.4 

3.0 

3.2

3.2 

3.4

8.55

2.2

43 

4t4 

376 

7>J

25 

14

3.B

3.J 

2.6 

11

21

36 

64

29

9.5 

73 

246 

95 

37

17 

11

7.8 

5.5 

4.8

58.8

2.6

3.4

3.2 

j'.2

6.5 

5.5 

5.7

2* 

43

30

13

S. 9 

6.5

5.5

5.C

5.C 

4.8 

i.b 

4.5

4.5

8.55

3.2

4.5

4.3 

4.5

4.5

3.6 

4.3 

4.5

4.8 

5.0 

5.0

4.5

4.3 

4.0 

4.0 

3.8 

4.3

4.5 

4.8 

5.0 

4.8 

4.5

"?«

3.6

4.3

4.3 

4.3

3.3

4.0 

4.3

3.8

4.8 

4.B

3.8 

3.8 

3.8 

3.6 

3.4

3.6

3.8 

3.8

4.04

3.4

3.0

3.o

3.8 

3.8

3. a

3.0 

3.0

4.5 

4.3 

4.3

4.C

3.2

3.0

2.8 

2.8

3.55

2.6

2.6

2.8 

3.6

3.0 

2.6

2.2 

2.4

2.4

2.1 

2.2 

2.2

2C 

552

2E2

174 

1,150 

1,411 

615

1'tZ

2, 1

63

48

183

16

13 

12 

11

11

10

9.5

9.8

12 

1=3 

70 

20 

11

94 

188 

26 

12 

237

53.1

9.2

123

1, ,7"

73^ 

171

l,2<50 

423 

115

^1 

3? 

22

1.130 

166

35

17

15 

21 

187 

3 It 

421

76C

15

7i

9.?

6.5

2.2

2,1

2. a

2.4 

2.4 

2.2

123 

25 

11

8.4

149 

243 

'8 

17 

12

27.3

1.9

3,6 

5.7

3.b 3.'

1.2

.91

 ?0 

.7J 

.40 

,30 

.30

 30 

.40 

.30

0

0 

0 

0 

D

0 

0 

0 

0 

0

1.2C 

8.6 

0 

74

f

1.4

1.'.

1.2

I. 1

326

17

14 

12

a. 6

6.C

4. C 

53 

'.4E

210

21 

15

i ; 

11 

11

467 

1.25D 

1,150

136 

23

18P 

1.25G 

0 

11.160

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OC.TOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

6

7

a

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MEAN 

MAX 

M1N

21

17

16

15

85

437

164

26

18

15

14

12

L2

9.8

7.0

5.5

4.8

4.5

8.0

34

12

23

7.4

8.6

7.8

6.7

6.7

453

971

244

36.6 

971

30

15

13

11

9.5

7.1

4.8

9.7

6.7

6.2

5.7

5.5

6.0

4.3

3.0

2.8

2.1

0.5

9.6

5.7

5.5

5.7

6.2

6.5

13

399

589

172

33

47.1 

589

20

419

646

211

65

30

24

2u

la

15

14

12

12

11

11

11

lu

9.7

10

12

It

15

14

12

11

10

10

9.7

9.7

9.7

55.8 

646

10

5.7

c

C

j.

1

1

G

S.7

9.

8.

7.

6.

6.

6.

6.

7.

7.

6.

7.

8*(

8.

8.

6.

6.

6.

6.

6.

6.

8.

8.2B 

11

f-3

9.0

9.0

9.3

S.S

9.C

9.0

8.6

9.3

9.C

9.0

9.3

9.0

8.3

8.3

3.6

9.7

10

9.0

11

10

10

9.3

8.6

8.0

6.9

6.6

 

 

8.91 

11

6.3

6.6

6.3

6.3

6.0

6.0

5.6

6.3

6.6

25

54

43

15

10

9.0

7.

6.

6. (

5.

4.

4.

3.

3.

3.

3.

3.

3.

3.

13

608

28.9

1,330

75

30

"

19

17

14

13

11

10

6.5

9.7

7.3

7.3

4.9

3.9

10

18

12

8.3

3.5

3.4

6.3

3.7

4.2

56

1,040

1.4CO

150

169

34

18

15

26

185

849

546

69

26

17

12

9.0

8.6

6.6

5.1

4.8

4.5

17

39

14

12

9.0

6.3

6.0

4.5

4.3

2.5

.70

34

22

65.7

204

1,360

1,020

71

31

22

18

15

13

226

102

84

143

29

16

11

8. -3

5.6

5.1

3.8

3.2

2.8

2.2

1.7

1.4

1.4

1.4

1.4

1.6

137

1.6

1.4 

1.2

1.1

.«C

.80

.5C

.40

.20

.2C

.30

.20

.70

4

A

5

5

0

4.3

2.6

1.7

1.1

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.30

.20

0

0

c

.10

0

0

5.49 

0

0

3.1

4.8

2.8

1.4

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.20

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.42

c

SEPT.

C

c 

c

0

c

0

0

c

0

c

0

32

1.?

.10

0

15

2B

19

5.9

2.1

.80

.4C

.30

.30

.4C

.7C

.20 .3<~

1.1

.3C

1C8.60 

3.62

C

215

CAL YR 1362: TOTAL 41,428.40
RED RIVER EASIN 

7-2115. Beep Red Run near Randlett, Old a.--Continued

J5Y

1

,

-,

_,

7

1'

it

1 '

15

IT

17

ly

-'

21

23

24

23

,i.

27

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Ji 

31

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AC-FT

 

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. 31

4. 7<-

 

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1.6

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3. '

4 J

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4 '3

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1 =

12

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4.2

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1.6

1.4

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. 70

. 7-

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MAX

.7,

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.7-

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.7-

1.6

1.7

1.4

1.4

7* fc

1.IJ

1.2

1.1

1.1

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1.4

1.4

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1.4

1.1

1.1

.70 

,7'v

J5.5i

7.

,7C

. ?L

.70

.30

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.^0

1. Q

1.5

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1.2

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1.6 

1. '

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2.4

58

ifi r

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2 "

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73

72J

73

26

60

132

33

3.t

2.6

!.< 

1.4

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0

5.0 

324 

536

2.C26.30 

65.4 

723

4,C2f

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3&:

68

22

12

7.i

5.1

6.9

4.C

2.2

1.4

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53

H

3.6

6.6

3.4

1.6

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.10

0

0

0

0

0

0

713. 7C 

23.8 

36"

1,420

2^250

r

C

C

:

C

C

0

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3

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0

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1

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0

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a

0

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0

0

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3

26

6.6

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0

0

0

0

0

0 

0

36.10 

1.16 

26

72

J

l

0

C

0

o

C

^

3

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4: i<;4

37

21

3.8

581

98

34

16

141

20 7

100

1,8?1.8 

61.1 

531

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1

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11

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15

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I/

le

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26

27

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31

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MAX

WIN

1 1

l.c

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0

133

311

at

21

11

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3.t

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1.2

1.7

1.7

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l.'j

£l . 2

l.t

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3.4

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2.0

1.5

l.L

l.L

l.f

i.b

1.5

2.1,

t.5

i.t

i.L

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1. ^

,'.C

2.0

£.0

2. 0

1.0

i.O

i.j

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2.?

t .l

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2.4

2.4

£.4

2. o

3.1=

15

It

*-.!

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4.3

3.4

If

1. j

1.0

1.4

i.l

1.4

l.b

1.7

3.0

4.5

8.1.

U.2

4.8

3.6

2.8

2.2

1.5

1.6

1.6

1.4

1.4

1.4

1.4

1.4

1.4

1.2

 

d.3

1.1

1.2

1. 1

1.1

1.6

2.2

2.6

3.2

3.2

3.4

3.4

2!fi

2.1

l.°

1. J

1.7

1.7

1.7

1.1

1.0

1.2

1.4

1.4

1.-.

1. b

111

4.5

1 . u

5.6

6.5

14

23

123

34

51

44

18

11

12

445

b2 c

1CL.

?2

IB

12

r'.5

6. 1;

b.4

4.5

J.8

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3.2

5.1

3.e

5..1

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3.0

2.4

2.2

2. 1

1.7

l.«

2.2

!= 

23

14

4.5

3.2

4.8

3.0

2.2

l. 1-

1.7

1.7

7.4

t>. 6

3.6

2. a

5.3

11

35

23 

12

^5

1.7

4.3

3.0

1.4

1.'

. T,

1.2

1.7

3.0

1.=

1.1

11,7

304

4 3

6 3

3

5

7.3

4.3

2.8

1.7

70

191

47 

19

7.3

673

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2.2

1.6

.3'!

.2 )

.U

n

,T

c

0

0

0

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2^

7.6

3.(,

1.1

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. J 1

r

22

1 11

1.2

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.2C

^.28 

111

C

0

0

0

0

0

. 30

0

0

0

0

0

0

.30

10

14

16

7.3

3.2

2.1

2.2

2.1,°a

0

0

u

0 

0

1.91 

16

0

SEPT.

3.4

1.7

0

0

0

0

^

0

0

0

0

0

0

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10

199

847

1,150

150

2u

12

6.9

4.3 

3.2

2.2 

1.9

fC.A 

1.150

0

CAL 1<> 1,0-,: Ti-TAL i j , l^S.t 1 MEAN 52.3 CAX 2,52t MIN 0 AC-FT 37.950 

WAT VR l-f-s: TblAL 2_, *£)-). ji MbAN 56.1 "AX 2.52C MIN 0 AC-FT 4U.600
RED RIVER BASIN

7-3116. North Fork Wichita River near Paducah, Tex.

Location.--Lat 33'57'00", long 100°03'50", near center of stream on downstream side of county bridg°, 

 4 miles downstream from Cottonwool Creek, 7 miles downstream from Salt Creek, 13 miles upstream 

from Middle Pork, and 14 miles southeast of Paducah, Cottle County.

Drainage area. 540 sq mi.

Records available.--Occasional low-flow measurements, water years 1951-54. July 1Q61 to September 1PP.5.

Gage. Water-stage recorder.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in fe^t).

(*) and peak disch ibove base (400 cfs), water years 1961-65

Date

July 12, 1961 

July 15, 1961

June 5, 1962

June 11, 1962

June 27, 1962

Aug. 1, 19R2

Tin,.

1300 

1500

1100

1500

1700

0200

2400

Discharge

*a 1,750 

644

790

575

502

K2

476

Gage 

height

7.89 

6.18

6.48

6.14

6.13

5.76

5.94

Date

Sept. 17, 1962

Oct. 28, 1962

May 30, 19S4

Apr. 14, 1965

May 10, 1965

Time

2030

O700

1000

2000

0330

Dis.iharg;

* 1,88O

* 690

* 373

1,900

667

Gage 

height

6.28

5.77

8.18

6.27

Date

June 25, 1965

Aug. 15, 1965

Sept. 19, 196R

Time

0630

2200

1100

Discharge

2.300

644

* 4,300

Sage

height

8.70

6.18

10.80

a Maximum for period July to Septembe 1961.

minimum discharge, wate

Water year

1961

1962

1963

Date

Sept. 2, 1961

Aug. 30, 1962

Jan. 23, 196*

Discharge

a 1.8

1.8

.90

Gage height

4.16

4.12

3.99

Water year

1964

1965

Date

Sept. 1-4, 1965

At time a

Discharge

0,3f

2.2

Sage height

4.35

-

period July tn September 1961.

19R1-65: Maximum flisclwrge, 4,300 cfs Sept. 19, 1965 ge height, 10.80 ft); minimum, 0.3 of?

Sept. 1-4, 19R4.

Maximum stage since 1908, 29.5 ft in October 1955; flood in May or June 1956 reached a stage of 

g"7 ft, from information by local resident.

Remarks.--Records good. One small diversion for irrigation above station.

DISCHARGE, IN CUBIC FEET PEE SECOND, JULY TO SEPTEMBER 1961

1

£

-

^

7

0

10

11

11

12

1*

- >

17

13

1-

2i.

tl

?Z

23

Iti*>

21

2a

& -«

ij

31

TOTAL

MEAN

MAX 

MIN 

AC-FT

______

 

 

-----

JUNE

 

JULY

_

-

-

-

-

_

-

-

-

-

5U3

°0

41

302

°2

35

26

21

21

01

351

43

27

23

21 

20

19

17

1«

16

Z

-

AUG.

15

14

12

8.8

8.8

7.2

6.4

6,4

5.6

4.3

3.7

3.7

3.7

3.7

39

14

6.4

4.3

2C

18

7.2

5.6

4.3

4.3

3.7

3.2 

3.2

3.2

3.2

3.2

3.2

?49.3

8.04

39 

3.2 

404

SEPT.

2.6

2.2

14

17

9.7

8.C

3.C

8.0

7.2

7.2

6.4

8.8

8.0

6.4

6.4

7.2

6.4

5.6

7.4

11

6.4

5.0

5.0

5.0

4.3

6.4

6.4

6.4

8.0

7.2

?17.6 

7.25

17 

2.2 

432
RED RIVER BASIN

7-3116. North Fork Wlchlta River near Paducah, Tex,--Continued

OISCHARGE, IN CUBIC FEET PER SECOND, V.ATER YEAR OCTOBER 1561 TO SEPTEMBER

DAY

1

2

1

4

b

6

7

a

3

1C

11

12

13

14

15

16

17

16

19

20

21

23

24

25

26

27

28

Jl

MEAN 

MAX 

MIN

CAL Y

OCT.

6.*

11

6.3

o.O

7.2

7.2

7.2

6.4

22

15

7.2

7.2

7.2

7.2

7.2

7.2

d.O

B.j

8.0

D. J

7.2

5.6

5.0

5.0

5. j

6.4

7.2

a. 

7.80

22 

5i ^

< 1961: T

NUV.

14

42

11

8.8

o.u

3.0

B.O

B.O

8 .L

6.0

8.0

B.J

B.C

15

20

12

H

°.7

12

12

12

12

12

12

11

11

If.

12. 'J 

42 

i.M

jTAL

DEC.

L3

12

12

12

"

12

11

16

14

12

13

10

12

14

14

16

15

14

t3

13

15

li

l t

12

12

12

L2

13

16 

10

JAN.

13

13

1J

13

1"

15

14

1't

1L

8.C

7.0

5.0

12

15

L3

U

12

12

'-.0

c.C

10

10

13

14

16

14

u

11

19

E4N

FEB.

11

11

LI

11

9.7

11

11

11

11

11

11

11

9.

9.

9.

9.

9.

3.

9.

9.

LI

11

°.7

11

1L

11

8.0

11

M4X

MAR.

LO

14

13

12

12

12

12

12

L'

12

3.7

9.7

9. 7

LI

12

LL

11

LI

11

12

B.B

B.O

7.^

7.2

7.Z

7.Z

7.2

It

^

APR.

7.2

7.2

8.0

9.6

2C

12

 -.7

fi.r

7.2

7.2

7.2

7.2

7.2

'-,.4

5.6

5.6

t.4

7.2

7.2

6.4

 i.6

5.*

Ib

13

11

IS

11

IN 

IN 2.6

MAY

6.4

5.6

5.6

5.6

5.6

5.6

5.6

25

13

6.4

5.6

5.1

5.G

5.6

6.4

6.4

7.2

7.2

6.4

6.?

13

5.6

5.6

5.6

b. 4

6.4

5.6

5.1

fiC-FT 

dC-FT

JUNF

23

18

9.7

9.7

210

LSI

38

13

106

76

195

151

79

16

12

9.7

B.B

8.3

10

8.0

7.2

6.4

6.4

fr.4

15

123

14

1^,900

JULY

6.0

7.Z

6.4

fc.4

7.2

A. 4

5.t

5.6

6.4

7.1

5.6

5.6

4. J

3.7

4.'

4.'

5. r.

5.6

14

16

5..

13

3.^

16

13

13

7.3

5..-

Aur,.

16

207

32

15

9.7

8.u

7.2

6.4

5.6

5.:

5.0

5.r

6.4

1.7

5.6

5.C

4.3

3.7

3.2

3.2

3.7

3.2

2.6

2.6

2.6

2.6

2.6

3.2

SEPT.

t.3

21

4

.8

!

t.3

5.0

4.3

4.3

4.3

3.7

1.7

3.7

6.2

5f 4

117

I'-

?.7

S.ii

5.r

4.3

14

2C

9.7

6.4

= 1.* 

3.7

TL7AL

ME AN 

MA\ 

M1H
REP RIVER BASIS 

7-3116. North Fork Wichita River near Paducah, Tey. Continued

3.7 

3.2

3.2

AC-FT 4,4<-

1 

3

5 

7

8

11

12

13 

14 

15

15 

17

19

21

22 

t4

25

27

2* 

3L

Jl

MEAN 

MAX 

HIM

3.7

;,7 

3.7

3.2

3.«

3. '

3.2

3. :

6. j

3. 7

3. 7

3.7

3.c

3.7 

3.7

3.2

4.3

4.3 

4.3

3.7

3.2

3.7 

3.7 

3. 7

3.7 

3.7

2.6

2.o

3.7

2.b 

3.7

 i. 7

B.U

::°3

3.7

3.7

3.7 

4.3

2.6

4.3

5.U

5.C

-

3.

3.

5..

4.3

4.3

4.3

5.1)

3.7

5.0

S.O

i.6

i.C

5. ' 

4.3 

4.3

4.3

4.3

5.Q

5.6

5.C

3.7

3.7

3.7

3.2

5.3

5. J

6.4

5.6

5.1, 

5.0

5.U

5.u 

5.2.

5.J

5.0

4.3

 

3.2

b. b

5.6 

b.o

I: 6.

5. L

4.3

4.3 

3.7

4.3

1:1

5.C

5.0

5. j

3.7

f.a

= .7

6.4

21

35

15 

t .4

444 

271

14

6.4

3.7

3.2

6.4

5.0

4<4 

3.2

s.o

" ^

7.2

13

12 

19

5.7

7.2 

7.i

0.4

5.6

6.4

15

5.6

6.4

19h

5.0

it. 1

4.3

4.3

5. ft

4.3 

3.7 

3.7

3.7 

3.7

3.7

2° 

4.3 

198

578

11

5.6

578 

3.7

 ".7

4.1

1:1

2.J 

2.?

2.2 

2.2

2.2

4!^

3.'

2.6

S.8

3.2

;. >

37

0.4 

3.?

'.2 

1U

151 

1*

2,2 

2.2

a. 6

3.2

3.2

2.2

2.2

2.2

2.2

151 

2.2

r.2

2.t

3.7

3.2

3.2

1.2

2,2- 

44'

4u

a. i.

b.C

5. :

5.C

 

2, 'SO 

2.2
RED RIVER BASIN

7-3117. North Fork Wichita River near Truseott, Tex.

Location Lat 33"49" 10", long 99°47 I 10", near right bank on downstream side of bridge on otate Highway 183 ,4$ miles north of Truscott, Knox County, and 33 miles up.trearn from confluence with South 

Fork.

Drainage area.--937 sq ml.

Records available. Occasional low-flow measurements, water years 1952-57. December 1959 to September 1965

Gage.--Water-stage recorder. Datum of gage is 1,351.78 ft above mean sea level, datum of 1929. 

Average discharge.--5 years (1960-65), 51.4 cfs (37,210 acre-ft per year). 

Extremes. Maxlmums and minimums (discharge In cubic feet per second, ^ge height in feet).

Annual maximum discharge (*) and peak discharge e base (1,000 efs), water years 1361-b5

Date

Oct. 18, 1960

Mar. 17, 1961

June 25, 1961

July 22, 1961

Aug. 14, 1961

Sept. 3, 1961

June 6, 1962

Time

1200

0300

0500

0600

2300

2000

1330

Discharge

* 6,990

1,030

1,500

1,110

1,070

1,500

* 1,500

Gage 

height

16.62

8.12

3.08

8.34

8.20

9.06

9.07

Date

Sept. 4, 1962

Sept. 17, 1962

Apr. 26, 1963

May 5, 1963

May 31, 1963

May 30, 1964

Time

1700

2000

2100

1500

0930

2100

Discharge

1,400

1,250

1,750

1,030

* 4,660

2,010

Gage 

height

8.88

8.81

9.69

8.20

14.09

10.12

Date

June 12, 1964

Apr. 15, 1965

June 25, 1965

Aug. 16, 196S

Sept. 19, 1965

Time

2200

0700

1700

1900

1400

Discharge

* 2,b70

1,500

2,190

1,300

* 28,900

Gage 

height

11.24

9.43

10.83

9.08

21.96

Annual minimum discharge

Water year

1961

1962

1963

Date

Sept. 2, 1961

May 31, 1962

Aug. 18, 1963

Discharge

1.9

.70

.20

Gage height

4.28

4.29

4.30

Water year

1964

1965

Date

July 19, Aug. 12, 13

Discharge

a .10

a .10

(Sage height

4 08

_

Minimum daily, 

b July 31, Aug. 2-5, Sept. 7, 8, 13-17, 1965.

1959-65: Maximum discharge, 28,900 cfs Sept. 19, 1965 (gage height, 21.96 ft); minimum dally, 

0.1 cfs in 1964-65.

Maximum stage since 1900 occurred in September 1919 and the second highest stage occurred in 

May 1954 (gage height unknown), from information by local residents.

Remarks.--Records good. One small diversion for Irrigation above station.

DISCHARGE, IN CUBIC FbET PER SECOND, WATER »EAP OCTOBER libO Tu SEPTEMBER 1561

DAY

1

2

3

4

b

6 

7

a

 s

12

13

14

15

16

17

20

22

24

25

26

27

26

31 

TOIAL

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HIH

OCT.

6.3

6.3

7.5

16

15

18 

12 

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10

11

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27

27

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22

21

21

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37

31

27

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24

23

23

22

23

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21

JAN.

36

30

26

25

25

25

25

25

24

23

23

23

24

2.4

26

27

20

20

20

20

25

35

30

20

FEB.

29

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27

28

39

39

29

28

26

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28

28

27

30

49

33

32

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27

26

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34

25

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240

74

22

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41

34

29

23

27

26

24

23

23

22

22

22

23

23

23

22

21

21

22

23

23

23

21

IN 2.9

MAY

?3

24

25

63

87

45

18

le.

15

14

14

14

16

23

23

17

14

17

16

16

14

14

14

14

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JUNE

12

11

37

22

18

82

41

15

12

16

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23

19

16

13

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80

49

29

22

15

11

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46,5ii

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17

31

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13

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61

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486

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154

248

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40

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62

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26

21

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15

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131".

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6.3

6.3

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22

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31

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346

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12

141".

7.5

7.5

6.8

6.1

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5.4

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5.4

2.<=
RED RIVER BASIN

7-3117. North Fork Wlchita River near Truseott, Tex,--Continue^

CrAI-Gt, I « CUBIC FtET PEP SFC3I10. hiTfp YFflR OCTOHE^ 1561 Tr SEPT^BFP l

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258

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6. 8

4.7

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769.20 

25.6

162
RED RIVER BASIN 

7-3117. North Fork Wichlta River near Truscott, Tex.--Continued

1

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4

5

6

7

1 1

11

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11

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AC-FT 22,330

DAY

L

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3

4

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14

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156

DEC.

12

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6.1

6.1

6.1

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12

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6.8

6.1

5.4

5.4

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5.4

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4.7

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4.7

4.7

5.4

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4.7

4.7

4.7

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13

2.4

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33

11

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15

11

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8.3

10

13

16

12

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1.9

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27

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33

24

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20

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22

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16

JUNE

17

16

15

13

12

10

S.3

8.3

6.8

7.5

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6.8

6.8

6.8

6.8

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58

21

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60

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13

5,670

JULY

10

6.8

4.7

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2.5

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.20

.20

.20

.2C

.20

.10

8P

AUG.

.20

.10

.10

.10

.10

.20

230

28

68

23

18

15

16

299

627

180

42

24

18

15

12

12

11

9.1

6. L

4.0

3.0

'.0

1.0

.10 

3,400

SEPT.

, '

,

.

, 

2.

,

,

.

230

[0,400

4.050

371

117

72

51

45

44

40

4G

40

35

.10 

48,680
RED RIVER BASIN

7-3118. South Fork Wiohita River near Benjamin, Tex.

Location Lat 33°38'35", long 99°47'55", on downstream side of bridge on State Highway 283, 2 miles 

 downstream from Panhandle and Santa Fe Railway Co. bridge, 4 miles north of Benjamin, Knox 

County, and 34 miles upstream from confluence with North Fork Wlchita River.

Drainage area. 584 sq mi.

Records available.--Occasional low-flow measurements, water years 1952-57. December 1959 to September 1965.

Gage. Water-stage recorder. Datum of gage is 1,334.23 ft above mean sea level, datum of 1929. 

Average discharge.--5 years (1960-65), 38.4 cfs (27,800 acre-ft per year). 

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges atove base (800 cfs), water years 1961-65

Date

Oct. 16, 1960

Oct. 18, 1960

Mar. 30, 1961

May 5, 1961

July 21, 1961 

Sept. 4, 1961

Apr. 27, 1962

June 6, 1962

Time

0400

oaoo

1000

0400

2000 

0300

2130

0300

Discharge

2 , 820

* 13,000

900

4 , 700

1 , 130

2,080

1,740

1 , 200

Gage 

height

13.05

15.40

8.29

14.53

8,99 

11,43

10.81

9.07

Date

June 10, 1962

Sept. 6, 1962

Sept. 18, 1962

Nov. 26, 1962 

May 5, 1963

May 31, 1963

Sept. 15, 1963

Time

0900

1000

0400

1500 

1300

£400

2100

Discharge

1,330

* 2,170

1,300

1,160 

1,620

1,020

* 1,900

Qage 

height

9.57

11.52

9.39

8.99 

10.33

8.58

10.97

Date

June 11, 1964

June 12, 1964

Sept. 22, 1964

Nov. 18, 1964 

Apr. 14, 1965

Aug. 16, 1965

Sept. 19, 1965

Time

1000

1900

0800

2300 

0900

0700

1300

Discharge

1,130

1,660

* 2,600

1,520 

1,780

3,400

* 4,580

Gage 

height

8.90

10.43

12.49

10.67 

11.54

14.74

15.46

Annual minimum discharge, wate

Water year

L961

L962

L963

Data

Aug. 31 to Sept. 2

Aug. 12-30, 1962

Many days

Discharge

0

0

0

Gage height

_

_

-

Water year

1964

1965

Date

Many days

do.

Discharge

0

0

Gage height

_

-

1959-65; Maximum discharge, 13,000 cfs Oct. 18, 1960; maximum gage height, 15.46 ft Sept. 19, 

1965; no flow at times.

Maximum stage since 1903 occurred in September 1919 (gage height unknown), from information by 

local residents.

Remarks. Records fair. No regulation or diversion above station.

1

2

J

4

3

6

7

f

^

Li.

11

t£

L3

L4

li

lo

17

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24

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TUTAL

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MAX

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5

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4.2

2.5

1.2

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444

7.65C

3id3.J

419

175

119

8 i

74

65

,,.,

b4

56

 *7

35

15, 2«.

7,35u

DISCHAR

32

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18

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t ^

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= .9

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5.8

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13

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= .9

7. 3

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il

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i

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29

25

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il

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1 8

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14

13

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24

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4

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26

25

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14

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^

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11

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58-in 

1.97

c

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38

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91 ..5 

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56 L

0

1.510

WAT Yk libL: TLTAL «I7,;iu.5J HtAN 7t- . 2 RAX 7iS5u HIN 1. SOFT 55,16)
RED RIVER BA3IH

DwY

11

li 

14

17

IB

2G

21

22

24

23

27

29 

3U 

31

MEAN 

MAX 

MIN

oCT.

12

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75

7.0 

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6 5

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5.3 

5.4

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5.0

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43

28

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14 

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7.3 

7.9 

7.4

7.4

7.4 

7.4

7.4

i.O

5.0

7.C

7.0

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7!^

5.0

£t.<.

7.^

7.4

6.7? 

4.0

h'b

fr'J

 l.i

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3.4

7.0

5.8 

5.S

6.5

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______

t.ab

8.9

MA1-.

5.H 

5. )

5.b 

5.S

17

5. 3

5.S

5.4

4.2

4. b

4.2

3.6 

13

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17 

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3 ' 

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1-5

12 

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1.5

12

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3.4

7.5B 

33 

l.t

IN C

«1Y

l.t1.3 

'iff,

126

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2.2

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2.7 

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287

42.2 

566 

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JU.'l

442 

77

27

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16

2 6

1^

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21 

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0
RED RIVER BASIN 

7-3118. South Fork Wlchita River near Benjamin, Tex.--Continue

2 

3

7

9

11

13

15

16

1,

22

Zb

2?

31

MEAN 

MAX

MIN

1.2

.1C

J

0

0

0 

0

12

5.8

.30

1.37

.60

1.0

1.2

2.2

3.3 

3, 1

2.8 

2.0

3.1

245 

33

23 

\i

7.9

3. a

13.7

24^ 

»4U

J.b 

3.t 

3.t

3.6 

J.t

7.4

b

5.4 

5.4

4.6

6.2 

6,6

7.9

3.6

7.

7.C

5.0

4.o

4 " 

<-.o

4.3

4.0 

4.0

-.8

5.0 

7. C

5.9

7.« 

8. a

44

30 

21

12

.:.

5.3

5. a 

b.4 

5.3

6.6

6.6 

6.2

5.6

5.6

178 

5.4

5.-

5..

5.V.

5.B

4.6

3.U

b.4 

7.?

4.2

3.8

3. a 

4.2

9.4

4.2

3.R

J.I 

2.8

2.8

2.E

2.6

tlb

2.6 

2.8

2.6

5.0

2.2

2.5

5.C 

2.2

*AY

2.3

2.5

1.-3

4.4 

22 

fl. 2

5.6

1.4 

l.r

.60

.31

.24. 

.2L 

.1C

.1C

C 

3.C 

111

65

111

C

21

16

2.5 

1.'-

536 

344

10C

15

6.C

4.0

3.C

J.C

2.D 

l.C

1.0

C 

L

53t

,

.

15

l.C

»s

o"

1

r.

2.4

29 

l.G

.K 

0

3

0

Q

0

0 

0 

D

2=

0

',

>

237

3.

1.3C' 

691 

223

6C

33

1.3CC

-No gage-height ret 

DISCHARGE,

ord Aug. 16 to Sept. 14. 

IN CUBIC FEET PER SECOND. WATtK YEAR OCTOBER 1°64 TO SEPTEMBER 1965

1

2

4

3

6

7

9

10

1

£

3

4

5

6

7

8

9

u

1

2

3

4

3

6

a

9

0

ME N 

MA

MIN

1C

5.i!

3.0

3.u

3.0

2.D

2.0

2.0

2.0

16

lu

4.J

4.J

..&

3.0

3.u

3.0

3.0

3.0

3.1

2.6

2.D

23

14

8.4

7.0

5.4

5.46 

23

2.0

3.4

3.4

42

13

7.0

4.6

3.1

2.6

2.5

1.9

1.7

1.9

1.9

3.1

93

180

423

54

33

21

16

13

11

9.4

8.4

3.9

7.?

33.6 

425

1.7

7.9

7.9

7.4

7.9

7.9

7.9

b.9

14

12

10

a. 9

7.4

6.2

5.8

5.C

4.6

6.2

7.4

7.0

6.6

6.2

5.8

5. a

5.4

D.O

5.4

5.4

7.18 

14

4.6

5.8

6.2

7.C

7.5

7.9

7.5

5.9

4.9

9.5

9.4

3.4

7.4

7.0

t.2

6.2

6.2

t.2

5.8

t.2

6.2

5.8

5.8

5.0

4.6

4.6

4.6

4.6

6.06

5.9

4.6

4 ,,6

4.6

4.6

4.6

5.C

5.0

6.6

7.4

7.0

6.6

5.6

5.4

5.0

4.6

4.6

4.6

4.0

4.6

4.2

3.6

3.3

z.a

3.4

4.6

4.6

-_ 

______

4.88 

7.4

2.3

4.2

4.2

4.2

4.2

4.2

4. t

4.2

4.6

5.C

5.4

5.6

5.8

5.8

3. a

5.4

4.2

4.2

5.0

5.4

5.4

5. 3

4.6

4.6

4.6

4.0

**. 6

<>.t,

4.6

5.6

4.2

.300

4.2

3.8

3.8

5.0

3.8

3.8

36

61

6.4

7.0

3.4

7c:

74

18

12

6.6

4.2

3.8

J.8

2.2

1.5

1.5

1.9

3.8

6.6

5.G

3.8

700

1.9

UN C

IN 0

2.8

2.2

1.4

1.4

1.2

l.C

.8C

1.6

1.6

1.6

15

82

28

26

18

11

33

27

23

11

7.9

5,4

2.5

12

1.2

.60

,3C

 6C

82

.30

AC-FT 

AC-FT

.4C

.10

C

t'

0

0

u

>-

0

0

0

0

0

C

0

^

0

.90

36

16

3.4

.1C

0

1

0

0

36

0

14,930 

34,460

0

C

0

0

c

0

'-

C

t

C

C

3

C

.40

C

C

0

0

C

0

f

C

0

C

.4C

?

C

* 

CJ <-

14

24

^

C

G

0

0

1,930

2.85C

410

181

116

82

64

55

45>

36

3C26

16

13

11

?,85?

0

7.9

7.4

< .&

 i.2

5.4

5. i

4.f

4.2

3.8

3.4

3.1

3.1

2.5

1.9

1.6

:7

2,5 2

2,5 0

4 5

1,6' C

1 6

' 6

2

I

6

: 2

7

2.54C

1.6
RED RIVER BASIW

7-3113. Wichita River near Seymour, Tez.

Lucation.--Lat 33 8 42'UU", long 99°23'10", near left bank on downstream side of pier of bridge on 

 Ranch Road 1919, 6 miles upstream from head of Lake Kemp, 10 miles downstream from confluence of 

North and South Forks, and ll'-j miles northwest of Seymour, Baylor County.

Gage.--Water-stage recorder. Datum of gage is 1,152.7 ft above mean sea level, datum of 1929, Fort 

Worth supplementary adjustment of 1942 (State Highway Department bridge plans).

Average discharge.--5 years (1960-65), 166 cfs (130,200 acre-ft per year). 

Extremes. Maalmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (») and peak discharges above base (2,500 cfs), water years 1961-65

Date

Oct. 18, 1960

May 4, 1961

July EE, 1361

Aug. 15, 1961

Sept. 4, 1361

Nov. 2, 13tl

Time

1300

1630

0230

2230

0100

0630

0230

0800

1300

Discharge

* 17,800

3,810

3,240

3,660

5,640

8,030

3,240

5, 100

3,660

2,920

Gage 

height

17.05

10.14

9.78

3.92

11.18

12.41

9.97

11.07

3.95

9. BE

Date

June 6, L962

June 9, L96E

Sept. 7, 1962

Oct. 28, 1962

Nov. 26, 1962

June 1, 1963

July 14, 1963

June 13, 1964

Sept. 2?, 1964

Time

2300

1300

2100

L900

L700

0800

1000

1500

1400

Discharge

* 6,990

3,920

* 6,990

3,510

3,320

* 12,800

3,120

3,920

* 11,100

Gage 

height

12.48

0.65

3.46

O.28

0.17-

5.24

0.00

0.65

4.50

Date

Sept. 27, 1964

Nov. 19, 1964

Apr. 14, 1965

Aug. 15, 1965

Sept. 20, 1965

Time

0400

0700

1200

1600

2000

Discharge

3,920

2,640

3,640

6,810

* 23,100

Gage

height

10.58

9.17

10.00

12.40

17.75

Water year

1961 

1962

1963

Date

Sept. 2, 1961 

Aug. 30, 31, 1962

Aug. 18, 19, 21-23

Discharge

2.4 

2.0

.50

Gage height

5.31 

5.00

4.83

Water year

1964, 

1965

Date

At times 

Aug. 3-6, 1965

Discharge

0 

0

Gage height

-

1959-65: Maximum discharge, 33.10U cfs Sept. 30, 1965 (gage height, 17.75 ft); no flow at 

times in 1964-65.

Maximum stage since 1900 occurred in June 1915 (stage and discharge unknown), from information 

by local residents.

Remarks.--Records good through 1964 and fair during 1965.

DISCHARGE. I"! CUeiC FirtT PEP SECUND, «IATFP YEAR OCTOBER 19bC TO SEPTEMBER IflSl

1 

4

i

7

K

li

1~

14

17

?u

2f

31 

31

TCT1L

MEAN

MINI

1,. 

10 

11

17

il

9. -.

223

1.62-

2,1-..

IS.ljj

t>. ^Ju

L.-j2(. 

574

Jl3

3U 

i4e 

11H 

Itb

I, 'tot 

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*. 

Itl 

1 il

ue

10'".

5l

li

71 

71

tf

^

:,"* ^

^\,n

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3»;

716

4.dt 

<-2S

113

5fc

131

^

75 

71

55

51 

bl

51 

51

5U

35

4=.i

30

51 

<,7 

**4

«

Tt 

63

5o

45

tl

57.3

<tu

41

36

34 

34

34

121

5a

2^6

34

4.'C 

229 

140

61

53

51

50

38

21

61.5

2C

1 ? 

Iv 

13=1 

2,290

2.450

l.iSt

2 = 2 

220

176

= 5

65

414

19

35 

33 

32 

171

107

193

83 

60

35

48

536

1C4

115

27

36 

35 

431 

173

5R

46

126 

171

64

317

63

14«

S3

58

41C

35

36 

30

26 

23

la

14

9.4 

8.2

7.6

1 r 53C

338

28 _> 

41

15

1C

7.6

6.5

114

5.5

4.1

3.0 

154 

2,970

871

K 2

51

41

35

51 

33

28

21

10

18 

17

14

13 

22 

15

5,147.1 

172

3.C
RED RIVER BASIH 

7-3119. Wichita River near 3eymour, Tex.--Continued

1 

3

7

I' 

12 

j.3 

14

15

^

L;

£

2b

27

2U

^

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DISChARbE, IN CUBIC FEET PER SECOND, HATEK YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

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65.9

3.9
RED RIVER BASIN 

7-3119. Wlchlta River near Seymour, Tex.--Continued

DISCHARGE, IN CUBIC FF-ET PFR SECOND, HiTFfi YEAR C1CTOBFP l c «-3 TO SEPTE«3EP

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dC-FT 71,530
RED RIVER BASIN 

7-3120. Lake Kemp near Mabelle, Tex.

Drainage area.--2,UH6 sq mi (revised).

Records available. Cctrber 1922 to September 1965.

ua^e.--Float-tape gage reaa once daily. Datum 01 gage 

T929, Fort Worth supplementary adjustment of 1942.

Water 

year

1961

1962

1963

1964

1965

Date

Mar. 18-20, 1961 

Sept.20-29, 1962 

June 11, 1963 

Oct. 1, 1963 

Nov. 24, Dec.l2,ldb'

Contents

121,

120,

Remarks . --Heservuir is formed by hydraulic earthfill dam 7,500 ft long, having an uncontrolled semicircular concrete service spillway 564 ft long. No flow ha& been permitted b pass nver spillway. Two uncontrolled emergency spillways are located between the left end ot dam and tue service spillway, one 70 ft long with crest at gage height 1,159.1 ft and the nth=r 3£5 ft lou g with 

crest varying from gage heights 1,159,6 to 1,162.9 ft. Storage began Oct. 1, 1922; idiii completed 

Aug. 25, 1923. Ouilet works consist of 6 conduits, 7 ft in diameter, controlled by lift-type "

gation in the wlchita River Valley, oilfield operation, and industrial use. Land available fur 

irrigation, 42,000 acres.

based on their survey made it, 195&, and was used beginning Oct. 1, 1958.

MONTH-END QAG-E HtlijHT Mil/ CONTENTS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 19b5

Gage height 

(feet)t

Apr. 30. 

May 31. 

June 30. 

July 31. 

Aug. 31. 

Sept.30.

Apr. 30.

May 31.

Jur.= 30.

July 31.

Aug 31.

Sept 30.

1,142.9

1,141.9

1,142.8

1,142.6

1,143.0

1,142.6

1,141.1 

1,141.5 

1.J40.5

1,141.1 

.1,139.2 

1,139.4

1,136.9

1,141.0

1,141.26

1,141 75

1,141.89

1,141 

1,141. 

1,1 40 . 

1 140. 

1 111 

j 139

+101,700 

-16,000 

+14,400

-24,000 

+6,400

-15,500

Oct. 31, 1963.

Apr. 30. 

May 31 .

Apr. 

May 

June 

July

Aug. 31. 

Sept.30.

year 1965. ..

1,130.95

1,132.41

1,131.72

+7,400

-41,600

-3c,30o 

+40,500

+800 

+14,bOO 

-6..900

t Gage height at 08OO hour
476 RED RIVER BASIN

7-3121. Wichita River near Mabelle, lex.

Location. lat 33°45'35", long 99°08'35", near left bank on downstream side of bridge on U.S. Highways 183 and 283, 0.3 mile downstream from lake Kemp Dam, 6 miles north of Mabelle, and 13 miles 

northeast of Seymour, Baylor County.

Drainage area.--3,086 sq mi, all of which is above Lake Kemp Dam.

Records available. Occasional discharge measurements, water years 1952-58. October 1959 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 1,062.72 ft above mean sea level, datum of 1929. 

Average discharge. 6 years (1959-65), 146 cfs (105,700 acre-ft per year).

Extremes.--Maximum and minimum discharges fur the water years 1961-65 are contained in the following table:

year

961 

362 

963 

964 

965

Date

Mar. 16, 1961 

May 23, 1962 

July 22, 1363 

May SO, 1964 

July 14, 1965

Maximum

Discharge 

(cfs)

1,300 

654

954 

710

Gage height 

(feet)

b.25 

5.16

si 70 

5. 32

Ml

Date

(a) 

(c)

(d) 

(&) 

Mar. 28-30, 1965

nimum daily

Discharge 

(cfs)

2.6 

2.8

2.4 

2.5

Gage height 

ffeet)

b 2.64 

2.70 

f 2.61 

h 2.65 

i 2.63

3, 4, 1960, Feb. 12-14, 23, 1961. 

rred Oct. 3-4, 1960.

25 to Feb. 2, Feb. 7-11, 1962.

13, 14, 20, 24, 25, 1963. 

It Of freeze-up.

25, 1963.

23, 21, 26-28, 1963, Ja 

rred Jan. 10, 1964. 

rred Mar. 29, 1965.

B, 1964.

1959-65: Maximum discharge, 1,300 cfs Mar. 16, 1961 (gage height, 6.25 ft); minimum daily, 

2 cfs Jan. 13, 14, 20, 24, 25, 1963.

Remarks.--Records good. Flow completely regulated by Lake Kemp (see station 7-3120). Water is 

 released from Lake Kemp to supply Lake Diversion from whence it is released for irrigation in 

vicinity of Wichita Falls (42,000 acres under permit).

1

2

3

5

6

7

i

11 

13

14

15

16

17

IB

19

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21

22

23

24

25

26

27

28

30

TOTAL 

MEAN 

MAX

2.8

2.8

2.6

3.U

3.2

3.2

3.4

3.6

3.6

4.5

723

72 =

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3.6

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3.6

3.6

3. 6

j.6

3.6

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3.6

3.56

3.4 J.8

3.4

3.9

3.6

3.2

3.0

2.6

2.6

2.6

2.6

2.3

2.8

2.3

2.b

2.8

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2.8

2.8

2.6

2.9

2.8

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3.6

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87

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326

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72°

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3.9

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4.0

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5.2

5.2

5.2

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3C5

266

266

2ft

266

266

266 

270

270

2jr

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121

15C,

497

652

253

3.6

3.4

3.2

3.2

3.0

3.s

3.8

55,.

687

779

627

541

541

541

437

296 

2S8

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3CS

310

31j

314

Jll

313

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4.9

4.6

4.6

4.6

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3.5

t.3

3.8

4.3

4. C

3.6

4.C

3.7

3.6

4.t

3d. 3

2»Z6C

WAT YR 1961: TOTAL 81.o»7.o MEAN 224 MAX 955 MIN i.b AC-FT 162, Of 0
RED RIVER BASIN 

-3121. Wichita River near Mabelle, Tex.--Continued

 

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313

316

318

318

274

274

270

434

434

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226

4.6

4.37C
RED RIVER BASIN 

v-3121. Wichita River near Mabelle, Tex.--Continued

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RED RIVER BASIN 47

7-3122. Beaver Creek near Electra, Tex.

Location.--Lat 33°54'20", long 98°54'15", near right bank on downstream side uf bridge on Farm 

Road 2326, 6.5 miles northwest of Kamay, 8 miles upstream from Wichita River, and 9 miles suuth 

of Electra, Wlchita County.

Drainage area. 652 sq ml.

Records available.--February 1960 to September 1965.

Gage.--Water-stage recorder and wire-weight gage read onee daily. Datum of gage is 991.3 ft above 

mean sea level (State Highway Department reference point).

Average discharge.--5 years, 63.7 cfs (46,120 acre-ft per year).

Extremes.--Haximums and minimums (discharge In cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak dischares atiove base (1,000 cfs, revised), water years 1961-65

Date

Oct. 18, 1960

Dec. 10, 1960

Mar. 17, 1961

Mar. 31, 1961

May 5, 1961

May 7, 1961

June 15, 1961

June 8, 1962

Time

1900

2100

0900

0800

0700

1700

0100

0700

Discharge

5,650

1,280

* 11,700

1,350

1,190

1,060

1,580

1,080

Gage 

height

28.42

14.84

33.57

18.64

18.36

17.63

20.07

16.27

Date

Sept.

May

July

Apr.

May

May

Sept.

Annual minim

Water year

1961

1962

1963

Date Discharge

Mar. 7, 1961 0.3

May 11-18, 1962 0

June 23, Aug. 27,28 0

8, 1982

31, 1963

14, 1963

25, 1964

8, 1964

30, 1964

22, 1964

Time

0100

osnc

0900

0400

0600

1000

2030

Discharge

* 1,130

* 3,103

1,590

1,050

1,490

1,730

* 2,860

Sage 

height

16.54

23.84

18.65

16.14

18.56

19.84

24.24

Date

Sept. 27, 1964

Nov. 19, 1964

Apr. 15, 19b5

Mav 28, 1965

June 13, 1965

Time

1600

1330

0230

1530

0630

Discharge

1,850

» 2,230

1,190

1,360

1,420

Gage 

height

19.42

20.80

16.45

17.34

17.64

urn discharge, water years 19ei-6E

Qage height

4.24

-

-

Water year

1964

1965

Date

At times

do.

Discharge

0

0

Gage height

-

-

1960-65: Maximum discharge, 11,700 cfs Mar. 17, 1961 (gage height, 33.57 ft); no flow at 

times.

Maximum stage since 1925, 36.0 ft in 1941 (partly causel by deliberate demolition of £anta 

Rosa Dam to avoid its failure), from Information by local residents.
RED RIVER BASIN 

7-3123. Beaver Creek near Eleotra, Tez. Continued

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7-3122. Beaver Creek near Electra, Tax. Continued

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>76

0

CAL YR 1J64: TOTAL It, 206. 00 MEAN 44.3 MAX 1,750 MIN 0 AC-FT 32,140

HAT VR 1365: TUTAL 18.217.0J MEAN 4-3.9 MAX 1,750 MIN C AC-FT 36,130
REP RIVER BASIN

7-3125. Wichita River at Wichita Falls, Tex.

Location. --La i. 33°54'30", lung 98°32'Q5", near center of stream on downstream side of bridge on 

Beverly Drive in Wichita Falls, Wichita County, 4 miles upstream from Fort Worth and Denver 

Railway Co. bridge and £.4 miles upstream from Holliday Creek.

Drainage area. --3, 140 sq mi, nf which 2,086 sq mJ is above Lake Kemp Dam.

Records available. --February 190H to January 1902 (monthly discharge only, published in WSP 1311), 

October 1910 to December 1911 (gage heights -inly), March 193g to September 19R5.

Gage . --Digital water-stage recorder. Dat-um of gage is 924.26 ft above mean sea level, datum of 

1929. February 1900 to February 1902, staff gage (property of U.S. Department of Agriculture) 

at highway bridge about 4 miles downstream at different datum. Oct. 1, 1910, to Dec. 31, 1911, 

chain gage at site 4 miles downstream at different datum. Mar. 30, 1938, to Dec. 2, 1959, 

wire-weight gage at same site and datum. Dec. 3, 1959, to Apr. 2, 1965, graphic water-stage 

recorder at same site and datum.

Average discharge. --28 years (1900-1901, 1938-65), 304 cfs (220,100 acre-ft per year).

Extremes. Maximum and minimum discharges for tb^ water years 1961-65 are contained In the following table :

year

1961 

1962

1964 

1965

Date

Mar. 13, 1961 

Sept. H. 1962

Apr. 25, 1964 

June 14, 1965

Maximum

Discharge 

(cfs)

7.64U 

2,750

3,840 

3,150

Uage height 

(feet)

17.93 

10.78

12.36 

11.39

Date

Oct. 11, 1960 

Feb. 18, 1962

Jan. 12, 1964 

Mar. 31, 1965

Minimum

Discharge

(cfs)

a 32

b 14

28

Gage height 

(feet)

2.36

2.22 

2.44

1938-65: Maximum discharge, 17,800 cfs Oct. 3, 1941 (gage height, 24.0 ft); no flow Oct. 11, 

196U (construction of cofferdam upstream).

Maximum discharge known, 5u,000 efs June 8, 1915, computed by Vernon L. Sullivan, engineer 

for Big Wichita River Irrigation Co.

Remarks. --Records good. Fluw from 2,086 sq mi is regulated by T.ake Kemp (see station 7-3120) 

71 miles upstream. Since completion of dam in 1323, no flow has been permitted to pass over 

spillway. Water is diverted from Diversion Reservoir (capacity, 40,000 acre-ft) 51 miles 

upstream for irrigation (42,000 acres under permit) in the vicinity of Wichita Falls. The city 

of Wichita Falls diverts watpr from Lake Kickapon (see ?t8tim 7-3140) on the Little Wichita 

River for municipal use, an1 discharges sewage -ffluent Ii't . rf-!.' 1 ' ta River below station.

Revisions. WSP 1211: Dra ^c° area.

MEAN

MAX 

41,-FT

= 1: 1CTAL 1-51,
RED RIVER BASIN 

7-3125. Wichita River at Wiohita Palls, Tex.--Continued

n«v

5

7

3

1C 

11

13 

14 

15

17

In

£1, 

^1

 Ji 

23

27

30

MAX 

WIN

OCT.

1,8 

It!

64

67

,t

b*

7^

61-

63

66

64 

75

Iv."

IVo

179

U2

b2 

71 

5 1-

5 =

1}

L3i

-,:

-*

21b

H

-

Jtl

^4

H,

3 1-

44

r,t 

35

bt

3l

Ir

4t

^

3 =

44

t8

7>,

49

4^ 

49

45

tB

55 

55

5v>

50

6~j

51

39

54

t3

38

38

32

47

04

45

51

 

32

7 ,

53

o t

71 

6d

56

lu*

t<4

72

74

72,7 

54

H.B

Ill 

79

58

5<?

62 

f>0

53

77

m

109

4(J5

15C 

48

157

66 

60

99

82

63

87

123

128

160 

166

104

fcr

954

571

1,630

786

688 

290

80 

86

7C5

110

94 

=0

414

488 

80

115

68 

73

1L6

131

148 

135

152

132

107

952

286 

164

209 

1,500 

68

74

84

66 

e>4

106

105 

114

137 

143

147

153

157 

150

118 

123

124 

167 

64

1C9

112

1,650 

2,570

549

280 

156

638 

327

281

84 

73

93

118 

138

251 

215

468 

2,570 

70

6C-I-T 223,90C

DISCh*K&t, Ii\ LUoIC FtET PER SECJNO, t»ATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

4

7

1L

ij

It

7

1

3

27

_i 

2i

MEAN 

MAX

7b

73

leO

1BB

7b

64

62

5*

77 

7-j

ll

ltd

2L102

4u<;

63

55

5i. 

4h 

46

to

3a

3fi

51 

SI

36

->8

53'-

59b

45u

115

59o

27t

^64

Sb 

71

5^ 

 55

50

50 

141

42

9 J.5

,«.

36

38

35

37 

37 

37 

^7

31

38

40

38

35

2C

30 

30

35.0

to

FEB.

34

45

->6 

38

39 

39 

36

34

31

?0

35;,

3,

33

37

34 

33 

32 

38

55 

71

to

36

EP

60

65,3

242

83

70 

63 

62 

53

44 

44 

4ti

62

71

126

153

95.6

74

54

532 

142 

70 

50

4° 

48"48

L28

103

76 

106

Ibl

2,230

708

272

120 

86 

76

84 

273 

216

110

19C

172 

170

393

140

L27

184 

194 

192 

178

172

191 

735

66

108

28 

57

200

111

110

97 

112 

132 

143

174 

163 

152

14?

152 

150

134

146 

134

138

SEPT.

296

130

145 

100 

89 

78

118 

157 

123

264

89 

69

6C

60

56

53 

48

114

6,800
RED RIVER BASIN

7-3125. Wichita River at WIchlta Falls, Tex. Continued

DISCHARGE, IN CUBIC FtET PER ScCQND, WATER YEAP CCTOBEP l'->f3 TO SEPTtMBEP 1064

DAY

1

2

3

4 

5

& 

7

e

9

10

11

12

15

17

18

20

22

24

£7

2^

30 

31

TOTAL 

MEAN

HIM

OCT.

49

48

49 

4S

04

02

llo

ib

73

biJ 

5t> 

53

2 t>6.7

43

NUV.

5t)

58

56

58

b4

b4

157

100

55

44

44

44

DEC.

44

42 

42

4t)

5C

44

3t

4B

42

3S 

38

3E

I 4i.l

25

JAN.

38

34 

34

31

37

33

3C

39

38

46

"i-^o

15

FEB.

33 

3J6 

2b4

33

34

32

^2

33

o7.°

32

MAR.

40 

jj

37

*'

33

55

3,

43 

55

42.3

^

APF.

44 

!18

11C 

71

56

77

153

39°

126

257

43

MAY

86

z56

84 

102

46

42

73

255

2,5fco

314

3S

JUNE

1^3

U:? 

46

I7t

73

63

86

8C

97

]l 7

^2

JULY

110

;R 

lc r.

1LI

lot

1C6

ICC 

IP122

1C?

111.

152 

157

lit

55

AUG.

14fc

148 

135

125 

11?

135

222

446 

2u4

88

6G

54

'7

B3

155

^-

ScPT.

56

45

74

7S2 

M3

4P

iL2

2iV-~:

<P4

Ml

"«

CAL VK 1J6): T_fAL 43,o3-.

143 

12*.

Ill

142

Itol

Ho-.: T-TAL
RED RIVER BASH

7-3130. Little Beaver Creek near Duncan, Okla.

Location.--Lat 34°30', long 98°07 I , in NE-^- sec.11, T.I S., R.9 W., on downstream side of right pier 

of bridge on county road, 0.8 mile downstream from Stage Stand Creek, 3.2 miles west of Duncan, 

and at mile 11.9.

Drainage area.--158 sq mi.

Records available.--October 1948 to December 1963 (discontinued).

Gage.--Water-stagt recorder. Datum uf gage is 1,001.39 ft above mean sea level, unadjusted (Corps 

of Engineer bench mark). Prior tn Oct. 1, 1954, at datum 2.00 ft higher.

Average discharge.--15 years, 52.3 cfs (37,860 acre-ft per year).

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (2,000 cfs) October 1960 to December 1963

Date

Aug. 19, 1961 

May 27, 196E

June 9, 1962

Time

"330

0330

1100

Discharge

* 2,050 

3,700

* 38,500

Gage 

height

15.66 

17.53

19.42

Date

June 11, 1962 

Jane 13, 1962

Nov. 7, 1962

Time

1600 

050U

1300

Discharge

2 , 840 

2,640

2,430

Qage 

height

17.08 

16.90

16.55

Date

Mar. 31, 19b3 

Apr. 27, 1963

Time

0600 

0500

Discharge

3,800 

2,430

Gage 

height

17.53 

16.48

Water year

1961 

1962

Annual minimum dl

Date

At times 

Aug. 30, 51, 196C

sch^rge. Oc

Discharge

0 

l.E

tober 1360

¥ater year

1963 

1964

o December 1363

Date

At times 

do ,

Discharge

0

1945-63: Maximum discharge, 47,500 cfs May 25, 1957 (gage height, 19.74 ft), from rating 

curve extended above 5,000 cfs on basis of contracted-opening measurements of over-bank flow at 

gage heights 18.39 and 18.87 ft; no flow at times in most years.

Remarks.--Records good. Records of chemical analyses for the period October 1962 to July 1963 are 

published in reports of the Geological Survey.

1

<_

i

<+

*

0

7

ti

9

lu

11

111'-

If

15

16

17

It

1-.

2u

21

22

2J

i4

;b

2o

27

^H

^9

3^

MEAN

MIN

L

.1'-

2.J

.7C

.2^'

u

(,

L

^

3.=

64

7.5

4.5

 «. 3

37i

44

12

0. ^

4.5

4.P

11

b. =

^.\-

4.t

4.6

18. 8

DIS' HA

+.7

3. .

l.S

* 

3. J

3. 4

-5- :-

4.2

3.4

-.. :

4.7

5.3

5.5

5.7

5.3

5 . u

5.1

5.3

5.7

5.t

6.2

6. j

5.5

0.0

h.fl

6.U

b. u

b.C

0.-,

4.-:b

3.3

JFC.

S.b

5.6

3. h

13b

3^

61

5tt

13

7^

103

i2

1*

i-t

If

12

12

12

It

12

;.c

-..c

lu

if

ii

it

11

11

it

25

24. i)

5.6

. c

.,

~

j

L

2

]

1

*

1

1

i

/

1

1

1

1

= .5

-.'-'

-.5

13

q,£

t.5

- .0

4.0

5.0 ;.5

11.2

( .5

^l^J

1 ,

[,

l n

33

;,

^ .

1 H

li

16

It

14

11

11

ii

12

ii

12

li

14

22

1 -

16

13

li

H

12

12

_ 

 

14.^

i;

_!^_

i~

13

U

1 '

; t

11

i.

;.^

LI

1 >

1*

LI

It

11

It

1*6

-6

3 :

j?

34

7 t»

21

I -

32

h

I

2

5

44

<.. -

I>4I?:2

s.4

YtA|J rci

bl

37

^7

?3

21

1 -

1

17

1 G -

48

35

Zf

?- 

23

19

It)

1 =

1 =

la

Id

16

1 0

15

15

11

11

13

12

11

11

2^6

11

IN 3

IN ;

1!

U

15

1 -

If

l<:

11

1C

-.0

a. 3

8. 6

14

7.3

0.2

632

S3

J(3

2K

25

24

16

17

2C

3«

Ic

11

12

U

42.6

fc. "!

AC-l-T 

AC-FT

7. r

t .'+

3 n

IS1.4

j b

6^ v

3 ^ c

5'

:?

,3

2 r>

6 C

5 -

3--

.'C

u

17

IS

14

12

] 1

a. 2

23

2r

, 3

l8 . P

7.5

6.4

56. r

6.4

22, 27^

 

JUL V

S.7

c . ^

7.t

5.-

4.7

,.,

;J,4

3.'

? -

,.-

^.4

-- f $

< .3

4.4

'.4

1.4

.8'

.^ 0

.1:

1?-

= 71

**f17

11

c .O

7.C

6.C

5.t

:.5

?e.s

.1"!

1.7

1.2

.11'

.^ :

 -

,^

3.'

1. 

r.

. 3 v

B ^ >

.1 .

5f,3

4J2

?!J

2^,

15

13

11

9. '

8. n

7. !

6.7

6.2

1,121. 70 

36.2

D

4. 1

7.'

1 i ^

; i

= .t

7.1

T. 

^. ^

4.F

-t.E

2?7

7^4

f 7

22

! >

lo

1 ^

1 =

1'.

li

i j

11

1-

12

11

13

13

]4

1,5?Z. 

"1.7

4.3
RED RIVER BASIN 

7-3130. Little Beaver Creek near Dunean. Okla.--Continued

1 

i

4

5

6

7

I

I

4 

7

9

I

i

3

5 

7

ME N 

MA 

MIN

1* 

14 

14

11 

10

9.4 

11

25 

15 

13 

11

U

10

10

5.0

9.2 

9.2 

9.2

8.6

9.0

9.9

50 

8.6

10 

2fc6

24 

17

14 

14

13

lH

13 

I/ 

c.0

22

18

21 

67

27

24 

22

20 

2c

28t>

2L

19 

l c 

19

17 

2C 

32

21- 

16 

16 

17 

22

-.3

2-.

21 

21

18

2C

21

20

18 

2C

43

18

19

21

15

IV 

13

13

13 

14 

17 

2t

20

20

16 

15

15 

15 

15

25 

22

18 

18

26

17 

17 

17 

17

15

IB

la

16 

16 

16 

16 

19

20

16

20 

IE

18 

13

IIIIII

20

13

lo 

15

1H

16 

15

14 

13 

13 

i3 

14

13

14

^4

1«

15

14

14

13 

13

37

12 

13 

14 

19

20

Ifl

16 

15

lo

15 

14 

14 

13

12

13 

13

11

11 

12

2C

15 

41

25 

17

94

IN 1.7

15 

13 

12 

12 

12

10

8.6

7.5 

7.1

3.2

6.2 

5.8

4C 

11 

6.9

33C

46 

1,370

619

74

1, 37;

AC-FT

567 

5,3?.; 

!77

15!

48-=

135 

1.57T 

11.2CC

1.21"

34fl 

1,111 

IB? 

116

87

104 

514

63 

54 

47

41

37 

35

57

44

ll,20n 

33

66,57-1

32 

28 

25 

23 

2'-

17 

16 

16

14 

13 

11 

' H 

10

I 3

10

162

21 

14

23 

16

167

440 

10

18 

17

16 

14

12

13°.o

6.C 

7.5

6. 1 

6 . u 

5.5 

5.5 

5.1

4.3

3.5 

3.0

2.6 

2.5 

2.2

1.7

1.7 

1.8

l.a

1.7

18 

1.7

2? 

5.1' 

t.3 

3.6 

3.2

i.3

9.6 

9.9

6.0

4.? 

3.4 

2.2

2.2 

3t

I) 

5.5

3.6 

2.6

e.3

5.3

"1

34 

12

7.9 

7.5

91 

2.2

DISCHARGE, IN CUBIC FEET PEP SECOND, WfiTER YE4R (1CTORER 1962 TO SEPTEMBER 1963

D4Y

1

2 

3

4 

5

6

7

8

9

10

12

13

14

15

17

18

19

20

21

22

23

24

25

26

27

28

29

30

TOT

ME4N

MIN

OCT.

7.U

6.5 

6.2

0.2 

6.7

77

18

9.3

8.2

b.2

6.9

6.2

5.3

4.5 

7.6

9.0

8.8

7.7

6.9

6.0

5.5

5.7

5.3

6.3

4,220

718

56

171

4.5

NOV.

35

30

23

23

937

74

52

42

29

27

26

25

26 

32

27

25

26

24

23

23

23

243

B5

49

39

34

70.3

23

DEC.

32

93

46

39

38

34

32

31

28

32

31

29 

2<i

29

49

47

36

30

31

36

30

30

32

35

29

43.5

26

J4N.

30

2<f

37

31

29

28

28

26

10 

12

16

22

16 

14

13

11

13

15

15

15

15

13

12

13

16

18

19.8

10

FEB.

20

17

23

23

23

22

22

23

13 

16

22

K

23 

24

24

21

19

14

22

21

20

1-i

20

20

 _^

______

20.3

13

MAR.

22

2J

27

21

20

1J

31

31

31 

25

22

23

22 

23

22

1^

ia

10

IS

18

Id

15

16

17

17

265

76.5

15

APP.

7C

54

36

39

35

32

30

28

24 

22

22

21

22

64

28

2C

18

16

16

16

20

154

845

64

51

36

63.5

16

MAY

30

30

24

27

34

23

20

18

15 

15

14

13

11 

11

13

16

12

1C

11

12

13

12

3 .9

8.8

13

17.0

8.6

JUNE

20

14

16

9.6

e.6

7.5

6.9

6.4

6.2

6.4 

5.5

5.3

4.5

4.0 

5.1

5.3

3.9

2.9

2.4

2.C>

1.9

1.7

1.2

1.2

.90

.8^

.60

6. 04

.6C

JULY

.40

.11 

.10

.10

.10

.10

0

c

c

0

2.° 

8.3

16C

6.5

1.5

.90

.50

.10

.10

r

0

c

c

c

.2C

1.7

2.°

.80

6.15

0

iUG.

0

0 

C

0

0

0

c

c

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

Q

rj

0

J

0

SEPT.

7.6

.90 

.^0

0

c

ri

G

C

0

0

c

^

r

c

0

0

r

C

C

C

c

c

r.

c

c

0

.29
RED RIVER BASIN

7-3130. Little Beaver Creek near Duncan, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, OCTOBER TO DECEMBER 1<563

1

?

7

c

li.

11

Li

1H

15

! :

17

Id

1 Q

2 1.

2i

23

2*t

25

2t

27

23

t ^

3. 

31

TGT»_

ME6V

MAX

HIM

AC-FT

WAT 1^

"

'^

 -

t

u

-

u

g

y

-

"

j

J

j.

^

W

"

U

^

y

3

Hb4: Tl

^

^

C

< 

o

L

0

^

^

^(_

1C

.60

l.L

. tG

.1C

.10

. i-

.1C

.zri3.2C

1.11

i-U

66

T4L

.2L

"jU

,-tC

Isc !*c

Z.H

l'.s

1.2

.7C

l.a

2. )

1.*

1.'.

1,7

1.3

t . 2

2.t>

3.2

4.0

3.d

2.6

2.'t

2.0

K1.5L

l.bb

***\.

.2C

f- EAN

 

MAX V

IN C 

IN

4C-FT 

AC-FT

12,790

SEPT
RED RIVER BASIN

7-3135. Beaver Creek near Waurika, Okla.

Location. Lat 34°13'00", long 98°02<55", on north line of NW£NW£ sec.16, T.4 S., R.8 W. on left 

bank on downstream side of bridge on State Highway 5, 4.5 miles northwest of Waurika, 6 2 miles 

upstream from Cow Creek, and at mile 25.8

Drainage area. 563 sq mi.

Records available.--June 1953 to September 1965.

Gage Water-stage recorder. Datura of gage is 879.1 I ft above mean spa level, datum of 1929 (State 

Highway Department bench mark).

Average discharge.--13 years, 127 cfs (91,940 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feat per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above tase (2,000 cfs), water years 1961-65

Date

June % 1962 

June 10, 1962

Time

1900 

0900

Discharge

3,980 

* 21,800

Oage

height

15.83

19.25 

21.57

Date

June 19, 1962

Oct. 30, 1962 

Mar. 31, 1963

Time

1900

1000 

1100

Discharge

Z,5fiO

2,120 

* 3,140

Gage 

height

17.79

16.92 

a 18. 55

Date

May 11, 1964 

Nnv. 19, 1964

Time

2400 

?400

Discharge

* 1,350 

* 1,610

Oage 

height

12.73 

14.32

Water year

1961

1363

Date

Aug. 19.

Sep t . 2 .

At times

1361

1962

Discharge

a 0.40

.30

0 1 Water year

1964

1965

Date

At times

do.

Discharge

a Minimum daily.

1953-65: Maximum discharge, 32,200 cfs May 20, 1955 (gage height, aa.42 ft); no flow at times 

in most years.

Maximum stage known, 22.7 ft May 18, 1951, from floodmarks (discharge, 65,300 cfe, by 

contracted-opening measurement of peak flow). A similar stage was reached prior to 1889, from 

information by local residents.

Remarks. Recurds good. Records of chemical analyses and water temperatures for the water years 

 1961-62 and 1965 and of suspended-sediment loads for the water years 1961-62 are published in 

reports of the Geological Survey.

Revisions (water years).--MSP 1731: 1954(M).

DISCHARGE, IN CUBIC FtET PEP SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1561

1

I

*

7

?

lu

11

12

14

ID

16

n

18

U

< -'-

21

t2

^ j

It

2b

27

2*

jg

J-j

J l

MEA>J

PAX

PIN

AC-FT

J,5

2.0

1.1

i.2

14

1.4

1.2

1.2

3.L 

5. ^

0.1 " 25

J8

17

74

77u

oS3

no

5",

37

3L

J,

^C

15

J

-9.4

c.53

1.1

.,11.

12

11

1C

10

1

.8

.2

 5

o.c-

^0

10

:

1

1

1

1

1

2

2

3

3

3

3.7

13

03*

12

12

12

li

27

311

90

lt>5

57e

26C

1C6

40

3d

33

2,

2tf

21

Zti

25

2j

23

26

2t

it

^

32

'^

57t

12

119

12Z

toB

52

38

31

2«

28

28

28

26

28

28

27

26

25

2*

23

^2

25

21

IB

18

19

22

35. G

1^2

16

2, 150

28

32

30

27

34

63

59

55

43

34

32

32

3'j

3^

28

29

3u

34

32

29

24

2(,

_ 

______

36.6

64

26

2,C?0

26

25

23

23

25

22

22

21

21

2Z

23

ICO

277

214

S3

58

48

41

36

312

105

58

44

390

12?

It 550

21

7,550

 

951

235

134

97

68

112

213

108

76

52

48

47

45

45

45

44

43

41

39

35

31

28

28

27

<!8.3

S51

27

StB-iO

36

31

3C

42

68

31

28

26

23

23

19

35

933

1,080

203

105

76

67

51

47

51

*C

38

36

111

itoao

19

6,810

30

26

25

3*

810

1,680

954

157

94

110

102

71

59

56

52

48

4Z

37

34

107

64

47

35

27

216

1,680

25

12,«60

23

2C

19

55

23

13

13

a. 9

8.3

47

44

24

13

9^7

7.6

5.3

316

752

158

36

23

18

15

13

59. C

752

5.3

3,630

9.7

8.0

.0

.8

.9

.3

.1

.4

.0

.70

.0

.2

.4t?

10

71

47

7(

38

26

20

18

17

!3

9.3

*

51.1

712

.40

3,140

7.6

7.3

6.0

222

89

15

13

3.7

43

566

104

63

47

38

35

34

37

34

28

22

24

-40

27

24

146

1,410

6.0

8,660

CAL YR 1=60: AC-FT f>2,250
RED RIVER BASIN

7-3135. Beaver Creek n^ar Waurlka , Okla.--Continued

IN CUBIC FtET PER SECOND, WATEK YEAN (JCT06EC 1961 To SEPTEM8EP 1562

1

2 

3

5

7

a

10

12

13

15

16 

7

6

0

1

23 

24 

i5

26 

27

ro r at

MAX

MIN

22 

2B 

30

21

17 

63

SH

42

23

24 

21

19 

13

17 

16 

17 

17 

17

16

 SOd

IS*.

57

38

35

42

47

163 

177

S6

5b 

48

44

140

328 

3-14 

136

87

4,017

1 .

51

52

51

4<;

76

13L 

157

121) 

^2

73

57 

54

53

51

47

2,l-*4

50 

5C

47

35

52

53 

5u 

35

46

40 

50 

44 

45

58

56

I, SIB

34

47

4o

42

41

41

41

41 

54 

53 

47

44

ft^ 

41 

52

43

41 

41

ItJZl

i*

33 

34

47

37

32 

31 

33

141

57 

48

44

37

- °

_ 6

'it

34 

34

46 

48

37

32

3C 

29

?=) 

25

28 

27 

26 

2a 

45

 51 

5b

362

lie

5,.7

26

46

31

18

-.7

11

12

11

47 

37b

34

61

351

1,550

^

l,-.?r

3.C

1Q.3

1,25;.

672 

747

4.05C

2, U8C

7 L C 

5E3 

327 

1.75C

1, ?6C

45L 

24C 

It" 

1M 

144

14

155

\08

1 8 , V' Z

1C"

112

79 

7i

47

36 

37

43

3^e

38 

3h

5'

55

5 St.

54

42

35 

3'.

17

i; 

11

- .7 

T.t

o.C

7.^

4.2 

1.8 

3.6

1.1

1.5

5t 

l.l

.50 

32

5.7

If

12

14

12

13

18 

12

163 

 5C

163

.50

ge-height record Ma
RED RIVER BASIN 

7-3135. Beaver Creek near Waurika, Okla.--Continued

1

3

t

5

0

7

5

-,

10

n

\ii j

14

ll

It)

17

Ih

1-

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23

24

25

1.1

3u

TOTAL

MEAK 

MAX

MIN

i.

,j

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1. 3

1.3

1.6

1.4

1, 1

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4.2

4.t

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4.0

r .5

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i.C

2.6

.,.;.

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, .£

t .8

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4.5

c.a

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1. ?

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368

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2.4

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134

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£5,^

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f 1.7 

1,1. 

DISCHARGE, IS CUiJIL FttT PER 5ECOMD, HATEf VEAR f'CTHBER

1

2

3

4

5

6

7

8

T

U

11

1^

13

14

15

16

17

18

! >

20

21

22

23

24

25

26

27

28

29

30 

31

MEAN

MAX

MIN

12

5.6

2.S

l.b

.SO

.31.'

G

0

0

b

0

46

51

3t

8.3

2.1

.90

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u

0

^1

i;

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o

2.2

;. 7

2.0

1.0

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b. 74

51

0

.30

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5 u

1,3 :

3 7

1 2

1

32

17

1C7.7

5.o

4.1

3.3

6.3

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44

1, 3D

1, <-!/

33

03

54

38

2V

24

22

18

15

12

233

1.72C

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11

LJ

12

13

11

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a. 2

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27

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7.2

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7

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5.7

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15

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77

58

33

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14

14

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77

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13

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13

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13

13

13

15

41

39

42

31

24

18

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14

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13

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11

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13

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15

17

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11

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13

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14

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16

15

15

15

14.8

31

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58i

161

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245

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15

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11

11

11

11

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63.0

585

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7.7

7.5

7.5

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103

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16

15

22

21

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16

22

1C

7.5

6.0

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52ft

205

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445

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31

17

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7.7

6.6

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3.5

109

1,100

3.5

1.5

1....71'

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V

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w

£

n

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c,

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5.7

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CAL YR 1904: TOTAL 15,672.50 MEAN 42.8 MAX 1,720 MIN C AC-FT 31,C9f

WAT YR 1965: TOTAL 17,748.20 MEAN 48.6 MAX 1,720 MIN C AC-FT 35.20C
RED RIVER BASIN

7-3140. Lake Kickapoo near Archer City, lex.

Location.--Lat 33°39'45", long 98°46'45", at intake tower near left end of dam on North Fork Little 

Wiehita River, 8.2 miles south of Mankins and 9.2 miles northwest of Archer City, Archer County.

Drainage area. 275 sq mi.

Records available.--February 1946 to September 1965.

Gage.--Staff gage read twice daily. Datum of gage is at mean sea level, datum of 1929. Prior to 

(Tot. 8, 1947, water-stage recorder at same site and datum.

Extremes. Maximums and minimums (contents in acre-feet, elevation in feet) for the water years 

1961-65 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

May 6-7, 1961 

Sept. 17, 1962 

Nov. 27, 28, 1962 

Oct. 1, 1963 

Nov. 20, 1964

Contents

85,420 

104,100 

115,800 

84,280 

77,600

Elevation

:

Minimum

Date

Oct. 18, 1960 

May 26, 1962 

Sept. 15,23-30, 1963 

Sept. 13-15, 1964 

Sept. 18, 28-30, 1965

Contents

62,900 

62,000 

84,280 

62,450 

61,570

Elevation

-

1946-65: Maximum contents, 134,300 acre-ft Aug. 2, 1950 (elevation, 1,049. 

24,420 acre-ft Oct. 2, 1946 (elevation, 1,025.4 ft).

ft). Minimum,

Remarks . --Reservoir is formed by an earth-fill dam 6,800 ft long, containing a reinforced concrete 

Ogee -type uncontrolled service spillway at right end of dam, 482.7 ft long. Dam completed 

Dec. 15, 1945, and storage began Feb. 1, 1946. Capacity, 106,000 acre-ft between elevations 

1,000.92 (bottom of two 48- by 60-inch outlet conduits) and 1,045.0 ft (top of spillway). 

Figures given herein represent total contents. There is no dead storage. Reservoir contents 

used as municipal supply for city of Wiehita Palls.

Cooperation. --Capacity curve, record of lake elevations, and diversions for municipal use furnished 

 by city of Wiehita Falls. Capacity table is based on a curve obtained from the city of Wiehita 

Falls entitled "Lake Kickapoo Area and Capacity Curve, November 1946." Curve was based on 

Geological Survey topographic map having 5-foot contour interval surveyed in 1929.

Revisions. --WSP 1211: Drainage area.

MONTH-END ELEVATION, CONTENTS, AND MONTHLY DIVERSIONS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1965

Month

November ..........

Gal year 1960. . . 

January...........

March. ............

April.............

September ......... 

Water year 1961. 

October..... ......

December. .........

Cal year 1961...

June ..............

September .........

October..... ...... 

November .......... 

December. .........

Cal year 1962...

Water year 1963.

Elevation 

(feet)t

1,040.5 

1,040.0

1,040.1

-

1,039.8 

1,039.8 

1,040.6 

1,039.8 

1,040.9 

1,040.6 

1,040.5 

1,039.4 

1,040.1

-

1,039.4 

1,039.2

-

1,038.8 

1,038.4 

1,038.1 

1,038.0 

1,037.5 

1,039.8 

1,039.2 

1,038.0 

1,044.1

1,045.2 

1,045.7 

(a)

-

1,04 

1,04

ia 

1,04 

1,04

5.6 

5.5

.9

.4

-

Contents 

(acrefeet)

79,250

76,500 

77,050

-

75,460 

75,460 

79,800 

75,460 

81,450 

79,800 

79,250 

73,380 

77,050

-

73,380 

72,340

-

70,340 

68,420 

66,980 

66,500 

64,250 

75,460 

72,340 

66,500 

100,300

107,300 

110,600 

104,700

-

100,300 

99,700 

97,260 

97,260 

96,650 

100,300 

91,240 

87,130 

84,280

-

Change 

In contents

( flel]

+11,310 

-2,750 

+550

-10,650

-1,590 

0 

+4, 340 

-4,340 

+5,990 

-1,650 

-550 

-5,870 

+3,670

+9,110

-520 

-1,040

-4,710

-2,000 

-1,920 

-1,440 

-480 

-2,250 

+11,210 

-3,120 

-5,840 

+33,800

+5,100 

+3,300 

-5,900

f32,360

-4,400 

-600 

-2,440 

0 

-610 

+3,650 

-9,060 

-4,110 

-2,850

-17,950

Diversions 

for municipal use 

(acre-feet)

1,236 

1,160 

1,073

17,089

990 

870 

1,344 

1,468 

1,481 

1,525 

1,751 

2,036 

1,575

16,509

961 

923

16,335

1,148 

1,056 

964 

1,120 

1,679 

1,600 

1,955 

2,299 

1,466

1,569 

% 1,195 

1,280

17,331

1,194 

1,120 

1,278 

1,362 

1,625 

2,080 

2,484 

2,179 

1,709

19,075

Month

November. ......... 

December ..........

Cal year 1963...

March.. ........... 

April .............

September.. ....... 

Water year 1964.

October.... .......

November .......... 

December.. ........

Cal year 1964...

June ..............

September. ........

Elevation 

(feet)t

,040.6

,040.5 

b ,040.0

-

b ,039.0 

b ,039.0 

,039.7 

,039.0 

,039.3 

b ,039.9 

,038.1 

,037.4 

,039.9

-

,039.4 

,040.0 

,039.8

-

,039.6 

,039.5 

,039.1 

,039.0 

,039.9 

,039.7 

,038.3 

,037.3 

,036.9

t Elevation at 0800 hours 

a No gage-height record, 

b Doubtful gage-height re

Contents 

(acrefeet)

79,800 

79,250 

77,600

-

76,500 

75,460 

74,940 

71,300 

72,860 

74,940 

66,980 

63,800 

75,980

-

73,380 

76,500 

75,460

_

74,420 

73,900 

71,820 

71,300 

75,980 

74,940 

67,940 

63,350 

61,570

cord.

Change

tents 

(acrefeet)

-4,480

-550 

-1,650

-27,100

-1,100 

-1,040 

-520 

-3,640 

+1,560 

+2,080 

-7,960 

-3,180 

+12,180

-8,300

-2,600 

+3,120 

-1,040

-2,140

-1,040 

-520 

-2,080 

-520 

+4,680 

-1,040 

-7,000 

-4,590 

-1,780

Diversions 

for muni-

(ac're-feet)

1,592

1,111 

1,031

18,765

1,117 

1,027 

1,069 

1,288 

1,437 

1,723 

2,702 

1,824 

1,298

17,219

1,176 

896 

955

16,512

899 

720 

817 

1,350 

1,252 

1,251 

2,387 

2,091 

1,561
RED RIVEP BASIN

7-3150. Little Wichita River near Henrietta, Tex.

Location.--Lat 33°50'00", long 98°12'30", nn left bank at downstream side of bridge on State

Highway 148, 1.5 miles northwest of Henrietta, Clay County, 4 miles upstraam from Turkey Creek, 

and 5 miles upstream from Dry Fork Little Wiehlta River.

Drainage area.--1,037 sq mi.

Records available. January 1953 to September 196 c'.

Gage. Water-stage recorder and concrete control. Datum of gage is 831.57 ft above mean sea level, 

"~<Tatum of 1929. Prior to June 26, 1953, wire-weight gage at present site and datum.

Average discharge. 12 years, 117 cfs (84,700 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 19R1-RS are contained in the following table:

Water 

year

1361 

1362 

1963 

1964 

1965

Maximum

Date

Oct. 15, 1960 

Sept. 9, 1962 

Dec. 2, 1962 

Sept. 25, 1964 

June 15, 1965

Discharge 

(cfs)

1,660 

2,100 

3,640 

1,520 

1,150

Gage height 

I feet)

12 . 90 

15.79 

17.46 

13.50 

12.07

Minimum

Date

Many days

Discharge 

(cfs)

0 

0 

0 

0 

0

Gage height 

(feet)

-

1953-65- Maximum discharge, 6,390 cfs May 2, 1957 (gage height, 18.36 ft); no flow at times. 

Flood in 1908 reached a stage of about 21 ft, from information by State Highway Department.

Remarks. Records good. Some regulation by Lake Kickapoo (see station 7-3140) on North Fork Wichita 

 River. The city of Wichita Falls diverted from Lake Kickapoo the following amounts of water: 

1961, 16,509 acre-ft; 1962, 16,582 acre-ft; 1963, 18,939 acre-ft; 1964, 17,319 acre ft; 1965, 

15,355 acre-ft, and returned to Wichita River the following amounts: 1961, 7,500 acre-ft; 1962, 

7,520 acre-ft; 1963, 6,750 acre-ft; 1964, 7,524 acre-ft; 1965, 7,847 acre-ft. The city of 

Henrietta diverts the following amounts of water from gage pool: 1961, 384 aere-ft; 1962, 

406 acre-ft; 1963, 392 acre-ft; 1964, 667 acre-ft; 1965, 700 acre-ft. Diversion records are 

furnished by the cities of Wichita Falls and Henrietta, respectively. Records of chemical analyses and water temperatures for the water years 1961-65 are published in reports of the Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, V.ATER YEAR OCTOBER 1 94 L TO SEPTEMBER l"6l

1

2

1

4

5

6

7

B

9

10

11

12

13

14

1^

16

17

18

19

20

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22

23

24

25

26

27

28

29

30 

31

MEAN

MIN

WAT Yf

14

1.5

0

0

.10

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.30

.30

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.10

.10

0

o

0

962

616

212

362

712

804

378

BC

36

2C

152

336

491

221

83

50 

35

182

0

26

16

B.9

7.6

5,4

4.4

3.6

2.7

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2.0

1.5

1.0

1.5

l.C

1.0

.70

.30

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0

0

0

0

0

0

t

c

0

0

0

0

7.86

-

0

0

0

0

B

0

18

14

29

27

47

76

43

13

6

4

2

,

f

,

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9.

87.9

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30

2

2

1

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3

9

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3

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0

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0

C

r

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0

.30

1.5

150

144

134

151

92

48

29

20

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______

28.3

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0

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102

68

355

286

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45

23

16

17

16

17

16

20

56

124

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201

122

63

32

20

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0

0

1

0

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0

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0

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p

0

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IN C

53

32

74

7.6

2.7

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22

27

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0

0

0

0

0

0

0

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g

c

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C

AC-FT 

AC- FT

0

&

0

0

0

0

0

4.C

zc

24

27

14

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16

14

108

449

183

24

14

8.9

6.4

4.4

2.7

401

1.30G

960

124

29

11

125

C

31,930 

37,220

3.6

1.5

2.0

4.4

1.0

.40

2.0

2.0

1.0

2,0

126

93

37

14

1,9

5.4

30

62

20

6.4

2.7

1.5

l.C

.40

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10

7.6

3.6

1.5

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14,6

0

0

0

0

0

0

0

0

0

t'

0

0

0

0

0

0

0

0

50

35

14

2.0

.70

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0

3

0

0

0

0

0

3.2a

0

r

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= .2

1C*

358

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58

24

11

8.°

63

27>>

662

788

228

23

7.

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7.

4.

2.

2.

I.

. 0

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. 0

. 0

0

95.7

78B

0

5.6QO
RED RIVER BASIN

7-3150. Little Wichitd Rivei' near Henrietta, Tex, Continued

C»Y

,

t

3

^

^

Q

7

^

c

1'.

i£uu

14

15

16

17

20

21

23

24

25

25

<_7

2B

30

TOTAL

MEAN

MIN

.JC T.

u

33

11

1. -

47

7?

11

6.4

96

144

c. t

13

7.C

1.5

l.u

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16

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3.6

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13

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77

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U

468

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741

107

36

13

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9t c

o,c.

3.t

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.7

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121

7L

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11

13

16

30

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13

2.

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c

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11

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2.7

2.3

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169

101

56

178

287

44

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0

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20

8.=

3.e

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.70

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3

r

0

0

0

0

0

0

L

> 

0

G

0

0

0

0

66

565

407

63.5

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JUNE

149

64 u

826

351

96

151

318

478

BC2

l,13f

l.ton

l.Su^

1 ,8RC

1,540

214

7t

fcC

28

115

73

18

10

4.4

2.C

1.0

453

.30

JULY

997

414

ICC

4-1

21

5.8

5.4

2.7

1.1

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n

0

0

12

t.r

a.O

5. vi

82

40

21

31

94

248

58

77.6

0

AUG.

15

12

5.1

2.9

5.9

2.7

1.0

.70

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.10

 3

0

0

'

0

o

0

0

J

3

0

0

0

0

0

0

1.47

0

SEPT.

28

273

2tl

272

129

487

1,150

1,810

2,C5U

2.10C

2, 1C")

1.65C

177

48

2K

10

34

5C5

109

42

13

6.4

31

154

329

147

26

484

6.4

DISCHARGE, IN CUBIC FEET PFR SECOND, k»TEP YEflP OCTOBER 1962 TU StPTEMBER 1«63

1

2

3

4

5

6

7

£

^

lu

11

U

13

14

15

It

17

tti

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il

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25

^6

27

cB

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Ji. 

31

TCTAL

MEAN

MIN

HAT Y

a.

7.

4.

2,

1.

. 0

. 0

. 0

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l.v

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.1^

0

J

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J

G

0

9u

542

1.1-50

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l"l"

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57

32

22

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11

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7.6

5.4

2.7

5.-.

2..

1.5

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i.;

b.<

13

5.4

1.5

1.5

1.5

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D. 4

5.4

115

1.220

2,^3'J

2,610

3.11J

3 IS

1.0

3,J6.

3,54L

3,48«

3,110

2,£>5i

1.71C

3f 3

174

132

65

53

42

34

24

16

13

16

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5<=

135

96

54

37

i4

17

14

11

7.t

3.9

o. ;

£>22

6.4

5.4

6.4

3.9

e.4

E.4

4.4

3.0

4.4

13

5.9

7.c

t.4

5.0

-.0

t.4

t.L

t.O

t.4

2.7

Z.7

2.7

t.O

<.. ~

2.C

1.5

1.5

1.0

1.0

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4.49

l.C

EAN 1C1

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 30

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^

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.15

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.40

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.10

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L

c. c

r_

L

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.13

3

MAX

-,

L

(

L

C

C

b

u

0

"

c

lj

0

G

'-

U

0

t"

&

<-

L

n

J

28

15 1&

21.1

1

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452

131

52

Z20

16

16

It

17

16

It

11

6.4

4.4

2.3

1.0

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.30

C

C

r

C

r

0

0

Ifc

57

3 C 3

494

6C.6

0

IN 0 

IN 0

84

22

5.4

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13

22

87

124

149

43

23

3.°

4.4

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2.C.

1.0

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26

3.9

2.7

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o

^

0

^

7.6

25

21.4

u

AC-FT 

AC-FT

97

258

472

247

52

18

10

3.6

l.C

1.0

l.C

l.C l.'j

7.t

U

4.4

1.5

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1.0

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;

0

c

0

0

c

0

c>

n

c

39.6

0

130,300

72, sir

c

0

c

c

9

c

^

0

c

c

c

50

43

40

10

10

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6.4

4.4

2.0

1.0

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P

r

0

c

u

1

176.90 

5.71

0

C

0

0

0

0

r

0

0

cr

0

r

c

0

0

r,

G

0 

0

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c

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0

0

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56

32

4.4

1.5

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c

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17

97

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7.6

1.5

3.6 

7.6

3.6

2.7

1.5

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2.0

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1.0

11

4.4

1.0

301.20

11. C

97 

0

597
RED RIVER BASIN

7-3150. Little Wichita River near Henrietta, Tex.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTFMBER 19

1

2

3

4

5

6

7

g

*

LC

11

i2

ii

1*

Ib

16

17

18

15

20

.21

22

23

<!4

25

26

«f7

28

29

MEAN 

MAX 

MIN

.40

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u

o

u

0

0

0

j

t)

0

0

0

0

0

0

0

0

0

90

88

190

346

231

48

48

43

17

7.6

2.7

36.1

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2.7

l.l.

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y

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158

409

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57

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07

27

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 30

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0

4.3

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13

6.4

6.4

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0

103.40

3.34

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114

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0

241

156

59

85

426

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197

74

40

23

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15

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0

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0

0

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0

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124

579

415

128

17

43.3

0

5.4

3.6

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0

5

.30

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37

271

557

321

52

33

30

52

27

8.9

1.0

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0

0

0

0

0

0

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0

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42

55.4 

0

601

580

114

20

7.6

3.6

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1.4

76

628

654

216

47

16

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0

0

0

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53

346

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112

48

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346

0

SEPT

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

33

202

440

150

32

6.4

163

621

1.260

It 490

1,320

542

743

728

323

268 

1,490 

0

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

a

g

lu

L

2

3

4

5

7 

8

9

0

1

2

3

4

5

6

7

8

9

0

1

TC AL

ME N

MA

HIN

OCT.

74

3L

13

8.9

4.4

2.7

1.5

1.5

1.0

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2.7

3.6

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.10

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0

0

0

u

a

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y

a

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4.73

74

0

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11

7.6

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2

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75

73

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0

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2.

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1.

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0

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0

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190

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8.9

8.9

8.9

8.9

4.4

16.5

190

a

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28

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90

78

34

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20

26

97 

45

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30

296

409

149

42

 

41.5

409

0

MAY

14

9.4

1.0

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1.0

1.0

2.0

26

86

268

367

579

447

241

225

185 

132

60

85

223

69

32

10

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848

457

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m

1,050

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JUNE

34

14

6.4

4.4

2.7

2.7

1.5

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1.0

7.6

507

840

1,110

163 

71

37

22

13

7.6

6.4

4.4

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.10

a

0

0

 

112

1,110

0

JULY

0

0

0

0

0

0

0

0

1)

0

0

0

0

0

0 

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

AUG.

0

0

0

0

a

0

0

0

0

0

0

0

0

0

0 

370

463 

430

326

119

50

163

79.

101

37

17

10

8.9

20

17

37

2.247.9 

72.5

463

0

SEPT.

114

32

23

20

13

8.9

6.4

3.6

1.0

.40

.30

.10

0

0

0 

0

0 

0

0

.30

99

195

110

57

32

20

M>

4.4

2.0

1.0

 

753.40 

25. I

195

0

CAL YR 196f: TuTAL 20,649.40 MEAN 56.4 MAX 1,490 MIN 0 AC-FT 40,960
RED RIVER BASIN

7-3152. East Fork Little Wichita River near Henrietta, Tex.

Location.--Lab 33°48'46", long 98°05'05", on downstream side of bridge on U.S. Highway 82, 5.8 miles 

 upstream from Little Wichita River, 6.4 miles east of Henrietta, Clay County, and 8.9 miles west 

of Ringgold.

Drainage area. 178 sq mi.

Re-cords available. November 1963 to September 1965.

Gage. Water-stage recorder. Datum of gage is 825.32 ft above mean sea level, datum of 1929.

Extremes.--Maximum and minimum discharges for November 1963 to September 1965 are contained in the 

following table:

Annual maximum discharge (*), peak discharges above base (300 cfs), and annual minimum discharge______

year

1964

3965

Date

May 8, 1964

Nov. 20, 1964

May 28, 3965

J-une 15, 1SS5

Maxlmi

Time

2130

1800

0800

2200

Discharge 

(cfs)

* 367

375

* 685

55?

Gage h Ight 

(fee )

3.51

4.04

8.47

6.59

Mln

Date

Many days

Most of year

mum

DLschargf 

u (=fs)

Gage height 

(feet)

1963-65: Maximum discharge, 685 cfs May 28, 1965 (gage height, 18.47 ft); nr flow at times. 

Maximum stage since at least 1920, 28.8 ft in October 1941, from information by lo^al resident.

Remarks.--Records good except those below 5 cfs, which are poor. Stage-discharge relation during 

period of low flow affected by accumulation of drift in channel. No diversion above station.

DISCHARGE, IN CUBIC FEET PER SECOND, NOVEMBER 1963 TO SEPTEMBER 196*

532. f 

I7.a 

321
RED RIVER BASIN

7-3152. East Pork Little Wichita River near Henrietta, Tex.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATEP YEAR OCTOBER i"64 TC SEPTEMBER 1<=65

1

z

3

4

5

6

7

a

9

10

11

12

13

1*

15

Ib

17

18

19

20

21

22

23

2*

25

26

2T

28

29 

30

31

MEAN 

MAX

MIN

AC- FT

1.7

.80

.60

.bO

.40

.40

.30

.30

.30

.40

.40

.30

.20

.IV

.10

0

o

0

0

0

0

c

0

0

0

0

0

0

(I

u

0

1.7

0

14

0

r.

{j

O

G

0

a

c

0

0

0

0

Q

0

0

c

G

3.0

191

346

89

3.8

.80

.20

.10

.20

.50

.70

.60

.60

2 34^

0

1,260

.70

.60

. 61.

.4C

.3t

.20

.20

.2o

.1C

.36

.40

.4C

.30

.40

.4C

.40

.30

.30

.5C

,3C

.30

.40

.40

.30

.2C

.20

.10

0

0

0

0

.70

0

18

0

0

c

c

G

0

0

G

0

C

0

0

y

0

0

0

0

0

Q

0

0

0

0

c

0

0

0

0

0

0

.10

.10

0

.2

.10

. 10

.20

.2t

.1C

,2C

.1C

. 10

.40

2.0

1.2

.31

G

0

C

0

c

&

0

c

0

0

c

0

o

0

Cl

0

_____

2.0

0

9.9

0

0

c

jj

.3^

.20

.20

 0

.: o

. c

u

. c

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

Q

0

0

0

.30

0

2.4

0

0

0

L

.30

.10

r

0

0

c

0

0

0

.10

.10

0

c

c

0

c

c

0

0

0

c

0

0

0

0

c

.30

0

1.2

0

0

0

0

0

0

3

.10

18

103

218

86

7.7

192

118

33

65

18

f.4

3.5

2.4

1.6

1.8

2.0

1.5

3.9

22

593

179

20

4.0

593

0

3,370

.6

.0

.7

.9

.6

.,,

.9

. a

.7

.4

.5

.3

31

43

17

S8

5^

8.7

2.0

.6C

.30

.20

.40

24

6^

7.2

.70

.20

.10

.10

483

.10

2,480

.2(1

.20

.20

.10

.1C

.10

c

0

=

c

J

0

0

n

0

C

0

c

0

0

0

C

L

0

0

0

0

c

.20

Q

2.2

1

0

3

0

T

 )

0

0

G

0

D

jj

0

G

103

1 = 1

24

2.3

1.0

.60

.50

.50

.40

.40

.3<-

,2J

.30

.70

.10

3.1

l c l

0

650

53

14

3.3

.53

.40

.40

.30,

.20

.20

.1C

.10

0

£

r

C

r

r

c

C

0

G

0

C

0

0

c

c

c

c

53

0

146
RED RIVER BASIN

7-3154. Little Wichita River near Ringgold, Tex.

Location. Lat 33°53'55", long 98 "04'05", on right bank at upstream side of bridge on abandoned 

county road, 2 miles downstream from East Pork Little Wichita River, 8 miles northwest of Ringgold, Montague County, 11.5 miles upstream from mouth, and 13 miles downstream from gaging station 

near Henrietta.

Drainage area.--1,350 sq mi, approximately.

Records available. February 1959 to September 1965 (discontinued).

Gage. Water-stage recorder. Datum of gage is 791.30 ft above mean sea level, datum of 1929. 

Average discharge.--6 years, 105 cfs (76,620 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above "base (1,000 cfs), water years 1961-65

Date

Oct. 16, 1960

Oct. 20, 1960

Oct. 27, 1960

Dec. 12, 1960 

June 27, 1961

Nov. 24, 1961

June 12, 1962

Time

1000

1200

1000

1900 

1900

H300

1700

Discharge

1 530

1 280

1 020

1 300 

* 2 750

1,600

2,800

Gage 

height

20.60

19.51

18.13

19.62 

25.39

21.49

24.76

Date

June 30, 1962

Sept. 10, 1962

Oct. 31, 1962 

Dec. 4, 1962

Sept. 27, 1964

Time

2000

_

1000

1400

Discharge

* 3,230

3,000

1,160 

* 4,040

* 1,420

Qage 

height

25.52

25.30

19.80 

27.45

20.47

Date

Hov. 21, 1964

May 11, 1965

May 29, 1965

June 14, 1965 

Aug. 17, 1965

Time

06OO

O200

0800

1200 

1500

Discharge

1,090

1,060

+ 2,800

1,980 

1,220

Gage

height

18.59

18.00

24.68

22.68 

18.62

Water year

1961 

1962 

1963

Date

Many days

Annual mi 

Discharge

0 

0 

0

Gage height

-

Water year

1964 

1965

Date

Many days

Discharge

0 

0

Gage height

-

1959-65: Maximum discharge, 4,120 cfs June 24, 1959 (gage height, 27.53 ft); no flow at times. 

Maximum stage since 1908, about 31 ft in 1915, from information by local resident.

Remarks.--Records good except those for periods of no gage-height record, which are poor. For 

upstream regulation and diversions see Little Wichita River near Henrietta (station 7-3150). 

Records of chemical analyses for the water years 1961-62 are published in reports of the Geological Survey.

DISCHARGE, IN CU6IC FfET PFR SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

j

4

5

t,

7

e

1C'

H

li

13

14

15

16

17

It!

1-

2o

21

^l

li

e-<4

25

2b

27

tfi

29

3o

31

MEAN

WIN

WAT V,

44

13

a.o

3.5

24

8. a

Z.o 2.1

1.

. J

. J

 c

. 0

2ol

L.J33

7o3

J36

777

1.190

743

157

4d

25

IbO

77n

,45

453

124

49

205

.5)

Ib

1,2

io

6. 2

3.0

2.1

1.4

l.o

,l<j

. dLr

.20

.10

. 10

0

0

0

0

J

0

u

G

^

0

r ^.u 1.77

JEC.

^

w

j

u

j

li

IC3

388

43

1 I 80

44

. 08

04

51

31

C.1

15

10

7.

5.

4.

5.

2 -

1.

1.

1.

1 .

!=*<»

0

35

47

33

25

16

11

3.3

18

32C10=

55

3i.

li

13

S.U

6.5

4. 6

2.7

2.1

1.9

1.3

1.0

.60

»4iJ

.2C

.20

,1(-

.10

.10

32. 7

.1C

.20

 2u

.20

.20

1.1

3.9

34

ISO

166

133

86

53

3t,

23

18

13

5.C

5.7

4.5

4.1

3.4

2.4

l.fl

1.3

l.G

. 7G

. fa J

 _ 

_ 

32.9

.ic

M4X

.40

,4J

.20

.3}

.30

.33

.23

.2C

.1G

.10

0

j

3

3

20

36

221

295

152

66

3o

20

18

4}

29

26

19

79 

455

49.2

0

APR.

585

241

1C 7

5^

34

22

14

10

3.8

1.

. 0

. 0

. 0

. 0

. 0

. 0

. 0

c

r

C

0

0

c

0

<;

C

C

13

36.6

C

IN C 

IN C

513

189

100

42

24

H3

303

98

21

11

6.f.

4.C

2.2

1.1

.6C

.40

.20

 ?0

9.f

8.=

1.0

.50

.2C

.20

.10

.10

.30

.50

.20

.n

51.2

.10

AC-FT 

AC-FT

JUNE

. r

. 0

. 0

0

G

11

28

26

20

11

19

49

19

219

263

60

19

8.4

6.1

3.5

2.7

692

1,590

2.59C

1,470

95

34

242

C

50,270 

58,330

jutr

18

1C

6.2

5.1

t.a

3.2

1.7

1.8

7.8

48

127

57

21

12

7.6

5.2

56

6=

23

10

5.2

2.9

1.6

.00

.50

6.3

7.0

^.0

1.6 

.SO

17.1

.50

AUG.

.40

.20

.20

.20

.20

.20

.10

.1C

0

0

0

0

0

4.6

.90

.20

11

78

32

36

12

4.'

1.6

.60

.20

.10

0

0 

0

183.00 

5.00

0

SEPT.

G

C

C

6.6

45

230

324

 51

13

7.6

31

231

474

721

522

77

27

14

7.4

4.4

2.2

l.r

.30

.2C

0

0

C

C

r

2,861.70 

= 5.4

0
RED RIVER BASIN

 

3

^

5

c

7

8

_,

1C

11

It

13

14

15

io

i7

13

'1

It

23

2425'

20

27

2£

^ _

3-

MAX 

MIN

2.4

32

37

23

38

13

1C

7.5

t-,9

130

38

21

13

lu

5.2

2.5

i.t

l.L

.41,

. ; *

 2^

.2v

.20

.10

 i j

. iu

. iu

u

ISi

28

Ii8

154

106

53

27

15

9.5

6.0

3.o

2.0

1.2

.8C

14

79

o7

c9

 »9

21

2i3

944

1 .tot

1,230

4Jl

- 3

C.O

-2

1C

1.43C

V-3154. Little Wiohita River near Ringgold , Tex.--Contirued

14

-.3

 j.l

4.0

2.6

2.1

!.< 

15

274

544

334

135

7-J

34

22

31

6^

Ho

80

22

14

1.3

c.3

t.ft

3.C2.1

1.6

1.3

b44

L.2

.80 .8'"

.6C

.50

.50

.53

.50

.50

.50

.40

.40

.40

.50

.60

.61)

.60

.60

.50

.40

.41

.30

.30

.40

.40

.40

.4C

.40

.4 

15.40

1.0

.30

.20

.20

.20

.10

.10

.13

C

0

0

a

0

J

0

^

0

U

-J

o

0

0

0

0

0

C

t

(_

^

_ -_

 

0.90

.20

0

^

0

c

0

0

c

0

0

0

0

o

;;

o

0

o

a

0

0

o

Q

c

0

Q

£

0

o

0 

n

0

0

0

4.0

16

101

181

86

38

23

14

8.4

5.0

2.9

1.7

1.0

.60

.40

.40

.20

.20

.2C

190

29C

13

33

53

41

12

2,517.30

0

57 

28

17

11

7.2

4.8

3.3

2.5

1.5

1.3

.80

.50

.20

.10

0

0

0

0

0

0

0

0

o

0

0

0

270

t>30

536

0

205 

707

915

643

165

91

211

355

833

1,400

2,220

2,730

2,480

1,990

1,130

154

65

37

209

162

78

41

17

8.0

7.C

5.1

5.8

181

2,710

5.1

2,440 

927

228

89

42

20

9.5

5.9

3.3

1.6

.80

.30

.10

.1C

0

.10

41

20

5.4

108

80

1C 5

75

28

29

249

452

216

1C6

0

28 

44

13

6.1

3.1

4.2

4.8

2.7

1.3

.80

.40

.20

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

SEPT. 

168

508

438

405

1,4CO

2,400

2.800

3,000

3,000

3,000

2,100

720

170

70

40

30

30

440

90

40

30

20

20

20

260

310

140

5C

22,059

0

IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

t

^

£*

b

_,

7

B

H

llJ.1

12

13

14

15

10

17

18

is

""

21

22

23

24

25

it

2?

2rt

2^

3,.

TOT4L

A1H

»Ar yt

12

s. b

5.L

3.u

2.6

l.o

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.50

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.HJ

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.60

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u

0

"

IJ

u

u

U

0

c

20

 fu*.

l.OtO

2,8B1.7 rj

1.2LO

*-uC

5U

25

14

13

11

3.0

6.9

5.2

3.6

2. ?

? . c

1.3

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.4

.3

3.8

3.1

1.7

1.2

.7

.^

. 2

.1

192

l.bUf

J.120

5,710

3,080

13, tc2.4 

442

.10

,»BC

. ,380

,B70

,040

,o2C

,2 Be

,7 0

J 1

1' 2

i 3

8

5

5

7

b

,-

6

b

4

1 C

3 4

2 d

i L

1

7

4

0

^

ei

6

25.C95

14

13

^2

12

li

12

1C

9.3

J.O

T.2

14

1C

7.4

 i.l

6.2

5.0

6.0

7.0

fc. C

5.0

5.6

5.1

4.6

3.6

3.2

3.2

3.C

2.6

2.0

2. 9

2.3

^t

.

.

s

.

.

, :

.

.

.

f

 

 

1.2

1.2

1.1

1.0

1.0

l.C

l.r

l.t

.80

.80

l.L

1.1

1.1

1.1

l.l

1.2

1.4

1.3

1.2

13

B.d

2.6

3.5

1.6

1.1

.00

.50

.40

.30

.30

2.5

.30

, 34C »

724

354

86

37

23

18

14

12

9.1

6.3

4.8

3.8

2.8

2.0

1.5

1.0

.40

.20

.10

C

0

0

0

0

0

0

1(1

50

250

5CC

0

IN 0 

IN 0

100

30

10

2.0

5.0

20

5C

100

200

10C

30

10

5.0

3.0

2.0

1.3

.80

.50

1.0

14

103

27

10

4.0

2.0

1.0

.60

.30

.10

28

86

.10

AC- FT 

AC- FT

267

311

450

378

88

30

16

10

6.0

4.0

2.1

1.0

.50

.20

1.9

10

5.4

3.6

2.0

1.0

.40

.20

.10

0

0

0

0

0

0

0

1,588.40

450

0

184,700 

93,790

0

0

0

0

0

0

0

0

3

0

0

0

0

93

80

5b

19

6.4

6.2

4.0

1.4

.20

0

0

0

0

.10

.20

.20

1.5

268.60

9? 

0

.50

.70

.50

.20

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2.00

.70

0

0

43

7.2

.50

.10

0

C

0

0

0

0

0

0

0

31

59

16

2.°

.80

.30

.10

0

C

0

0

0

c

10

6.0

3.0

179.90

59 

0

ord Apr. 14 to May 15.
RED RIVER BASIN

7-3154. Little Wichita River near Ringgold, Tex.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1563 TO SEPTEMBER

1

2

3

4

5

6

7

b

9

10

11

12

13

1*

15

16

17

16

19

20

21

22

23

t 4

25

26

27

18

29

MAX 

M1N

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l.o

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0

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263

272

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93

302

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766

339

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42

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4<-0

563

217

0

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42

381

585

506

136

37

36

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83

48

17

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1.0

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C

0

c

752

605

359

64

26

13

6.0

3.4

1.9

1.0

1.5

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74

567

867

477

151

52

22

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1.0

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0

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963.71

329

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r

r

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r

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r

15°

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277

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171

495

871

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1.230

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9,183.10

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17

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P34,°C

27. 6
RED RIVER BASIN

Location.--Lat 33°52'50 , long 97°56'15", near left bank on downstream side of pier of bridge on V.S 

Highway 81, a quarter of a mile downstream from Chicago, Rod-- Island and Pacific Railroad Co. 

bridge, 1.3 miles south of Terral, Jefferson County, and 3.2 miles downstream from Little Wichita 

River.

Drainage area. 28,723 sq mi, of which 5,336 sq mi is probably noneontributing.

Records available. January 1938 to September 1965. Monthly discharge only for some periods published in WSF1311.

Gage. Digital water-stage recorder. Datum of gage is 770.31 ft above mean sea level, datum of 1929 

Prior to Jan. 12, 1939, wire-weight gage at same site and datum. Jan. 12, 1939, to Apr 8 1965 

graphic water-stage recorder at same site and datum.

Average discharge. 27 years, 2,391 cfs (1,731,000 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above ba

Date

Oct. 20, 1960

Time

1800

Discharge

* 72,900

Gage

height

20.42

Date

June 21, 1962

Time

0300

Discharge

29, 200

Gage 

height

16. in

Date

Sept. 24, 1964

Sept.2J, 19R5

Time

1600

neoo

Discharge

* 11,400

* 35,400

Gage

height

14.31

19.95

Water year

1962 

1963

Date

Jan. 23, 1962 

Aug. 10, 1963

Discharge

117 

164

Gage height

7.75 

7.86

Water year

1965

ars 1961-65 

Date

Nov. 3, 1964

Discharge

130

Gage height

8.10

1938-65: Maximum discharge, 197,000 cfs June 8, 1941 (gage height, 28.14 ft); minimum, 43 cfs 

Mar. 15, 1939.

Maximum stage since 1908, 28.14 ft June 8, 1941. Flood of May 19, 1935, reached a stage of 

27.2 ft; floods in 1891 and of May 1, 1908, are reported to have reached about the same stage.

Remarks.--Records good. Some regulation by Lake Kemp (see station 7-3120) on Wichita River, Lake 

Kickapoo (see station 7-3140) on North Pork Little Wichita River, Lake Altus on North Fork Red 

River (capacity, 142,900 acre~ft), Lake Lawtonka on Medicine Creek (capacity, 63,000 acre-ft), 

Lake Thomas on Little Medicine Creek (capacity, 8,300 acre-ft), and Lake Ellsworth on East Cache 

Creek (capacity, 94,500 acre-ft). Principal diversions are from Wichita River for irrigation of 

about 20,000 acres in the vicinity of Wichita Palls, Tex. , and from North Pork Red River for 

irrigation of about 48,000 acres in vicinity of Altus, Okla. Many small diversions for irrigation above station; amount of these diversions or acreage irrigated not known. For .statement 

regarding regulation by Soil Conservation Service floodwater-retarding structures, see station 

7-3082.

Revisions.--WSP 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PEF SECOND, hATEF YEAF UCTOktS TO SFPTi-MbEP 1361

1

3

^ 

7

9

12

14

It.

16

19 

20

iZ

28

33 

31

TOTAL 

MIN

734 

587 

414

5C1

6S2 

710

45b

<3,86.j

65.7UG

,0^0 

,360

2,73r

1,500 

2,4*0

2,120

2»GCG

1,8*0

1,7^:0

i,060

814 

794

77 =

7bS 

874

3,viu

,220

l,47G

2,180

2, 120

1,710

1,£2>-

1.37'

638

632 

562

891

1.02J 

1,370

1,78U

1 ,38n

\, 2'-

51 

8i

71-

56C

<MCU

7,24Ci

11, TIC

8.28C

2.6SC 

2 , ? I <-

2 , 3 70

1,780 

1,620

1,23"

1,83 . 

2,56

1.37C

642 

782

638

515 

445

5,-TP 

12. W

14, 7'-',

4, =20 

7, ("50

5,720

1,7.-" 

1 , 4 ? "

7:4

«.b'"'

5-5

2.1"

2,140

3,180 

758

( ?"> 

32

?75

3~2

* r r

<=ji

 >66

B22

l,24l>

~" r 1 

3,1

1,34, 

1,67.'

B4"J

641

e,%fK

S7r

7H

3=8

8,380 

89,19r
RED RIVER BASIN

7-3155. Red River near Terral, Okla. Continued

DISCHARGE, IN CUBIC FEET PhP SECUNO, tuSTER YfcAP OCTOBER 19tl TO SEPTEMBER 1<!62

DAY

1

4

5

6 

7

11

12

17 

18

13

ze

21

26 

2B

30 

31

KIN

562

565

45G

elz

617

480

358

243

263

27t

lil 7>.

1,1*0 

88*

1,620

1.37C

2.02C

 

D2.

545

8t)5

913

1,'J^O

632

470

455

450

521

350

545

305

US

584

535

535

518

51b

 55.

3tZ

3C 1

315

375

3C2

287

31<=

4,0

31°

2?0

1,520

4, 36C

1 , }*< 

602

358

319

517

3.3CC

3.300

12.50C

6,31C

17,300

3,210

8,260

2,1.C

6 OR

51 0

bbl

676

^,050

4^

!,«: )

2,860

HOC

73?

475

334

286

286

313

i.osc

6,290 

6,440

712

740

4,^40

4,110 

2,650

2,250

93,^52

313

CAL YR 1961: TOTAL 637,699 MEAN 1,747 MAX 16,400 AC-FT I,2e5,000

OISCHAROE, IN CUbIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

2 

3 

4 

5

6 

7

8

10 

11

13 

14

lo 

17

18

21

23 

24 

25

26 

27 

28

30 

31

KIN 

AC- FT

OCT.

1,020

1,020 

1,720 

1.18U

590

384

460 

430 

435

66S 

644

5,390 

6,79\i

NOV.

1.1*0

600 

1,240 

783

435

370

362

358 

354

684 

2,240

5,531,

OEC.

5.53C

1,660 

1,220 

1,060

728

608

933 

835 

728

644 

62U

596

JAN.

545

550 

520 

505

300

500

350 

300 

350

300

3CO

490

FEB.

435

460

656 

555 

505

470

425

584 

584 

578

578 

555

 

MAR.

35G

350

388 

406 

397

530

674

535

435 

420 

410

388 

366

338

APR.

4 210

1 100

650 

584 

545

505

430

330

280

253 

250

253 

273

4,960

MAY

500

420

3.100 

2,620 

1,520

919

515

301

465 

425 

350

330 

304

383

JUNE

15.200

9,250

2,640 

2.12C 

2,960

2,780

2,570

2,180

1,620 

1.370

1,180 

1,020 

807

698 

572

495

JULY

392

354

308 

312 

312

330

336

1,180

1,780 

830

256 

234 

215

243 

259

270

AUG.

259 

218 

203

1S3 

197 

174

177

236

212

200 

186

224 

203 

186

206 

224

234

13,080

SEPT.

2<!7 

280 

304

358 

322 

266

221

218

315

280 

377

698 

515 

420

370

322

246 

2C9

14,201

2,480 

28,170

HAT YR 1963: TOTAL 397,022 MEAN 1,086 MAX 25.8CO MIN 174 AC-FT 787,500
RED RIVER BASIN 

7-3155. Red River near Terral, Okla.--Continued

CAY

:

7

12

15

1 

^1

23

23

27 

2V

1AX

i-UN

ut r.

l7H

lit

itt

10^ 

lv/2

13.

^tl

3-5

f^jV.

2tl

Lt<a

11 -

Hi

It? 

l.-j

1.2

11 ; 

3:7

1,14^

d77

6 ° =

37r2t)}

"

,.;,;

c. 17 

^lb

!< «=

1=14

t li 

157

177 

164

1 It. 

Iu>.

it;

17;

161

I'-S

ia4

177

It 1^ 

i7i,

! >-

14i

1- 

13.

It*

141

13C

126

117 

115

..12

tA ^

156

113

4, "e:

3,7?J

3,. 7

614

36ft

2 = 7

259

23 

227

 

214

_:

rn i r -+

3,,

2~<j

211 

215

212

212

2L i

lit.

Ib6

172

;73

2 PC 

256

183

144

115 

113

18*

158

2,030 

2,610

5*>r

113

"^H

174 

291 

3,530

436 

460

280

174

172 

1BO

If 450

154

1,2"

45

06 

38

1,72 

1.22C

63H

384

401 

4C!

2^7

256

23'

ine 

IK?

172

12? 

117

115

141

123

115

126

141

115

158

139 

141 

141

1,180

1,27;

622

233

151

110

187

132

8,872

110

115

-CC 

-7

iC8

SB

1,220 

1,^20

680

2,680

7,280

6,^10 

5,530

3,090

51,758

9> QC

 

1

5

7

12

15

16

17

1 = 

.0

21

22

TOTAL

"EAN

MIN 

AOFT

4j j 

332

525

273

1^7

1-4

2 , 2 « :.

1,520

lo,5CC

6.2

353

315

,63

^ »4

266

______

212

215

 

635

381

5.22

282

412

4.45C,

4,340

l,f 7"

5,530

529

458

ill

21?

253

152 

199

183

378

362

2R1

1.130

518

21? 

184

171

15ft

212 

181

12,500 

28.20C

11,700 

4,570

1,780

253,300
RED RIVER BASIN

7-3157. Mud Creek near Courtney, Okla.

Location.--Lat 34°00'20", long 97 034'00", In NW^SE^ sec.25, T.6 3., R.4 W., on downstream side of 

pier of bridge on State Highway 89, 4 miles downstream from North Mud Creek, 6 miles northwest of 

Courtney, and at mile 11.5.

Drainage area.--572 sq mi.

Records available.--October 1960 to September 1965.

Sage. Water-stage recorder. Datum of gage is 730.00 ft above mean sea level (State Highway Department bench mark). Auxiliary water-stage recorder 2 miles downstream from base gage.

Average discharge. 5 years, 63.S cfs (45,750 acre-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (1,300 cfs), water years 1961-65

Date

Dec. 11, 1960

Mar. 31, 1961

June 15, 1961

June 3, 1962

Time

2300

183D

0700

0230

Discharge

1,400

* 2,570

1,500

* 1,330

Gage 

height

22.67

24.48

23.23

22.55

Date

Nov. 27, 1962

Dec. 21, 1962

Aug. 28, 1964

Sept. 25, 1964

Time

2100

1700

0600

1200

Discharge

* 1,500

1,35C

* 3,810

1,530

Gage 

height

23.13

22.52

25.45

22.83

Date

Sept. 29, 1964

Nov. 21, 1964

May 20, 1965

June 17, 1965

Time

2300

0400

2000

0900

Discharge

1,920

* 4,100

1,530

1,970

Gage 

height

23.44

25.62

23.19

23.86

Annual minimum dally discharge,

Water year

1961

1962

1963

Date

At times

do.

do.

Discharge

n

0

0

Water year

19S4

1965

Date

At times

Aug. 4-6, 1965

Discharge

0

.10

1960-65: Maximum discharge, 4,100 cfs Nov. 21, 1964 (gage height, 25.62 ft); no flow at times 

in most years.

Maximum stage known, 30.6 ft in May 1957, from information by local resident.

Remarks. Records good. Records of chemical analyses for the period October 1962 to May 1963 are 

published in reports of the Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER I960 TO SEPTEMBER 1961

1

2

3

H

5

7

e

9

13

11

12

i.3

14

15

16

17

18

1 ,

20

21

^2

13

I**

25

2e

27

in

2 ^

JC

31

MEAN

Hit,

1

.43

.4U

 0

1.

1.

1.

 0

^ £

« >u

 0

. 1 J < 

7.0

lj

11

3S

168

118

32

14

- 7.4

26j

l.OBC

821

6B3

123

2C

112

.43

13

8.7

6.4

4.7

3.5

2.5

1.7

1.4

1. i,'

.60

.50

.40

 30

.20

.3C

.20

.2L

.10

y

.10

.10

.20

.10

.1C

.10

.10

.1C

.10

 13

.1C

1.56

C

.1C

.10

. 1C

. 1C

35

0

a

8

8

1,1

1,2

1. Jo

J

><t

.3

.8

.2

.6

.9

.7

.1

a H

12

216

.1C

106

lt>3

123

48

25

12

4.4

8.0

7.C

6.2

5.4

4.9

4.5

4.5

4.3

4.3

4.7

4.5

4.3

4.2

4.2

4.0

3.8

3.5

3.5

3.3

3.8

3.6

3.C

19.6

3.0

3.0

3.5

3.5

4.9

5.6

6.2

12

111

124

80

48

31

22

16

12

11

9.4

3.3

8.0

8.3

3.6

9.4

8.0

7.0

6.8

6.8

=>.0

 

 

21.1

3.C

5.

4.

4.

4.

4.

3.

3.

3.

3.{

2.

2.

2. )

1.8

1.7

2.C

19

130

358

181

60

36

29

23

1?

26

621

3B7

100

278

1.900

138

1.7

1,700

1,430

453

103

69

49

31

28

26

24

29

24

21

19

17

16

14

13

12

12

11

11

10

9.8

9.1

8.7

8.3

7.4

7.2

140 

1,700

7.2

6.8

7.0

7.6

9.6

19

29

74

27

19

19

12

7.

5.

4.

3.

3.

5.

173

59

24

58

164

146

37

28

32

89

35

20

14

38.6 

173

3.0

12

10

60

125

85

182

445

811

538

118

37

20

524

1,090

77

34

18

12

9.6

8.3

7.2

6.2

5.8

8.4

14

14

12

9.6

6.0

149

1.090

5.8

4.2

3.2

2.2

88

92

24

5.4

3.8

2.7

1.8

1.3

l.C

.40

.30

.40

30

9.6

10

48

15

10

5.0

3.C

2.G

1.0

.50

0

0

0

0

12.1 

92

0

0

3

0

0

0

0

0

0

0

0

0

0

0

3

0

0

0

0

0

0

95

17

7.4

4.0

2.4

1.5

.80

.30

.10

.10

128.60

4.15

95

0

0

C

0

.20

.10

0 

C

0

.60

1.3

.30

4.1

62

173

206

44

16

7.6

4.3

2.4

1.5

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0

0

0

0

3.4

3.1

45

577.70

19.3- 

206

0

CAL YR 13fcO: TOTAL MEAN MAX WIN AC-FT

WAT YR 1961: TOTAL 26,631.40 MEAN 73. C MAX 1.90C WIN 0 AC-FT 52,820
RED RIVER BASIN

7-3157. Mud Creek near Courtney, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATEk YEAR OCTOBER 1561 TO SEPTEMBER 1962

DAY

1

2

3

4 

5

7

8

<3

1C

11

12

13 

14

15

16

17

18

19

20

21

22

23

24

25

26

27

26

2s. 

3L

31

MEAN

MAX

MIN

OCT.

22

30

2d

49 

29

11

i.5

2.8 

1.6

.50

30

33

32

3J

14

6.8

3.3

1.5

 70

.4.

.U

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0

0

a

3

0

t

0

0

1L.7

49

NUV.

0

3.7

.90

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14

37

la

1C 

5.6

2.5

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1.3

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.40 

3.0

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125

b

2

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4 7

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3 8

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DEC.

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95

70

33 

17

11

26

123

145

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30

18

11

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4.9

3.6

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2.8 

2.5

2.4

243 

1.5

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2.

2.

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1.

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1.

1.

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1.

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2.7

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1.2

1.4

1.4

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1.1

1.0

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1.6

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.80

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19

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41,670

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RED RIVER BASIN 

7-3157. Mud Creek near Courtney, Okla. Continued

6.1

162

] ,03.6

3f<- 

1.75C

I

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3

6

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10

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RED RIVER BASIN

7-31S9. Walnut Bayou near Burneyvllle, Okla.

Location.--Lat 33 n 56'30", long 97 n 18'20", In WljWEj sec.21, T.7 S., R.I W., near right hank on down- 

 stream side of bridge on State Highway 3CJ . 0.8 mile downstream from Simon Creek, 2.5 miles northwest of Burneyville, and at mile 6.5.

Drainage are&.--314 sq rai.

Records available. October 19RO to I10 ember 1963 (discontinued 1.

Gage.--Water-stage recorder. Ditum of gage is 690.00 ft above mean sea level (State Highway Department bench mark). Auxiliary water-stage recorder 2.7 miles downstream from base gage.

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (* ) and peak discharges above tase (1,000 cfs), October 1960 to December 1963

Date

Oct. 26, 1960 

Dec. 11, I960 

Mar. 31, 1961

Hov. 22, 1961

Time

2200 

2100 

1500

2400

Discharge

l,45n 

1,170 

* 1,970

* 2,010

Gage 

height

14.70 

14.22 

15.48

15.52

Date

Dec. 9, 1961 

June 3, 1962 

June 20, 1962

Hov. 27, 1962

Time

1800 

0100 

0300

1800

Discharge

1,480 

1,090 

1,890

* 2,050

Gage

height

14.73

14.01 

15.37

15.53

Date

Nov. 19, 19E3

Time

1330

Discharge

27

(Jage

height

5.63

No flow at times in each year.

1960-63: Maximum discharge, 2,050 cfs Nov. 27, 1962 

in each year.

Flood in June 1957 reached a stage of 20.65 ft, from information by local resident.

ge height, 15.53 ft); no flow at times

Remarks.--Records good. Records of chemical analyses for the period October 1962 to June 1963 are 

published in reports of the Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND. *IATtR YE4R OCTOBER 1360 TO SEPTEMBER 1961

1

2

3

4

5

6

8

-,

10

11

12

13

14

15

16

17

13

19

20

21

22

2J 

24

25

26

27

23

29

30

11

ME4N

MIN 

AC- FT

B. 0

4.5

2.5

1.9

3.4

15

2.5

1.4

.40

c

.10

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25

s.e

2.5

=1.1

its

53

13

6.C

3.2

1.8

188

1,070

477

42

19

12

8.0

69.6

0

4.5

3.2

2.5

1.9

l.b

1.2

1.0 

1.0

.50

.70

.60

.40

.40

.40

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.30

.30

.30

.30

.3C

.30

.30

.30

.2C

.20

.20

.20

.2C

.20

.30

_____ _

.62

.20

.3C

.30

.30

.70

1Z

52

23 

545

287

66

751

41 b

48

27

20

15

12

10

8.9

6.4

8.0

7.6

7. 5

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5.0

4.5

6.0

6. 8

14

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159

54

24

14

it

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5.3

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4.5

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2.3

2.5

2.5

1.5

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1.3

2.0

4.0

7.5

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10

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11

21

26

27

22

16

11

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5.6

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14

13

7.6

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5.3

 

 

______

10.7

5.3

4.1

4.1

4.1

4.1

5.3

11

a . 2

3.2

2.3

2.3

2. 3

2.1

2.3

2.1

2.7

55

?05

70

26

18

13

=1.6

24

203

230

104

29

341

1,610

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431

84

7

3

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0

3

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5

2

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<=.2

7.2

6.4

E.6

5.3

5.3

5.6

5.3

5.3

4.9

3.4

3.2

2.7

2.5

1.9

______

28.2

1.9

2.3

2.3

2.5

2.5

IS

6?

32

20

14

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2.5

1.6

l.C

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1.0

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4.4

287

285

12

12

57

15

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1.4

28.9

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171

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42

21

17 

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5.6

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66

27

13

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63.7

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1.4

1.0

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.60 

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1.3

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C

0

0

0 

0

0

0

c

0

£

c

15, ZC 

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2.7

30

0

0

0

0

0

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0

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0

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p

r

0

0

c

r

c

0

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0

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0

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r

c

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8.8

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c

C

0

c

0

0

0

c

3.1

______

173.70 

5.79

62

r

345
RED RIVER BASIN

7-3159. Walnut Bayou near Burneyvllle, Okla. Continued

LAY

1

4

7

b

1 '

11

12

1 j

17

1H

1 

2u

21

21

21

24

^

^t 

27

i3-.

TOTAL

MAX

MIM

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...

ib 

51

2.7

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^

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275

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17

7.6

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273

N JV.

.It

2. 3

l.«

I. H

1..

.7,.

.4

.3'

14

3.H

1.6

l.i

^

I, 3^J

1.7.U

214

43

_0

IP

1_

1).

1.7CU

 10

7.2

0.1

t . ^

c ^

1,J3.

jej

b ;

4^

3-.

LI I

353

= 1

4^

«--

21

1J

15

12

11

11

1^

B.L

1,1. Jl,

4.5

7.6

7. '

7.J

'.a

t. b

*>.«.

S.tt.3

4.1

5.b '.,1

y. H

f.'j

e.i.

. .»

f .0

t- » 4

L.4

t-. 4

f.. 4

1^

-.C

o.»

o.

°'l!

4.9

6. J

5.6

b. i

5.3

5.3

5.3

5,3

 i.3

5.3

H.*J

4.»

4.9

4. -

4.9

t. 3

4. :

4.b 4» "

la

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lo

^.2

a.o

13

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0.4

6.4

^ . t

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6. t

=i.t

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4.3

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3. J

tl

110

4'3

22

lo

13

12

10

7.b

15

-

il<:

i7

i^

,56

37

Zl

13

i:

1-.

B.4

7.2

fc.8

b.3

5.3

6.C

5.6

5.3

4.1

'.8

4,1

?4

64

34

272

02

31

4l«

3.8

IN 0 

IK -

21

16 

13

S.i,

b.

4.

3.

2.

1.

1.

1.

. C

 j

.30

.1°

j

J

0

0

7.2

1.2

n

AC-FT 

AC-FT

138

857 

645

69

24

20

?o

Io7

47<J

132

159

642

556

3j

25

33

934

1,120

a/,

2J

n

5.C

3.0

">.4

1.8

.60

.4'";

1,120

.40

28.38C 

33,42-j

.IP

C 

C

0

C

o

0

-2u

.3C

.40

0

C

34

2^

C .'J

5.8

2.1

82

9 r

is

6.8

3.4

?.5

12

235

bU

2Z5

C

.3

.3 

3S

3 

I

1

.6

.<9

.2

.1

 6

.0

.70

.40

.30

.30

0

0

0

3

a

4.8

5.5

.=C

.4U

.40

.40

383

0

SEPT.

2.C

e.a

2.5 

1.4

10

21

34

IB?

48

13

6.0

^.4

2.2

1.7

l.t

3.0

2.4

l.t

.6C

.1C

r

"

0

9.6

24

25

6.D

5.6

12.1 

102

0

7ia

Minimuu,

C 

0

Mean

0.26 

026 

= .20

Sunoff In

e-feet

16
RED EIVER BASIN

7-3160. Red River near Gainesville, Tex.

Location. -Lat 33°43'40", long 97°09'35", in SW£ sec.36, T.9 S. , R.I E , near center of span on down- 

 sTFeam side of bridge on U.S. Highway 77, 0.2 mile downstream from Gulf, Colorado and Santa Fe

Hallway Co. bridge, 5 miles downstream from Fish Creek, 7 miles north of Gainesville, and at

mile 791.5. 

Drainage area. 30,782 sq mi, of which 5,936 sq mi is probably noncontributing.

Records available.--May 1936 to September 1965. Monthly discharge only for some periods, published 

in ¥tiP 1311.

Gage.--Water-stage recorder. Datum of gage is 627.91 ft above mean sea level, datum of 1929. Prior 

to Jan. 17, 1939, wire-weight gage at same site and datum.

Average discharge. 29 years, 2,965 cfs (2,147,000 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (24,000 cfs), water years 1961-65

Date

Oct. 22, 1960

June 12, 1962

Time

0430

1000

Discharge

* 67,800

* 49,500

Gage 

height

20.92

18.60

Date

June 21, 1962

June 5, 1963

Time

1800

0530

Discharge

31,500

* 27,000

Gage

height

16.39

15.60

Date

Sept. 26, 1964

Sept. 24, 1965

Time

1500

1600

Discharge

* 12,300

* 35,300

Gage 

height

14.12

18.99

Annual minimum discharge, water years 1961-65

Water year

1961

1962 

1963

Date

Oct. 15, 1960, Sept. 3, 1961 

Oct. 30, 1961 

Aug. 24, 25, 1963

Dis charge

312 

248 

158

Water year

1964 

1965

Date

July 24, 1964 

Sept. 15, 1965

Discharge

a 86 

169

Minimum dally.

1936-65: Maximum discharge, 168,000 cfs June 9, 1941; maximum gage height, 26.53 ft May 21, 

1951; minimum discharge, 48 cfs Jan. 27, 1940.

Remarks.--Records good except those below 200 cfs, which are fair. Flow slightly regulated by Lake 

Kemp, since 1943 by Lake Altus, and since 1946 by Lake Kickapoo (see elsewhere in this report). 

Records of chemical analyses and water temperatures for the water years 1961-63 are published in 

reports of the Geological Survey.

Cooperation. Gage-height record, 223 discharge measurements, and records of daily discharge furnished by Corps of Engineers; records reviewed by Geological Survey.

Revisions.--WSP 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

5

7

Iv/

12

13

i7

2t

^l

12

31

MAX 

MIN

l,6Su 

I,i30

6S4

S6o

492

6B8

4to

7,330

12.9CO 

5,850

4.7BC 

3,6dC

i, 31C

2,ObO

^,270

1,681,

1 ,540

931/

903

uas 

ua5

-S, 36U

Z,V6C

1.21L

1,310 

1,580

2,510

1,740

1,110

760

885

816

1,930

1,250

1,280

85C

707

888

5,230

6,010

3,380

2,910

2.92C

2,200

2,440

3,470 

2,630

1,670

968

894

966

2,100

3,200

4,800

5,200

7,740 

7,410

 

970

730 

66C

547

2,160 

2,580

1,470

717 

536

456

438

438

480 

462

450

878

584 

661

SEPT.

486 

388

385 

623

1,350 

1,970 

1,620

938

7,740 

4,860

2,090

504

382 

530

48,242 

1,608

341

Ubl: TOTAL MEAN 3,044 MAX 40,3CO MIN 33«J AC-FT 2,204,000
RED RIVER BASIN 509

7-3160. Red River near Galnesvllle, Tex. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR CCfOBER 1961 TLl SEPTEMBER l<=e>2

DAY

1

2

3 

4 

5

7

B

12

l<t 

15

L7

2C

/4

lu

31

MAX 

KIN

OCT.

B84 

1.2BO

dC8

b4b

B7^

1.G7C

8=13

1,450

335

25b 

25^

256

I.tbJ

NOV.

2,190

5,531;

1,2£0

543

6,44?

i,ol^

6.7GO

DEC.

726

624

1,281

691

t>J3

3,'-*>,

JAN.

528

52 Z

355

528

575

FEB.

B40

725

645

.__.-

MAR.

534

554

37o

4C4

5f.

APR.

435

?75

536

3,360

238

MAY

2,170

?,85C

,. 

1.51C.

5,zrr

tf~

JUNE

5, 39f

13.00C

B,2^r

\'\*

i,71>"

z,42r

JULY

10,3' 0

2,3 C 0

l,5f~

BJ3

2,CBf

4.TW1

7 2:^5

f ] 2

AUG.

3,?i J

4,17^

3,94'

1.52C

5f.5 

483

365

2'3

"'£J

35C

SbPT.

55<~ 

835

2,760

2,63f

t- , 4er

l,27r

5,'JlO 

6,220

5,342 

5,370
RED RIVER BASIN 

7-3160. Red River near Gainesvlllf, Tex.--Continued

If TAL 

MA« 

AC-FT

AL If I :'J1S

3

b

7

*1

lb

11 

1^

1*

i;

2*

^i

ZS

30

MEflN

MIN

<.. U J j 

2.H7J

1 .»-,.

bit

6tJ

»A^

Jtt 

341

57.' 

tl^

23'. 

<!3C

215 

213

i27

 ilt'

v.:*«

..»-

7, ICO 

-.IBt

j.'.Sj 

J,*7C

1,25;

l,D6Ci

P^»t

j.3^

1 5 <i

t7.

5^^

*Dt 

*17

3S4

35C

'7?

3*1

3,1

31tt

 4.6 

364

73& 

1.2-.1,

5ij5

-.23

3C5

260

2S3

53B

512

1*1

' ^6*

______

'-: 

iu

2">«

34 )

?',

?7'5 

27 t

275

Z7-.

r,.

1,1;

^.4

t .*7C

834 

7Cfc

472 

<<12

ISO

'"

27it

'.15.-

?, 37P

if fr 

1,17.

= . 5CC 

5,7*c

^. = 7"

-7

tl -

; ";.'

2,<»7"

5.P6-

1^5^

1, '7t

?. tit

2,ee 

IZ.1C'-

'-'

 >, T*il.F r _

I,, ti

I"

7;j?

 >;'4

3' " 

 >'

Ztt

?tl

272

2oO

?54

ni

;75

: >! 

:?7

21 8

1.74-

L.jt:

^Lt

si:

E "4

H2P

5'4 

 412

2T3

172

H = r

; . i c

<t3 c

?S<,

^: !

f7

"ii 

:?2

3.3^'

2 .' . -J "

li.*rt

4.611.

3,iK

173
RED RIVER BASIN

7-3165. Washita River near Cheyenne, Okla.

Location. Lat 35°37'35", long 99°40'05", in SE£ sec.5, T.13 N. , R.23 W., near left bank on down- 

 stream side of pier of bridge on U.S. Highway 283, 0.5 mile downstream from Sergeant Major Creek, 

1 mile north of Cheyenne, 5.2 miles upstream from Dead Indian Creek, and at mile 543.9.

Drainage area. 794 sq mi.

Records available. October 1937 to September 1965. Monthly discharge only for some periods, publishea in WSP 1311.

e. Water-stage recorder. Datum of gage is 1,905.98 ft above mean sea level, datum of 1929 

ifLevels by corps of Engineers). May 1938 to Nov. 16, 1946, and Oct. 1, 1947, to Jan. 11, 1948, 

staff or wire-weight gage at same site and datum.

Average discharge. 28 years, 37-6 cfs (27,220 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (») and peak discharges above base (1,1OO cfs), water years 1961-65

Date

Oct. 11, 1960

Sept. 16, 1962

Time

£030

2300

Discharge

* 7,310

* 2,930

Gage 

height

8.45

5.95

Date

June 3, 1963

June 14, 1964

Time

0330

0900

Discharge

* 574

* 159

Gage 

height

3.83

3.01

Date

June 4, 1965

Time

0530

Discharge

* 1,400

Gage 

height

4.98

No flow at times in each year.

1937-65: Maximum discharge, 69,800 cfs Apr. 29, 1954 (gage height, 15.24 ft), from rating 

curve extended above 27,000 cfs on basis of contracted-opening measurement of peak flow; no flow 

at times in most years.

Flood of Apr. 3, 1934, reached a stage 1.0 ft lower than that in 1954 at site on upstream side 

of highway fill.

Remarks. Records good. Some regulation by numerous flood-retarding structures above station.

Records of chemical analyses for the period October 1960 to August 1961 are published in reports 

of the Geological Survey.

Revisions. WSP 1211: Drainage area.

DISCHARGE. IN CU8IC FEET PER SECOND, WAFER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

4

6

7 

8

10

12

13

15 

16

18 

19

21

23 

24 

25

27

28 

29 

30 

31

MEAN

MIN

0 

0

.20

.10 

0 

0

0

688 

248

105 

89

181 

212

183 

153

120 

100 

159

70 

65 

60 

50 

46

144

0

42 

38

30

26

27.4

-

26 

29

32

28 

26 

28

36

60 

56

48 

42

42

36

41 

41 

40

38 

38 

40 

36 

44

38.5

26

36

38

36 

38 

33

35

35 

36

35 

33

35 

31

26

32 

28 

26

22 

24 

30 

34 

44

33.2

22

'37

29

22 

22 

22

41

41

37

35 

32

33

41

42 

37

33

29 

31

34.0

20

33

3D

30 

29 

24

28

32 

26

26 

29

58

58 

62 

62

52 

50 

50 

56

93

45.1

24

APR

82O£

57

52 

56 

64

64

52 

50

48 

46

45

37

33 

31 

29

32 

29

28

36

47.9

28

IN 0

44 

42

89

94 

69

58

50

46 

44

32 

36

33

29

20 

20 

24

28 

24 

20 

15 

12

40.1

12

AC-FT

8.8 

39

84

82 

140

208

189

89 

74

64 

62

58

48

40 

36 

34

31 

28 

22 

19

77.4

8.8

31,120

16 

15

15

9.9 

8.8 

24

102

50 

38

37 

28

30

32

28 

22 

14

5 4 

3 8 

2 4 

I 4 

60

828.60 

26.7

.60

.30 

.20

.10

.10 

0 

0

0

.10 

0

0 

0

0 

0

0 

0

0 

0 

0

0 

0 

0 

0 

0

1.00 

.032

0

0

0

0

0 

0

0

0

0 

0

0 

0

0 

0

0 

0

0

0 

0

0 

0 

0 

0

0 

0

0
RED RIVER BASIN

7-3165. Waahlta River near Cheyenne, Olcla . Continued

CAY

1

2

4

5

D

7

8

9

lo

11

12

13

1*

15

16

17

IB

19

20

21

22

23

24

25

26

27

28

3U

31

TOTAL 

MEAN

MAX

MIN

AC -FT

OCT.

C

^

C

0

0

0

C

0

0

D

0

0

0

0

0

0

*

0

0

0

0

0

0

0

.70

4.4

.23

4.4

0

NOV.

2.8

15

3.5

2.4

1.4

1.6

2.0

2.1

2.4

2.4

2.1

1.8

2.1

14

12

6.9

7.8

6.5

6.5

6.9

7.3

6.5

6.9

7.3

6.9

6.5

0.9

9.3

5.66

15

1.4

337

DEC.

9.9

9.3

1C

11

9.3

9.9

a. a

u

15

12

9.C

8.G

7.t 9.c

11

2

2

0

2

8

9

2

5

6

8

8

7

0

5.C

12.4

22 

7.0

JAN.

24

24

24

26

1C

li

12

1

.0

.0

.5

.0

.5

1C

14

16

15

8.0

5.5

5.5

5.0

6.0

11

13

17

26

4C

36

29

15.5

40 

5.0

FES.

26

24

24

24

21

18

20

22

21

21

21

20

20

19

20

19

21

18

17

19

20

18

19

15

12

11

10

9.0

18.9

9.0

1,050

MAR.

8.C

0

2

8

8

8

8

8

9

9

8

6

5

4

2

1

9.0

15.5

8.-0

APR.

8.0

8.0

11

15

20

34

50

30

17

19

26

29

29

29

26

26

26

24

24

22

21

22

21

21

22

54

267

103

57

37.9

8.0

MAY

50

42

36

31

26

22

20

11

9.3

6.9

5.4

4.7

3. B

3.8

3.5

3.8

5.0

4.7

3.3

3.0

3.5

2.1

1.1

1.1

1.0

.40

.10

.8.0

.20 

.10

9.89

.10

JUNE

4.2

8.4

9.9

7.3

6.5

5.8

4.4

5.4

46

195

105

34

22

16

22

12

9.9

190

81

32

22

19

17

15

25

" 19

20

15

6.0

32.8

4.2

1,950

JULY

5.0

4.0

3.0

2.0

1.0

0

0

0

0

C

0

0

0

0

0

0

0

0

0

.10

.10

0

0

1.6

1.7

.20

.10

.30 

.40

17

93

4.18

0

AUG.

177

59

52

34

22

14

9.9

6.9

4.4

3.3

2.6

2.0

1.0

.50

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

12.5

0

SEPT.

0

0

0

0

0

D

.30

1.6

.40

.30

.20

0

0

C

.40

215

424

69

27

155

65

41

22

12

7.0

4.4

4.0

3.6 

3.2

2.8

35.3

0

GAL YR 1961: TOTAL 9,771.70 MEAN 26.8 MAX 394 MIN 0 AC-FT 19,380

WAT XR 1962: TOTAL 6,058.00 MEAN 16.6 MAX 424 MIN 0 AC-FT 12,020

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL 

MEAN

MAX

MIN

2.8

2.4

2.6

2.6

3.C

5.4

2.6

2.1

1.8

1.6

1.3

.90

.80

.60

.40

.20

.20

1.0

1.3

26

17

10

e.o

6.9

6.1

6.1

6.5

6.5

5.B

5.4

5.4

4.62

26

.20

5.4

5.1

5.8

6.1

6.1

6.1

6.5

6.5

6.9

7.3

7.3

6.5

6.9

.9

.8

.8

______

9.97

21

5.1

12

22

28

22

18

17

16

15

14

14

12

12

13

18

17

17

17

17

17

19

Ib

18

16

12

10

13

16

17

17

15

17

16.3

26

1C

20

19

17

18

17

15

18

21

22

19

9.0

7.0

6.0

6.0

7.0

8.0

8.0

8.C

5.0

9.0

9.0

9.0

6.0

6.0

6.0

6.C

7.0

9.0

12

14

16

11.6

22

5.0

IB

22

26

30

30

31

24

22

21

24

20

15

20

24

26

30

31

31

29

24

19

17

24

22

22

21

21

17

 

 

______

23.0

31

15

8

9

9

1

5

3

6

2

3

2

8

4

9

7

7

7

7

6

5

u

2

2

2

2

2

7

5

4

5

8

20

21.1

45

14

24

22

20

17

21

29

24

22

20

19

17

16

15

15

14

13

12

11

8.3

8.3

7.8

7.3

6.5

6.9

8.8

11

11

?.8

5.8

4.7

 

14.2

29

4.7

4.7

4.7

4.7

5.2

15

10

9.9

6.5

4.1

3.3

2.4

1.8

1.4

1.1

.50

.20

0

0

0

0

0

0

0

0

.20

.10

0

0

0

7.1

13

3.09

15

0

16

66

272

97

47

35

24

19

51

32

24

18

15

12

9.9

9.0

8.2

7.8

5.8

3.8

2.1

1.0

.60

.20

0

0

0

0

0

0

 

25.9

272

0

1.540

C

0

0

C

0

0

0

0

0

0

C

C

1.3

.50

0

0

C

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1.30 

.058

1.3

0

3.6

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

o

0

0

.50

0

0

0

0

0

0

0

0

0

0

C

C

0

0

0

0

0

0

0

_____

0.50 

.017

.50

0

1.0

CAL YR 1362: TOTAL 6,445.00 MEAN 17.7 MAX 424 MIN 0 AC-FT 12,780
RED RIVER BASIN

7-3165. Washlta River near Cheyenne, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

8

S

0

L

ro AL

ME N

MA

MIN

AC-FT

0

0

o

a

0

0

0

0

0

0

0

0

0

0

0

a

c

0

0

0

0

0

0

0

0

0

J

0

0

0

0

0

0

a

0

0

0

0

0

0

a

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

______

0

0

c

0

0

0

0

c

c

0

0

c

0

c

0

0

0

0

c

"

0

c

0

0

0

0

c

0

0

0

0

0

c

0

c

0

c

0

0

0

0

0

D

c

c

c

0

0

0

0

0

0

c

0

c

0

0

c

c

c

0

0

0

0

0

c

c

c

0

0

0

1.6

.052

1.6

0

3.2

.40

0

2.5

3.3

38

28

10

8.0

7.0

6.0

6.1

6.1

5.8

5.0

6.3

5.8

5.8

5.C

4.4

4.4

3.8

4.7

4.1

3.5

3.8

3.5

4.1

4.1

4.4

 

_____

6.93

38

a

39B

.1

.1

.1

.3

.0

.0

.8

.3

.8

.1

.5

.0

.0

.8

.6

.3

.8

.3

.5

.7

.1

.0

.1

.1

.5

.5

.1

.5

.5

.5

.1

3 67

.5

.8

26

4.4

3.B

3.

4.

5.

4.

3,

2.

2.

2.

2.

2.

2.

2.

2.

2.6

64

27

20

13

6.5

6.1

5.0

9.5

9.3

6.9

5.0

3.8

3.0

3.0

_____

7.70

64

2.1

458

3.8

3.B

2.6

1.8

2.B

41

10

6.5

4.7

7.7

10

6.1

4.1

2.6

l.l

.60

.20

0

0

0

0

0

0

0

0

0

2.4

.20

12

33

20

5.71

41

0

351

JUNE

7.3

3.5

3.5

2.8

2.4

1.4

.60

.10

0

0

.70

0

0

73

64

59

50

32

20

12

7.8

5.4

8.7

3.3

2.0

t.O

.40

a

0

0

- 

12.0

73

0

716

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

AUG.

0

a

0

0

0

0

0

0

0

a

a

0

0

.20

.10

a

0

0

0

a

0

0

0

0

0

0

0

0

0

a

0

0.30

.010

.20

0

.6

SEPT.

0

0

0

0

0

0

0

0

0

0

a

0

a

0

0

a

0

a

0

0

0

0

0

0

0

0

0'o

0

0

 

0

0

0

0

0

HAT YR 196*: TOTAL 1,085.50 MEAN 2.97 MAX 73 MIN 0 AC-FT 2.150

DISCHARGE, IN CUBIC FEET PER SECOND. HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

TO AL 

ME N 

MA 

MIN

AC-FT

0

0

0

0

0

0

0

0

0

0

a

0

0

0

c

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

.70

.10

.3

3

4

1

.

f

.

. i

.

m

.

.

.

.

137.50

46 

0

273

.0

.6

.1

.5

.0

.5

.5

.1

.4

.8

.3

.9

.0

.7

.9

.4

.0

.5

.0

.0

.0

.9

.8

.4

.7

.1

.8

.It

.1

.5

.1

9.3

4.

4.

4.

4.

4.

4.

4.

4.

2.

3.

A>

5.

6.

5.

5.

4.

5.

6.

5.

5.

5 .

5.

5.

4.

5.

3.

3.

3.

3.

4.

3.

6.

3.3

2.8

4.7

5.8

5.8

5.4

5.0

4.7

7.3

7.3

7.8

7.3

8.8

8.3

8.8

9.3

8.8

8.8

9.3

9.3

8.3

7.8

6.5

6.9

9.3

10

9.3

9.9

__ 

 

 -

10

9.3

8.0

7.0

8.0

8.0

10

8.8

9.3-

8.8

8.3

12

26

24

18

16

17

26

16

15

12

15

16

14

13

14

15

15

14

12

12

13

26

15

5

5

5

6

8

5

1

2

4

B

4

2

C

6

9

5

3

12

9.9

8.8

7.8

6.5

7.B

8.3

B.8

9.3

8.3

6.9

5.4

______

51

4.1

3.8

3.8

5.4

5.4

4.1

3.5

29

36

24

19

10

17

65

44

26

21

16

14

16

12

8.3

7.B

7.B

7.3

89

21

7.3

5.4

3.5

2.4

89

2.1

3.9

52

921

578

344

272

109

96

101

91

78

74

62

67

60

46

33

26

21

18

12

13

B.B

108

370

244

102

64

45

 

134 

921

32

26

22

1

1

1

.9

.3

.9

.4

.8

.6

.8

.6

.6

1.1

.80

.40

.20

.10

.10

.10

0

0

0

0

a

.10

0

0

0

5.54 

32 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

a

0

0

0

0

0

.90

a

0

0

0

a

0

a

.029 

.90 

0

0

0

0

0

.30

24

.30

0

0

0

0

0

0

a

0

0

a

.40

2.0

104

168

31

20

12

7.B

5 4

3 8

3 0,

2 6

2 6

12.9 

168 

0

CAL YR 1964: TOTAL 1,352.00 MEAN 3.69 MAX 73 MIN 0 AC-FT 2,680

HAT YR 1965: TOTAL 6,606.40 MEAN 1B.1 MAX 921 MIN 0 »C-FT 13,100
RED RIVER BASIN

7-3175. Sandstone Creek subwatershed No. 16A near Cheyenne, Okla.

Location.--Lat 35°28'10", long 99°40'10", in SW£SEv sec.31, T.12 N., R.23 ¥., near center of

upstream side of dam on Sandstone Creek, 5.2 miles east of Grimes and 10 miles south of Cheyenne.

Drainage area.--8.78 sq mi, of which 3.62 sq mi is probably noncontributing.

Records available. January 1952 to September 1965. Prior to October 1960 monthly discharge and contents only, published in WSP 1731.

Gage. Water-stage recorder and recording rain gage. Datum of gage is 2,069.14 ft above mean sea 

level, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge. 13 years, 0.44 cfs (319 acre-ft per year).

Extremes. Maximum outflow and inflow (average for 5-minute interval), in cubic feet per second, 

for the water years 1961-65 are contained in the following table:

Water

year

1962

1963

1964

1965

Aug. 1,

Oct. 20,

June 15,

Sept. 20,

Maximum outflow

Date

1962

1962

1964

1965

Discharge

60 

47

4.8

61

57

June 4, 

July 31,

-

June 15,

Sept. 20,

Maximum Inflow

Date

1961 

1962

1964

1965

Discharge

843 

469

-

2,250

390

1952-65: Maximum outflow, 70 cfs May 26, 1959 (gage height, 81.41 ft); no outflow at times. 

Maximum inflow, 2,710 cfs (average for 5-minute interval) May 26, 1959.

Remarks.--: 

disc 

time 

surfac 

Outlet 

concre 

Crest

height _____ -_. ___, 

structure, 270 acre-f

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1z

3

4

5

6

7

8

9

10

11

2

3

4

5

6

7

8

9

0

1

2

J

4

5

6

7

6

9

0

1

ME N

MA

Ml

<t

<*

<t >

OCT.

0

a

0

y

0

0

0

0

0

c

e.7

27

4.8

1.6

1.2

1.0

1.6

7.7

2.2

1.9

1.3

1.0

.7C

 6'u

10

5.3

1.8

1.0

.50

.5C

.20

2.61

27

y

231

24

7.85

.50

.90

.70

.70

.70

.70

.90

.90

.70

.70

.9C

1.0

1.0

1.0

1.1:

1.0

.90

.90

l._

1.0

1.0

.5.

.50

.90

l.u

1.2

1.2

.90

.70

.90

.td

1.2

.50

233

24

0

.90

. yo

.2

.3

.2

.0

.90

.90

.2

.9

.a

.6

.5

.6

.5

.5

. 5

.5

.5

.2

.0

.2

.2

.2

.2

.2

.2

.2

.2

.0

.3

1.29

2.2

.90

234

24

1.49

1.2

1.0

1.0

1.2

1.2

1.3

1.2

1.2

1.2

1.3

1.2

1.3

1.3

L.2

1.2

1.2

1.2

1.0

.70

.70

.90

1.0

1.0

.70

.70

.90

1.0

1.2

1.2

1.3

1.5

1.10

1.5

.70

234

24

.10

.3

.2

.2

.5

.5

.5

.5

.5

.6

.6

.8

.5

.3

.3

.3

.3

.3

.2

.2

.3

.6

.6

.5

.2

.C

.90

.70

.90

 

 

1.33

1.8

.70

233

24

.77

MAR.

.50

.SO

.90

1.0

1.2

.90

.60

.30

.30

.50

.70

.90

,50

.60

.76

.0

.0

.3

 6

.4

.1

.6

.5

.3

 t

.5

.3

.2

,2

.6

.8

1.32

3.3

.30

235

24

2.49

2. a

1.5

1.5

1.0

.90

1.0

1.2

1.6

1.2

1.2

1.0

.70

.70

.90

.50

.60

.70

.70

.70

.60

.6C

.oO

. 0

. 0

. 0

. 0

. c

. 0

. 0

1.

.91

2.8

.20

237

24

1.54

2.8

1.8

1.5

2.6

2.6

2.3

2.3

2.1

1.9

I.I

0

0

0

0

0

0

0

0

0

0

0

0

c

y

0

0

0

0

0

0

c

.68

2.8

0

224

23

2.19

0

C

.10

33

7.0

2.8

34

4 9

2 3

2 3

2 3

2 1

1 9

1 q

1 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

3.19

34

0

209

22

6.57

0

o

c

0

c

c

0

c

0

0

0

0

0

&

o

0

0

c

0

(1

0

0

0

0

c

0

0

0

0

0

0

0

^

0

208

22

1.22

AUG.

0

0

0

0

0

0

0

o

0

0

0

c

0

0

0

0

0

G

0

0

0

c

0

0

0

0

0

o

0

0

0

0 

0

0

0

194

21

.64

C

C

0

0

0

c

c

L

u

0

C

c

0

c

r

c

0

0

c

0

0

0

0

0

0

0

0

0

0

a

0 

0

c

0

189

21

1.66

WA YR 1961: TOTAL 404.20 MEAN 1.11 MAX 34 M1N 0 AC-FT 602

1 Contents, In acre-feet, at end of month.

; Surface area, In acres, at end of month.

t Precipitation, in inches, during month at reservoir. Total for calendar year I960, 30.98 inches: total for 

wa er year i960- 61, 26.52 inches .
RED RIVER BASIN

-3175. Sandstone Creek subwatershed No. 16A near Cheyenne, Okla.---Continu

DISCHARGE, IN CUbIC FEET PER SECOND. HATEN YEAR QCTaufcR l<361 TO SEPTEMBER l<9t,2

CAY

1 

2 

3 

4 

5

7

8

LO

11 

12

14 

15

16

17

13

20

2L

22 

23 

24 

25

27 

28 

-9 

30 

31

TOTAL 

MEAN 

MAX 

MIN

U) 

<tt>

OCT.

0

C 

I

0 

0

0

0 

0

0

&

0

0

0

0 

0

0 

0

0 

192 

21

1.23

NUV.

0

C 

0 

0

0 

0

0

0 

0 

0 

0

0 

0 

0

0

0 

0 

0

0

0 

0 

0 

0 

218 

23 

2.24

DEC.

0 

0 

0 

0

(1

0 

0

I

.10

.10

.10

.1C.It' 

.2r

.50

.50

.30 

.20

,20 

.20 

.10 

.10

.10

.21

.20 

.10 

.10 

.20

4.40

0 

223

23 

.50

JAh.

.20 

.20 

.20 

.30 

.70

.40 

.30 

.20 

.10 

.10

.10 

.20

,2f, 

.20

.2-3 

.20 

.30 

.20 

.10

.10 

.10

.10

.10

.10 

.10 

.2C 

.30

.70 

I, 

224

23 

.73

FEB.

.30 

.3u 

.20 

.20 

.10

.10

.10

.20

.20 

.20 

.20 

.1C 

.10

.10 

.10

.1.)

.10

.lu 

.10 

 lu

.10 

.10

a

.30 

U 

223 

23 

0

MAR.

.10

.u

.1.

.20 

.20 

.Jt.

0

0 

0

.10

.1-

.I"1 

.! - 

.20

0

0

0 

0

-

0 

222

23 

.06

APR.

0 

0

e

G 

.21

.40 

.4C 

.20 

.10 

.10

.20 

.10 

.1C 

.10 

.10

c

0

0 

0

0 

0

c

4.4 

11

.7C 

.20

11

222 

23 

2.38

MAY

0

0 

0 

0

0

3 

0

a

0 

0

0

u 

0 

0

Q 

0 

0 

ll

.40

.71.

.10

1.2

1.6

.3C 

.10

0

J

1.0

221 

23 

2.37

JUNE

.60 

1.0 

.40 

.40 

1.8

1.8

.10 

.31 

4.8

1.5 

.30 

.1C

.20

.1C

0 

1.8 

1.2 

.50

.10

0 

J

0

1.3

.4r

.10

a

10

219 

23 

7.56

JULY

0

0

c

0 

0

c 

c

c 

n

0

2.t

251 

25 

5.03

AUG.

18

1." 

.4"

0

0 

0 

0

0 

0

0

c

0 

0

0 

3

0 

0

3

D 

0

18

199 

22 

.15

SEPT.

C

0

0

& 

c 

c 

c

c

c

0

I

.40 

.2C 

IB

.PG

.5 

f

C

24. PC

IS

206 

22 

5.57

t Contents, in acre-feet, at end of month. * Surface area, in acres, at end of month. 

DISCHARGE, IN CUBIC FcET PEK SECOND, HATES', YfcAR OCTOBER 196? TO SEPTEMBER I9t3

1

2 

3 

4 

5

7

a

9 

10

11

12 

13 

14 

15

16 

17

la

19

20

22 

23

24

25

26 

27 

28 

29 

30 

31

MEAN 

MAX 

MIN

<tt>

0 

0

0 

0

0 

0 

0 

0

0 

0 

0 

0

0 

0 

0 

.20 

2.8

.40 

.20 

.10

0

0 

.10 

.10 

0 

0 

0

.15 

2.8

0

23 

2.21

0 

0 

.10 

.10

.10

.20

.10 

.20 

.20

.20 

.10 

.10 

.10 

.10

.10 

.20 

.40 

.4C

.30

.£0

.20

.20

.70 

.SO 

.60 

.40 

.40

.24

.90 

0

23 

1.04

.4C 

1.2 

1.2

.70 

.30

.20

.20 

.20 

.20

.10 

.10 

.10 

.20 

.20

.20 

.20 

.2C

.3C

.30

.30 

.20 

.30

.40

.30 

.30 

.40 

.40 

.40 

.30

.33 

1.2 

.10

1.08

.30 

.30

.30 

.40 

.40

.30

.30 

.30 

.30

.10 

0 

0

0 

0

.20

.40 

.40 

.30 

.20

.40 

.30 

.20 

.20

.20 

.20 

.20 

.20 

.20 

.20

.24 

.40 

0

23

.06

.30 

.50 

.40 

.40 

.40

.40

.30 

.40 

.50

.40 

.30 

.20 

.20 

.20

.40 

 4u 

.50 

.40 

.30

.20 

.20 

.20 

.20

.20 

.20 

.20

.31 

.50

.20

23 

.64

.20

.10 

.10

.20

.HO

.30 

.20

.20 

.20

.20

.10 

0

u

.10

.10 

0

0 

0 

0 

0 

.10 

.20

.14 

.40

23

.46

.60 

.30 

.20

.10 

.10

.40

.20 

.10 

.10

0

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

2.40 

.080 

.60 

0

.50

C 

0

0

D

0 

0

0 

0 

0

0

c

0

0 

0

0

0 

0 

0

0 

0 

0 

0 

0 

0

0 

0 

0 

0

1.75

JUMF

0 

0

1.1

.40

0 

0 

0 

1.0

0 

0 

0

3 

0

0

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0

c

3.60 

.12 

1.9

0

2.46

JULY

C

0

0 

0

0

0 

r,

0

0 

0

0 

0

c

0

1.54

0

1

D 

0 

0 

0

J

i)

0 

0

0

 j

0

0

0 

0 

0 

0 

0

0 

0

1.46

0

n 

r

0

c

0 

0

c 

c

0

c 

r 

p

0 

0

0 

0

.88

CAL YR 1962: TOTAL 137.00 MEAN .38 MAX 18 MIN 0 AC-FT 271 

WAT YR 1963: TOTAL 48.90 MEAN .13 MAX 2.8 MIN 0 AC-FT 95

t Contents, in acre-feet, at end of 

ear, 14.08 inches.

at end of month.
RED RIVER BASIN

7-3175. Sandstone Creek subwatershed No. 16A near Cheyenne, Okla. Continued

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

IB

19

20

21

22

23

24

25

26

27

28

29

30

31 

TOTAL

MEAN

MAX

MINI

<t>

(*)

(tt>

OCT.

0

0

c

0

a

0

0

0

a

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

159

19

.76

NOV.

u

0

0

o

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

c

0

0

 

0

0

0

0

161

19

1.03

OEC.

0

0

0

0

o

c

0

c

0

0

c

c

0

0

0

0

u

0

0

c

G

0

0

0

0

0

0

0

0

c

0

0

0

0

0

169

20

.27

JAN.

C

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

179

21

.35

FEB.

C

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

c

0

0

0

0

 

 -

0

0

0

0

211

22

1.45

MAR.

u

0

0

0

o

0

(j

0

0

0

0

0

0

0

0

0

0

0

0

3

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

219

23

.53

ApP.

C

C

0

0

c

0

0

0

c

0

0

0

0

0

c

0

1.3

.60

.30

.20

0

0

0

0

c

0

0

0

0

0

2.40

.080

1.3

C

217

23

2.05

MAY

0

0

0

0

1.2

13

2.1

.40

.10

10

4.3

.90

.20

.10

0

0

0

0

0

0

0

0

0

0

c

0

0

0

2.2

2.4

.90

42.80

1.33

18

0

220

23

5. BO

JUNE

.30

.20

.10

.40

.20

.10

0

0

0

0

1.0

.30

4.4

19

9.6

40

3.5

.70

.20

0

0

0

0

0

0

0

0

0

0

0

79.00

2.63

40

0

202

22

4.03

JULY

0

0

0

n

0

0

0

0

0

0

0

0

0

0

0

0

a

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

182

21

.14

AUG.

0

0

0

c

0

c

0

A

<>

-

0

0

c

c

3

0

0

0

0

0

0

0

0

a

0

T

0

0

a

0

0

0

0

0

3

16B

20

1.33

SEPT.

0

0

c

c

c

n

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

c

0

0

0

0

0

159

19

2.31

t Contents, In acre-feet, at end of month, 

tt Precipitation, in Inches, during month

year 20.05 Inches,

. ____ ___, _ ______ at end of month.

it reservoir. Total for calendar year 11.81 Inches; total for water

,

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

B

9

10

11

12

13

14 

15

16

17

IE

19

20

21

22

23

24

25

26

27

28

29

30

31

MEAN

MAX

MIN

(t>

(*)

(tt>

0

0

0

0

0 

0

0

0

0

0

0

0

0

0 

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

162

19

1.50

0

0

0

0

0 

0

0

0

0

0

0

0

0

0 

0

0

0

.50

1.0

.60

.30

.20

.20

.20

.20

.20

.20

.20

.10

.10

______

.13

1.0

0

203

22

5. S3

.10

.20

.30

.20

.20

.20

.20

.30

1.5

.90

.50

.30

.20

.20

.10

0

.10

.20

.20

.30

.30

.30

.20

.20

.10

.20

.20

.10

.10

.27

1.5

C

202

22

.92

.20

.20

.10

.10

.10

.20

.20

.20

.20

.20

.20

.20

.20

.10

.10

.10

.20

.20

.20

.20

.10

0

.10

0

0

.10

.10

.10

.10

.14

.20

0

202

22

.23

.10

.10

.10

.20

.20

.20

.20

.40

.40

.40

.30

.20

.20

.10

.20

.20

.20

.20

.10

.10

0

0

0

.10

.10

.30

 

 

 

.IB

.40

0

204

22

.50

.20

.10

.10

.20

.10

.10

.10

.10

.10

.40

1.2

.70

.30

.50

.40

.20

.10

.10

- .20

.20

.20

.10

.10

.20

.20

.20

.20

.20

.20

.25

1.2

.10

204

22

1.03

.20

.20

.20

.20

.20

.20

.30

.20

.20

0

0

C

1.2

.30

.20

. LO

0

0

0

0

0

0

0

0

C

0

0

0

 

.23

2.7

0

203

22

1.60

0

0

0

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.010

.10

0

199

22

1.03

0

0

.70

9.6

19 

2.4

.50

.20

0

0

0

.90

3.6

3.5

1.7

.40

D

0

0

0

0

0

.70

11

3.8

.70

.10

0

0

 

1.98

19

0

198

22

B.18

0

3

0

0 

0

o

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0 

0

0

0

185

21

.43

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

1B1

21

1.16

0

0

0

0 

0

c

0

0

c

0

0

0

c

0

0

0

0

c

0

16

20

2.2

.50

.20

.10

.10

0

0

0

C

 

39.10 

1.30

20

0

196

22

6.71

t Contents, In acre-feet, 

ear 29.12 Inches.'

it end of month. * Surface area, in acres, at end of month.
RED RIVER BASIN

7-3180. Sandstone Creek subwatershed No. 16 near Cheyenne, Okla.

Location. Lat 35°28'50", long 99°36'40", In SE^SE^ sec.27, T.12 N., R.23 W., near center of upstream 

side of dam on Sandstone Creek, 2.2 miles northeast of Berlin and 9 miles southeast of Cheysnne.

Drainage area. 11.47 sq mi, excludes that of subwatershed No. 16A (8.78 sq mi).

Records available.--October 1952 to September 1965. Prior to October 1960 monthly discharge and contents only, published in WSP 1731.

Gage.--Water-stage recorder and recording rain gage. Datum of gage is 1,925.96 ft above mean sea 

level, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge. 13 years, 1.02 cfs (738 acre-ft per year).

Extremes. Maximum outflow and inflow (average for 5-minute interval), in cubic feet per second, for 

the water years 1961-65 are contained in the following table:

year

1961

1962

1963

1964

1965

June 7,

Sept. 20,

Feb. 27

June 16,

June 24,

Maximum outflow

Date

1961

1962

to Mar. 1, 1963

1964

1965

Discharge

138

46

4.5

28

39

June 4

Apr. 26

June 23

June 15

June 24

Maximum inflow

Date

1961

1962

1963

1964

1965

Discharge

3 860

2 600

1 680

1 470

1 530

1952-65: Maximum outflow, 168 cfs May 23, 1954 (gage height, 75.08 ft); no outflow for most of 

time. Maximum inflow known, 18,900 cfs (average for 5-minute interval) May 23, 1954.

Remarks.--Records good. Records of discharge are outflow from reservoir, determined from stage- 

 discharge relation for outlet structure and rated gate-valve openings. Peak inflow rates are 

determined for short intervals of time on basis of outflow and change in reservoir contents, 

adjusted for rainfall on reservoir surface during time of peak inflow. Reservoir is formed by 

earth dam; storage began in August 1952. Outlet structure is a drop inlet with an encasement of 

trashracks and retaining wall with a 34-inch concrete pipe. There is a 12-inch diameter iron 

drain pipe with gate valve at outlet structure. Crest of drop inlet is at gage height 65.62 ft. 

Crest of emergency spillway is at gage height 81.7 ft. Original capacity at crest of emergency 

spillway, 4,450 acre-ft and at outlet structure, 1,460 acre-ft.

UISCHACGt, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

3

\

5

6

7

8

9

10

11

L2

13

14

15

It,

17

in

1-3

20

21

2<L

23

24

25

ib

27

<L«

29

30

31

MAX

MItl 

<t>

<*' 

<tt>

t

0

0

c

r0

')

i

^

0

1.9

63

31

16

7.1

5.1

6.4

15

1C

7.7

4.5

3.0

2.2

l. a

26

34

lo

9.v.

5.5

3.=.

2.2

63

1,049

7.85

1.6

i.a

 ?'J

.80

.55

.40

.40

.40

.50

.23

.20

.iO

.33

.50

.50

.40

.40

.4J

.40

.30

.30

.30

.30

.2C

.20

.20

.20

.20

.10

.1J

 

l.fc

.10

0

.1C

.1C

.10

.10

.20

.2C

.1C

.2C

.2C

.30

.8

.8

,4

.4

.4

. 2

 u

.0

.90

.8C

.6U

.60

.60

.60

.6C

.6C

.6C

.60

.60

.80

1.8

.10

1.31

1.0

 oG

.8]

.BC

.bG

.60

.50

.50

.50

.40

.40

.40

.40

.40

.30

.30

.30

.20

.20

.10

.10

.1C

.10

.10

.10

.10

.13

.10

.20

.20

.30

1.0

.10

.09

.50

.5U

.50

.80

1.0

.0

.0

.0

.0

.4

-4

.6

.4

1.0

1.0

.50

.80

.60

.50

.50

.60

.80

.80

.50

.50

.30

.20

.20

 ~_

 

_____

l!°

.20

.81

2C

20

20

20

20

10

10

IS

10

10

0

0

. 0

.

. 1

I

.

.

.

 W

.8

.6

3.6

1 060

2.37

4.5

4.2

3.6

3.0

2.2

2.C

2.0

2.2

2.2

1.8

1.6

1.4

1.0

1.0

.60

.60

.80

.80

.BC

.60

.50

.50

.50

.30

.20

.10

.10

.1C

.10

1.6

 

4.5

.LO

1.60

5.1

3.9

2.7

S.I

5.8

5.1

3.9

2.7

2.2

2.0

1.4

.60

.30

.10

0

1.6

11

6.4

4.2

2.7

2.2

1.2

.50

.30

.30

.20

.10

.10

0

0

0

11

0

2.32

0

.10

1.6

85

110

48

120

123

t>l

32

19

13

11

9.0

7.1

5.5

3.9

3.3

2.5

2.0

1.6

1.2

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.80

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.80

.60

.40

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123

0

6.90

.10

.10

.1C

0

0

0

0

0

0

0

0

c

c

.1C

.1C

.1C

c

c

0

0

c

0

0

0

0

0

c

0

0

0

c

.10

0

1.25

0

0

0

0

0

0

0

0

0

0

0

0

£

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0 

0

3

92.0 

.57

SEPT

0

0

0

c

c

c

0

.30

.70

.70

.70

.40

C

0

c

c

c

c

I?

0

0

c

0

0

c

0

c

0

c

c

 

2.80

.093 

.TO

C

83.8

U37

AC-FT 2,280

32.71 inches; total for
RED RIVER BASIN

7-3180. Sandstone Creek subwatershed No. 16 near Cheyenne, Okla.--Continued

DISUHflKGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1562

1

2

3

4

5

6

?

8

<i

10

1

2

3

^

5

£

7

a

s

v

1

2

3

4

5

6

7

9

0

1

TO AL

ME M

MA

MI

(t

(*

<t )

0

L

0

3

C

^

a

^

 '

c

0

y

<j

c

0

L.

0

y

^

C

0

c

c

c

c

0

0

0

0

y

0

o

0

77.2 

.73

0

0

Q

0

I0

0

0

3

£

0

u

c

0

0

0

c

0

0

0

0

0

0

c

u

0

c

0

0

0

t

0

c

78.7 

2.46

0

0

0

0

0

0

0

G

C

0

0

o

0

c

o

0

0

Q

0

0

0&

c

0

0

0

c

0

c

c

0

c

0

0

0

79.5 

.37

0

0

0

U

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

82.0 

.64

£AN 2.31

0

0

0

0

0

0

0

0

0

0

0

a

0

0

0

0

0

0

0

0

0

u

0

0

c

0

0

_____

0

0

c

0

80.3 

0

MAX 12

0

0

0

0

0

0

0

0

3

0

0

0

0

c

0

0

0

0

Q

0

0

0

0

0

0

0

0

0

0

0

D

0

0

0 

702

77.9 

.06

3 MI

C

0

0

0

0

0

c

0

0

0

0

0

0

0

C'

0

0

0

c

0

0

0

0

0

0

.10

6.1

2.0

.50

12.00

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6.1

0

1,010

118 

3.76

N 0

2.1

3.3

1.0

.60

.20

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

6.6

14

6 4

8 4

7 1

3 0

59 00

1 90

14

0 

"380

2.50

AC -FT 1,

2.2

7.1

4.5

3.9

6.1

7.7

4.8

3.3

1.8

8.7

10

6.4

3.9

1.8

2.0

1.0

.40

2.0

3.6

2.0

1.2

.50

.20

.10

2.0

3.0

1.6

.90 

.40

.20

93.50

3.12

10

.10

954

5.96

670

.10

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0.10

.003

.10

0 

1,030

4.99

32

IB

8.4

3.9

1.6

.50

.20

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0 

0

64.70

2.09

32

0 

B44

.07

0

0

0

0

C

0

0

c

c

c

0

0

c

c

0

0

0

0

0

39

22

11

7.4

4.5

2.7

1.4

.80 

.40

.10

.10

89.40

2.98

39

0 

940

5.46

t Contents, In acre-feet, at end of month. 

tt Precipitation, in inches, during month a 

or water year 1961-62, 27.00 inches.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

* Surface area, in acres, at end of month. 

rvoir. Total for calendar year 1961, 20.85 inches, total

DAY

1

2

3

4

5

0

7

tt

 }

10

11

12

13

14

15

16

17

16

19

20

21

22

23

24

25

26

27

2d

2,

30

31

TOTAL 

MEAN

MAX

MIN

«t>

<*>

(tt>

OCT.

0

u

c " 

jj

0

.10

0

0

G

0

a

0

0

c

0

0

0

0

0

.23

.40

.30

.H^O

.1C

.10

o

0

c

0

0

1.40 

.045

.40

0

928

106

1.58

NOV.

0

0

0

0

0

L, c

0

0

c

0

c

0

0

u

c

c

0

c

u

c

0

0

c

0

0

u

0

0

u

______

c

^

0

923

107

.92

DEC.

C

.30

.30

.60

.50

.4C

.3&

.20

.20

.10

.10

.10

.10

.10

.10

.10

.1C

.10

.10

.10

.1C

.10

.10

.10

.10

.10

. 10

. 1C

.u

 10

.in

5.5C

.16

.BO

0

939

107

.79

0 )

JAN.

.10

.30

.70

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

.60

,60

.60

.60

.60

17.90

.58

.70

.10

896

101

.04

FEB.

.60

.20

0

0

0

0

c

0

0

0

0

0

0

0

a

0

0

c

0

0

0

0

0

0

0

0

J.O

4.5

 

 

_____

e.30

.30

4.5

0

900

101

.43

MAR.

3.0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1.9

4.0

4.0

4.0

1.9

0

0

0

0

0

0

0

0

0

18. B 

.61

4.0

0

840

93.2

.46

APR.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0

0

0

 

0 

0

0

0

794

87.5

.35

MAY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

D

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

722

80.3

1.44

JUNE

0

D

0

0

0

0

0

0

0

0

0

D

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

 

0 

0

0

0

826

92.0

4.37

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

723

80.3

1.51

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

D

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

651

73.0

1.B7

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

D

0

0

0

0

0

0

0

0

_____

0 

0

0

0

592

67.8

.90

MEAN .14 MAX 4.5 MIN C A.C-PT 103

t Contents, in acre-feet, at end of nth.

tt Precipitation, tn inches, during 

;ar, 14.66 inches. 

Note. Release through gate valve Jan. 2 to Feb. 2, Feb. 27 to Mar. 1, Mar. 18-22.

* Surface area., in acres, at end of month. 

:ervoir. Total for calendar year, 26.73 inches; total fo
RED RIVER BASIN

7-3180. Sandstone Creek subwatershed No. 16 near Cheyenne, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER L964

I

2

3

4

5

6

7

8

9

10

11

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

5

0

1

TO AL

ME N

MA

MI 

<t

<t )

0

a

0

0

a

0

0

0

0

0

0

0

0

0

0

y

0

0

0

c

0

o

0

y

u

c

0

0

0

G

0

0

{,

H

539

63.2 

.53

0

0

C

0

0

0

0

c

0

0

c

0

0

0

c

I:

0

0

G

0

0

0

0

C

0

0

u

£

y

C

C

u

0

516

1.13

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

G

0

c

<-

0

0

c

0

&

c

c

0

0

c.

0

0

c

0

c

487

58.8 

.20

t

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

c

0 

459

.40

«EAK .12 

tEAN .16

0

0

0

0

0

0

0

0

0

0

u

Q

0

0

0

a

0

0

0

0

a

u

G

0

0

0

u

0

0

______

0

o

0

o

460

57.2 

2.56

MAX 

MAX 2

0

0

C

3

0

0

0

o

y

0

0

0

0

0

c

0

a

0

J

u

0

0

t

u

0

0

a

0

Q

3

3

C

0

J

J 

426

54.8 

.26

(.5 M 

»

f,

Q

0

0

c

0

0

0

0

0

0

0

0

0

c

0

0

c

0

0

0

0

c

0

c

c

c

u

c

c

c

c

c

0

390

52.6 

.37

N C 

N C

0

0

C

c

0

0

0

c

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

666

74.4

6. 19

AC -FT 

AC -FT

0

0

0

,J

c

3

0

0

0

0

0

f;

3

a

.1C

23

la

9.0

4.4

1.6

.60

. LO

0

1

0

0

0

c

o

0

56.80

1.89

23

0 

879

98.0 

5.67

89 

L13

C

rj

^

r

C

C

t

0

c

c

(,

c

L

c

0

0

r

0

n

,_,

b

n

c

0

n

r

c

c

^* 

0

^

c

c

735

0

r

c

0

0

0

0

n

C

(i

o

r

^

r,

?

C

2

C

c

0

r

2

c

c

0

c

"

0

0

n

' 

653

73.7 

1.82

SEPT

C

C

0

c

0

c

n

o

f

c

f

r

r

r

r

0

C

n

r

c

3

C

0

I?

;

;,

n

L.

0

0

0

0

592

67 . 8 

1.66

t Contents, in acre-feet, at end of month, 

't Precipitation, in inches, during month e 

eai, 20.79 inches.

DISCHARGE, IN CUBIC FEtT PER SECOND, kATtP YEAP CCTOBtf 1964 TO SEPTEMBER 1=1

1

l_

3

4

5

6

7

a

t

u

11

L2

11

11

15

16

17

18

1^

20

^1

ii

13

^4

2 =

is.

il

28

2i

30

31

TOTAL

MEttN

MAX

MIN

<t>

<*>

<tt>

CAL Y

HAT Y

!.

L

0

0

L

C

0

0

"

 ^

0

^

^

0

u

L,

0

u

u

^

c

^

^

w

u

o

 -1

L

C

,:

^

586

67.3

1.58

G

0

^

J

^

C

J

c

G

"

0

i}

c

u

3

u

J

u

^

0

j

i

0

 

,-,

J

638

72.1

5.09

t

C

0

c

Ij

L

C

c

0

G

L

0

L

b

G

C

C

i

C

0

0

0

G

f

< 

c

c

L

c

I,

c

c

c

J

0

646

73.0

.58

C

C

0

0

0

0

0

0

0

0

c

0

c

J

0

c

3

0

t:

0

c

0

ii

0

0

c

0

0

0

a

G

0

0

0

0

648

73.0

0

IfAN .16 

<tAN .2o

3

£

J

0

^

C

u

0

c

0

0

Q

0

^

0

0

J

0

0

0

0

0

J

J

0

0

3

j

 

 _

 

0

Q

C

Hj

650

73.0

.10

MAX 2 

MAX 3

u

^

&

^

J

U

0

u

u

'"

,.

^

3

0

y

o

0

J

3

L1

^

Q

,.

n

c

^

r.

i

->

^

Q

£

655

74.4

.44

»l 

M

C

C

c

c

0

c

c

0

0

c

e

0

0

c

0

c

0

0

r

--

0

0

c

0

0

c

n

0

0

0

 

c

c

0

c

697

77.2

.82

N C 

N u

G

C

C

u

0

0

c

c

< 

0

cn

0

c

c

0

c

0

0

n

0

I

c

0

0

0

0

0

c

c

^

c

c

£

643

72.3

. 45

AC -FT 

AC -FT

0

u

0

0

0

c

Q

o

0

0

c

0

a

c

0

3

j

a

0

c

0

0

c

6.3

'2

24

12

b.b

2.^

.*=!

 

E3.3'-'

2.7J3

32

r

000

101

7.03

113

187

.20

.in

n

c

0

L0

r

r

n

0

c

fi

c

fj

p

0

t

^

o

fl

G

c

t

0.3f

.fit

.2f

790

87.5

.53

^

 P

0

0

3

 j

0

c

IJ

o

^

r,

0

"

"

J

J

£

^'

;

r

C

0

0

0

0

720

79.5

1.22

£

C

C

0

c.

c

LJ

C

0

c

n

r

c

c

i

c

r

1

4.2

4.5

1.5

.30

.10

t

'

C

r

r

 

1C. 60

. 3S

f. S

C

863

96.8

5.25

Contents, in acre-feet, at end of month. * Surface area, in acres, at end of 

- 23.09 inches.
RED RIVER BASIN

7-3185. Sandstone Creek subwatershed No. 14 near Cheyenne, Okla.

Location. Lat 35°28'40", long 99°36'10", In SW-J-NEf sec. 35, T.12 N. , R. 23 W. , near center of upstream 

 side of dam on unnamed tributary to Sandstone Creek, 2.5 miles northeast of Berlin and 11 miles 

southeast of Cheyenne.

Drainage area. I. 02 sq ml.

Records available.--October 1952 to September 1965. Prior to October I960 monthly discharge and contents only, published in WSP 1731.

Gage.--Water-stage recorder and recording rain gage. Datum of gage is 1,896.32 ft above mean sea 

level, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge. 13 years, 0.01 cfs (7.2 acre-ft per year).

Extremes.--Maximum outflow and inflow (average for 5-minute interval), in cubic feet per second, for 

the" water years 1961-65 are contained in the following table;

Water

year

1961

1962

1963

1964

1965

Maximum outflow

Date

June 7 , 1961

-

-

_

-

Discharge

6.3

0

0

0

0

Maximum Inflow

Date

June 4, 1961

Sept. 20, 1962

-

June 24, 1965

Discharge

404

138

-

-

306

1952-65: Maximum outflow, 6.3 cfs June 7, 1961 (gage height, 90.35 ft); no flow for most of 

time. Maximum Inflow known, 1,160 cfs (average for 5-minute interval) Apr. 18, 1957.

Remarks.--Records good. Peak Inflow rates are determined for short Intervals of time on basis of 

outflow and change in reservoir contents, adjusted for rainfall on reservoir surface during time 

of peak inflow. Reservoir Is formed by earth dam; storage began in September 1951. Outlet structure is open end of a 12-Inch concrete pipe with encasement of trashracks and retaining wall with 

Invert at gage height 88.04 ft. There is a 6-inch diameter iron drain pipe with gate valve in 

face of dam. Crest of emergency earthen spillway is at gage height 98.0 ft. Original capacity at 

crest of emergency spillway, 311 acre-ft, and at outlet pipe, 117 acre-ft.

MONTH-END CONTENTS, SURFACE AREA,AND PRECIPITATION, WATER YEARS OCTOBER 1960 TO SEPTEMBER 1965

Date

Dec. 31.............

Calendar year 1960

Sept. 30.... .........

Water year 1961.. .

Dec. 31.......... ...

Calendar year 1961

Sept. 30... ..........

Water year 1962...

Nov . 30 .............

Dec. 31.............

Calendar year 1962

Water year 1963...

(acre-?eet)

63.1

58.3

-

45.9

90.5

74.5

41.4

-

20.4

-

48.7

-

28.8

-

13 2

-

Surface 

area 

(acres)

9.7

-

11.1

7.8

-

5.2

-

8.6

-

6.3

-

-

Precipita- 

( inches)

1.26

30.97

1.45

25.57

.39

21.40

5.43

28.27

.78

27.79

16.07

Date

Dec. 31.. ...........

Calendar year 1963

Sept . 30 .............

Water year 1964...

Dec . 31 .............

Calendar year 1964

Sept. 30.............

Water year 1965...

Contents 

(acre-feet)

1.9

1.4

-

1.3

1.4

,7

.3

5.3

5.0

2.2

1.8

1.0

-

4.0

3.1

-

1.6

1.4

21.6

-

Surface 

(acres)

.6

.5

.3

-

.3

.6

.5

.1

-

.7

.1

.9

-

.4

.3

.4

-

Precipita- 

( inches)

1.18

.33

14.88

.12

2.71

.11

1.63

18.85

4.34

.75

22.95

1.08

5.79

27.02
HED RIVER BASIN

7-3190. Sandstone Creek subwatershed No. 17 near Cheyenne, Okla.

Location. Lat 35°30'30", long 99°36'40", in NEiWEir sec.22, T.12 N., R.23 W., near center of upstream 

 side of dam on Currant Creek, 4 miles northeast of Berlin and 7.5 miles southeast of Cheyenne.

Drainage area. 10.13 sq mi.

Records available. October 1952 to September 1965. Prior to October I960 monthly discharge and 

contents only, published in WSP 1731.

Gage. Water-stage recorder and recording rain gage. Datum of gage is 1,888.17 ft above mean sea 

~]Tevel, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge. 13 years, 0.94 cfs (681 acre-ft per year).

Extremes. Maximum outflow and inflow (average for 5-minute interval) Ln cubic feet per second, for 

the water years 1961-65 are contained in the following table:

Water

year

1961 

1962 

1963

1965

Oct. 12 

Apr. 26 

June 23

June 5

Maximum outflow

Date

1960 

1962 

1963

1965

Discharge

76 

28 

34

43

Oct. 11 

Apr. 26 

June 23

Sept. 20

Maximum Inflow

Date

1960 

1962 

1963

1965

Discharge

748 

919 

620

944

1952-65: Maximum outflow, 104 cfs May 26, 1959 (gage height, 109.42 ft); no outflow at times. 

Maximum inflow known, 6,030 cfs (average for 5-minute interval) Apr. 29, 1954.

Remarks. Records good. Records of discharge are outflow from reservoir, determined from stagedischarge relation for outlet structure and rated gate-valve openings. Peak inflow rates are 

determined for short intervals of time on basis of outflow and change in reservoir contents, 

adjusted for rainfall on reservoir surface during time of peak inflow. Reservoir is formed by 

earth dam; storage began in September 1951. Outlet structure is a drop inlet with encasement 

of trashracks and retaining wall with 28-inch concrete pipe. There is a 12-inch diameter iron 

drain pipe with gate valve at outlet structure. Crest of drop inlet is at gage height 96.99 ft. 

Crest of emergency earthen spillway is at gage height 123.0 ft. Original capacity at crest of 

emergency spillway, 3,620 acre-ft, and at outlet structure, 477 acre-ft.

Corrections. In WSP 1731, the monthly mean discharge for April 1954 Is listed in error; it should 

be 4.33 cfs.

DISCHARGE. IN CUBIC FEET PER -SECOND. WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

1

2

3

4 

5

6

7

8

9

10

11

12

13

14

15

16

17 

18

19

20 

21

22

23

24

25

26

27

29

30

31

TOTAL

MEAN

MAX

MIN

<t>

<*)

<tt>

0 

0

0

0

D

0

0

0

0

0

12

47

10

3.8

2.5

2.1

11

6.4

2.7

2.3

2.1

1.8

12

10

4.9

2.5

2.1

1.3

145.6

4.70

47

0

317

46.6

5.60

1.3

1.2

1.2 

L.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

1.2

 

36.2

1.21

1.3

1.2

316

46.6

0

1.3 

1.3

1.4

1.4 

1.6

1.3

1.3

1.3

1.4

2.7

3.0

2.5

2.1

2.1

2.1

1.8

1.6

1.6

.<3C

1.3

1.4

1.6

1.6

1.6

1.6

1.6

1.6

1.8

51.30

1.65

3.0

.90

318

46.6

1.23

1.8

1.8

1.8 

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.6

1.6

1.3

1.1

1.1

1.3

1.3

1.1

.90

1.1

1.4

1.4

1.4

48.10

1.55

2.1

.90

318

46.6

.09

2.1

1.8

1.6

1.6

2.1

2.1

2.1

2.1

2.3

2.3

2.3

2.1

2.1

2.1

1.6

1.4

1.8

2.1

2.1

1.6

1.6

1.4

1.1

_____

 

 

51.0

1.82

2.3

1.1

316

46.6

.82

1.1

1.1

1.1

1.1

.90

.50

.10

.30

.50

.70

,7C

.70

.70

.70

4.1

3.2

2.7

2.3

1.8

1.8

1.6

1.6

1.6

L.3

1.4

3.4

46.30

1.49

4.1

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322

47.0

2.40

.5

.8

.3

.3

.4

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.6

.6

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.90

.80

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.80

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33.80

1.13

3.0

.10

321

46.6

1.06

1 6

1 6

3 2

1 6

1 3

70

40

30

0

0

0

0

0

20

2 I

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1 4 

I 3

70

40

10

30

.30

0

0 

0

0

0

29.80

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4.4

0

309

45.8

2.09

.10

2.5

9.0

3.6

31

11

4.4

2.7

1.8

1.3

.90

.70

.40

.50

.50

.80

.70

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0

0

0

0

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.50

.50

0

0

0

 

93.00

3.10

31

0

309

45.8

5.65

0

0

£

0

0

0

0

0

n

c

0

c

0

0

0

o

0

0

0

0

c

0

0

0

c 

0

0

0

0

0

0

0

287

43.8

1.24

0

0

0

0

0

0

0

0

0

0

0

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0

3

0

0

0

0 

0

0

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242

38.8

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0 

0

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0

0

0

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214

36.3

1.28

CAL YR I960: TOTAL 637.50 MEAN 1.74 MAX 61 HIN 0 AC-FT 1,260
RED RIVER BASIN

I

3

5

ft

7

a

u

ll

12

13

14

15

le

17

IB

19

2 ,

21

22

23

2*

25

26

27

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30

31

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281

43 . 4

2.40

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0

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1.1

£,

315

46.2

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0 >

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1.1

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1.3

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315

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238

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262

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c

c

c

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5.4 

2.3

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26.30

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15

0

313

46.2

2.93

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0

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0

0

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0

0

0

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4.C

3.8

.80

9.5C

.31

4.0

0

312

46.2

3.16

AC -FT

AC -FT

3.B

4.6

2.5

1.4

2.=

3.0

2.6

11

3.8

5.5

7.2

2.7

.90

.4<?

.8C

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0

4.7

3.4

1.3

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.10

C

0

0

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o

0 

0

0

63.90

2.13

11

0

305

45.4

6.79

515 

*36

1

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0

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n

0

C

C

C

c

0

c

0

0

c

p

ll

c

c

0

0

0

0

c

0

0

0

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0

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c

317

46.6

4.59

14

3.8

1.1

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0

o

0

0

0

0

0

0

0

0

0

0

0

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0

0

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2°.6C

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16

0

306

45.4

5.09

ntents, In acre-feet, at en end of mon t li.

1^.08 inches; total fo

1

^

3

4

5

0

7

0

^

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11

12

13

U

15

16

17

13

19

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21

22

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24

25

26

27

28

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31

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u

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307

45.4

1,78

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310

45.6

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HtAN .75 

 1EAN .47

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1.4

1.5

1.1

1.3

1.4

1.3

1.3

1.3

1.4

1.6

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1.3

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31.4C

1.6

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305

45.8

MAX 1

KAX 2

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.=10

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273

42.4

1.52

AC -FT 

AC FT

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c

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210

35.5

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SEPT.

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.80

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0

0

c

0

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c

0

0

c

c

e.4o

.28

.80

0

181

32.5

1.00

nd of month.

r, 14.95 Inche
RED RIVER BASIN

7-3190. Sandstone Creek subwatershed Ho. 17 near Cheyenne, Okla.--Continued

DISCHARGE. 1,4 CUBIC FbET PEP SECOND* WATER YEAR CCTOBEP 1563 TO SEPTEMBER 1 Q 64

DAY

1

2

5

4

5

6

7

5

1.

11

1±

13

14

15

16

17

18

15

2-

21

21

2i

24

25

2o

27

2B

29

3C

31

TCTAL

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MAX

MIN

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u

0

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157 

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NOV.

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153

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216

MAX 2 

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AC -FT 

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0

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7.1

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1.81

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C

290

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97

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201

SEPT.

0

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0

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0

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0

0

0

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0

0

0

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0

0

0

0

0

0

0 

0

0

0

c

c

177 

32.2 

2.34

es, at end of month.

21.67 inches.

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

^

5

6

7

8

<,

10

11

12

13

14

15

16

17

IB

19

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21

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24

25

26

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260

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21.30

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15.60

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1.3

0

302

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MAR.

.40

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.10

.10

.10

.10

0

.10

.10

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2.3

L.8

1.4

1.1

1.6

1.3

.50

.50

.50

.50

.50

.40

.30

.30

.40

.50

.50

.40

.40

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17.70

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2.3

G

302

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APR.

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.30

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1.1

.70

.50

.70

.50

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0

3.9

2.7

1.3

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0

0

0

0

0

0

0

0

0

0

0

 

15.90

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3.<>

0

299

.82

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0

0

0

0

0

0

0

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0

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0

0

0

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0

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0

0

0

0

0

0

0

0

0

0

0

0

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0.20

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c

285

.63

JUNE

0

0

0

11

26

9.3

2.7

1.3

.80

.30

.10

0

1.1

.90

.90

1.1

.70

.30

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0

0

0

0

3.2

19

8.1

3.0

1.3

.50

.10

 

91.80

3.06

26

0

299

7.03

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

254

1.67

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

215

.86

SEPT.

0

0

0

0

c

0

0

0

c

0

0

0

0

0

0

0

0

0

0

6.8

20

6.4

3.0

1.6

.90

.70

.30

.10

C

0

 

39.80

1.33

20

0

295

6.90

J MEAN .27 MAX 26 MIN C AC-FT 197 

50 KEAN .55 MAX 26 MIN 0 AC-FT 401

t Contents, In acre-feet, at end of nd of month.

year 26.29 inche
RED RIVER BASIN

7-3195. Sandstone Creek near Berlin, Okla.

Location. Lat 35°30'26" , long 99°33'27", on west line of NW^NWi;- sec. 20, T.12 H. , R.22 W. , on left

 bank 50 ft downstream from county road bridge and 5.5 miles northeast of Berlin.

Drainage area. --44. 9 sq ml, of which 4.0 sq ml Is probably noncontrlbutlng.

Records avallab le . Oc tober 1952 to September 1965. Prior to October 1960 monthly discharge only, 

published In WSP 1731.

Gage . Water-stage recorder and sharp-crested weir. Datum of gage Is 1,861.44 ft above mean sea

 level, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge. --13 years, 4.60 cfs (3,330 acre-ft per year).

Extremes . Annual maximum and minimum discharges for water years 1961-65 are contained In the 

following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Dabe

June 4, 1961 

Apr. 26, 1962 

June 23, 1963 

May 6, 1964 

June 24, 1965

Discharge 

(of a)

602 

1,070 

1,410 

648 

774

Qage height 

(feet)

6.73 

8.85 

10.4 

6.57 

7.27

Minimum

Date

Oct. 1-3, 1960 

Aug. 28, 1962 

Aug. 20-24, 1963 

Aug. 6-13, 1964 

Oct. 18, 1964

Discharge 

(cfs)

a 1.6 

1.4 

a .30 

0 

.30

Qage height 

(feet)

'-

a Minimum daily.

1952-65: Maximum discharge, 5,710 cfs Apr. 30, 1954 (gage height, 16.17 ft), from rating 

curve extended above 410 cfs on basis of slope-area measurement of peak flow at gage height 

13.8 ft and field estimate at 16.17 ft; no flow at times In many years.

Remarks. Records good except those for winter periods, which are fair. Flow from 38.7 sq mi regulated by 11 flood-retarding reservoirs (combined original capacity, 12,780 acre-ft). Some 

diversions for irrigation above station.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 19£C TL' SEPTEMBER l°tsl

I

2 

3

5

7

8

10

1 

2

3

4

5

6 

7

8

9 

0

1

3 

4

7 

8

5

TO Al_ 

ME N 

MA

AC -FT

WAT VK

1.6

1.8

1.8 

1.8

i.a

23 

128

41

2C 

13

12 

11 

23 

17 

12

3.3 

8.2

7.2

34

2l> 

1*. 

12

9.8

15.6

126

972

Ivol: TL

7.U

6.4 

6.4

5.7

5.3 

5.";

6.2

5. 9 

0.2 

5.7

5.5

5.9 

5.=

0.4

5^1 

5.1

6.11 

7.4

363

TAL 2, '^3

5.5

5.5 

5.5 

5.9

8.C

7.0

6.8

6.6 

6.2 

5.8 

6.8 

7.0

5.5

5.9 

6.2

5.9 

5.5

5.5

6.14 

8.0

377

.2 ^

5.5

5.5 

5.3

5.1

5.5

5.3

5.1 

5.1 

5.5 

5.5 

5.1

5.2

5.2

4.8

4.8

5.2 

5.6

5.39 

t.8

331

EAN 8.20

6.8

6.2 

6.8

7.2

6.2 

5.9

5.<3 

6.2 

5.9 

5.5 

5.5

6.6

6.2 

5.9

5.3 

4.9

6.2S 

7.2

349

MAX IS

4.9

5.3

5.1

4.3

4.J 

4.3

4.5 

8.9 

10 

9.5 

10

7.B

5.7

5.°

5.5 

5.5 

5.3 

6.2

5. 94 

11

365

6 MI

8.=) 

P.O

6.2 

6.6

6.8

5.3 

5.7

4.5 

4.7 

4.%

5.3 

5.3

5.3 

5.3

4.3 

4.3 

4.5 

It

6.24 

16

371

N 1.2 

N 1.6

12

=.1 

8.0

14

B.9 

8.0 

6.B

5.7

4.3 

3.2

14 

28 

15 

11 

9.3

8.7

4.7

4.5

3.6 

3.6 

3.4

3.0

2.8

3.12 

2B

499

AC -FT 

AC -FT

2.7

8.5

l(

1

1

1 

.5

.C 

.6

6.8

5.7 

5.9

5.0 

5.5 

4.5 

4.7

3C.2 

166

1,800

5,870 

5,940

4.7 

4.5 

4.3

4.?

3.S 

4.0 

3.S

3.S

3.5 

4.5

4.5 

4.° 

4.5

3.8 

3.8 

3.6 

3.6

3.2

3.R

3.0 

2.8

2.6 

2.6 

2.6

2.6

4.^

226

2.4 

2.fc 

2.4

2.6

2.6 

2.4 

2.7

3.6

3.4 

3.B

3.8 

2.~r 

2.7

2.6 

2.6 

2.6 

2.*>

3.0

2.7

2.4 

2.4

2.T 

2.' 

2.3

2.2

2. -,6

?.B

164

2.C 

2.C 

1.9

2.2

2.3 

?.3

1.2 

2.2

i.2 

?.2

2.r 

2.C 

I.'-

2.C 

2.C1.8

1.3 

1.8

^.8 

l.P 

l.R

r.oi

119
RED RIVER BASIN

7-3195. Sandstone Creek near Berlin, Okla.--Continued

DAY

1 

2

3

5

7

U 

11

13

15 

16

Id 

U

22 

23

24

25

27

2^ 

, 30

MEAN 

MAX 

MIN

AC-FT

UCT.

l.e

l.B 

l.n

1.5

1. -a

1.6

I.H 

l.B

l.B 

1.5

1.6

l.B

l.B

i. 3

2.J

1.9 

2.7

1.87 

2.7 

1.6

,.9

2.3 

2.2

2.3 

2.2

2.3

2.3 

J.2

3.2 

2.4

2.6 

2.4

2.4 

2.4

2.4

2.4

2.4 

2.4 

2.b

3.^ 

2.£

^

2.4

2.4

2.7

2.7 

2.3

i,L

2.G 

2.4

2,6 

2.7

2.6

2.4

i.t 

2.7

2.7

2.t

z.t2.5^ 

3.2 

2.C

j.O

b. 1

3.6

3.2

3.0

2.6 

2.6

2.R 

2. R

3.0

-.6

4.5

4.5 

4.0

3.33 

5.1

3.b

3.4

3.B

1

3.2 

2.7

2.7

2.6 

2.6

2.4 

2.6

2.3

2.2

5. u3 

11 

2.2

2.2

2.2 

2.2

2.^

2.2

2.'

2.M

2.2

2. j

2.:

2.G 

2. u

2.0

0 M

J.C

2.1- 

2.0

2.C

1.0 

1.9 

2.C

l.o

1.3 

1.5

1.8 

l.B

l.i 

l.B

1.9

2.0

c6 

14

5.4

8.51 

115 

i.B

N l.t

!>. 1

4.7

4.C 

3.4

2.4 

2.4 

2.3

f.C 

2.{. 

2.1-

2.0 

2.C

1. *

2.C 

l.S

1.1

42

12 

41

L.:

8.41 

56 

l.i

AC -FT

77

11

1C 

16

9,7 

26

16 

76

4J 

16 

-.7

7.5 

5.7

1?

12

4.5 

'.8

3.<t

6.'

4.L

11.7

3,980

3.2

2.6

2.3

2.3 

2.3

2.3

2.2

!.; 

l.r

1.5 1.=

3.4

J.2

2.3 

2.3

t.H

12v 

4;

15

t.,6

?.2

2.7

r.*

2.4 

2.4

2.4 

2.3

I."

1.=

l.o

l.B 

1.3

l.B

ft. 13

500

l.t 

1.0:

1.5

l.o

5.3 

2. ?

'.? 

2.C

5.'. 

13

2.3

14

ti.5

F.I

J.o

c . ? 1 

1)2

1."

548

IN CUBIC FtfcT PER bECOND. WATER YEAR GCTOBtR l~,bt TU SEPTtMBE"

5

6

7 

B 

9

11 

12

14

15

16

17 

16 

15

20

21 

22

25

i6 

27

29 

30 

31

MEAN 

MAX 

MIN

AC -FT

4.u

3.5 

3.5

4.2 

3.8

3.b

3. U 

3.t>

3.5 

3.3

3.3

3.8

12 

6.3

4.0

4.2 

4.'J 

3.8 

3.5 

3.5

12 

3.3 

266

3.B 

3.5 

3.5 

3.B

3.8 

3.8

4.0 

4.2

3.8 

3.5

3.8

4.4

, ?

3.8

4.9 

4.4

4.2

5.2 

3.5 

239

DEC

4.4 

5.7 

6.3 

5.7

4.6

4.2

4.0 

3.8

3.6 

4.C

4.0

4.0

4.2

4.2

3.6 

4.2

4.2

6.3 

3.6 

265

4.4 

4.S 

6.2

5.2

4.9

4.2 

3.6

3.0 

3.0

3'.0

4.6

4.0

2.5

3.1

3.5

3.0

5.Z 

2.5 

236

4.4 

4.2 

4.4

4.2

4.2

3.0

4.0

3.8 

3.5

4.0

4.2

3.0

3.5

4.6 

3.4

 

8.4 

3.0 

228

3.5 

3.5

3.1

3.5

3.8

3.1

3.3

3.5

3.8

3.3

2.5 

3.1

3.3

7.8 

2.9 

244

4.2

4.0 

3.5 

3.3

4.2

3.3

3.1

2.S

3.1

2.9

2.8

;>.*

2.3

2.4

2.4 

2.3

2.0

4.2

2.0 

176

2.1

2.1

1.3

1.6

l.f 

1.6

1.6 

1.6

1.5

L.4 

1.5

1.5 

1.5

1.6

1.3 

1.3

2.1

2.1 

1.2

103

1.8

1.5 

1.5

l.s

1.5 

1.4

l.f

1.5

1.4

1.4

1.*

1.3 

1.4

3.P

l.f 

1.5

1.3

6.7C 

141 

1.3

399

.2 

.1 

.1

. 1 

1.4

1.3 

1.?

.6 J

,T' 

.7-

.6^

.7L .7" 

. 7'J

.7 .',

.^9

1.8 

.63 

61

.50 

.50

.50

.5,'j 

.51

, 5^

 5j 

l.B 

.7' 

.71

.60 

,t. r 

.50

. 3:

.39

.<>0

.70 

,br

.50 

.70

.50

1.8 

.30 

35

S?PT.

,7,

.< >:

.50

.6" 

.7r 

.6C .7''

1.1

.80 .7i" 

.7t

.7^ 

.7''

.6f

.6r/ 

.70 

.70 

.6f 

.7f

.£8 

1.1

.5C 

40

WAT YR 1963: TOTAL 1.155.2U MEAN 3.16 MAX 141 MIN .30 AC-FT 2,290
RED RIVER BASIN 

7-3195. Sandstone Creek near Berlin, Okla.--Continued

1

t_

3

5

6

7

a

3

1C

1

2

4

5

6

7

9

< 

1

2

3

4

5

7

9

0

ME N

MA

AC -FT

7J

. 6u

.50

.50

.50

.5C

.40

.4u

.40

.4j

.4j

.5u

.63

.60

.60

.50

,6u

l.H

.70

.70

.70

.70

,7'j

.7C

.70

.61

1.8

37

.7,,

l.u

.30

.30

.80

 GU

.80

.so

.30

 8U

.70

.50

.-)0

.9t

.90

.3

.1

.1

 6

.0

.1

.1

.0

.0

. 34

1.6

56

.1

. 1

.1

.3

1. w

.30

."<,'

 1v>

1.0

. 90

.90

l.l.

l.J

1.0

1.0

. JC

.80

.90

1.2

1.2

1.1

1.2

1.2

.99

1.2

61

.2

.1

.1

.1

.2

. i

.C

.0

.80

.BC

.60

1.0

.3

.2

.2

.1

.1

.1

. 1

.0

.0

.C

.0

.2

1.0

1.

6

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.2

 

1.48

J.I

85

MM \

1.'

1.2

1.2

1.2

1.2

1.2

1.3

1.3

1.3

1.2

1.2

1.2

1.2

1.2

1.1

1.4

1.2

1.2

1.2

1.2

1.2

1.1

1.3

1.1

1.2

1.22

1.4

75

1.?

1.3

1.3

1.2

1.2

1.2

1.1

1.2

1.2

1.1

1.1

1.0

1.0

l.i

4.5

1.2

1.2

1.1

1.3

1.3

1.2

1.2

1.2

1.0

1.1

1.28

4.5

76

N C

1.1 I."

11

64

7.4

3.1

2.1

20

7.5

3.5

2.1

2.C

1.6

1.4

1.2

1.1

L.I

l.C

l.t

. iG

."C

1.5

10

7.4

5.35

64

329

AC-F 

AC-F'

3.3

2.6

2.1

2.1

1.6

1.5

1.1

.sr

.80

1.3 1.1

17

6.9

67

33

7.B

4.6

2.9

2.3

2.1

1.8

1.4

1.1

1.0

.80

6.29

67

374

r 1,680

r 1.240

C

.e:

.7:

.7C

.6"

. b "

. b?

 0'

.60

, 6n

.60

.50

.50

.40

.40

.40

.40

.3C

 33

.1C

.20

.2.0

.21

.20

.2C

.45

.90

28

.10

.10

.1C

. 10

D

0

3

0

0

3

7

J.I

3.8

.70

.60

.50

.50

.60

.43

.40

.4.1

.40

.30

.30

.20

.45

3.8

28

. 2O

,20

*-'-!

.20

.20

,2<^

.20

.2f

.20

.30

,3'

.20

.60

.50

.51

.40

.70

.60

.6n

.50

.50

.50

.50

.50

.,50

.39

.90

23

DISCHARGE, IN CUBIC FbET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1?65

1

3

4

5

6

7 

8

9 

liJ

12 

13

14

15

17

18

1J

21

22

23

24

25

26

27

28

29

3l/

TOTAL

MAX

MIN

AC -FT

.50

.40 

.40

.40 

.40

.40 

.40

.40

.40

.50 

.60

.60

.50

.40 

.30

.50

.50

.50

.60

.73

5.3

.8U

.70

,7C

.70

.70

2(3.80

5.3

.30

41

.70

1.1

1.8

1.2

1.0

.90 

.90

.90

2.3

3.7

2.9

1.8

1.2

1.3

1.4

1.3

1.4

1.2

1.3

1.2

l.i

1.1

44.80

3.7

.70

89

1.3

1.4

1.2

1.3

1.6

1.4

1.2

1.3

1.4

l.i

1.1

1.4

1.4

1.6

1.4

1.3

1.3

1.2

1.2

1.3

1.3

1.2

41.1

l.S

1.1

82

1.4

1.4

i.a

2.0

1.6

2.1 

2.1

2. 1

2.1

1.6 

1.6

2.0

1.8

2.1

2.6

1.8

1.6

1.6

i.4

1.5

1.5

1.6

54.7

2.6

1.4

108

1.3

1.2

2.0

2.0

2.1

2.0 

l.H

1.3

2.0

1.6 

1.3

1.8

2.0

1.6

1.3

1.'

1.5

1.5

1.6

1.8

 

 

48.5

2.4

1.1

96

2.3

1.5

1.6

1.6

1.3

3.1 

2.9

2.4

2.3

2.9 

2.8

2.0

2.0

2.0

2. 1

1.8

1.6

1.6

1.8

2.1,

l.S

1.6

61.4

3.5

1.3

122

2.0

2.3

2.3

2.0

2.3

1.6 

1.6

16

b.C

2^6

2.3

2.1

2.1

2.0

2.1

2.1

2.1

2.C

1.8

1.6

1.6

B2.6

16

1.6

164

1.6

1.6

1.6

1.6

1.5

1.5

2.3

2.1

2.C

1.5 

1.5

1.4

1.2

1.1

1.1

1.1

1.2

1.2

1.0

1.0

.90

.9C

44. 2C

2.3

.90

88

JUNE

.90

2.6 

41

48 

11

5.7

2.3

2.2 

11

5.0

3.0

2.0 

2.0

2.0

2.0

3.C

6.0

78

98

46

22

12

8.4

5.4

435.80

98

.°0

864

JULY

4.0

2.8 

2.3

2.3 

2. 1

2.0

1.8

1.5

1.6

2.C

2.4

2.3 

1.8

1.2

.80

.70

.70

.70

.80

1.3

.70

 9C

.90

.90

51.40

4.0

.70

102

AUG.

.80

.70 

.60

.60 

.70

.70 

.73

.60

.60

.50

.60

.60

.70 

.60

2.2

1.0

1.1

1.4

1.2

1.1

.90

.BC

.90

.90

.8C

26. 5C

2.2

.50

53

SEPT.

1.1

.70 

.70

?.e 

11

1.1

l.C

l.C

.°0 

.80

.80

.80

.80 

1.2

51

36

18

=5.8

5.7

4.2

3.1

2.6

2.3

2.1

2.0

191.20

51

.7C

379

WAT YR 1965: TOTAL 1,103.00 MEAN 3,02 MAX 38 MIN .30 AC-FT 2,1=50
RED RIVER BASIN

7-P200. Sandstone Creek subwatershed Ho. 10A near Elk City, Okla ,

Location. Lat 35°28'OU'', long 99°33'20", In SW^SW^- sec.32, T.12 H., R.22 W., near- center of 

upstream side of dam on unnamed tributary to Sandstone Creek, 4 miles northeast of Berlin and 

8 miles northwest of Elk City.

Drainage area.--2.87 sq ml.

Records available. October 1951 to September 1965. Prior to October 1960 monthly discharge and 

contents only, published In WSF 1731.

Gage. Water-stage recorder and recording rain gage. Datum of gage Is 1,921.13 ft above mean sea 

Tevel, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge. 14 years, 0.04 cfs (29 acre-ft per year).

Extremes. Maximum outflow and Inflow (average for 5-minute Interval), In cubic feet per second, 

for the water years 1961-65 are contained in the following table:

Water

year

1961

1962

1963

1964

1965

Maximum outflow

Date

July 5, 1961

-

Aug. 6-13,

Oct. 9-17,

Oct. 9, 10

1963

1963

1964

Discharge

6.6

0

1.5

.80

.80

Maximum inflow

Date

June 4 ,

July 31,

Aug. 15,

May 5,

June 24,

1961

1962

1963

1964

1965

Discharge

1 , 080

£76

113

135

324

1951-65: Maximum outflow, 6.6 cfs July 5, 1961; maximum gage height, 83.63 ft June 7, 1961; 

no outflow for most of time. Maximum inflow known, 1,670 cfs [average for 5-minute interval) 

May 26. 1959.

Remarks.--Records good. Records of discharge are outflow from reservoir, determined from stagedischarge relation for outlet structure and rated gate-valve openings. Peak inflow rates are 

determined for short intervals of time on basis of outflow and change in reservoir contents, 

adjusted for rainfall on reservoir surface during time of peak inflow. Reservoir is formed by 

earth dam; storage began in April 1951. Outlet structure is a 15-inch concrete pipe with an 

encasement of trashracks and regaining wall with invert at gage height 79.52 ft (corrected). 

There is a 6-inch diair-ter iron drain pipe with gate valve in face of dam. Crest of en-prgency 

earthen spillway is at gage height 90.0 ft. Original capacity at crest of emergency spillway, 

1,048 acre-ft, and at outlet structure, 445 acre-ft.

OISCHirGF, I't LUbIC FEET PEP SECOND, HiTEP YEAP TCTOBER 1S6C TO SEPTEMBER 1=61

1

2

4

5

6

7

a

^

10

n

12

13

14

15

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33

2.35

t Contents, i 

* Surface are 

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ater ypar 1 Q 60 

Note. Outlet

end of month.
RED RIVER BASIN

7-3300. Sandstone Creek subwatershed No. IDA near Elk City, Okla. Continued

1

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335

37

6.14

et, at end of month.

Inches.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

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3

4

5

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7

6

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11

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93.1

17

.89

e-feet, nd of month.

17.25 Inche
RED RIVER BASIN

7-3200. Sandstone Creek subwatershed No. 10A near Elk City, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR CCTOBER 1963 TO SEPTEMBER L<J64

DAY

1

2

3

4

5

6

7

8

9

10

1

2

3

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5

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DAY

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37.2

Q _ 7

6.21

t Contents, in

tt Precipitatio

year 26.38 inches

at end of 

s, during
RED RIVER BASIN

7-3205. Sandstone Creek subwatershed No. 6 near Elk City, Okla.

Location. Lat 35°29'10", long 99°30'10", in NW£SW£ sec.26, T.12 H., R.22 tf., near center of

upstream side of dam on East Branch Sandstone Creek, 7.5 miles northeast of Berlin and 8 miles 

northwest of Elk Citj.

Drainage area. 6.46 sq mi.

Records available. October 1952 to September 1965. Prior to October 1960 monthly discharge and 

contents only, published in WSP 1731.

Sage.--Water-stage recorder and recording rain gage. Datum of gage is 1,874.32 ft above mean sea 

~^Tevel, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge.--13 years, 0.14 cfs (101 acre-ft per year).

Extremes.-- Maximum outflow and inflow (average for 5-minute interval), in cubic feet per second, 

for the water years 1961-65 are contained in the following table:

Water

year

1961

1962

1963

1964

1965

Maximum outflow

 Date

June

Aug.

Mar.

7, 1961

1, 1962

14-21, 1963

-

"

Discharge

26

12

2.5

0

0

Maximum Inflow

Date

June

June

Aug.

May

4-,

9,

16,

10,

"

1961

1962

1963

1964

Discharge

1,270

a 453

189

145

"

a Maximum determined.

1952-65: Maximum outflow, 46 cfs May 26, 1959 (gage height, 87.80 ft); nu outflow for most of 

time. Maximum inflow known, 1,870 cfs (average for 5-minute interval) May 3, 1957.

Remarks.--Records good. Records of discharge are outflow from reservoir, determined from stagedischarge relation for outlet structure and rated gate-valve openings. Peak inflow rates are 

determined for short intervals of time on basis of outflow and change in reservoir contents, 

adjusted for rainfall on reservoir surface during time of peak inflow. Reservoir is formed by 

earth dam; storage began in April 1951. Outlet structure is a 31-inch concrete pipe with an 

encasement of trashracks and retaining wall with invert at gage height 83.02 ft (con-octed) 

There is a 6-inch diameter iron drain pipe with gate valve in face of dam. Crest of emergency 

spillway is at gage height 100.0 ft. Original capacity at crest of emergency spillway, 

2,060 acre-ft, and at outlet structure, 605 acre-ft.

1

f.

5

<t

5

0

7

a

7

10

11

12

13

14

15

16

17

1.8

La

K

21

i

I

I

2

2

^

2U

29

31

MEAN

MAX

MIN 

<t>

<*>

(tt:

0

b

G

^.'

^

L

0

L..

> 

3

l.d

1.7

1.3

.Nu

.0,

.4J

3.H

2. ,

2.b

2.1

1.7

1.3

1.0

l.c

1.0

 Su

.80

.7:

.41. 

.40

.69

3.H

0

47 

5.69

.30

 Jo

 £U

. C

. u

 O

. <J

. 0

. L

. 0

. C

. u

. G

. 0

. t. . a

. c

 u

. u

. ! 

.ID

.1C

0

0

- 

.11

.10

c

46 

.07

L

t

C

. 11

. lu

L

0

c

u

.1C

. c

f r

. u

 &

 c

. u

. c

 c

. L

. a

. u

. t

 u

. C

. I.

. 0

 c

. c

. 0

. c

 !_L

.J 7

. c

0

1.45

* U

. u

. 0

. c

0

. o

. T

. 0

 ' :

. 0

. 0

. 0

. 0

. 0

. c

. 3

. 0

. 0

. a

. 0

0

0

0

u

L

0

0

0

.074

.10

0

.11

e

u

ij

r'.ID

t,

. 0

. 0

. c

. 3

f ^

. 0

. a

. c

. n

. c

. 0

. i

. 0

. 0

. 0

 u

. 0

. 0

. 0

. 0

 c-

 

 

.086

.10

u

1.09

.H

 i'l

.1;

.U

j

0

0

J

.7j

1.4

I.*

1.4

L.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

.'53

1.4

0

2. 09

1.

1.

1.

;.

l.

i.

. c

c

c

c

c

c

c

^

c

r

c

c

c

c

c

0

0

c

r

c

c

c

t.c

5. 1C 

.3C

1.4

1.

1.72

rj

^

L

C

j

.5 "j

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.4

1.0

0

.4f

1.4

1.4

1.0 i'

c

J

0

->

.72

1.4

(j

1.85

,

C

r

l"i

16

14

2i

19

15

lu

,

.

B

. 0

15o. C 

5. 2

23

C.

7.61

a

0

c

r

r

r

{

0

^

r

i.

C

0

c

Jc

u

t

40^2

1.81

tur,.

;,

Ij

r

n

L

C

0

r

c

r

r

c

0

c

r

r

u

3

r

^

0

367

ScFT.

r

C

f

C

^

p

0

n

L

0

f

r

=

C

0

"

0

c

c

r

c

c

r

o

c

0

r

c

40 38 

.93| 1.98

WAT YH 196 L: TOTAL 256.50 MEAN .7C MAX 23 M[N 0 AO-FT 509

ents, in acre-feet, at end of month. 

ace »rea, In acreo, at and of month, 

cipitatioii, in inuhts, during month at 

ar 1960-61, 26.40 Inches.

olr. Total for alendar yca.r 1960, 32.01 Incnes; total for
RED RIVER BASIN

7-3S05. Sandstone Creek subwatershed No. 6 near Elk City, Okla, --Continual

DISCHARGEt IN CUBIC FEET PER SECONDt W4TFR YEAR OCTOBER 1161 TO SEPTEMBER 1=62

1

2

3

4

5

6

7

8

9

10

11

12

13

1*

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

TOTAL

MEAN

MAX

MIN

<*>

<tt>

C

0

0

£

0

0

0

0

0

G

0

0

0

a

0

0

0

0

0

0

a

a

0

0

0

0

0

0

0

0

0

0

0

0

35

.86

0

0

0

0

0

0

0

y

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

35

2.61

0

0

0

0

0

C

0

0

C

0

C

0

C

0

0

0

0

0

0

0

C

C

0

0

0

0

0

0

0

0

0

0

0

0

34

.39

a

0

0

0

0

0

0

a

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0

0

33

.40

- 

0

0

a

0

0

0

0

0

0

0

0

0

a

0

0

0

0

0

0

0

0

0

a

0

0

0

0

0

 

 

0

0

0

0

32

0

MAX 1

0

0

0

C

0

0

0

0

0

0

0

0

a

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

31

.15

3 M

:> M

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

C,a

33

2.78

N C 

IN 0

C

0

0

0

G

0

C

0

0

C

0

0

0

0

0

0

0

a

0

a

0

0

0

0

0

0

0

0

0

0

0

0

0

0

35

3. 68

AC -FT 

AC -FT

0

0

o

0

0

0

0

0

0

0

.20

.40

.40

.40

.60

.60

.50

.60

.70

.60

.50

.40

.30

.20

.20

.30

.40

.40

.30

.30

8.30

.28

.70

0

46

6.48

442 

101

.20

.10

.10

.10

.10

.10

0

0

0

C

0

C

0

0

0

0

0

0

0

G

C

0

0

C

.10

0

0

0

0

0

1.00

.032

.20

0

46

5.4"

'

10

T, 8

6.0

4.6

3.5

?.5

1.8

1.5

l-l

> 70

.50

.40

.30

.23

.20

-10

.10

.10

0

0

0

Q

0

0

0

0

0

0

0

0

41.40

1.34

10

0

43

.10

0

C

0

n

0

0

0

C

C

t

C

C

0

0

C

-1C

0

C

.\r

.1C

.1C

0

0

C

0

0

C

0

0

0.4C

.013

.1C

C

4

5.5

t Contents, In erre-feet, at end of month. 

tt Precipitation, In Inches, during month at reserv 

ater year 1361-62, 28.49 Inches.

DISCHARGE, IN CUBIC FEET PER SECONDt

* Surface area, In acres, at end of

HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

<t>

<*>

<tt>

0

0

C

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

C

0

0

0

0

0

0

0

0

421

44

2.37

C

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_____

0

0

0

0

410

43

.95

0

0

0

0

0

0

0

0

0

0

o

Ci

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

D

403

42

.59

3

JAN.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Q

0

0

C

0

0

0

0

0

0

0

0

0

396

42

.20

(EAN .14 

4EAN .047

FEB.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

 

 

0

0

0

0

3-36

42

.39

MAX 1C 

MAX

0

0

0

0

0

0

0

0

0

0

0

0

0

1.2

2.5

2.5

2.5

2.5

2.5

2.5

1.1

0

0

0

0

0

0

0

0

0

0

17.3

.56

2.5

0

360

39

1.01

M 

-5 M

0

0

0

0

0

0

0

0

0

0

0

C

0

C

0

C

0

0

C

0

0

0

0

0

0

0

0

0

0

0

 

0

0

0

0

342

38

.46

N 0

N a

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

C

0

0

0

0

0

0

0

316

35

1.98

AC -FT 

AC -FT

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

C

0

0

0

0

0

 

0

0

0

0

290

33

2.56

101 

34

0

0

0

C

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

247

30

1.18

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

225

28

2.06

0

C

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

C

0

0

0

0

0

C

0

0

0

0

0

_____

0

0

0

C

203

26

1.50

t Contents, In acre-feet, at end of month, 

tt Precipitation, In Inches, during month 

year, 15.25 Inches.

In acres, at end of 

ar year, 28.54 Inche
RED RIVER BASIN

1

2

3

4

5

0

7

S

_,

U

1

2

3

4

5

e

7

a

5

0

1

2

3

4

5

6

7

8

q

^

1

TO AL

ME N

MA

MI 

Cf

I* 

Ct )

G

^

^

L

L

y

u

0

3

,j

0

^

0

t

(;

G

0

"

u

^

C

o

0

c

L,

^

U

Q

G

&

0

u

* 

24

1.30

7-3205.

b

7

;,

t.

c

c

^

y

 1

0

c

r

^

<J

U

(j

0

0

c

G

0

T

3

0

0

<j

L

0

0

 

0

0

0

0

22

W Y 1964 Ttini. u

Sandstone Creek subwatershed No.

c

t

c, *-

t

0

0

d

c

c

u

£

0

0

^,

c

c

c

0

0

c

u

0

0

0

c

c

^

c

0

0

c

c

22 

.36

0

0

0

0

0

0

0

0

0

0

0

0

0

f>

0

c

0

0

0

0

0

0

0

0

c

0

0

0

a

0

0

J

c

0

21 

.60

0

0

3

£

0

0

r

0

0

0

0

0

Q

0

0

0

0

0

Q

0

0

0

0

0

0

0

0

0

c

_ _

 

0

^

0

0

21 

2.33

MEAN .047 MAX 2 

MEAN 0 MAX 0

0

0

,J

0

0

r

r.

J

c

^

c

T

0

0

"

LI

0

0

0

0

G

0

0

0

0

0

^

a

0

u

"

0

3

0

c

19

.26

6 near Elk City

0

0

c

0

0

0

0

0

0

0

0

c

0

0

0

0

G

0

c

0

0

G

0

0

0

0

0

0

0

c

 

0

0

0

0

17

.31

0

0

c

0

&

0

0

0

0

0

0

0

0

c

0

0

0

0

c

c

0

0

0

0

0

0

0

c

c

0

c

0

0

0

0

21 

4.78

Okla. --Continue

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

0

0

0

0

20 

3.50

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

17 

.26

d

0

0

0

0

0

0

0

0

0

0

Q

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

15.1 

1.65

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

p

0

0

 

0

0

0

0

82.4 

13.7 

1.62

5 MIN C 

MIN C

t Contents, in acre-feet, at end of month. * Surface area, In acres, at end of month, 

 ft Precipitation, in inches, during month at reservoir. Total for calendar year 1963, 14.02 inches; total fo 

ater year 1964, 18.01 inches.

01SCHAKGE, IN CUBIC FEET PER SECOND, WATER YEAR. OCTOBER 196* TO SEPTEMBER 1965

1

^

3

4

5

7

8

c

10

1

2

3

4

5

6

7

8

u

i

2

3

4

5

6

7

8

9

\ ^

1

TO AL

ME N

MA

MI

<t 

<* 

<tt>

Q

Q

^;

£

3

0

0

C

£

0

u

0

^

IjG

0

c

c

0

0

J

u

0

0

0

0

0

o

0

y

0

u

u

0

0

73.4 

12.8

J

C

n

^

0

0

0

0

0

c

c

0

0

0

0

L1

G

0

tj

0

t

0

y

0

0

0

0

G

c

Q

 

c

0

0

0

86.0

C

0

G

&

C

C

l;

0

0

0

c

c

c

c

0

c

c

0

0

0

c

0

0

c

c

c

0

0

o

c

<5

c

0

0

a

83.0

* 

*

0

0

0

0

u

c

0

0

0

0

0

Q

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

G

3

0

0

Q

79.9

EAN 

EAN 0

0

0

u

0

0

0

0

0

0

0

0

0

0

0

0

a

0

0

0

0

0

0

0

3

0

0

J

0

 

.. -

 

0

0

0

Q

76.0

MAX 

MAX 0

0

t.

^

^

0

0

0

r

0

0

Q

C

o

£

0

0

^J

0

J

0

0

0

0

0

0

^

c

0

0

0

0

13

0

0

.J

72.5

M 

M

0

0

0

0

c

0

0

c

c

0

0

0

0

0

0

c

0

c

0

0

0

c

c

0

0

0

0

0

0

0 

0

0

0

Q

67.5 

1.34

N 

N C

0

0

0

0

C

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

60.2 

.88

JUNE

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

c

96.0 

6.99

JULY

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

80.5 

.36

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.

0

0

0

0

0

0

0

0

0

0

67.1 

.67

SEPT.

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0 

0

0

0

0

78.8 

5.81

t Contents

tt Precipitatio

water year 1964-6

ere-feet, at end of month. * Surface area 

, In inches, during month at reservoir. Total for cale

in acres, at end of month. 

ar year 1964, 23. « inches}
RED RIVER BASIN

7-3210. Sandstone Creek subwatershed No. 5 near Elk City, Okla.

Location. Lat 35°29'30", long 99°29'20", In SE^NE^ sec.26, T.12 N., R.22 W., near center of

upstream side of dam on unnamed tributary of East Branch Sandstone Creek, 7 miles northwest of 

Elk City and 8.5 miles northeast of Berlin.

Drainage area. 3.89 sq ml.

Records available. October 1952 to September 1965. Prior to October 1960 monthly discharge and 

contents only, published In WSP 1731.

Sage. Water-stage recorder and recording rain gage. Datum of gage Is 1,893.15 ft above mean sea 

Tevel, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge. 13 years, 0.10 cfs (72 acre-ft per year).

Extremes. Maximum outflow and Inflow (average for 5-mlnute Interval), In cubic feet per second, 

for the water years 1961-65 are contained In the following table:

Water

year

1961

196Z

1963

1964

1965

Maximum outflow

Date

July 7, 1961

Aug. 1, 1962

-

-

-

Discharge

9.9

.70

0

0

0

Maximum inflow

Date

June 4,

July 31,

Aug. 13,

-

June 4,

1961

1962

1963

1965

Discharge

1,180

1,490

189

-

1,370

1952-65: Maximum outflow, 13 cfs May 26, 1959 (gage height, 75.11 ft); no outflow for most 

of time. Maximum inflow known, 1,510 cfs (average for 5-mlnute interval) May 26, 1959.

9 marks. Records good. Records of discharge are outflow from reservoir, determined from stagedischarge relation for outlet structure. Peak inflow rates are determined for short intervals 

of time on basis of outflow and change In reservoir contents, adjusted for rainfall on reservoir 

surface during time of peak inflow. Reservoir is formed by earth dam; storage began in March 

1951. Outlet structure is an encasement of trashracks and retaining wall connected to an 18-inch 

concrete pipe with Invert at gage height 67,91 ft. There is a 6-inch diameter iron drain pipe 

with gate valve in face of dam. Crest of emergency earthen spillway is at gage height 84.0 ft. 

Original capacity at crest of emergency spillway, 1,147 acre-ft, and at outlet pipe, 326 acre-ft.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

i;

20

21

22

23

24

25

26

27

28

25

30

31

TOTAL

MEAN

MAX

MIN

<*)

0

v

0

0

0

Q

0

0

0

0

0

0

0

0

0

0

0

1.1

1.7

1.4

1.1

.bC

.50

.30

.40

.60

.50

.40

.30

 20

.10

9.40

.30

1.7

0

258 

30

6.23

.10

.10

.10

0

0

Q

0

0

0

0

C

0

0

0

0

0

G

0

0

C

0

Q

0

0

0

C

0

C

0

<J ______

0.30

.010

.10

0

232 

27

0

0

G

C

0

0

C

0

Q

0

0

0

0

0

0

0

0

C

0

0

0

0

0

C

0

0

0

0

0

0

0

0

C

C

c

21B 

26

1.25

0

0

0

0

C

0

0

0

0

0

0

0

Q

0

Q

Q

0

0

0

0

0

Q

0

0

0

0

0

0

0

0

0

0

0

0

0

200 

24

.06

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

 . ______

0

0

0

Q

190 

24

.91

0

0

0

0

0

0

0

Q

0

0

0

0

Q0

0

G

Q

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

193 

24

2.74

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

C

0

0

0 

0

0

0

0

200 

25

1.47

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

194 

24

2.17

0

0

0

.60

1.0

1.0

1.0

.60

.60

.60

.80

.60

.60

.40

.40

.40

.40

.40

.30

.30

.30

.20

.20

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.10

0

0

0

0

0 

11.30

.38

1.0

0

335 

37

7.71

0

.20

2.6

4.5

4.4

4.2

7.B

5.6

4.5

3.3

2.3

1.6

1.3

1.6

1.2

.70

.40

.20

.10

.10

0

0

0

0

0

0

0

0

0

0

0

47.00

1.52

7.8

0

235

28

2.4.8

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Q

0

0

0

0

189 

24

1.17

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

156 

21

2.41

WAT YR 1361: TOTAL 6B.CO MEAN .19 MAX 7.8 MIN 0 AC-FT 135

t Contents, In acre-feet, at end of month. 

* Surface area, in acres, at end of month, 

tt Precipitation, in inches, during month at rese 

water year 1960-61, 28.60 inches. Total for calendar year 1960, 31.16 inches; total for
534 RED RIVER BASIN 

7-3210. Sandstone Creek subwatershed No. 5 near Elk City, Okla. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

la

19

20

21

22

23

24

25

26

27

28

29

30

31 

T TAL

H AN

M X

M N 

< )

( )

I t>

0

0

0

0

0

0

0

6

0

G

D

0

0

0

0

0

0

0

0

0

0

0

g

0

0

0

0

0

£

I)

D

0

^j

0

Q 

124

.73

0

0

0

0

0

0

0

0

0

0

0

0

0

G

0

0

0

0

0

0

0

0

0

0

0

0

0

I)

0

0

0

0

0

0 

113

2.76

0

c

c

c

G

0

0

0

0

0

0

c

0

0

c

0

0

c

c

G

(j

0

c

0

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0

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c

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0

0

0

0

G

0

D

0

0

0

0

0

G

0

0

0

0

0

0

0

0

0

0

0

0

0

0

G

0

0

0

0

0

0

0

.41

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 __ _

 

0

0

c.

0

0

c

0

o

0

0

£

0

0

0

0

0

0

G

0

0

0

0

c

0

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0

0

0

0

0

0

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0

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o

*-

c

0

o 9 c

.10

0

0

0

0

0

0

0

<3

0

0

0

0

G

0

G

0

0

0

0

0

0

G

0

0

G

0

0

0

c

o

0

0

0

0

2.76

0

G

0

0

0

0

0

0

0

0

0

0

0

0

0

0

G

0

0

G

0

0

0

0

0

0

c

0

0

(.

0

0

D

0

0

3.90

0

0

0

u

0

L,

0

0

n

0

D

0

0

0

0

0

g

0

c

0

c

0

0

0

0

0

c

c

0

c

0

c

0

r

7.08

0

0

0

o

0

0

0

0

0

0

G

0

0

c

0

0

0

G

0

0

0

0

0

0

0

(1

0

G

r,

C

0

G

0

0

4.76

,50

.40

.1C

.10

0

0

0

0

0

3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

a

0

1.10

.036

.50

0

.09

0

0

}

0

0

0

r

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

c

0

5.0

t Contents, in acre-feet, at end of month. * Surface area, in acres, at end of month.

water year 1961-62, 27.97 inches.

DISCHARGE, IlM CUBIC FEET PEP SEC3ND, WATER YEAR OCTOBER 1962 TO SEPTEMBER I°t3

BAY

L

2

3

4

5

6

7

»

<9

10

11

12

13

It

15

16

17

IB

19

20

21

22

2J

24

25

26

27

28

2-,

30

Jl

TOTAL

MEAN

MAX

MIN

<t>

l*>

<tt>

OCT.

0

0

u

0

0

0

-J

Q

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c

0

0

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3

0

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0

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0

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0

0

0

c

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yu

0

0

Q

^

191

24

1.94

NOV.

0

0

0

0

c

b

0

0

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0

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C

u

0

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0

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u

ij

0

u

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c

0

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0

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0

169

22

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DEC.

Q

C

C

0

0

0

0

c

0

0

c

Q

t

c

L

0

\Jc

b

G

0

c,

c

c

0

u

Q

0

0

c

c

0

c

c

152

21

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JAN.

0

0

0

0

c

0

0

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0

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0

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130

20

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FEB.

0

0

0

0

0

0

3

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0

0

0

0

0

0

0

0

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0

0

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115

19

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MAR.

0

<;

0

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c

0

0

y

^

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0

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f,o

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0

J

D

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Q

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0

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0

u

0

it

0

0

0

c

ij

96.2

17.4

1.31

APP.

0

0

0

c

0

0

0

0

D

C

0

c

n

0

0

c

0

0

0

0

r

0

D

0

0

0

0

0

D

G

r

0

0

75.8

15.2

.52

MAY

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

c

Q

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0

c

0

c

0

0

0

0

0

0

0

0

58.1

12.4

2.77

JUNF

0

C

G

0

0

0

0

0

c

c

(!

C

0

D

C

£

C

0

0

0

n

0

0

c

'- 

0

0

0

D

0

0

G

c

0

50 11.1

2.48

JULY

G

0

0

0

0

0

c

0

0

0

0

0

0

0

0

o

0

0

cu

0

0

0

0

0

0

0

0

c

0

0

0

0

D

0

33.5

8.6

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AUG.

0

0

D

0

0

0

0

0

^

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1t

0

0

0

0

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0

9

0

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0

0

0

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30.6

8.0

1.75

SEPT.

0

C

0

0

0

0

0

0

0

?

0

c

c

0

c

0

0

0

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c

0

c

t

0

c

0

r,

0

0

0

0

0

c

0

28.1

7.b

1.20

t Contents, in acre-feet, at end of month, 

tt Precipitation, in inches, during month s al for calendar yea 1962, 27.57 inches;
RED RIVER BASIN 

7-3210. Sandstone Creek subwatershed No. 5 near Elk City, Okla.--Continued

1

t_

3

4

5

t,

7

0

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11

12

li

11

15

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17

18

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26

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0

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1.12

C

G

0

'J

0

c

t

c

G

0

r

f,

0

C

c

C'

G

C

0

r

G

0

c

f

0

0

0

c

0 

0

0

0

0

6.2

1.87

0

c

Q

0

f

L

r,

c

t

L

D

f,

£

0

0

0

0

0

0

0

0

Q

0

0

0

c

0

0

0

0

0

a

0

0

0

5.3

1.18

C

c

c

L

c

c

0

0

0

c

0

p

0

c

c

c

c

c

0

0

c

c

c

D

0

0

c

_____ _

0

0

c

c

11.4

5.85

0

{ 

u

L

C

T

J

r

r

,,

r

n

J

'-1

0

0

0

^

c

c

Q

0

0

0

G

p

C

0

c

0

0

0

0

0

8.2

.29

,

^

0

0

c

,1

u

0

0

r.^

L

c

t

r

0

/i

0

0

0

c

c

0{>

c.

o

c

0

0

0

0

0

0

0

6.2

.96

0

^

Q

G

C

0

0

c

< 

(

0

c

0

c

p

G

L

C

C

c

r

r

c

c

0

o

G

C

_____

c

c

c

0

10.4

6.01

t Contents, in acre-feet, at end of month. * Surface area, in acres, at end of month, 

tt Precipitation, in inches, during month at reservoir. Total for calendar year 1964, 27.09 inches; total for

water year 1964-65, 28.59 inches.
536 RED RIVER BASIN

7-3215. Sandstone Creek subwatershed No. 3 near Elk City, Okla.

Location. Lat 35°30'40", long 99°30'40", on south line of sec.15, T.12 H., R.22 W., near center of

 upstream side of dam on unnamed tributary to East Branch Sandstone Creek, 7.5 miles northeast of 

Berlin and 9 miles northwest of Elk City.

Drainage area.--0.62 sq mi.

Records available.--October 1952 to September 1965. Prior to October 1960 monthly discharge and con-

 tents only, published in WSP 1731.

Gage. Water-stage recorder and recording rain gage. Datum of gage is 1,828.43 ft above mean sea 

level, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge.--13 years, 0.01 cfs (7.2 acre-ft per year).

Extremes. Maximum outflow and inflow (average for 5-minute interval), in cubic feet per second, for 

the water years 1961-65 are contained in the following table:

Water

year

1961

1962

1963

1964

1965

Maximum outflow

Date

_

-

_

_

-

Discharge

0

0

0

0

0

Maximum Inflow

Date

June

July

June

June

4,

31,

23,

-

24,

1961

1962

1963

1965

Discharge

380

690

712

-

138

1952-65: Maximum outflow, 4.7 cfs May 26, 1959 (gage height, 88.76 ft); no outflow for most of 

time. Maximum inflow known, 1,780 cfs (average for 5-minute interval) Apr. 18, 1957.

Remarks.--Records fair. Records of discharge are outflow from reservoir, determined from stagedisctiarge relation for outlet structure. Peak inflow rates are determined for short intervals of 

time on basis of outflow and change in reservoir contents, adjusted for rainfall on reservoir surface during time of peak inflow. Reservoir is formed by earth dam; storage began in April 1951. 

Outlet structure is an encasement of trashracks and retaining wall connected to a 12-inch concrete 

pipe with invert at gage height 82.08 ft. There is a 6-inch diameter iron drain pipe with control 

gate valve in face of dam. Crest of emergency earthen spillway is at gage height 92.0 ft. Original capacity at crest of emergency spillway, 148.2 acre-ft, and outlet pipe, 56.3 acre-ft.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEARS OCTOBER 1960 TO SEPTEMBER 1965

Month

Calendar year 1962. ......................................

Cfs-days

93 a

98 a

1.4

Maximum

.40

Auff

Minimum

0

Mean

.004

..... 0. 10

Runoff in 

acre-feet

2.3

Note.--Outfl rred only on days listed abo
RED RIVER BASIN 537

7-3215. Sandstone Creek subwatershed No. 3 near Elk City, Okla.--Continued

MONTH-END CONTENTS, SURFACE AREA, AND PRECIPITATION, WATER YEARS OCTOBER 1960 TO SEPTEMBER 1965

Date

Dec. 31.............

Calendar year 1960

Sept. 30. ....... .....

Water year 1961...

Dec . 31 .............

Calendar year 1961

Sept. 30.............

Water year 1962...

Dec. 31.............

Calendar year 1962

Water year 1963...

Contents 

(acre-feet)

8.5

-

6.2

-

4.4

-

12.0

-

5.3

-

-

Surface area 

(acres)

2.6

-

2.2

-

2 2

1.9

-

3.1

-

2.0

-

-

Precipitation 

(inches)

1.09

29.08

1 25

2.10

24.31

.38

r 21.62

4.92

26.97

.62

26.52

52

1 QQ

2 46

16.99

Date

Dec . 31 .............

Calendar year 1963

June 30 .... ........

Sept. 30.............

Water year 1964...

Dec . 31 .............

Calendar year 1964

Sept. 30.............

Water year 1965...

Contents 

(acre-feet)

3.3

-

3.3

-

6.1

-

9.2

-

Surface area 

(acres)

1.7

-

1.7

-

2.2

-

2.7

-

Precipitation 

( inches )

.28

15.79

1 95

nn

ft .

4 23

1.86

18.43

.68

25.61

1 59

5.76

29.22
RED RIVER BASIN

V-3220. Sandstone Creek subwatershed No. 9 near Elk City, Okla.

Location. --Lat 35°29'40", long 99°32'00", in NW-^PW^ sec. 28, T.12 N. , F.22 W. , near center of upstream 

side of dam on unnamed tributary of East Branch Sandstone Creek, 7.5 miles northeast of Berlin and 

9 miles northwest of Elk City.

Drainage area. 3.50 sq mi, of which 0.3V sq mi is probably noncontributing.

Records available. October 1953 to September 19R5. Prior to October 19PO monthly discharge and "ontents only, published in WSP 1731.

Gage.--Water-stage recorder and recording rain gage. Datum of gage is 1,864.85 ft above mean sea 

level, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge. 14 years, 0.08 cfs (58 acre-ft per year).

Extremes.--Maximum outflow and inflow (average for 5-minute interval), in cubic feet per second, for 

the water years 1961-65 are contained in the following table:

Water

year

1961

1962

1963

1964

1965

Maximum outflow

Date

July 6, 1961

Aug. 1, 1962

_

_

-

Discharge

17

.50

0

0

0

Maximum inflow

Date

June 4,

May 20,

Aug. 13,

June 14,

-

1961

1962

19S3

1964

Discharge

755

a 314

241

~

1951-65: Maximum outflow, IV cfs May 86, 1959, July 6, 1961; maxiiruir gage height, 81.30 ft 

May 26, 1959; no outflow for most of time. Maximum inflow known, 1,910 cfs (average for 5-minute 

interval) May 25, 1959.

Remarks.--Records good. Peak inflow rates are determined for short intervals of time on basis of 

outflow and change in reservoir contents, adjusted for rainfall on reservoir surface during time 

of peak inflow. Reservoir is formed by earth dam; storage began in March 1951. Outlet structure 

is the open end of a 15-inch concrete pipe in an encasement of trashra"ks and retaining wall at 

gage height 71.94 ft. There is a 6-inch diameter iron drain pipe with gate valve in face of flam. 

Crest of emergency earthen spillway is at gage height 92.0 ft. Original capacity at crest of 

emergency spillway, 1,250 acre-ft, and at outlet pipe, 252 aore-ft.

DISCHARGE, IN CUBIC FEET PER SECOND, WVTER YEARS OCTOBER 1°60 TO SEPTEMPiSF 1965

July 6, 1961...... 6.4 July 12, 1961...... 9.3 Jv

Month

calendar year 1962. . .....................................

ly IS, 1 C 61

Cfs-dajrs

1.40

Maxim, 

. 40

.'0

Mi», »

0

0

0

0

0

Mean

0 41

.004

.004

I...... 0.10

Runoff in 

acre-feet

294

196

196

2. 3

2.8
RED RIVER BASIN

7-3220. Sandstone Creek subwatershed No. 9 near Elk City, Okla.--Continued

MONTH-END CONTENTS, SURFACE AREA, AND PRECIPITATION, WATER YEARS OCTOBER 1960 TO SEPTEMBER 1965

Date

Dec . 31 .............

Calendar year 1960

Water year 1961...

Dec. 31.............

Calendar year 1961

June 30 .............

Water year 1962...

Dec . 31 .............

Calendar year 1962

Apr . 30 .............

June 30

Water year 1963...

Contents 

(acre-feet)

168

-

112

-

74.7

-

-

139

131

-

-

Surface area 

(acres)

22

-

16

-

12.5

-

-

18.0

-

-

Precipitation 

(inches)

1.45

32.01

1.98

26.40

.39

23.05

5 49

28.49

"

.59

28.54

15.25

Date

Dec . 31 .............

Calendar year 1963

Sept. 30. ............

Water year 1964...

Dec . 31 .............

Calendar year 1964

Water year 1965...

Contents

39 5

34.0

-

16.6

-

31.8

-

0

>u ucrLrea

9.3

-

8

6.3

-

8.7

-

-

Preclplt^tion 

(inches)

.36

14.02

1.62

18.01

.76

23.43

25.93
RED RIVER BASIN

7-3225. East Branch Sandstone Creek near Elk City, Okla.

Location. Lat 35"31'20", long 99"31'48", on south line of sec.9, T.12 N. , R.22 H. , near left bank

 on downstream side of pier of bridge on county road, 7.5 miles northeast of Berlin and 10 miles 

northwest of Elk City.

Drainage area. 23.0 sq mi.

Records available. April 1951 to September 1965. Prior to October 1960 monthly discharge only, published in WHl" 1731.

Gage. Water-stage recorder and sharp-crested weir. Datum of gage is 1,832.06 ft above mean sea 

^level, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge. 14 years, 1.86 cfs (1,350 acre-ft per year).

Extremes. Annual maximum and minimum discharges for the water years 1961-65 are contained in the

 following table:

year

1961 

1962 

1963 

1964 

1965

Date

June 4 1961 

Aug. 1 1962 

June 23 1963 

May 6 1964 

Sept. 19 1965

Maximum

Discharge 

(cfs)

590 

1,080 

460 

265 

659

Gage height 

(feet)

11.00 

13.49 

10.16 

8.75 

11.40

Date

Sept. 10, 1961 

May 19, 31, 1962

At times

Minimum

Discharge 

(cfs)

a 0.90 

a .80 

0 

0 

0

Gage height 

(feet)

i a Minimum daily.

1951-65: Maximum discharge, 1,130 cfs May 25, 1959 (gage height, 13.67 ft), from rating curve 

extended above 500 cfs by logarithmic plotting; no flow at times in most years.

Remarks. Records good except those for winter periods, which are fair. Flow from 18.2 sq mi regulated by 7 flood-retarding reservoirs (combined original capacity, 5,760 acre-ft). Some diversions for irrigation above station.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 196C TO SEPTEMBER 1961

8 

9 

30 

31

TOT AC 

MEAN 

MAX 

WIN

2.8

2.9

2.9

32 

31 

10 

4.9

9.5 

18 

9.8

8.1 

5.8

15

5.8

5.3

5.3

32 

2.5

5.3

5.5

6.0 

6.2 

6.2 

6.2

6.7

7.4

7.4 

4.9

7.1

7.6

8.0 

7.2 

7.0 

7.0

6.0

2.5 

2.7

8.0 

2.5

2.9

3.0

3.2 

3.2 

3.2 

3.2

3.6

3.2

3.4

3.6 

2.5

3.2

3.2

3.2 

3.2 

3.2 

3.2

3.8

 

4.7 

3.0

3.6

4.6

4.8 

5.0 

5.3 

5.5

6.4

6.0 

6.5

7.6

3.4

fc.C 

5.3

4.5

4.9 

5.1 

5.3 

5.3

3.8

2.5

3.4

7.3 

2.5

HAY

5.1

5.3

5.3 

5.1 

4.7 

4.7

18

12 

7.8

2.9 

2.4

18 

2.4

72 

33

22

20 

17 

16 

14

11

10 

10

7.4

72 

1.8

JULY

7.4

20 

22

18

14 

16 

11 

9.1

6.2

6.0 

5.8

2.0 

1.8

22 

1.8

AUG.

.8 

.9

.0 

.2

.9

.2 

.0 

.6 

.6

.6

.3 

.2

1.3 

1.2

2.5 

1.2

SEPT.

1.2 

1.4

1.3 

1.3

.90

1.2

1.6 

1.4 

1.4

1.3

1.2 

1.2

1.3

2.1

.90

HAT YR 1961: TOTAL 2,094.30 MEAN 5.74 AC-FT 4,150
RED RIVER BASIN

7-3225. East Branch Sandstone Creek near Elk City, Okla. Continued

DISCHARGfc, IN CUBIC FEET PER SECOND. WATEJ YEAR OCTOBER 1 36 L TO SEPTFfBEP L°62

1

2

3 

4

5

7 

8 

9 

10

1

3

5

6

7 

8 

9 

U

1 

2 

3 

4 

5

6

7 

8 

9 

0 

L

TO AL 

ME N 

MA 

MIN 

AC-FT

1.3

1.6 

1.2 

1.2

1.4 

1.3

1.5

1.2 

1.2

1.4

1.3

1.3 

1.3

1.3 

1.3

1.3 

1.4 

1.3

1.5 

1.6 

1.5 

2.0 

1.8

42.8 

1.3B

1.2

85

4.4

1.6

1.6

1.8 

2.9

1.6 

1.8

1.8 

1.8

l.b

1.6 

1.6

1.6 

1.6 

1.6

 

55.6 

1.85

l.b 

110

1.6

1.8

2.C

1.5

l.e

2.C 

l.b

1.6 

1.6

1.6 

1.6 

1.6 

1.6

l.a 

l.i

i.%

1.8

53.6 

1.73

1.5 

106

1.6

1.8

1.9

1.8 

1.6

1.2 

1.5

1.5

1.5

1.6 

1.5

1.4 

1.5 

1.8 

2.2

1.7 

1.6

1.6

1.5

48.5 

1.56

1.0 

96

1.5

1.5

1.5

1.6

1.6

1.6

1.6

1.5 

1.6

1.4 

1.5

1.5 

1.5 

1.5 

1.4

1.2 

1.2

41.7 

1.49

1.2

83

.0

 >

.5

1.5 

1.5

1.5 

1.5

1.6 

1.1

2.4 

1.3 

1.2

1.2

1.2 

1.2 

1.2

1.3

44.8 

1.45

1.0

33

1.2

1.3

1.3

1.3

1.?

1.2 

1.2

1.3 

1.4

1.4

1.4 

1.4 

1.3 

1.2

10 

2.2 

1.8

B2.8 

2.76

1.2

164

1.3

1.5

1.4

1.3

1.3

.90

1.0 

1.1

.83

1.2

1.1 

1.0 

1.1

1.2 

1.1 

1.0

.BC

46.20

1.49

.60 

92

4.3

1.5

2.4

1.8 

1.2

1.9 

2.4

1.9 

l.B

2.4

2.0 

1.9 

1.8 

1.6

L.8 

3.7 

2.2

2.0

79.8 

2.66

1.2

158

1.8

1.4

1.3

1.2 

1.2

L.I

3.0

2.2 

L.5

1.3

1.3 

1.3 

1.4 

7.7

l.e

2.2

2.5 

3.0

9.1

71.8 

2.32

1.1

142

se

7.1

6.0

4.0 

3.8 

3.2

2.0 

2.0

.8

.5

.3

.3 

.3 

.2 

.2

.2 

.2 

.2

.2

1.1

165.3 

5.33 

83 

1.1 

328

1.2 

1.2 

1.3 

1.4 

1.4

1.4

1.6 

5.C 

1.6 

1.6

1.4 

24

23 

3.8

2.C

2.6 

2.2 

2.1 

2.1

2.1 

2.1 

2.1 

2.1

 

107.6

3.59 

24 

1.2 

213

-DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1953

2

4

5

6

7

8

9

10 

11

12 

13 

14

15

16

17

18

19

20

21

23

24

26

27

28

29

30

TOTAL

MAX

MIN

2. L

2.2

2.6

2.4

2.1

2. L

2. L

2.1

2.0

2.0

2.0

1.8

2.0

2.0

5.4

7.2

2.8

2.2

2.4

2.6

2.6

2.4

2.4

2.4

77. B

7.2

1.8

2.2

2.2

2.4

2.4

2.1

2.1

2.2

2.4

2.1 

2.2

2.4

2.2

2.2

1.8

2.0

2.0

2.2

;.2

2.2

2.5

2.3

2.1

2.0

2.0

65.3

2.5

1.8

DEC.

2.4

2.4

2.2

2.4

2.4

2.4

2.4

2.4

2.2 

2.2

2.2

2.6

2.6

2.6

3.0

3.0

3.0

2.4

2.6

1.6

2.0

2.0

2.0

2.0

73.9

3.0

1.6

2.0

2.2

2.0

2.1

2.0

2.1

2.2

2.1

1.3 

1.5

1.8

2.0

2.0

2.0

1.6

1.6

2.0

1.4

1.4

1.4

1.4

1.4

1.4

1.4

53.5

2.2

1.3

EAN 2.48

1.8

1.8

1.6

1.8

1.6

1.6

1.8

2.0

1.8 

1.8

L.6

L.a

1.8

2.0

1.8

L.5

1.2

1.4

1.4

1.4

1.5

1.5

 

 

45.7

2.0

1.2

MAX

L.5

L.5

1.4

L.3

1.2

1.4

1.4

1.5

1.4 

1.4

1.4

3.4

3.6

3.8

3.6

3.3

3.4

1.6

1.6

1.3

1.4

1.6

1.6

2.1

58.6

3.8

1.2

8 f

0 C

1.6

1.5

1.5

1.5

1.5

1.5

1.6

l.t

1.3 

1.4

1.2

1.2

1.2

1.6

1.4

1.3

1.2

1.2

1.3

1.4

1.5

1.3

1.2

1.1

43.5

3.3

1.1

[N .BO

[N U

1.1

.90

1.0

.90

.90

.70

.80

.70

.60 

.60 

.60

.60

.50

.20

.20

.80

.30

.70

.60

.50

.40

.30

.40

.20

.BO

20.70

1.1

.20

AC-FT

AC-FT

3.9

.70

1.5

.90

.60

.90

2.2

.60

.10

0

0

0

.50

.70

.20

.10

.90

40

.70

.40

.40

.60

.70

.60

61.30

40

0

1,800

1,030

.30

.10

.10

.10

.10

.10

.10

2.3

.50 

.70 

.20

.20

.20

.10

.10

.10

0

.10

0

0

0

0

0

0

0

7.20

2.3

0

0

0

0

0

0

0

0

0 

0

0 

13 

0

0

0

0

0

0

0

0

Q

0

0

0

0

0

3

13

13

0

0

0

0

0

0

0

0

0

c

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0
RED RIVER BASIN

7-3225. East Branch Sandstone Creek near Elk City, Okla.--Continued

. :.H5.<t,e, If CUBIC FEFT PE& SFCONO, >JATEP YEAR I'CrJBEP 1963 TO SEPTEMBER l^al

1

7

li.

11

12

! »

17

1*

is

22 

23 

24

3C 

31

TOTAL

MAX 

MIN

CAL Y

.

;

f

.K

.1-

;::

196,: T

.1.,

::;

.3C

.7-:

.40 

.4:

.40

r;~;

.ji

.?L

.1C

-TAL 333. 

jTAL U5.«

,4C

. 5o 

.Si.

.41.

.5L 

. 5C

. 50 

.50 

. 60

.ot

.53

.4C

U

3

.60

.50

.60

.51

.«- 

.5 1 ;

.5u 

.4C

.4C

.30 

.40

.7C

.80 

.70 

.60

.to

.61- 

.60

'7?

,5o 

.80 

.30

1EAN .91 

flFAN -51

.5.1

.90

1. d 

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0
RED RIVER BASIN

7-3230. Sandstone Creek near Cheyenne, Okla.

Location. Lat 35°33'10", long 99°31'50", on south line of SE^SH^ sec.34, T.13 N. , R.22 W., near 

left bank on downstream side of pier of bridge on county road, 4.5 miles upstream from Wildcat 

Creek, 9.1 miles southeast of Cheyenne, and at mile 6.0.

Drainage area. 87.1 sq mi, of which 4.0 sq mi is probably noneontributing.

Records available. April 1951 to September 1965. Monthly discharge only for some periods, published in WSP 1731.

Sage.--Water-stage recorder. Datum of gage is 1,795.62 ft above mean sea level, datum of 1929 

("U.S. Soil Conservation Service bench mark).

Average discharge.--14 years, 7.78 cfs (5,630 acre-ft per year).

Extremes.--Annual maximum and minimum discharges for the water years 1961-65 are contained in the 

following table:

year

1961

1963 

1964 

1965

a Mlnln

Date

June 4 1961

June 23 1963 

May 6 1964 

Sept. 19 1965

urn dally

Maximum

Discharge 

(cfs)

1,570

2,150 

960 

1,460

Gage height 

(feet)

10.55

11.45 

8.24 

9.70

Date

Sept. 2, 1961

Aug. 29, 1963 

Aug. 1-13, Sept. 1-14 

Several days

Minimum

Discharge 

(cfs)

a 2.9

.20 

0 

a .20

Gage height 

(feet)

-

-

1951-65: Maximum discharge, 6,360 cfs Apr. 30, 1954 (gage height, 13.64 ft), from rating 

curve extended above 1,200 cfs on basis of slope-area measurement of peak flow; maximum gage 

height, 16.42 ft May 26, 1959; no flow at times in 1951-57, 1964.

Remarks.--Records good except those for winter periods, which are fair. Plow from 65.6 sq mi regulated by 22 flood-retarding reservoirs (combined original capacity, about 21,100 acre-ft). Some 

diversions for irrigation above station.

Revisions (water years). WSF 1711: 1959.

DISCHARGE, IN CUBIC FEET PER SECOND, hATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

I

2

3

4

5

6

7

b

^

10

11

12

13

It

15

16

17

IB

IS

ZC

21

22

23

2-4

25

26

27

2d

2 =

30

31

MEAN 

MAX 

MIN

5.8

5.3

5.3

5.b

5.8

4.8

4.8

4. a

*t.b

4.1

48

233

73

41

33

25

2o

65

41.

29

24

22

19

Ib

68

70

4C

30

25

21

1=

233 

4.1

17

15

14

13

12

12

12

12

12

12

13

14

15

16

17

17

17

17

17

17

15

15

16

17

16

13

13

13

12

12

 

17 

12

2

3

3

3

3

2

2

2

2

5

b

5

5

5

5

4

4

4

4

4

2

1

1

1

2

2

2

2

1

1

3

8

1

2

1

1

1

1

1

1

C

1

1

1

1

1

1

1

C

C

C

C

5.6

1C

11

9.6

9.5

S.O

9.0

8.5

9.0

9.0

9.5

10

8.5

11

11

11

8.7

9.0

9.0

10

12

12

12

13

13

12

11

10

10

10

10

9.3

9.3

11

12

11

10

9.6

9.3

9.0

9.0

 

 

 

8.7

584

B.7

8.7

8.7

8.4

8.4

8.1

7.6

8.7

7.6

7.6

9.3

°. 6

10

9.6

10

0

5

9

7

a

7

4

2

1

1

2

1

0

0

1

8

7.6

7

6

5

5

4

3

3

3

5

3

2

2

1

1

1

0

0

0

1

0

1C

9.3

9.6

10

9.3

9.0

8.4

7.9

8.4

24

 

7.9

710

24

16

14

33

21

15

13

12

12

11

10

10

9.0

9.0

8.4

9.1

60

22

17

14

14

12

8.4

8.1

9.0

8.4

7.3

7.0

6.5

5.8

6.0

5.8

857

5.8

36

20

319

143

129

273

163

133

36

65

60

50

40

35

32

30

26

25

23

22

21

19

20

20

19

19

17

16

15

 

5.8

3,730

12

15

14

16

24

50

57

54

35

30

23

25

19

16

13

11

11

10

9.0

9.0

9.6

9.0

8.7

7.9

7.3

7.1

6.5

6.5

6.3

6.5

6.5

6.3

1,060

.3

.0

.8

.3

.8

.1

.3

.8

.0

.3

.3

.8

.5

.8

.5

.3

.3

.9

.3

.6

.6

.3

.1

.1

.1

.9

.7

.5

.5

.3

.3

.1 

.3

02

SEPT

3.1

2<9

3.1

3.9

3.9

3.9

4.1

3.9

3.5

3.5

3.8

5.2

5.0

4.3

4.3

4.3

4.1

3.9

4.3

5.3

4.8

3.5

3.5

3.9

4.1

4.1

4.1

4.6

4.6

5.8

 

123.3

4.11 

5.8 

2.9

245
RED RIVER BASIN

7-3230. Sandstone Creek near Cheyenne, Okla. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR CCTOBER 1961 TO SEPTEMBER

DAY

1

2 

3

5

6

7 

8 

9 

10

1 

2

3 

4 

5

6 

7 

8 

9 

0

1 

2

3 

4 

5

7

9

0 

1

TO AL 

ME N 

MA 

M1N

OCT.

4.6 

4.3 

4.8

4.1 

4.1 

4.1

4.3

4.3

3.5 

3.5 

3.5 

3.5

3.9

3.7 

4.1

4.3 

4.3

4.8

4.9 

6.3 

6.5

134.4

6.5 

3.5

NOV.

10 

13 

5.5

5.5 

5.8 

5.5 

5.5

5.8

5.5 

5.5 

5.5 

5.8

5.3

5.3 

5.3

5.8 

5.8

5.0

5.3

5.8

13

5.0

sis

5.8

5.5 

5.3

6.3

5.5

5.5 

5.C 

4. 6 

5.C

6.1

6.5 

b.C

5.8

6.0

6.0 

6.C 

7.0

d.l 

4.8

6.5 

7.3 

8.1

8.0 

7.6 

7.1

6.0 

5.2

4.6 

5.0 

5.2 

5.4

6.0

5.8 

5.2

4.8

7.1

6.8 

6.8

6.8

8.4 

4.6

6.8 

6.3 

6.0

8.4

3 

3 

2 

2

1

1 

11 

10

4.1

3.7 

3.7

4.3

3.4

______

13

3.3

3.2

6.5

5.3

4.8 

5.3 

5.J 

4.6 

4.6

3. 5 

3.5 

3.7 

3.7

3.5

3.5 

3.9

3.8

3.5

3.7 

3.0 

3.o

6.5 

3.2

3.4 

3.5 

3.7

3.6 

3.6

3.4 

3.6

3.7

4.1 

3.5 

3.4 

3.4

3.2

3.4 

3.4

17*

12 

1C

174

3.2

7.9

ID 

8.1

5.0 

5.0 

4.3 

4.3 

3.5

3.9 

3.7 

3.7 

3.5

4.1

3.1 

10

5.C

5.0 

51

44 

18

29 

18 

9.3

51

3.C

36 

24 

15

20

29 

15 

2<5 

31, 

36

42 

3C 

2C 

10 

12

5.7 

21 

26 

14

10

5.8 

10

11 

12

8.4 

7.6 

7.6

42

5.7

6.5 

6.0 

5.8 

5.3 

5.3

5.5 

5.3 

5.3 

5.2 

5.2

9.7 

6.0 

4.0 

l.f 

5.2

3.5 

3.1 

2.0 

3.1

3.1

30 

9.4

S.'J 

4.8 

5. 0 

5.0 

5.C 

11

30 

2.4

313 

5, 

30 

21 

15

11

5.3 

8.3 

7.0 

6.0

5.4

5,0

4. a

4.6 

4.4

4.3 

3.7 

3.5 

3.1 

3.1

3.1

3.1 

3.1

3.1

3.1 

2.9 

2.0 

2.8 

2.8

558.8

318 

2.8 

1,110

SEPT.

2.o

2.9

3.;

3.3 

3.7

3.9 

4.1 

It 

4. 8 

4.6

3.5

3.5 

3.1 

3.1 

41

27

30 

7.9 

7.3 

114

25 

15 

13 

12

11

a. 7

7.6 

7.1

44^.8

114 

2.9

878

DISCHARGE, IN CUBIC FEET PER SECOND, hATER YEAR LCTOBER 1962 TO SEPTEMBER 1963

i

3

4

8

12

13

14

15

17 

18

19

20

21

22

24

25

27

2H

MEAN

MAX 

HIN

6.2

6.b

0.5

6.4

b.2

t>.2

5.9

5.b

S.5

5.e

6.5

d.3

25

13

11

b.J

7.7

7.4 

7.1

7.53

5.3

b.2

6.2

5.5

5.5

6.2

6.5

6.2

6.5

T).5

O.IL

3.3

S.L

6.3

8.0

7.4

7.-»

7.7

*.a

d.i

6.3

7.i9

11

11

11

lu

3.5

9.£

9.3

3.3

d.5

B.9

3.0

d.6

8.6

3.6

3.6

8.6

8.5

8.?

 3.2

7.C

7.5

7.7

"

S.d3

11

7.7

6.6

8.9

8.6

£.6

8.6

6.L

5.0

5.0

6.8

6.8 

6.0

5.0

6.0

6.^.

3.0

4.6

4.6

t.6

b.J

"

6.85

8.3

10

10

8.3

7.7

7.1

6.8

6.U

6.0

7.4

7.4

a.o 

a. 3

8.J

7.4

6.0

6.0

6.5

6.8

0.3 

10

 -

7.50

'o

7.i

6.5

b.A

6.5

6.2

6. 2

6.5J

b.5

6.2

6.2

7.t 

7.4

11

12

12

13

5.6

5.h

4.7

5. a

7.10

12

6.2

5.3

4.7

7.1

P. 2

5.6

E.:

5.C

s .c «. c

4.7

5.C

4.7

4.4

4.4

 *

4.i

4.2

4.7

4.2

3.f5. ,-2

3°°

29,

3.9

3.9

3.2

3.4

2.8

2.6

1.5

1.5

1.4

1.4

1.2 

1.2

2.2

2.6

3.6

2.4

3.6

3.4

2. 5 

1.6

4.4

2.5t>

4.4

158

7.4

11

4.2

6.5

3.4

12

3.0

2.9

^.3

2.4

2.2

2.0

1.6

1.5

1,5

1.5

15

8.3

4.2 

3.4

2.3

15.1

322

H98

2.6

2.4

2.0

1.5

1.8

] .6

3.C,

3.6

2.1

1.8

1.6 

1.5

1.5

1.3

1.2

 7?

.oC

.eo 

i.?

.8^

1.33

5.=>

112

 50

.50

.50

.40

.40

.40

.40

23

1.3

.90

.80

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l.l

. 80

.70

,6G

.6C

.30 

.2".

.4f

40.03 

1.2 C>

23

73

SEPT.

.60

.40

.30

.20

.20

.70

.50 .6''

.7:

l.C.9'"

.60 .("-

.8C

.BO

.90

 c o

.60 

.60

.7 1

18.°'' 

.63

1.2

37

AC-FT 7,770
RED RIVER BASIN 

7-3230. Sandstone Creek near Cheyenne, Okla.--Continued

DAY

1 

2 

3 

4

7 

b

lb

11 

U

14

15

16 

17 

Ib 

1- 

2C

22 

23 

24 

25

27

2£

3G 

Jl

MEflN 

MAX 

MIN

. i.

:?

. o

.50

.50

.bo

.%L 

. 90

.0

.1

.1

.2 

.2

4.6

1.5 

1.5

l.t

1.4 

1.4 

1.4

1.7 

1.=

1.6

1.-

i.a

j.i

2.t 

1.3 

1.4

l.c

1.3

^

Iu4

l.b 

l.B

2.6 

2.4

l.b

l.e

Z.C

2.1.

l.e

1.6

2.3 

2.8 

2.8 

i.l

2.9 

2.6 

2.*

2.6 

2.(:

3.1

1.7

2.2

2.0

i.4 

2.2 

2.0 

1.5 

1.4

1.5

1.5 

2.2

2.6

2.C

2.4

2.2 

2.2

2.2 

2.2

2.6 

2.2 

2.9

4.6 

1.3

3.5 

3.1

i:

4.H 

4. 3

1.D

3.3

3.3

3.1 

3.5

2.9

2.9

2.9 

3.1

3.1 

3.7

3.3 

3.1

2.d 

3.1

2.8 

2.6

10 

2.8

2. :

^->

": 

2.4

2.'

" J

1.-

i.-;

2.'--

2.. 

2.^

2.J

2.:

l.i l.i 

l.*

1.3 l;~

i.'

l.=<

i.'

17

^:i

i.2

2.2

l. c 

1.-

l.d

17

1.9

1. .

i. :

152 

11

3. I 

45

13

5.1"

4.2 

J.e,

2.7 

2.2

2.2 

2.2

2.2 

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2.f

13

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1.3

.60 

^.3

41

 *4 

23 

It

9.5

4.7 

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3.1

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1.2

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63

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.51

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a

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 j

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IS

C4L YR 1963: TDT4L 1,588.9] MtAN 4.35 MAX 322 MIN .2C AC-FT 3.15C

DISCHARGE, IN CUBIC FEET PEP SECOND, (sJTFf YE/.R OCTOBER l'=64 TC SEPTEMBER

1 

2

4

6

7

B

10

12

13

14

15

16 

17

19

20

21

22

23

24

25

26

27

28

29

30

MEAN 

MAX 

MIN

. f, u

.4C

.30

.30

.20

.2u

.30

.30

.40

.40

.40

.30

.30

.3:

.40

.40

.40

.80

14

1.4

.50

.40

.40

.30

.63 

14

.20

.30

11

1.6

1.8

.40

.80

l.c

.90

1.2

13

20 

18

3.3 

1.9

1.3

4.0

Z.I

3.1

3.1

2.9

2.3

1.6

2.3

20 

.30

2.9

2.1

2.7

2.7

2.5

4.C

2.?

2.3

2.i

Z.3

Z.C 

3.1

3.3

2.9

2.5

2.5

2.1

2.1

2.3

2.3

2.1

l.C

2.9

Z.<=

3.1

3.3 

2.7

3.1

3.8 

3.5

^.3

3.3

3.3 

3.3

3.5

4.0

3.8

3.1

3.1

Z.5

2.?

2.9

2.5

Z.5

2.0

2.4

Z.5

3.1

4.2

4-. Z

3.3 

3.3

3.3

3.1

3.3 

2.9

2.5

2.0

3.0

4.0

2.9

2.5

2.9

 

_____

2.0

3.3

1.5

:.o

2.3 

2.5

2.5

6. "3 

5.5

4.C

3.1

1.3 

2.5

2.7

2.7

2.7

2.5

2.7

2.7

2.7

2.5

2.7

1.5

Z.=

3.b

5.2

4.5

5.'"

5.'-

4.? 

3.3

Z3

9.8

3.3 

3.1

2.5

?.7

2.7

2.5

2.3

I » Q

1.9

1.8

1.4

1.4

1.4

2.3

2.1

Z.5 

Z.3 

l.B

1.9

1.9

4.0

Z.I

1.3 

l.Z

1.0

1.0

1.3

.90

1.3

.70

.70

.70

.60

.60

.60

104

t.2

is

1J 

5.7

2.=

2.5 

11

3.3

5.7

2.9 

2.1

2. I

11

241

149

65

31

13

13

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.60

6.

4^1

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3.5

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2.7

2.5

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1. J

!.<>

2. I

1.-- 

1.6

.30

.BO

.7C

.7C

 7u

.90

1.4

1.0

1.2

l.U

.OS

.70

l.C

.7-

.5

.»c

I.''

. R" 

.7C

.4"

.20

.2-<

.3". 

.63

3.3 

l.C

1.3

1.6

I £

.73

.3_-

. 20

.30

.50

. 3O

.2?

.c,

.3r

1.0

1.6 

1.2

l.r

1..

!.£ 

l.C

. 91

l.C

^70

22"^ 

7 C

5t

26

15

<J.Z

6.5

5.5

4.6

4.C

3.5

3.1

225

.30

AC-FT 2,360
RED RIVER BASIN

7-3235. Sandstone Creek subwatershed No. 22 near Cheyenne, Okla.

Location. -Lat 35°33'40", long 99°33'00", in SU±W± sec.33, T.13 N., R.2S W. , near center of upstream 

 side of dam on unnamed tributary to Sandstone Creek, 4 miles southwest of Herring and 8 miles 

southeast of Cheyenne.

Drainage area. 2.S5 sq mi.

Records available. October 1952 to September 1965. Prior to October 1960 monthly discharge and con-

 tents only, published in WSP 1731.

Sage.--Water-stage recorder and recording rain gage. Datum of gage is 1,810.94 ft above mean sea 

level, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge.--13 years, no outflow.

Extremes. Maximum outflow and inflow (average for 5-minute interval), in cubic feet per second, for

 the water years 1961-65 are contained in the following table:

Water

1961 

1962

1963

1964

1965

Maximum outflow

Date

-

_

"

Discharge

0 

0

0 

0

Maximum Inflow

Date

June 7, 1962

-

June 24, 1965

Discharge

a 203

1,320

a Maximum determined.

1952-65: No outflow during period. Maximum inflow known, 3,300 cfs (average for 5-minute 

interval) Apr. 29, 1954.

Remarks.--Records poor. Peak inflow rates are determined for short intervals of time on basis of 

 outflow and change in reservoir contents, adjusted for rainfall on reservoir surface during time 

of peak inflow. Reservoir is formed by earth dam; storage began in August 1951. Outlet structure 

is drop inlet with a 12-inch concrete pipe through dam. Crest of emergency earthen spillway is at 

gage height 89.0 ft. Lip of drop inlet is at gage height 78.25 ft. There is a 6-inch diameter 

iron drain pipe with control gate valve in face of dam. Original capacity at crest of emergency 

spillway, 919 acre-ft, and at drop inlet, 379 acre-ft.

MONTH-END CONTENTS, SURFACE AREA, AND PRECIPITATION, WATER YEARS OCTOBER 1960 TO SEPTEMBER 1965

Date

Dec . 31 .............

Caler-lsr year 1960

May 31 .............

Sept. 30........ .....

Water year 1961...

Nov . 30 .............

Dec. 31.. ...........

Calendar year 1961

Feb. 28.... .........

Apr. 30. ............

Water year 1962...

Dec . 31 .............

Calendar year 1962

Feb. 28.. ...........

Water year 1963...

(acre-feet)

37.1

31.8

28. F

-

15.6

13.7

23.6

5.4

-

1.5

-

-

22.6

-

-

area

7.6

7.2

-

3.7

-

2.3

-

-

6.8

-

-

Precipitation 

(Inches)

1.15

25.95

2.39

24.51

.47

21.07

34

27.88

.69

27.49

16.17

Datp

Dec. 31. ........ ...

Calendar year 1963

Sept. 30... ..........

Water year 1964...

Dec. 31.. ...........

Calendar year 1964

Water year 1965...

Contents 

(acre-feet)

0.03

.003

0

-

0

0

0

2.0

7.4

3.5

.20

0

0

-

0

2.3

.90

-

.10

0

0

-

Surface 

area 

(acres)

0.20

J.O

0

-

0

0

0

2.5

4.3

3.1

.so

0

0

-

2.6

1.8

-

.60

20

_

-

Precipitation 

(Inches)

0.47

.94

.32

14.62

.67

2.54

.35

1.24

4.93

3.33

1.57

1.87

18.49

6.14

.77

25.13

.44

32.22
RED RIVER BASIN 54

7-3240. Sandstone Creek subwatsrshed No. 1 near Cheyenne, Okla.

Location. Lat 35°34'00", long 99°30'10", on east line of HE^NE^ seo.35, T.13 N., R.22 W., near 

center of upstream side of dam on Wildcat Creek, 3 miles southeast of Herring and 9.5 miles 

southeast of Cheyenne.

Drainage area. 5.33 sq ml.

Records available.--October 1951 to September 1965. Prior to October 1960 monthly discharge and 

contents only, published In WSP 1731.

Cage. Water-stage recorder and recording rain gage. Datum of gage Is 1,777.20 ft (revised) above 

mean sea level, datum of 1929 (U.S. Soil Conservation Service bench mark).

Average discharge. 14 years, 0.10 cfs (72 acre-ft per year).

Extremes. Maximum outflow and Inflow (average for 5-mlnute Interval), In cubic feet per second, 

for the water years 1961-65 are contained In the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Of

Maximum iiflcw

Date

Aug. 28 to Sept 

Several days

. 3, 1963

1951-65: Maximum outflow, 

time. Maximum inflow known

Remarks. Records good, 

gate -valve openings.

12

, 4

Records of 

Peak inflow

Disc harge

0 

0 

2.5 

2.1 

0

Maximum inflow

Date

June 4 961 

Sept. 20 962 

June 23 963 

May 5 964 

June 4 965

cfs May 26, 1959 (gage height, 81.00 ft); 

,280 cfs (average for 5-minute Interval)

Vis charge

1,590 

2,520 

3,630 

450 

1,600

no outflow for most 

Apr. 18, 1957.

discharge are outflow from reservoir, determined from rated 

rates are determined for short Intervals of time on basis of

outflow and change In reservoir contents, adjusted for rainfall on reservoir surface during time 

of peak Inflow. Reservoir Is formed by earth dam; storage began In May 1951. Outlet structure 

Is an encasement of trashracks and retaining wall connected to an 18-Inch concrete pipe with 

Invert at gage height 78.38 ft. There Is a 6-inch diameter iron drain pipe with control gate 

valve in face of dam. Crest of emergency earthen spillway is at gage height 87.0 ft. Original 

capacity at crest of emergency spillway, 1,557 acre-ft, and at outlet pipe, 730 acre-ft.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEARS OCTOBER 1960 TO SEPTEMBER 1965

Aug. 

Sept.

28, 1963...... 1.3 Sept. 3, 1963...... 1.8 Jan. 28, 1964...... 2.

Month

Gal

Augus

Septe 

Wat 

Cal

Janua 

Febru 

Wat 

Cal

enda

t 19 

mber 

er y 

enda

ry 1

er y 

enda

r year 1960 .......................................

r year 1964. ......................................

Cfs-d

261

8 

6 

15 

15

15 

16 

31 

31

ays

.70

.8 

.8 

.60 

.60

.10 

.8 

.90 

.90

Maximum

2.5

2.5 

2.5 

2.5 

2.5

2.1 

2.1 

2.1 

2.1

Feb.

Minimum

0

0 

0 

0

0

0 

0 

0 

0

3,

Me

0

1964....... 2.

an

.72

.28 

.23

.043 

.043

.49 

.58 

.087 

.087

Runoff i

51

1 

1

3 

3 

6 

6

Note. Outflow occurred only on days listed above.
548 RED RIVER BASIN

7-3240. Sandstone Creek subwatershed No. 1 near Cheyenne, Okla.--Continued

MONTH-END CONTENTS, SURFACE AREA, AND PRECIPITATION, WATER YEARS OCTOBER 1960 TO SEPTEMBER 1965

Date

Dec . 31 .............

Calendar year I960

Sept. 30...... .......

Water year 1961...

Dec . 31 .............

Calendar year 1961

Sept. 30....... ......

Water year 1962...

Oct. 31.............

Dec. 31.......... ...

Calendar year 1962

Feb. 28.............

Apr. 30.............

May 31 .............

June 30 .............

July 31 .............

Sept. 30.. ...........

Water year 1963.. .

Contents 

>cre-feet)

292

-

328

-

263

-

473

-

435

381

-

190

-

Surface area

50

-

53

-

46

-

44

65

-

62

1 58

-

45

37

-

Precipitation 

(inches)

1.08

28.64

2.07

25.82

.90

.31

22.91

.28

5.95

30.48

1.60

.61

29.58

44

1.12

17.34

Date

Dec . 31 .............

Calendar year 1963

Apr. 30.............

June 30 .............

Sept. 30.............

Water year 1964.. .

Oct. 31.. ...........

Calendar year 1964

Sept. 30.............

Water year 1965...

Contents 

(acre-feet)

130

114

-

70.8

39.5

38.6

38.8

73.8

64.3

41.7

41.4

36.2

-

36.2

88.8

71.6

-

59.3

50.6

44.3

36.0

30.2

75.2

49.3

39.0

75.6

-

Surface area 

(acres)

32

28

26

-

19

13

13

13

20

18

14

14

13

-

12

22

20

-

17

16

14

13

12

20

15

13

20

-

Precipitation 

(inches)

0.80

1.02

.32

16.32

.70

2.13

.35

1.71

4.79

3.04

.36

2.55

1.87

19.64

1.86

7.36

.73

27.45

.30

.73

1.44

1.58

1.21

7.39

.25

2.06

5.82

30.71
RED RIVER BASIN

7-3243. Foss Reservoir near Poss, Okla.

Location. Lat 35°32'20", long 99°10'40", in Sf sec.2, T.12 N., R.19 W., near right end of dam on 

WasMta River, 0.5 mile upstream from Oak Creek, 3.5 miles west of Stafford, 6 miles north of Foss 

and at mile 474.4.

Drainage area. 1,496 sq mi.

Records available. February 1961 to September 1965.

Gage. Water-stage recorder. Datum of gage is at mean sea level, datum of 1929 (levels by Bureau of 

Reclamation). Prior to October 1961 , staff gage at same site and datum.

Extremes. Maximums and minimums (contents in acre-feet, elevation in feet), February 1961 to 

September 1965 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

July 25-27, 1961 

Sept. 30, 1962 

June 9, 1963 

Oct. 1, 1963 

Sept. 30, 1965

Contents

34,040 

66,910 

83,680 

77,570 

92,690

Elevation

1,608.9 

1,620.10 

1,624.40 

1,622.90 

1,626.51

Minimum

Date

Oct. 28, 1961 

Oct. 1, 1962 

Sept. 30, 1964 

Oct. 24, 1964

Contents

33,420 

66,910 

68,750 

67,280

Elevation

l,608.6.j 

1,620. 1C 

1,620.60 

1,620.20

1961-65: Maximum contents, 92,690 acre-ft Sept. 30, 1965 (elevation, 1,626.51 ft).

Remarks.--Reservoir is formed by an earth dam. Storage began Feb. 13, 1961. Capacity, 436,500 

acre-ft at elevation 1,668.6 ft (crest of drop inlet) and 256,100 acre-ft at elevation 

1,652.0 ft (conservation pool). Dead storage, 12,420 acre-ft below elevation 1,597.2 ft (sill 

of gated outlet). Reservoir is designed for flood control, municipal water supply (inactive), 

and irrigation release. Figures given herein represent total contents. Revised capacity table 

used after Sept. 30, 1964. Records of chemical analyses for the water years 1964-65 are published in reports of the Geological Survey.

Cooperation.--Elevations and capacity table furnished by Bureau of Reclamation.

MONTH-END ELEVATION AND CONTENTS, FEBRUARY 1961 TO SEPTEMBER 1965

Date

Oct. 31, 1960....... 

Nov . 30 ............. 

Dec. 31.............

Calendar year 1960

Apr. 30. ............

June 30 .............

July 31 .............

Aug . 31 .............

Sept. 30......... .....

Oct. 31.. ...........

Nov . 30 .............

Dec. 31.............

Calendar year 1961 

Jan. 31, 1962.......

Feb. 28.. ...........

Apr . 30 .............

June 30 ............. 

July 31 ............. 

Aug . 31 .............

Sept. 30. ............

Water year 1962...

Oct. 31........ ..... 

Nov . 30 ............. 

Dec . 31 .............

Calendar year 1962

June 30 .............

Aug . 31 .............

Water year 1963...

Elevation 

(feet)t

1,586.50 

1,593.40 

1,597.20 

1,599.60 

1,608.1 

1,608.8 

1 , 608 . 6 

1,608.8

-

1,608.8 

1,609.6 

1,610.1

-

1,610.7

1,611.3 

1,611.7 

1,612.7 

1,613.1 

1,616.2 

1,617.4 

1,618.2 

1,620.1

-

1,620.60 

1,621.10 

1,621.60

-

1,622.00 

1,622.80 

1,623.40 

1,623.50 

1,624.20 

1,624.05 

1,623.80 

1,623.00 

1,622.90

-

Contents 

(acre-feet)

3,055 

7,869 

12,410 

15,900 

32,200 

33,810 

33,350 

33,810

-

33j810 

35,700 

36,890

-

38,370

39,890 

40,920 

43,580 

44,660 

53,760 

57,590 

60,250 

66,910

-

68,750 

70,600 

72,510

-

74,030 

77,180 

79,590 

79,990 

82,850 

82,230 

81,210 

77,970 

77,570

-

Change in 

contents 

(acre-feet)

+4,814 

+4,541 

+3,490 

+16,300 

+1,610 

-460 

+460

+30,755

0 

+1,890 

+1,190

-

+1,480

+1,520 

+1,030 

+2,660 

+1,080 

+9,100 

+3,830 

+2,660 

+6, 660

+33,100

+1,840 

+1,850 

+1,910

+35 , 620

+1,520 

+3,150 

+2,410 

+400 

+2,860 

-620 

-1,020 

-3,240

-400

+10,660

Date

Oct. 31, 1963....... 

Nov . 30 .............

Calendar year 1963

Mar 31 " " ' ' ' ' ' '

Water year 1964...

Dec. 31.. ...........

Calendar year 1964 

Jan. 31, 1965.......

Feb. 28.. ...........

June 30............. 

July 31 .............

AUK 3^

Sept. 30..... ........

Water year 1965...

Elevation 

(feet)t

1,622.40 

1,622.10

1,621.90 

1.622.3O 

1,622.10 

1,622.20 

1,622.50 

1,622.50 

1,621.70 

1,620.90 

1,620.60

-

1,620.34 

1,622.20 

1,622.40

-

1,622.60 

1,622.69 

1,623.00 

1,623.40 

1,623.40 

1,625.80 

1,625.40 

1,624.90 

1,626.50

-

Contents 

(acre-feet)

75,610 

74,430

73,650 

75,210 

74,430 

74,820 

76,000 

76,000 

72,890 

69,860 

68,750

-

67,800 

74,830 

75,610

-

76,400 

76, 750 

77,980 

79,590 

79,590 

89,600 

87,880 

85,770 

92,650

-

Change in 

(acre-fee-^

-1,960 

-1,180

+1,520

-380 

+1,560 

-780 

+390 

+1,180 

0 

-3,110 

-3,030 

-1,110

-8,820

-960 

+7,030 

+780

+1,580

+79U 

+350 

+1,230 

+1,610 

0 

+10,01.0 

-1,720 

-2,110 

+6,880

+23,890

t Elevation at 0800 hours. 

Note. --New capacity table put in use Oct. 1, 1964. 

Contents on Sept. 30, 1964, from new capacity table, 

68,760 acre-ft.
550 RED RIVER BASIN

7-3244. Washita River near Foss, nkla.

Location. Lat 35°32'SO", long 99°10'10", In SWrSWir sec.l, T. 12 N. , R. 19 W. , on left bank on down-

 stream side of pile bent of county highway bridge, 0.4 mile downstream from Oak Creek, 0.9 mile

downstream from Foss Dam, 2.5 miles west of Stafford, 6 miles north of FOBS, and at mile 473.5.

Drainage area. 1,551 sq mi.

Records available . March 1956 to April 1957, February to December 1958, July 1961 to September

ISEF;

Gage.--Water-stage recorder. Altitude of gage is 1,560 ft (from preliminary survey by Topographic 

Division).

Extremes. Annual maximum and minimum discharges for July 1961 to September 1965 are contained in 

the following table:

year

1962 

1963 

1964 

1965

Date

June 9 1962 

Mar. 30 1963 

May 10 1964 

Sept. 21 1965

Maximum

Discharge 

(cfs)

725 

770 

184 

552 

463

Gage height 

(feet)

a 11.0 

11.28 

6.46 

9.79 

9.05

Date

Sept. 2, 1961 

Several days 

Sept. 5-10, 1963 

Several days 

Oct. 23, 1964

Minimum

Discharge 

(era)

b 2.0 

.40 

c .10 

c .10 

c .10

Gage height 

(feet)

: a From f loodmarlca.

b Minimum daily for period July to September 1961.

c Minimum daily,

1956-57, 1958, 1961-65: Maximum discharge, 14,000 cfs Apr. 19, 1957 (gage height, 20.40 ft), 

from rating curve extended above 3,600 cfs on basis of velocity-area study; no flow at times in 

1956.

Flood in May 1959 reached a stage of 23.4 ft, from floodmark (discharge not determined).

Remarks. Records good except those for winter periods, which are fair. Except for 55 sq mi intervening area, flow completely regulated since 1961 by Foss Reservoir (see station 7-3243).

DISCHARGE, IN CUBIC FEET PER SECOND, JULY TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

23

30

31

TOTAL

ME/IN

MAX

WIN

AC-FT

OCT. NGV.

______

DEC. JAN. FEB.

 _ 

 

_____

MAR. APR.

 

MAY JUNE

_____

JULY

10

9.0

8.5

8.5

8.0

7.5

7.5

7.1

6.5

6.5

140

16C

25

13

10

9.4

8.1

7.1

6.6

6.3

6.3

6.8

6.6

6.1

5. "t

4.P

4.3

4.5

4.3

4.1

3.°

522.7

16.3

160

1.'

1.G40

AUG.

3.7

3.5

3.5

3.7

3.3

3.5

3.3

3.1

2.<>

2.5

2.5

22

39

16

5.3

4.1

3.5

3.5

3.9

3.7

3.3

3.3

3.1

3.1

2.9

2.7

2.5

2.5

2.5

2.5

2.4

167.3

5.40

39

2.4

332

SEPT.

2.4

2.0

2.2

2.9

2.5

2.5

3.1

2.9

2.5

2.4

2.4

13

9.5

3.5

2.9

2.7

2.5

2.7

2.=)

2.4

2,2

64

9.6

3.1

2.7

2.5

2.4

2.4

11

_____

169.3

5.64

64

2.C

336

Note. Ho gage-height rd July 1-13.
RED RIVER BASIN 

7-3244. Washita River near Foss, Okla.--Continued

551

1

2

3

4

5

6 

7

 i 

10

11

12

13

1*

16

17

ia

19

22

23

25

26

28 

29

30

ME AM

MAX

MIN

AC-FT

4.8

3.3

3.1

Z. 5

2.7

2.7

26

6.0

5.0

60

20

2.6

2.5

2.5

2.2

2.2

2.0

1.9

1.9

2.0

6.23

60

I. 9

383

62

454

43

5.4

6.1

4.8

3.7

3.5

J.3

2.9

3.5

14

5.5

4.B

4.5

4.3

4.5

 4.3

4.3

4.1

23.2

454

2.9

1.3SO

4.1

4.1

4.1

4.3

4.1

4.3

4.3

4.1

3.B

3.b

4.5

5.0

5.0

4.B

3.9

3.5

3.3

3.5

3.5

3.3

3.96

5.0

3.3

244

3.3

3.5

3.5

3.5

3.5

3.3

<L.8

2.6

3.0

3.2

3.6

3.9

3.9

3.8

3.6

3.2

3.6

4.1

4.3

2.5

3.35

4.3

2.5

206

2.9

2.5

2.5

2.7

2.7

2.7

2.9

2.5

2.5

2.5

2.5

2.5

2.7

2.5

2.5

2.7

2.9

3.1

3.1

3.0

2.73

3.1

2.5

152

3.3

3.3

3.1

2.7

2.7

2.7

3.1

2.7

2.7

2.7

2.9

3.3

2.3

2.9

2.S,

2.5

2.4

2.4

2.4

2.2

2.74

3.3

2.2

16B

2.1

2.2

2.4

2.5

2.7

3.?

2.7

2.?

2.5

2.7

2.7

2.0

2.0

2.0

2.2

2.0

2.0

2.2

2.4

13

3.18

13

l.S

18=

3.3

2.7

2.4

2.C

2.C1

1.9

1.3

1.3

1.3

l.C

1.0

.90

.90

.9C

.90

1.2

.60

32

222

7.8

5.0

10.6

222

.40

655

10

9.7

12

7.1

'"

1 6

r

4 4

7

1 2

8

6

3

0

9.1

3.8

5.C

4.3

2B

17

IB

12

41.5

464

4.3

2,470

11

a. 7

B. 3

H.4

' * 

o.l

&. e

4.1 

3.*

3.1

26

10

5.0

2.=>

2.4

!.« 

1.6

1.3

1.0

11

6.6

4. B

3.9

5.83

26

l.C

358

133

?r

3.n

5.3

3.5

2.5 

2.^

1.3 

l.C

.90

.80

.80

.83

o-

.83

.BO

.80

.70

.70

.70

.70

.65

.50

6.47

139

.40

39B

.40

,5C'

.60

.6f

.7',

.8f. 

.80

2.C 

1.4

1.2

.90

.80

.6C

60

93

15

It

6.6

5.3

3.8

3.4

3.C

2.8

9.34

93

.4C

556

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

4

5

6

7

8

9

10

11 

12

13 

14

15

16

17

18

19

20

21

22

23

24

25

27 

28

29

30

MEAN 

MAX

KIN

OCT.

3.0

3.0

3.0

5.0

7.0

5.0

4.4

3.8

3.4

3.2 

2.B

2.4

2.4

2.4

2.4

2.4

11

24

10

5.0

4.6

4.0

3.8

3.4 

3.2

3.0

2.8

24

2.4

NOV.

2.B

2.8

2.B

2.9

2.9

2.8

2.6

2.8

2.9

2.B

2. A

2.8

3.1

3.3

4.9

3.3

3.1

3.1

2.9

2.8

2.B

2.9

11 

7.5

6.5

5.1

30

2.6

DEC.

4.4

4.8

3.7

3.1

3.1

2.9

2.9

2.9

2.9

2.9

3.1

3.1

2.9

2.9

2.9

2.9

2.9

2.8

2.8

2.8

2.9

3.1

2.8 2.-;

2.9

2.9

4.8

2.8

JAN.

2.9

2.9

3.1

3.1

2.9

2.9

2.9

2.9

2.9

2.4

2.0

2.2

2.4

2.8

2.8

2.8

2.4

2.2

2.0

2.0

2.0

2.0

2.6 

3.0

3.6

3.6

3.6

1.8

FEB.

3.5

^3

2.9

2.9

2.8

2.6

2.3

2.3

2.4

2.4

2.0

2.0

2.2

2.2

2.2

2.2

2.0

2.0

2.3

2.2

2.0

2.0

2.0 

2.0

 

 

4.4

2.0

MAR.

2.2

2.2

2.4

2.3

2.3

2.4

2.4

2.4

2.6

2.3

2.2

2.2

2.3

2.2

2.2

2.0

2.7

2.3

1.9

1.9

1.9

1.8

1.9 

2.0

1.9

64

64

l.U

APR.

4.6

3.7

3.1

3.5

3.9

3.3

3.1

2.9

2.8

2.6

2.B

2.B

2.1

3.2

2.7

3.3

2.0

1.9

1.8

1.8

2.0

2.3

2.4

2.0

1.5

1.3

4.6

1.3

MAY

1.3

1.4

1.2

34

9.2

4.B

3.9

3.7

3.1

2.8

2.6

2.3

2.2

2.2

1.9

5.5

2.2

1.9

1.6

1.9

1.9

1.5

.90 

.70

.70

8.6

34

.70

JUNE

37

2.9

2.3

1.9

1.9

1.6

5.8

11

1.8

1.4

1.1 

1.2

1.1

1.0

1.1

1.2

.00

.70

.70

.60

.90

. BO

.60

.50 

.40

.30

.30

37

.30

JULY

.20

.20

.2C

.20

.20

.2C

21

13

6.B

5.0

11

45

1.5

l.'ft

1.1

.40

.30

.2C

.20

1.0

5.1

10

o.O

6.2 

6.2

5.9

45

.20

AUG.

5.6

5.9

5.9

5.6

5.6

5.6

5.6

5.4

5.1

5.1 

5.1

4.8

4.8

4.8

5.1

5.4

5.4

5.4

5.1

4.4

3.7

2.0

.20

6.1

11 

6.2

5.5

12

.20

SEPT.

7.6

.40

.20

.10

.10

.10

.10

.10

.10

35 

33

2.2 

.90

1.0

1C

2.5

1.3

1.0

.90

.70

.60

460

.40

1.0

.4C 

.40

.40

.30

3. 40

35

.1C

MIN .40 AC-FT 5,890
EED RIVER BASIN 

7-3244. Washita River near Foss, Okla.--Continued

I. 4 lr

I

7

11

14

i7

16

..1

2-

27

£ >

TGI-lL 

McAN

.Mlti

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1.5

1.4 

l.i

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1.3

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l.»

LI

1.3

i.;

l.C

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l.u

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1.3

1.6

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1.15

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1.2

1.2

1.8

4.* 

1.8

1.3

1.2 

1.2

1.3 

1.4

1.2

1.2

1.2

1.3

1.2 

1.2

1.2

1.2

1.74

1.2

l.J

1. 1

1.1 

l.l,

i.;

i.j

1.3

1.4

1.6

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2.J

1.*

l.f

1.5 

l.t

1.6

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1.47

1.-

l.t

1.5

1.5

1.4

l.i

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1.1

5.1 

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15

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£ *

7.93

l.u

l.i

1.0

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1.3

1.5

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2^

14

12

11

10

10

6.5

5.6 

4.6

3.7 

5.5

18.4

.7?

2.4

2.2

2.C

1.9 

1.5

l.u

?.?

1.8

7.6

2.5

"<6

3.9

2.3

5.5

2.0

5.2 

4.1

3.87

l.P

1.^

.70

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.20

3.1 

3.3

1.8

2.0

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2.9

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28

11.5

.20

117

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31

23 

27

41

41 

46

46

29

1.6

115

.30

.20

.2}

.20

.20 

.20

.20 

.20

2=1. 7

.20

SEPT

.H

.20

.20

.2f

.20

.50

.20 

.30

.20

.2C

7.7

.-40

.30

.20

.20 

.30

.30 

.30

14. 9C 

.50

.20

AC-FT 4.780

*

7

<;

U

li

\elt

17

iH

1 ,

21

22

 ^

25

2o

:i

ji

TuTAL

MAX

M1N

j

 '<-

"<:

.'la

.20

.2'

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 "

. j<J

 ^

4.7

1.5

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4

7. J

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3.5

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2.1

I-3

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^

_-»

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-1

,b

* J

ii2

7,3

 j. r

111

 *-'

^rd

o.S

5.2

3.0

4 "

7.8

7.1

7.1

o.E

o.t

e.6

-».5

5.6

6.t

u .5

0.5

0. 5

0.5

6.2

b.s

5.9

1^.7

T.fr

t.5

5."=

5.0

5.6

5.6

*'.l

5.0

5.4

5. ^

3.0

5.H

5.1

5.1

% 4

5.4

5.1

4.8

S.O

5.9

5.6

4.8

4.8 

4.8

Icil.G

t.O

4. 8

4.8

4.S

4.U

4.6

4.6

4.0

4.6

4.6

4.6

4.6

4.3

4.3

4.1

4.1

4.1

4.1

4.1

3.5

3.5

t.l

4.1

121.2

-..«

3.0

4.1

4.1

4.1

4.4

4.4

5.4

7. !.

5.*-

3.5

0. '

8. 3

7.1

7. i

7. =

8.1

7. H

7.1

7.5

7.1

6.3

3.1

8.-

3.1

3.3

2. ~

2.4

2.1

12

24

=>.5

2.7

15

P.T

i(_" .6

e.6

5.6

5.4

5.1

4.8

5.6

5.6

5.6 

4.1

2*7.7

7C

2.1

6.6

5.4

5.1

4.8

4.6

4.6

4.6

4. t

5.6

4.6

4.1

4.1

3.9

3.9

3.9

3.5

4.3

3.5

3.5

3.3

2. ) 

2.9

2.9 

132.6

6.6

2.9

2.9

5.1

17C

12

6.2

5.4

5.1

5.4

4C

16

32

15

13

12

11

26

15

16

50

23

11

8.1 

6.5

58-. C

170

2. ;

5.4

5.1

5.1

4.3

8.1

t.2

5.0

4.1

3.7

3.5

2.9

2.3

2.C

4.4

2.6

8.5

8.5

8.5

8.9

8.°

9.6

10 

206.2

16

2.0

11

1.6

1.3

1.1

2.6

5.'-

5.4

4.6

3.0

1.2

1.3

1.2

1.1

.qn

i.r

1.0

13

12

5.6

4.6

4.7

5.9 

5.6 

4.8

123. CO

13

.80

4.6

4.6

4.4

41

15

5.9

5.6

5.6

5.4

5.4

4.4

8.2

17

30f<"

155

2C1

65

42

31

26

23

21

9f)9.r

2C1

4.4

AC-FT 6.-51C
RED RIVER BASIN 553

7-3245. Barnitz Creek near Arapaho, Okla.

Location. Lat 35°34'50", long 99°02'35", in NEijNEi sec. 30, T.13 N., R.17 W. , on right bank on down- 

 stream side of bridge on county road, 0.5 mile downstream from confluence of East and West 

Barnitz Creeks, 4.5 miles west of Arapaho, and at mile 6.0.

Drainage area. 243 sq mi.

Records available. --September 1945 to December 1963 (discontinued). Monthly discharge only for some 

periods, published in WSP 1311.

Gage . Water-stage recorder. Datum of gage is 1,529.12 ft above mean sea level, unadjusted (Bureau 

of Reclamation bench mark) .

Average discharge. 18 years, 14.6 cfs (10,570 acre-ft per year).

Extremes. --Annual maximum and minimum discharges for October 1960 to December 1963 are contained in 

the following table:

Water 

year

1961 

1962

1964

Maximum

Date

Sepb.23, 1961 

Sepb.16, 1962 

Mar. 30, 1963

Oct. 20, 1963

Discharge

(ofB)

1,110 

1,150 

1,710

11

Oage height 

(feet)

16.26

16.53 

18.50

Minimum

Date

Sept. 3-11, 1961 

May 28, 29, 1962 

At times

Discharge 

(cfs)

0

a .50 

0

Qage height 

(feet)

-

a Minimum daily.

1945-63: Maximum discharge, 7,700 cfs May 16, 1951, from rating curve extended above 

2,000 cfs on basis of field estimate of peak flow; maximum gage height, 20.8 ft Apr. 8, 1947, 

from floodmark; no flow at times in most years.

Remarks. Records good. Plow from about 75 percent of the drainage area is regulated by numerous 

flood-retarding structures.

Revisions (water years). WSP 1211: 1957, drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR CCTOB6R 1960 TO SEPTEMBER 1961

1

3 

4 

5

7

10

11

12 

13 

1-.

15

ie 

17 

la

2t

21 

2^

23

24 

15

26 

27

2d

30 

3L

TOTAL

MEAN 

MAX 

WIN

14 

13 

12

12 

 *.S

S.e.

7.5

7.U 

IS 

45 

1C 

14

4.7

63 

21

14 

11 

3.9

! _ 

17

6.a

t>.2 

7.^ 

7.3

14.6 

ii

5.1 

5.1 

4.7 

4.4 

4.2

4.3 

4.t

4.4

6.7

6.9

8.6

a.c

7.5

7.J 

6.7

0.1

6.8

7.5 

7.3 

7.^ 

7.5

7.3

7.3 

5. 1

3.9

5.B 

5.9 

5.9 

6.4

5.8 

5.7

9.2 

10

8.4 

8.8

a. is

7.3 

7.3 

7.3 

7.5

6.5 

5.7 

6.U 

5.S 

6.3

5.9 

5.7

b.B

10

6.8 

6.4 

5.8 

5.2

6.2

12

12 

12 

11

10

6.3

5.8 

5.8 

5.6 

5.5

5. i.

5.0 

5.2 

6.0 

6.0

7.0

8.0 

1C 

12

12

13 

12 

10 

7.0

8.5

11 

14 

13 

10 

9.5

9.2 

13 

9.8

8.0

7.7 

8.2 

8.2 

7.5 

6.8

6.5

n"i"

14

5.5 

5.9 

5.5 

5.8

5.3

4.5

5.3 

5.3 

5.5 

5.0 

5.0

6.3 

2

2 

3

2 

2 

0 

9.2 

9.0

9.2

9.2 

8.4 

8.2

1*

3C 

24

15 

13

9.4

1L 

16 

It12 

9.8 

9.8 

12 

11

1C 

1! 

1C 

1C

5.2

5.5 

E.7

5.5 

5.C

4.9

11 

12

12

30

12 

8.8 

6.9 

7.6

48 

38 

33

29 

25 

20 

17 

13

13 

9.0 

8.8 

B.C 

6.8

5.S 

5.0 

4.1 

3.4 

3.2

3.2

2.9 

2.5 

2.4

216

1.7 

2.4 

17

252

167

171

108 

72

53 

43 

3° 

138

84

42 

34 

30 

26 

24

22 

19 

17 

16 

18

14 

12 

10 

8.8 

7.9

382

7.3 

9.6 

9.2 

5.6

4.1

3.5 

3.7 

3.3

5.5

36 

5.0 

3.2 

2.8

2.7 

2.4 

1.8 

l.C

.30

.60 

3.2 

2.5 

1.3 

.60

.10 

.10 

.10 

.10 

.10 

.10

36 

.10

.10 

.10 

.1C 

.10 

.10

.10

.10 

.10 

.10

.10 

1.2 

1.6 

.60 

.10

.10 

.10 

.10 

1.6 

24

10 

6.4 

4.2 

2.8 

2.0

1.6 

1.1 

.90 

.40 

.10 

.10

24 

.10 

119

.10 

.10 

C

0 

0

0

C 

0 

0

0 

.40 

8.4 

8.2 

5.2

.3 

.1 

.7 

.4

1 

1 

140 

19 

1

1

.0 

.6 

.2 

8.2

191

0 

948
RED RIVER BASIN

7-3245. Barnitz Creek near Arapaho, Okla.--Continued

DISCHARGE, IN CUBIC FtET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3

5

6 

7

10

1

2

3

4

5

6

7

8

9

C 

1

2

3 

4

6

7

«

9

ME N 

MA

MIN

8.0

a. 9

S.8

11

12 

14

17

20

2C

20

126

18

9.5

6.4

5.8

6.2 

6.4

7.0 

7.6

8.0

7.9 

8.2

8.3 

8.8

8.4

8.6

V.S 11

14.6 

126

3.3

158

252

45

28

24 

£2

16 

15

15

14

13

13

18

23

17

15 

14

14 

12

11

10 

11

12

12

12

12

11

11

252

I'J

11

11

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11

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6.5

6.8

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8.6

8.8

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6.5

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11

15

1=.

2C

Ib

17

16

20

5.5

12

12

11

9.6

8.9

10 

9.5

9.0

8.8

8.9

8.3

8.2

8.2

9.2

11

7.5

8.2

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7.3

7.2

7.5

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-----

12

6.9

5.5

5.5

8.5

8.8

8.0

3.6

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8.0

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7.5

6.9

6.7

6.4

6.1

6.1

7.6

8.0

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6.9

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6.4

5.5

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7 "io9

4.5

4.2

4.1

4.3

4.2

 i.O

7.7

8.8

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°*8

c .5

^.5

£

3

2

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6.5

7.7

7.2

12

21

2C

13

21

3.8

8.0

7.3

6.5

6.8

7.0

5.C

5.1

5.1

5.0

5.3

6.2

5.8

5.5

5.1

3.6

2.0

1.8

.80

 6C

.5C

.50

5.9

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.50

1.6

4.3

52

3.5

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47

102

67

51

28

15

14

11

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5.5

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5.0

110 

65

40

5 t

3(

26

lie

1.6

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17

14

9.7

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3.9

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13

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1.4

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^

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3«

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.to

33.,

267

126

7 0

55 

43

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24

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17

16

16

15

14

11

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6.8

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5.9

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330

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2.6

2.4

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d. r

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m

6(7

183

IH^»

140 

126

113

1C1 

<=3

'1

f-6

c c

47

42

2,235.=

667

2.4

CliCHARGEi IN CUBIC FtET PER SECOND, WATER YEAP OCTOBER 1962 TO SfcPTEMEER

1

2

3

4

5

a

7

b

5

10

11

12

13

14

15

16

17

xfc

i;

if

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2l

25

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29

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31

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MEAN

MINI

35

33

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il

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22

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lo

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1

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0

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12

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68

64

64

51

44

38

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33

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20

31

24

23

22

1 =

17

16

15

14

13

12

12

12

13

14

14

13

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 S3

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IN 0

9.4

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11

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AC-FT

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65

20

 =.8

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6.6

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65

0

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t

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r,

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12

£.6

5.C1

3.6

2.4

.80

.40

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3.6

4.8

4.4

3.7

2.5

.80

152

.ir
RED RIVER BASIN

7-3245. Barnitz Creek near Arapaho, Okla. Continued

DISCHARGE, IH CUBIC FEET PER SECOND, OCTOBER TO DECEMBER 1963

i

2

j

44

5

fc

7

8

s

1C

1

2

3

4

5

6

7

0

0

1

2

3

4

5

7

8

~

1

TO AL

ME N

MA

MIN

AC-FT

.5 1.'

. Av.

.3L

. £.<J

.20

.10

.1 j

j

u

''

u

r

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o

G

0

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"

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l.V

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.10

3

0

> 

0

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3.3J

.27

2.9

n

16

a

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c

2.5

l.fl

i. ^

.OK

.30

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.1C

L

0

Q

0

£.3

h. 3

e.l

5.5

5.2

5.3

E.5

5.2

4. 4

3.7

" ~

65. 4C

Z.ib

b.3

(;

1 JO

TAL ,,o7

b.2

5.8

6.6

7.0

7.C

7.9

9.4

8.6

o.4

3.6

B.C.

o.O

5.5

5.C

4.C

3.L

3.C

2.t

3.4

4. c

4. 7

5.2

5.2

5.6

6.1

6.3

6.4

0.4

6.3

181.4

5.b5

y .4

2.6

1EAN MAX

IN C 

(IN

AL-FT 

&C-FT

7,;-ct
RED RIVER BASIN

7-3250. Washita River near Clinton, Okla.

Location. Lat 35°31'50", long 98°58'00", In SW^NE^ sec.11, T.12 N., R.17 W., on downstream side of

 pier of bridge on U.S. Highway 183, 0.5 mile north of Clinton, 0.8 mile upstream from Beaver 

Creek, 4.8 miles downstream from Barnltz Creek, and at mile 447.4.

Drainage area. 1,977 sq ml.

Records available. October 1935 to September 1965. Monthly discharge only for some periods, publlshed In WiiF 1311.

Gage. Water-stage recorder. Datum of gage Is 1,467.60 ft above mean sea level, datum of 1929.

 Prior to Feb. 7, 1939, wire-weight gage and Feb. 7, 1939, to Mar. 25, 1940, water-stage recorder, 

at same site and datum. Mar. 26 to May 13, 1940, staff gage at site 75 ft upstream at same 

datum. May 14, 1940, to Mar. 18, 1941, wire-weight gage at railway bridge 1 mile downstream at 

datum 4.55 ft lower.

Average discharge. 30 years, 132 ofs (95,560 acre-ft per year).

Extremes. Annual maximum and minimum discharges for the water years 1961-65 are contained In the 

following table:

361 

962 

363

965

Date

June 5, 1361 

Sept. 17, 1362 

Mar. 30, 1363

June 22, 1365

Maximum

Discharge 

(ofs)

3,600 

7,760 

1,310

3,450

Gage height 

(feet)

17.53 

24.3 

13.58

18.03

M

Date

Aug. 3, 11, 1961 

May 24, 1962 

Aug. 9, 1963

Oct. 13, 1364

.nimum dally

Discharge 

(cfs)

7.3

8.2 

.40

1.5

Gage height 

(feet)

-

-

1935-65: Maximum discharge, 66,800 May 16, 1951 (gage height, 31.09 ft), from rating curve 

extended above 7,900 cfs by contracted-opening measurement of peak flow; no flow at times In 

1952-56, 1964.

Maximum stage known, 33.9 ft Apr. 3, 4, 1934, from floodmarks.

Remarks. Records good. Flow regulated since February 1961 by Foss Reservoir (see station 7-3243) 

and by numerous flood-retarding structures. Records of chemical analyses for the water year 

1963 are published In reports of the Geological Survey.

Revisions. HSP 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PEP SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2 

3 

4 

5

6 

7 

8 

<i

10

11 

12

13

16 

17 

18

20

22

23 

2* 

25

28 

29 

30 

31

MAX 

HIN 

AC-FT

38

31 

31 

31

25 

25 

25 

2*

34 

639

681

628

580 

1,460

75*

653 

568 

418 

520

364 

271 

219 

i74

1,460 

24,580

150

129 

1Z3

1C5 

1J4 

97 

S7

96 

 38 

103

107

104 

104

100

98

95

93

100

87 

86

150 

6,230

97

96

100

100 

100 

95 

103

108 

114 

110

110 

114 

109

114

101 

J7

98

97

95 

102

6,310

02

02

02

96 

91 

91 

98

98 

96 

94

88 

87

83

78

70 

73

45

70 

80

5,040

80

107 

118

74

69 

76 

89

110 

129 

111

37 

36

32

36 

36

27

3,550

28

33 

31

22 

40 

28 

24

26

26

23 

35

50

48 

44 

43

38

67 

71

2.290

76 

78 

56 

44

33 

34 

52

58

4* 

34

32 

31

29 

37

32

29

34

2,290

34 

28 

25 

30

103 

83 

68 

58

51 

48

29 

30

34

28

23 

21

18 

16

2,820

16 

16 

103 

997

859 

934 

462 

240

170 

135

151 

122

101 

87

66 

59

42

16,460

38 

36 

34 

32

28 

26 

25 

26

24

23 

327

38 

32 

28 

26 

23

29 

31

10 

8.0 

8.4

8.0 

2,370

8.7 

S.I 

7.3 

11

14 

15 

11 

16 

11

7.3 

9.5

22 

19 

11 

177 

63

26 

21

14

9.8 

9.4 

8.7

7.3

1,580

8.7 

3.7 

7.6 

11

11

9.8 

12 

11

9.8

9.8 

15

17 

15 

14 

13 

16

15 

127

21

18

7.6 

3,240
RED RIVER BASIN 

7-3250. Washita River near Clinton, Okla.--Continued

1

3

7

6

It

11 

Id

11

15

17

IB 

13 

2t,

22

2* 

25

26 

27

28 

29 

3i,

«E«N 

MAX 

M1N

23

IS

15

15 

15 

37 

74

t7

3*6

47

3!. 

26 

23 

21

19

18 

17

17

18

23

39b 

15

CliCHA

27t

^7

74 

70

63

5i

4f.

bl

54

51

48

41 

41

42

4J

-.1

41

42

41 

4i

43

4C 

34

ie

45

3- 

34

34

32 

32 

32

34

26 

20

45 

26

28 

23

31

2b 

34 

32

26 

24

28

23 

30

32

31 

30 

28 

24

24 

23 

24 

26

23

38 

33

38

23

36

35

27 

27

28 

28

23 

28 

27

27

2

2

2

2 

2

23 

24

IIIIII

37

27

24 

24 

24

24 

24

25 

2i

22

21 

23

24

12 

23

23

21

27

21

YEAR CCT

1

23 

23 

Z3

?8

29 

23

23

22

22

23 

22

21

19 

19

40 

32

45 

li

IN 8.2

22

21

2^.

i:

17 

11

14 

13

12

12

12 

12 

12 

11

12 

5.S 

8.2 

14

445 

111

47 

28

445

8.2

AC-FT

53 

59 

61

72

309 

149 

140 

1,660 

665

327 

241 

UO

77

68

53 

53

53 

62

65

23B

198 

144

136

83 

74

1,660 

53

53,220

62

56

50

38

35

30

24

21

20 

24 

30

17

16 

14 

12 

10

30 

13 

24

27 

2C

17 

17

13

888

114

1C

517 

446 

159

94

72 

61 

51 

44 

38

33 

28 

26

25

20 

13 

17 

16

15 

14 

12 

12

10

3.2

9.5

<».2 

8.6

1,953.7

517

6.6

?1

13

13 

14

99 

63

35

27 

23 

21

27

3,960 

578 

43 L 

276

2C3 

161 

1413 

127

1C9

<=9

9C 

73

7,606.6

254 

3, =60 

8.4

DISCHARGfc, IN CUBIC FEfcT PER SECUND, WATER YEAR OCTOBER 1962 TO SEPTEMBER

1

3

4

, 7

10

1L

12

13

14

15

16

17

18 

1-.

2& 

2L

22

24

25

26

27

28

2^

3U

MAX 

MIN

o4

63

53

67

55

44

42

4u

38

33

34

32

30

25

34

403 

134

64

44

43

40

38

35

34

32

29

Jl

J9

29

32

32

32

34

35

33

34

33

36

36

36

3=

38

37

38

37

2C5

93

52

43

38

29

37

55

51

41

38

33

32

33

3C

31

34

32

32

31

34

32

3i.

36

3i.

32

34

36

36

34

"

34

33

32

32

35

36

37

30

22

24

24

24

26

26

26

24

24

26

28

26

28

26

26

26

22

2«

30

32

34

34

33

32

30

28

28

29

27

26

29

31

23

28

28

30

28

29

31

 

_____

26

27

27

28

28

27

29

2°

32

33

?3

30

29

29

28

r

22

21

23

24

22

22

21

23

406

21

96

68

64

53

48

40

38

36

33

31

30

29

30

27

26

21

L9

19

23

24

26

26

22

18

18

16

16

15

43

25

17

18

L4

11

9.1

12

28

14

1C

7.8

29

16

14

14

14

10

7.4

5.8

12

5.8

79

83

75

27

21

108

59

35

27

35

25

18

14

13

12

10 

8.6

7.8

13

10

9.1

6.6

5.8

4.8

4.6

4.6

3.7

3.5

3.1

2.3

2.2

5.0

16

98

54

38

122

62

23

12

7.0 

4.3

3.3 

3.1

2.9

1.2

1.0

1.7

2.C

1.8

2.5

4.8

-

L.O

2.4

1.8

1.8

1.6

1.6

.40

6.2

4.8

4.3

54

36

7.8

4.3

5.8

5.5 

5.2

4.8 

3.3

4.0

2.5

1.8

1.6

1.3

2.3

3.5

4.6

.40

4C6

22

11

5.5

4.0

4.0

6.6

112

403

43

21

10

26

46

27 

14

10 

8.6

8.C

6.2

7.0

12

7.0

5.8

4.C

3.7

1,323.9

3.7

AC-FT 48,460
RED RIVER BASIN

7-3250. Washita River near Clinton, Okla . Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

2

3

5

6

7

8

*i

10

11

12

13

14

16

17

18

15

2u

21

22

23

24

25

Z6

27

28

25)

30

31

MEAN 

MAX 

MIN

AC-FT

OCT.

3.4

3.1

2.8

2.6

2.8

3.0

2.8

2.6

2.1

2.1

<!. I/

2.G

1.7

1.9

1.7

1.7

1.7

23

31

5.3

3.7

3.1

2. i

2.3

2.5

2.2

2.1

2.2

2.2

31 

1.7

255

NCV.

2.6

3.

3.

2.

2.

3.

3.

4.

3.

3.

3.

4.

4.

5.

5.

6.

6.

5.

6.

4.

4.

* 

4.

4.

4.

4.

4.

6.8

252

DEC.

4.9

5.3 

5.5

5.8

6.C

6.7

5.3

5.3

5.8

4.2

4.6

3.8

4.C

4.4

4.6

5.0

0.5

6.0

5.0

4.0

3.4

6.0

3.0

9.2

7.8

8.6

7.2

7.0

7.2

9.2

349

JAN.

7.0 

7.0

6.3 

6.0

t. 2

fc.8

6.8

6.8

5.0

5.0

4.0

4.0

4.7

4.9

6.8

7.8

7.5

8.3

6.B

9.5

8.9

8.6

3.0

7.8

7.8

7.2

7.2

7.2

7.5

O.6

9.5 

4.0

421

FEB.

8.6 

10

10 

32

45

33

21

13

14

13

13

13

13

12

12

12

11

11

10

9.8

10

11

11

10

9.2

9.8

11

11

_____

45

8.6

MAR.

1

0

0

0

9.8

8.6

8.6

9.5

9.8

9.8

9.8

9.5

9.8

7.5 

7.8

8.3

8.6

5.5

9.5

9.5

9.5

9.5

10

11

11

10

11

9.8

10

9.3

11 

7.5

APR.

1

1 

1

1

1

1

1

1

1

1

1

1

' .8

1

10

8

3

2

1

1

1

1

18

5

2

1

1

1

187

8.3

MAY

10

8.0

7.5

6.5

248

241

82

51

330

567

85

46

38

31 

28

24

21

20

20

19

17

15

12

11

9.8

8.9

9.2

38

236 

94

567

JUNE

45 

25

17

36

77

30

14

10

8.3

11

9.S

17

131 

150

307

195

81

46

30

22

15

17

25

16

9.8

10

9.5

8.G

6.5

307 

6.5

JULY

6.2 

5.4

4.4 

3.4

3.C

2.6

2.2

2.0

1.9

1.7

.80

.70

.70

.60

.60

.40

.40

.50

.40

.30

.30

.20

.10

.10

.10

0

0

0

0

91 

121

8.10 

121

0

AUG.

107 

96 

90

73

37

23

13

20

36

31

26

34

35

35

26

2.0

817

398

115

66

41

31

22

15

13

11

8.9

7.2

6.0 

S.O

74.1 

817 

2.0

SEPT.

4.6 

4.2 

4.3

3.7

3.4

4.8

3.?

2.6

2,2

2.4

2.0

2.0

1.9

1.7

4.0

5.1

5.1

4.7

3.7

20

31

13

8.3

6.5

5.3

4.7

5.1

5.3

5.8

4.9

5.87 

31 

1.7

AC-FT 17,030

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 196S

1

2

3

4

5

6

7

8

^

10

11

12

13

14

16

17

IS

19

20

21

23

24

25

ib

27

2d

M

30

MEAN 

MAX 

MIN

4.

3.<

4.

3.

2.

2.

2.

2.4

2.

2.

2.

2.

2.

2.

2.

2.

1.

1.

1,

3.

4.

6.

32

29

23

20

22

21

32 

1.5

2*

25

58

511

692

532

192

115

84

55

45

40

35

34

412

370

32o

173

122

102

85

79

72

67

63

55

50

46

052

46

48

52

42

38

40

41

55

48

49

51

51

46

44

51

44

26

36

38

40

41

41

38

36

34

37

38

35

55

38

36

33

34

34

33

33

33

34

32

30

32

31

31

30

30

30

30

30

30

30

28

28

28

26

26

28

26

38

28

24

22

26

26

28

28

25

28

30

30

28

28

28

30

28

28

28

28

28

26

16

24

30

28

28

__ . 

 

28

28

29

28

29

28

28

29

26

26

28

36

38

36

35

38

36

37

28

31

31

30

30

30

30

30

28

28

26

28

29

34

28

24

23

23

207

510

90

45

32

463

150

100

70

41

39

36

34

32

31

31

33

31

31

28

26

28

26

26

26

25

22

53

67

49

33

26

30

43

33

27

24

28

27

27

22

23

22

21

18

17

17

19

13

13

32

563

2*3

85

38

24

14

8.6

5.8

5.1

271

183

272

103

60

34

26

623

177

89

132

235

141

77

46

34

S.I

26

24

22

18

15

14

38

35

26

20

17

13

12

«.8

9.5

9.5

6.6

5.1

4.5

5.1

5.8

3.5

3.0

8.3

7.2

9.9

9.1

6.0

3.0

10

12

11

4.2

2.6

2.3

2.4

3.1

5.5

6.0

4.0

3.8

3.8

3.6

8.9

5.8

3.6

2.8

6.7

9.7

22

14

7.2

4.9

3.9

3.2

3.5

2.8

2.3

2.9

2.4

3.5

3.9

3.9

65

102

26

12

8.3

7.5

7.2

6.2

5.1

4.5

10

31

267

820

1,670

196

141

102

76

60

54

51

80

141

2.4

HAT YR 1965: TOTAL 22,257.4 MEAN 61.0 MAX 1,670 MIN 1.5 AC-FT 44,150
RED RIVER BASIN

7-3255. Washita River at Carnegie, Okla.

Location. Lat 35°07'00", long 98°33'50", in NW^NWi sec.3, T.7 N., R.13 W., on downstream side of

 right pier of bridge on State Highway 9, 1,300 ft upstream from Running Creek, 2.7 miles east of 

Carnegie, and at mile 353.9. Records Include flow of Running Creek.

Drainage area.--3,129 sq mi, includes that of Running Creek. 

Records available.--October 1937 to September 1965.

Gage --Water-stage recorder. Datum of gage is 1,249.23 ft above mean sea level, datum of 1929.

 Prior to October 1942, water-stage recorder at site 8 miles upstream at datum 24.57 ft higher.

Average discharge. 28 years, 304 cfs (220,100 acre-ft per year).

Extremes. Haximums and mlnimums (discharge in cubic feet per second, gage height in feet). 

Annual minimum discharge (*) and peak discharges above base (3,000 cfs), water yea

Date

Oct. 20, 1960

Oct. 27, 1960 

June 9, 1961 

Sept. 13, 1961

Oct. 12, 1961

Time

1900

0930 

1300 

1930

oion

Discharge

4,730

3,110 

3,030 

* 5,740

3,110

Gage

height

16.56

13.34 

12.78 

18.83

13.31

Date

Nov. 4, 1961

June 11, 1962 

Sept. 20, 1962

June 24, 1963

Time

2300

0600 

1400

1800

Discharge

5,730

* 6,300 

4, 200

* 2,510

Gage 

height

18.35

19.52 

15.60

11.79

Date

Aug. 19, 1964

Nov. 7, 1964 

Sept. 22, 1965

Time

2200

0830 

0030

Discharge

* 2,750

5, 500 

* 17,400

Gage

height

12.38

18.10 

23.47

di s charge, wate

Water year

1961

1962

1963

Date

Oct. 10, 11, 1960

Aug. 31, 1962

Aug. 5, 9, 1963

Discharge

a 43

38

a 12

Water year

1964

1965

Date

July 20 to Aug. 2, Aug. 13, 1964

Sept. 17, 1965

Discharge

0

7.0

a Minimum dally.

1937-65: Maximum discharge, 50,000 cfs May 18, 1949 (gage height. 26.21 ft), from rating curve 

extended above 35,500 cfs on basis of contracted-opening measurement of peak flow; no flow at 

times in 1956, 1964.

Maximum stage known, about 29 ft May 23, 1903, at former site and datum, from information by 

local resident (flood of May 18, 1949, reached a stage of 20.9 ft, from floodmark, site and datum 

then in use).

Remarks.--Records good. Some diversion above station for irrigation. Prior to May 1949, occasional 

fluctuation caused by powerplant at Carnegie, 7.5 miles above station. Since Feb. 13, 1961, some 

regulation by Foss Reservoir (see station 7-3243), and by numerous flood-detention structures. 

Records of chemical analyses and water temperatures for the water years 1361-65 are published in 

reports of the Geological Survey.

Revisions (water years).--WSP 1087: 1938. WSP 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PEP SECOND, WATFfi YEAR OCTOBER 1960 TC SEPTEMBER 1961

DAY

1

7

id

li

12 

li

15

18

L=i

tl

2i 

27

/a

2S

mx

MIN 

At.- FT

OCT.

as

«,!

51

41/1 

2 , 54 ,

67 .

533

£,J7- 

4, ^4:

67:

2,u9C

2,630 

13i 

61 

514

5B,3b-.

NbV.

-^

23-

232

2Z5

?<L5

225 

JIB

tlt 

21.

2 r

^i'

2^

5,f. 

! », i', 1 '

DEC.

15U

184

182

2 1C

£25 

±25

*. B

2 2

2J2

;i/

lit

l^C 

1=14 

194 

134

l?,21C

JAN.

195

192

174 

177 

179

186 

18C

170 

L65 

163

155 

153

152 

151 

15' 

134 

135

1C.5CO

FEB.

179

18J

2C2

218

232 

184

152 

14-t 

144

176

158 

152 

14o

9.T3J

MAR.

135

1:1

lid 

113

in

1'. 9

14? 

1S2 

2-2

1E2

lf-2

l>id 

151

m

151

15o

.. -

APR.

225 

21C

Itr 

In5 

1S5

135 

13<1

iatt

127

125

12 5 

121

114

111

107

K5 

135 

1J"

t>,E4:

MAY

146 

117

116 

102

<H

7?. 

71

477 

311

16C

165

131

123

125

125 

123 

l?-i 

11 « 

117

3,330

JUNF

111 

Ml

574

3 = b

32r,

J 72

=.0 =

328

?8<:

24°

21.

18- 

17o

1,72^ 

1,'7 '

3^4

322

ill

45,2fl n

JULY

451 

281

11?

I2f,

11:

in:

113

if

t7 

f>5'

627 

37'

J',3

ID 3

14 =

1 ?4

B7 

1', '1C

AUG.

<)& 

113

151

U5 

147 

131

2'7

145 

Z.lr,: 

1,47~

243 

173

I?''

113

d3 

PI

7? 

1 6 t 2 6 J

SFPT.

SI 

I6S

l r l

*iS 

OU4 

5.15C

1.41C 

^44

47 r 

4?ft 

1J2

245

241

?.20f

7=5

31:

Ifit

16 =

733

65 

43,63"

AC-FT 27C.5CC
RED RIVER BASIN

7-3255. Washita River at Carnegie, Okla .--Continued

OISCHAk'jfc, I'l CUBIC FEET PER SECOND, WATLB YtAR OCTOBER 1961 TL SEPTEMBER

1

2

j

5

6

7

10 

11

15

16

I; 

2U

22 

23 

24

26 

27 

28 

2=1 

30 

31

TOTAL 

MEAN 

MAX 

MIN

CAL Yfc

156

12S 

Hi

957

210

169 

162

155 

152 

151 

148 

148 

342

13,045

421

103

745

Z.86C

380

303 

295

235

271 

263 

255 

248

23,203

248

24L

24C

218

21S 

210

196 

1B9 

189 

182

181

181

181

178

156 

Io2

178 

182 

182 

181

168

117

EAN 375

163

158 

151

138

136 

135 

132

132

130

128

MAX 5

123 

1=2

13f

115

117 

114

112 

110

1C 2

1,2

,240 >

M

113

111

107 

106

105 

137

IN 65 

IN 41

196

80 

76

68 

64

252 

417

AC- FT

311

1,480

l. car

287 

255 

248

520

271,200

232

147

104

fc* 

111

116

56

1,430 

148

178

232

134

1CP 

02

PI

63

51 

51

41

90

SEPT.

9~ 

8 =

120

6^8

1,150

3.7"-

5B r

37,7-,

DISCHARGE, IN CUBIC FEET PER SECOND, WATEH YFAR OCTOBER 1962 TO SEPTEMBER 1963

2 

3

4 

5

7 

8

10 

11

13 

14

15

17 

18 

19

20 

21

24 

25

26

28

31

MEAN 

MAX

MIN

232 

225 

225 

225

248 

232

189

164 

158

140 

142 

146

828 

2,190

320 

263

248

356

225

2,190 

140

182 

175 

169 

165

155 

155

148

143

136 

140

147 

146

137 

135

138

398

 

398 

135

271 

2=15

232

160

160

155

132

135 

132

128

122 

118

118

113

123

295 

112

123 

124 

123

122 

122

123

87

110 

100

90

80 

90

90

129

130

80

138 

135 

135

135 

132

131

129

130 

129

130

126

125

138

129 

134 

174

138

124

125

123

124

113 

112

102

94

93

97

225

225 

189 

175

167 

163

14o

126 

122

107 

104

98

114

123

___

660

IN 12

93 

00 

98

146

105

90 

83

79 

78

71

66 

46

59

87

60

68

146

AC- FT

Ifll

146 

142

131

168

2f 4

165 

151

81

65

57

228

116

85

1,990

104,000

t 3 

62 

5=1 

52

41

36 

9 =

74

342

132

89

53 

48

36 

32

26

27 

27

342

14 

17 

15

12

14

13

14

13

6C 

83

44

55

39

29 

26

9 

8

8 

8

9

83

SEPT.

12 1 

222 

119

34

21 

IS

30 

36 

224

52

 ill 

317

119

7S

"5

4?

44

42 

41

30

608 

It
RED RIVER BASIN

7-3255. Washlta River at Carnegie, Okla.--Continued

DISCHARGE, IN CUB[C FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

2 

3 

4

6

8 

 3

11 

12

15

17

18 

19

20 

21

22 

23

25

28 

29 

30

31

MAX 

MIN

35 

34 

32

27

22 

22

19

18 

18 

19

172

104

41 

36

30

172

18

29

30

30

31

31 

20

32

30 

31 

46

50

63

33

74 

29

31 

32

33

35

39

18

22 

24 

22

24

45

51

50

52 

18

48 

46 

44

45 

45

52

28

4O 

49 

50

49

44

42

51

54 

24

51 

52 

89

239

84

67

60 

59 

58

56

55

54

489 

51

53 

53 

51

49

50 

SO

48

48 

49

52

51

n

50

50

55

48

48 

49 

54

50 

46

44

46 

45

42

40 

86

158

67

62

81

266 

40

54 

50 

47

414 

367

239

1.280 

1,920

150

100 

87

74

60

53

48

544

1,920 

41

111

134 

108

87

92 

94

78

73 

67

64 

614

786 

311

104

62

53

40

_____

786 

36

30 

25 

23

1<!

15 

13

7.6

6.3 

4.5

3.0 

2.5

.50 

.40

C

0 

0

0

0

0

33

0

0 

8.2

1

8

4 

3

15

5.2

.70

3.8 

15

126 

1,170

1.720

282 

218

135

70

57

2,610

0

4

3

2

2

2 

2 

2

1

2 

2

2 

3

4 

5

4

31 

44

43 

22

9 

73

569 

200

569 

18

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1 

2

4

5

6

7

9 

10

11 

12

14

17 

18 

19

21 

22

25 

26

29 

30 

31

MAX 

MIN

35

28

24

23

28

59

39

102

400

1,830

520

289

242

5,340

199

153

L72

158

144 

142

220

130

124

130

122

116 

114

141

 113

126

112

104

~~

12B

108

136

108

99

136

97

100 

121

306

602

215

118

-J2

100

90

87 

84

181 

122

212

133 

117

98

84

B5 

425

304 

162

562 

306

134 

99

560

328 

214

172 

146

__±

85

172

150

124 

115

112

1O7

97 

85

56

40 

38

39 

33

23

27

172 

21

26 

20

12

9.1

10 

12

249

438

51 

51

46

49

50 

41

40

25

438 

9.1

24 

21

20 

17

16 

15

33

33

10 

8.0

7.5 

8.0 

214

2,930 

12.800

1,270 

889

520

1,588 

14,100 

7.5
RED RIVER EASIN

7-3259. Port Cobb Reservoir near Port Cobb, Okla.

Location. Lat 35°09'30", long 98°27'40", In SE-jj sec.21, T.8 N. , R.12 ¥. , In control house at right 

center of dam on Cobb Creek, 4 miles northwest of Port Cobb and at mile 7.5.

Drainage area. 304 sq ml.

Records available.--March 1959 to September 1965.

Gage.--Water-stage recorder. Datum of gage Is at mean sea level, datum of 1929 (levels by Bureau of 

Reclamation). Prior to October 1961, nonreeording gage at same datum.

Extremes. Maximums and mlnlmums (contents In acre-feet, elevation In feet) for the water years 

1961-65 are contained In the following table:

Water 

year

1961

1962 

1963 

1964 

1965

Maximum

Date

Sept. 30, 1961 

June 12, 1962 

June 24, 1963 

May 12, 1964 

Sept. 26, 1965

Contents

64,390 

83,320 

83,620 

82,570 

102,600

Elevation

1,338.1 

1,342.78 

1,342.85 

1,342.62 

1,347.10

Minimum

Date

Oct. 9, 1960 

Oct. 8, 1961 

Sept. 1, 1963 

Aug. 14, 1964 

Sept. 18, 1965

Contents

39,350 

64,890 

75,030 

72,200 

73,430

Elevation

1,329.9 

1,338.05 

1,340.74 

1,340.03 

1,340.35

1959-65: Maximum contents, 102,600 acre-ft Sept. 26, 1965 (elevation, 1,347.10 ft); minimum 

since conservation pool was first filled, 72,200 acre-ft Aug. 14, 1964 (elevation, 1,340.03 ft).

Remarks. Reservoir is formed by an earth dam. Storage began Mar. 30, 1959. Conservation pool was 

FirEft filled in June, 1962. Capacity, 143,700 acre-ft at elevation 1,354.8 ft (crest of drop 

inlet), 80,010 acre-ft at elevation 1,342.0 ft (conservation pool), and 1,664 acre-ft at elevation 1,300.0 ft (crest of gated outlet). Reservoir is used for flood control, diversions for 

municipal and industrial water supply, and irrigation releases (see table below). Figures given 

herein represent total contents. Revised capacity table used since May 1, 1964.

Cooperation. Elevations, capacity table, and data on diversions furnished by Bureau of Reclamation 

to Sept. 30, 1963, and by Port Cobb Reservoir Master Conservancy District thereafter.

MONTH-END DIVERSION, WATER YEARS OCTOBER 1960 TO SEPTEMBER 1965

Month

November...............

Calendar year 1960...

March ..................

Water year 1961......

Calendar year 1S61...

Water year 1962 ......

Diversion In 

acre- feet

3

0

0

0

0

0

;

1U2

1°3

1,630

Month

Calendar year 1962 . . .

March..................

April .................. 

May. ...................

June ...................

September ..............

Water year 1963......

Calendar year 1963...

Water year 1964... .. .

Diversion In 

acre-feet

112

122

1,890

155

202

220

2,220

2,380

2,420

Month

November.... ...........

Calendar year 1964...

March ..................

May........... .........

June ...................

September. .............

Water year 1965......

Diversion In 

acre- feet

153 

114

127

2,2BO

159

182

219

2,130
RED RIVER BASIN

7-3259. Port Cobb Reservoir near Port Cobb, Okla. Continued

MONTH-END ELEVATION AMD CONTENTS, WATER YEARS OCTOBER 1960 TO SEPTEMBER IS

Date

Dec . 31 .............

Calendar year 1960

Sept. 30.............

Water year 1961...

Dec . 31 .............

Calendar year 1961

Sept. 30.............

Water year 1962...

dot . 31 ............. 

Nov . 30 ............. 

Dec . 31 .............

Calendar year 1962 

Jan. 31, 1963.......

June 30... ..........

Water year 1963...

Elevation 

(feet)t

1,332.60 

1,333.10 

1,333.80

-

1,334.00 

1,334.65

1,335.38 

1,335.50 

1,336.5 

1,336.9 

1,336.6 

1,338.1

-

1,338.5 

1,339.7 

1,340.2

-

1,340.8 

1,340.9 

1,341.4 

1,341.4 

1,342.1 

1,341.7

1,341.4

-

1,341.50 

1,341.65 

1,342.00

1,342.24 

1,342-05 

1.34S 00 

1.342 04 

1,341 85 

1,342 04 

1,341 54 

1,340.74 

1,341.00

-

Contents 

(acre-feet)

46,640 

48,090 

50,180

-

50,780 

52,800

55,130 

55,520 

58,830 

60,180 

59,170 

64,390

-

66

71,000 

72,920

-

75,260 

75,660 

77,650 

77,650 

80,500 

78,860

77,650

-

78,060 

78,660 

80,090

81,070 

80,290 

80,090 

80,25O 

79,470 

80,250 

78,220 

75,030 

76,060

-

Change in 

(acre -feet)

+ 7,220 

+1,450 

+2,090

+20,230

+600 

+2,020

+490 

+390 

+3,310 

+1,350 

-1,010 

+5.22O

+24,970

+4,480 

+1,920

+22,060

+1,170 

+400 

+1,990 

0 

+2,850 

-1,640

+1 , 200

+12,580

+410 

+600 

+1,430

+980 

-780 

-200 

+160 

-780 

+780 

-2,030 

-3,190 

+1,030

-1,590

Date

Dec. 31....... ......

Calendar year 1963 

Jan. 31, 1964.......

Sept. 30.............

Water year 1964...

Dec . 31 .............

Calendar year 1964 

Jan. 31, 1965.......

Sept. 30..... ........

Water year 1965...

Elevation 

(feet)t

1,340.80 

1,340.80 

1,340.90

-

1,341.18 

1,341.80 

1,341.97 

1,341.93 

1,342.16 

1,341.75 

1,340.86 

1,340.67 

1,340.83

-

1,341.80 

1,341.97

-

1,342.17 

1,342.03 

1,341.99 

1,341.93 

1,342.17 

1,341.98 

1,341.25 

1,340.75 

1,345.31

-

65

Contents 

(acre-feet)

75,260 

75,260 

75,660

-

76.770 

79,270 

79,960 

79,800 

80,660 

78,990 

75,430 

74,680 

75,310

-

79,190 

79,880

' - .

80,710 

80,130 

79,970 

79,720 

81,710 

79,930 

76,970 

75,000 

94,310

-

Change in 

contents 

(acre-feet)

-800 

0 

+400

-4,430

+1,110 

+2,500 

+690 

-160 

+940 

-1,670 

-3,560 

-750 

+630

-670

+4,630 

+690

+4,220

+830 

-580 

-160 

-250 

+1,990 

-1,780 

-2,960 

-1,970 

+19,310

+19,000

t Elevation at 0800 hours. 

Note. New capacity table put in use Oct. 1, 1960. 

Contents on Sept. 30, I960, from new capacity table, 

39,420 aere-ft. Change in contents for October 1960,

capacity table. New 

1961. Contents on Se 

table, 65,070 acre-ft 

ber 1961, calendar ye 

from ne-« capacity tab 

use May 1, 1964. Con 

capaclt; tatle, 79,72 

for Way 1964 a^ J watf

capacity table put in use Oct. 1, 

3t. 30, 1961, from new capacity 

. Change in contents for Ootoar 1961, and water year 1962, 

le. New capacity table put in 

bents on Apr. 30, 1964, from new 

D acre-ft. Change in contents 

r year 1964 are bas<"-' ^- new
RED RIVER BASIN

7-3260. Cobb Creek near Fort Cobb, OKI a. 

(Formerly published as Pond Creek near Port Cobb)

Location Lat 35°08'15", long 98°25'45", in HW^SEt sec. 26, T.8 N. , R.12 ¥. , on left bank 100 ft

 downstream from bridge on State Highway 146, 2.0 miles downstream from Port Cobb Dam, 2.7 miles 

north of Fort Cobb, and at mile 5.0.

Drainage area. 319 sq mi.

Records available. October 1939 to September 1965. Monthly discharge only for some periods, pub-

 lished in WSP 1311. Prior to October- 1960, published as Pond Creek near Fort Cobb.

Sage. Water-stage recorder. Datum of gage is 1,252.57 ft above mean sea level, datum of 1929 (lev-

 els by Bureau of Reclamation). Prior- to Aug. 30, 1940, wire-weight gage at bridge 100 ft upstream 

at same datum.

Average discharge. 26 years, 39.9 cfs (28,890 acre-ft per year).

Extremes . Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961 

1962 

1963 

1964 

1965

Date

Sept. 13 1961 

June 13 1962 

June 26 27, 1963 

May 14 1964 

Sept. 29 1965

Maximum

Discharge 

(cfs)

370 

740 

538 

356 

1,260

Gage height 

(feet)

6.62 

10.00 

b 8.67 

7.24 

13.14

Date

Oct. 7, 1960 

Mar. 15, 1962 

Aug. 24, 25, 1963 

Several days 

Sept. 15, 16, 1965

Minimum

Discharge 

(cfs)

a 1.1 

2.1 

.90 

a 2.0 

a 1.4

Gage height 

Tfeet)

~-

. Minimum daily, 

b Occurred June 27, 1963.

1939-65- Maximum discharge, 35,000 cfs May 17, 1949 (gage height, 18.72 ft, from high watermark in gage well), from rating curve extended above 4,300 cfs on basis of contracted-opening 

measurements at gage heights 16.62, 17.58, and 18.72 ft; minimum daily, 0.2 cfs Sept. 20, 24-28,

Flood of June 15, 1937, reached a stage of 19.3 ft, from information by local resident.

Remarks. Records good. Flow regulated since Mar. 30, 1959, by Fort Cobb Reservoir (see station 

 7^3^59). Records of chemical analyses for the period October 1962 to August 1963 are published 

in reports of the Geological Survey.

Revisions. WSP 1241: Drainage area.

DISCHARGE. IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

3 

5

6

7

9 

10

11 

12

14 

15

16 

17

19 

20

21 

22

24 

25

26

28 

29

30 

31

MEAN 

MAX 

M1N

1.3

4.0

1.2

1.7 

1.8

1.8 

1.9

2.3

2.3

29 

1.1

2.3

2.8

2.8

 

1.4

3.3

3.7

3.6

4.2

3.0

3.5

2.2

2.8

4.0

2.0

4.7

3.8

3.8

 -

3.7

3.6

4.2

4.1

4.9

3.5

4.3

3.5

3.2

 

3.2

2.9

21

3.8

3.8

3.3

21 

2.2

3.2 

11

3.8

4.4

3.3

 

12

2.8

2.6 

2.3

2.4

15

3.1

2.8

2.5

53 

2.3

2.8 

2.7

2.9

2.8 

2.8

2.6

.9

.8

.7

5.9 

2.3

4.4

8.0 

4.8

3.0

18

3.8 

3.6

3.8 

3.3

3.6

3.4

 

7.80 

108 

2.3
RED RIVER BASIN 565

7-3260. Cobb Creek near Fort Cobb, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HAftK YEAR OCTOBER 1961 TD SEPTEMBEfl 1962

1

2

4 

5

6

8

9

7.

4 

5

6

7

9 

0

2 

3

5 

6 

8

0

1

ME N 

MA 

MIN 

AC- FT

3.6

3.5

3^4

3.1

3.2 

3.2

3.4

4.8

6.2 

3.1 

22*

11

3.8

4.8

5.2 

4.8

4.5

11

3.8

283

4.2 

4.7

4.5

4.2

4.9 

3.8 

253

4.0 

4.3

4.8

4.3

4.8 

3.6 

263

4.0 

3.9

4.0

_ __ __

4.7 

3.4 

236

3.0

3.9

3.3

3.7

4.5 

3.2 

232

3.2 

3.2

3.1 

16

20 

3.1

289

3.8 

3.8

I' I

3.2 

3.1

13 

5.8

3.7

14 

3.1 

2B2

11

20 

45

56

276

166 

166

13C 

69

6.0 

5.5

4.6 

4.6

482 

3.9 

4.16C

4.1

3.3 

3.3

3.1 

3.1

2.8 

2.9

3.1 

3.1

3.5 

3.3

3.1 

3.1

3.6 

3.6

3.7

108.3

4.3 

2.B 

215

3.9

3.1 

3.1

3.0 

2.8

2.8 

2.7

2.6 

2.6

2.3 

2.3

2.2 

3.1

5.5 

5.6

4.5

10B.9

5.8 

2.2 

216

3.9

3.8

4.3

4.1

3.9

3.5

3.1 

6.2

4.6 

3.6

2.0 

2.9

2.9

2."

2.8 

2.6 

2.6

104.8

6.2 

J.6 

208

AC-FT 3,100

DAY

1

2

3

4

5

7

9

1C

11

12

13

14

15

Ifc

17

IB

19

22 

23

24

26

27 

2&

29

30

TOTAL

MAX

MIN

OCT.

2.7

2.7

2.8

2.8

2.B

3.1

3.0

3.0

3.0

3.U

3.0

3.0

3.1

2.7

2.5

2.6

2.7

3.1

2.6

2.8

2.9

2.6

2.7

2.7

87.5

3.2

2.5

NUV.

2.7

2.8

2.6

2.8

3.1

3.5

3.4

3.4

3.5

3.6

3.5

3.6

3.6

3.7

3.6

3.6

3.9

4.0

4.1 

4.1

4.2

3.5

4.0

4.1

108. P.

4.8

2.6

4.3

5.3

4.8

4.

4.

4.

4.

4.

4.

4.

tt.

4.

4.

4.

4.

^ ,

4.

3.

3.7 

3.6

3.6

3.9

3.9

3.B

3.8

127.4

5. 3

3.6

3.8

3.B

3.8

3.8

3.7

3.7

3.6

3.5

3.4

3.2

3.0

3.8

3.6

3.4

3.7

3.7

3.2

4.3

3.7

3.4

3.2

3.2

3.4

3.5

IDS. 6

4.3

3.0

3.5

3.5

3.3

3.4

3.5

3.5

99

99

99

99

99

99

99

99

99

99

99

75

5.5 

4.9

4.6

4.1

 _

 

1,272.0

99

3.3

4.1

4.i

4. 3

30

114

86

47

47

47

46

47

46

46

46

35

21

21

18

4.3 

4.1

4.0

3.7

3.7

912.3

114

3.7

3.8

3.7

3.6

3.5

3.8

3.7

3.5

3.3

3.3

3.7

3.9

3.6

3.5

3.5

3.5

3.4

3.3

3.2

3.1 

3.1

4.0

4.0

33

120

255.2

120

3.1

77

45

5.8

4.7

4.3

4.C

3.5

3.2

3.1

3.0

3.0

2.9

2.B

2.8

2.B

2.7

2.B

2.9

2.9

2.9

2.9

2.6

2.5

3.0

215.5

77

2.5

JUNE

3.7

3.0

3.1

2.6

2.5

2.4

4.1

27

102

105

105

80

55

41

4.5

'.8

3.2

3.0

2.6 

20

171

538

439 

203

224

98

2.868.7

538

2.4

JULY

36

5.0

4.1

3.7

3.6

3.4

3.1

2.8

'.1

2.9

2.9

2.9

2.8

2.6

2.6

2.6

4.8

5.5

5.5 

5.3

5.3

5.3

5.6 

5.8

5.6

5.4

161.0

36

2.6

AUG.

5.0

5.0

5.0

4.9

4.7

2.6

4.5

4.3

4.2

4.2

4.5

2.3

2.0

1.7

1.6

1.3

1.3

1.4

1.2

1.0

1.8

1.7 

1.7

1.9

1.1

85.6

5.C

1.0

SEPT.

1.9

1.8

1.7

1.7

1.9

1.7

1.7

1.6

1.7

1.=

1.8

1.8

1.8

10C

5.2

3.2

3.2

3.2

2.9

2.9

2.8

3.0

'.9 

2.8

2. ft

2.°

170.5

10C1.6

CAL YH 1362: TOTAL J, 3=9.9 MEAN 5.31 MAX 432 MIN 2.2 ftC-FT 6.740
RED RIVER BASIN 

7-3260. Cobb Creek near Port Cobb, Okla.--Continued

DAY

1 

Z 

3

6

7

8

9 

10

11 

12 

13

15

17

18 

19 

20

21 

22 

23 

24

26

28 

29

MAX 

MIN

OCT.

2.7

2.6

2.6 

2.5 

2.5

2.6 

2.6 

2.6

2.6

2.6 

2.6

2.7

2.8

2.6 

2.6

2.6

2.6 

2.6

61.1

2.a

2.5

NOV.

2.9

3.1 

3.1 

3.2

3.2 

3.2 

3.3

3.4

3.8 

4.0 

6.7 

4.3

3.8 

4.0 

4.1 

4.0

4.0

4.2 

4.3

4.4

2.5

DEC.

3.9

4.7 

3.2

3.3 

3.1

3.6

3.2

3.2 

3.2

3.2 

3.2

3.2

3.C 

3.U

3.5

3.4

3.4 

3.3

3.0

JAN.

3.3

3.3

3.2

3.2

3.0 

2.B

3.0

3.7 

3.5 

3.5 

3.5

3.5 

3.5 

3.5 

3.5

3.5

3.4

3.4

2.B

FEB.

4.7

3.9 

3.9

3.8 

3.9 

3.9

3.9

3.7 

3.7 

3.6 

3.6

3.5 

3.6 

3.5 

3.5

3.5

3.5

3.5

3.5

MAR.

3.6

4.C

4.0

3.5 

3.7 

3.7

3.7

3.7

3.8 

4.4 

3.9

3.5 

3.3

3.9 

3. 5

3.9

3.3 

3.?

3.6

APR.

4.5

4.2

3.9 

3.9

3.9

3.B 

3.8

3.e

3.0 

3.8 

3.9 

4.0

3.0 

3.7 

3.6

3.6

3.4

3.3 

3.3

3.2

MAY

3.1

3.9

3.1 

15

B.5 

163 

344

178

105 

105 

83 

59

57 

37 

20 

12

3.6

3.1

7.7

344 

3.0

JUNE

7

8 

5

5 

5

4 

7 

7

7

8 

8 

1 

7.4

6.2

5.5 

5.3 

4.9

4.3

3.B

r.6

3.2

57

3.2

JULY

3.r

2.8

Z.4 

2.3

2.3 

2.2 

2.1

2.1

2.2 

2.5

2.1

2.1 

2.1 

2.C 

2.6

2.2 

2.0 

2.1

2.r

2.C

2.0

8.O 

2.0

AUG.

1 0

1 3

7 

5

3 

3 

0

5 

5 

5

B

4.6 

6.1 

3.0 

3.4

3.7 

3.3 

3.1

3.n

2.9

3.2

2.7

"

1,030.3

151 

2.6

SEPT.

Z.7 

2.6

2.t

2.5 

2.5

?.4 

2.4 

2.4

?.C 

2.8 

2.f>

3. 7

2.8 

2.7 

2.8 

7.4

3.3 

3.3 

3.1 

3.1

3.1

3.2

3.1

7.4 

2.4

38 MIN l.C AC-FT 12,610

7.8 MEAN 12

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3

4 

5

7 

B

10

11 

12

14

16 

17 

18 

19

20

21 

22 

23

24 

25

27

29 

30 

31

MEAN 

MAX 

MIN

2.8

2. 

2.

2.

2. 

2. 

2. 

2. 

2.

2. 

2.

2.8

2.8 

2.B 

2.8 

3.0 

3.1

3.9

2.6

2.5 

2.8 

3.7

3.9

8.8 

5.4 

4.0

4.0 

4.0 

4.2 

4.7 

4.1

5.5 

6.2

5.5

2.9 

3.9 

3.6 

3.3 

2.3

2.8

3.2

3.0

a. a

3. 

3. 

3.

3. 

3.

3. 

3. 

4.

3. 

3.

3.

3. 

3. 

3.

4. 

4.

4.3

4.0

3.7 

3.7

4.7

3. 

3. 

3.

3. 

3. 

3. 

3.

3.

3. 

3.

3.

3, 

3.

3. 

3. 

3.

4.3

3.5

3.6 

3.5

4.3

EAN 12.5

58 

58 

55

55 

58 

58 

58 

74

95

98

98

30 

5.1 

4.6 

4.4 

4.2

4.0

3.8

 

98

MAX

3. 

3. 

3.

3. 

3. 

3. 

3. 

3.

4.4 

4.8

3.7

106 

148 

302 

173 

6.8

5.3

4.2

4.2 

4.2

3G2

344 f

4.9 

4.6 

6.0

4.9 

22 

53

78- 

80

64 

28

27

61 

6.8 

6.1 

5.6 

5.4

5.2

4.B

4.5

80

IN 2.0 

IN 1.4

4.2 

4.2 

4.0

4.0 

4.0 

4.1 

5.8 

4.6

4.0 

3.9

30

200 

241 

241 

154

48

8.5

8.6

15

15

15

241

AC-FT 

AC-FT

42

148 

<?7 

34

33 

32 

32 

20 

4.3

3.9 

3.9

18

48 

25 

4.3 

3.7 

3.6

3.7

64 

66

64

18

148

9,040 

19.920

3.7

3.5 

3.5 

3.4 

3.4

3.4 

3.3

3.3 

3.2

3.0

3.0 

2.8

2.7

2.7

2.7 

2.7 

2.6 

2.6

Z.5

2.7

2.6

2.4

2.3 

2.2

2.B9 

4.5

2.3

2.0 

2.? 

2.0

2.0

22

4.7 

3.0 

2.8 

2.6

2.4 

2.3

2.3

2.3 

2.2 

2.0 

2.0 

2.1

2.0

2.0 

1.0

2.0

1.8 

1.8 

1.8

2.87 

22

l.R

1.8 

1.8 

1.7 

1.7

1.7 

1.6 

1.6 

1.6 

1.6

1.6

1.6

1.5

1.4 

1.6 

1.8 

3.C 

67

221

3.5 

116

636

1.17C 

1,230

4,698.2 

157 

1,2^0
RED RIVER BASIH - '"

7-3265. Washita River at Anadarko, Okla.

Location. Lat 35°05' , long 98°14' , In NW-f sec.lt>, T.7 N. , R.1U W. , at left bank 35 ft upstream from 

bridge on U.S. Highway 281 at north edge of Anadarko, 3.1 miles upstream from Sugar Creek, and at 

about mile 305.2.

Drainage area.--3,656 sq mi.

Records available. October 19u2 to September ijtid. Junt If24 to June 19it> (published as "near 

Anadarko 1'j , October 1935 to February 1938, October 19b3 to September 19b5. Monthly discharge 

only for some periods published in WSP 1311.

Sage. Water-stage recorder. Datum of gage is 1,150.00 ft above mean sea level, datum of 1929. 

Oct. 26, 1902, to June 30, 1908, chain gage at former bridge 125 ft downstream at datum estimated to be 2.b ft higner. Ma^ 25, 19<d4, to June 30, 1926, chain gage at county road bridge 

14 miles downstream at different datum. Jan. 10, 193o, to Mar. 7, 193B, dire-weight gage on 

upstream side of bridge on U.S. Highway 281 at datum I.b8 ft higher.

Average discharge.--10 years (1902-8, 1935-37, 19b3-65), b25 cfs (380,100 acre-ft per year). 

Extremes. Maximum and minimum discharges for the water years 1964-65 are contained in the following

xlmum discharge (*), pesik die base (3,nno cfs),

year

1964

1965

Maxim 

Date

Aug. 2O, 1964

Nov. 8, 1964

Nov. 20, 1964

Sept. 23, 1965

Time

1200

0330

1300

1500

Discharge 

(cfs)

* 2,820

5,040

3, 340

1 11,000

Gage height 

(feet)

12.80

17.17

13.48

24.20

Minimum

Date

Aug. 1, 1964

Aug. 5, 6, 1965

Discharge 

(cfs)

0

21

Gage height 

(feet )

_

1902-8, 1924-25, 1935-38, 1963-65: Maximum discharge, about 29,000 cfs May 25, 1903 (gage 

height, 26.8 ft, site and datum then in use); no flow Aug. 1, 1964.

Maximum stage known that of May 25, 1903. affected by backwater. Maximum stage known just 

downstream from Anadarko occurred in May 1949 when flood reached an elevation of 1,176.7 ft, from 

floodmark at right bank on downstream side of bridge on U.S. Highway 281.

Remarks. Records good. Some regulation by low-water dam upstream and since March 1959, by Port Cobb 

Reservoir (see station 7-3259), since February 1961, by Foss Reservoir (see station 7-3243), and 

by numerous flood-retarding structures. Records of chemical analyses and water temperatures for 

the water year 1965 are published in reports of the Geological Survey.

Cooperation. Records furnished by Agricultural Research Service. 

Revlaions (water years). WSP 1311: 1903, 1907-8, drainage area.

1

2

J

5

10

11 

12 

13

15

16 

17 

13 

19

21 

?2

24 

2b

27

28

30

MEAN 

MAX 

HIM

 «7

45

43

43

40

38 

42

36 

36 

36

15

38 

41

98

7j 

94

 «3.1 

10 I 

35

DISCHdR

33

35 

38 

45

45

4S

4) 

4o

50 

5v 

5^ 

ol

76

66

31 

72

54.'

Si 

^

GE, IN <a

58

5i

56 

57

58

59

64

68 

63

61 

57 

54 

57

51

66

5d.7 

68 

44

filC FEET

60 

58 

55

58

60

55

58 

46

50 

50 

51 

&5

62

62

58 

58

57.8 

77

38

74

94 

145

175

519

152

124

110

95 

87 

83 

81

78

74

72 

69

123

510 

54

D, WATER

81 

81 

tl

81

7=>

87

8-» 

SO

67 

64 

65 

63

68

70 

69

73.6 

83 

t4

65 

73

7<5

74

7D

68 

68

7C

80 

83 

83 

B4

203

100

92

1?

94

98.2 

284 

65

BER 1963

95 

R6 

78

67

390

26°

466 

1,980

265

205 

185 

17"

128

70 

65

62 

61

286 

1.98C

TO SEPTEf

244 

178 

167

142

105

107

112

107

107

576 

387 

896

392

137

73 

65

58 

52

200 

896 

4°

BEt> 1964

40 

34 

32

28

23

18

16 

13 

12

5.4

3.9 

2.2 

1.6 

.50

.80

1.1

.80

1.1

1.1 

1. I

2.2

L. 8

12.6 

47

.50

0

32 

105 

54 

41

107

54

44

43 

36 

31

36

23 

11 

189 

1,730

1,200

150 

117

95

ec

110

64

259 

2,700 

0

51 

44 

35 

31 

29

27

25

23

22 

21 

20

3S

48 

45 

40 

49

312

180

Q6

73 

1C 6 

501

187

114 

501 

10
RED RIVER BASIN

2

7

10

11 

12 

13 

14 

15

1ft 

17

18 

l c 

20

a

22 

23

£4 

25

26

27

^a

3C 

31

MIN

*5

38 

42

42 

48

48 

48 

48

48

41

42

50

78

65

61

3,d9C

5ol

425 

3n2

270 

25o

3i<j

,,02C

315

282

7-32

229

225

^29 

233

221 

221

202

180

ISO

167

o5. Wash

156

156

153

156

153

163

146

146

Lta Rivei

209

228 

252

252

184

140

140

- at Anac

140

146 

163

170

2S1

280

145

136

arko, Ok

406

328 

416

321

639

22«

176

148

la. --Cor

320

213 

205

381

458

285

163

118 

110

146

tinued

205

156 

140

liOBG

120 

711

357

277

833

110

101 

98 

85 

80

68 

63

48

38 

38

34

29 

32

21

63 

96

261 

324 

302 

1ST 

98

72 

58

48

50 

38

54

52 

40

32

26 

24

4O 

52 

42 

31 

29

26 

26

582

5,490 

10,200

1,940

1,920 

1,880

CAL YR 196^: TOTAL 77,250.10 MEAN 211
FED PJ7ER BASIIC

Location. lat 35°1]'25", long 9R"16'00". in FWirNWi; r -?.9, T.c N. , P. 10 W. . on ilon

ridge on county read, .3 mil.--' w°st of Grs^emnnt, 1 .0 mile dew

2.2 miles upstream fVoip

Drainage area.--203 sq mi.

Records available -<">ctrAer 1955 to Sec"e**pr 1955.

Average discharge.--10 ^PS-PP, is. 11 cfi (10,860 a^re-f^ ppr y? a r).

Extremes. --MaxlmumE p.r.c1 rri~imur"3 ''Jisr->-'rge Ir culie f-> = t p?r second, gage height in feet).

Ann

Date

Oct. 18, 1960

Sept. 13, 1961 

June 9, 1962

ual m

Titie

1830

0900 

1000

axlmum dj s

930

* 1,160 

* l,26n

Gage

helglil7,37

8.46 

8.00

UiH-e

Sept 3, 196?

June ??, 1963 

May 10, 1964

Time

HOT

1630 

2215

Discharge

1,1 6.J

* 9H i 

>- 99n

ase (90C

Gage 

height

8.1:8

8.59 

8.75

cfs), water ye

Date

May 4, 1965

Time

0315

No flow at times in each year.

1955-65: Maximum discharge, 8,500 cfs Sept. 21, 1965 (gage height, 10.77 ft); no flow at times 

in each year.

Maximum stage known, 10.8 ft (at former site and datum) May 17, 19-19, from floodmarks (discharge, 32,000 cfs, on basis of slope-area measurement of peak flow).

Remarks.--Records fair. Some small diversions for irrigation above station. 

Cooperation. Records for water years 1964-65 furnished by Agricultural Research Service. 

Re visions, (water years). WSP 1731: 1960(M).

D.SChAKGF, IN CUbIC FbET PER SECO»

2

3

c

f

7

9

q

11

It.

13

14

15

It

17

IB

Jc

2O

21

23

24

25

26

27

28

29

3C

MtAli

MIN

AC- FT

.1C

.1'J

.lu

. lr'

.1.-

.10

. 10

.1 

50

14

5.0

2.6

2.1

2.3

525

96

32

26

23

22

109

6C

17

42

35

23

16.5

.10

2,240

>

I

 u

1

2

1

1

1

1

1

1

0

0

C

1

c

0

(;

1

1

2

^

0

9.9

_ 

11.2

9"

66*.

_^-_LJ^- « _

JJ ->/. 1 TJ

10

, ?

^It

^8

38

2«

22

2C

21

20

2C

2U

20

19

19

19

19

18

18

18

18

18

18

13.4

11

!,13C

-,£ jo

J3

18

1 a

IB

JMP.J

16 r

lo 7

1^, ^

17

18

17

16

17

17

17

'.!

17

16

16

14

14

14

16

15

15

14

13

14

17

27

17.5

13

I, CPU

24

15 <-

15 f25 13 "

75 17 ^

2/. ' -> i

22, !4

21

20

20

2C

t ^

19

21

20

2?

27

20

20

22

19

17

17

 

 

t _ 

21.4

17

I'*

13i:-

1J

12

3b

57

29

2t

22

19

IB

l c

IB

Ib

17

1 =

26

19.2

12

iii9o| l,iec

5

^

"=

4

3

-a

a

i

2

1

2

0

r

c

e .2

c .2

9.2

- 

i^.7

<=.2

814

l.t

3.9

.' . 3 \*

6.6

12 =>.">

1Z | U

«.6

"'D 4

7,c

5-5

5.5

4.9

4. 9

4.9

4. 0

3-2

3.5

29

6.3

6.7

7.4

16

7.6

7.0

7. t

7.2

6.1

5.2

4. 9

4.2

7.96

3.2

490

~J f t16

15

5.?

4 » 9

V

c

.7

-> 5

IS 8,c >. o

14 U

3' i 11

1 -i

10

14

! ,3

8.4 1 .r

5 . '. n , 6

1 ^ 3 « ^ . r

7.2 1' >.t

6.1

5.2

1? 2.°

' 3 ? . R

4 ^.^

3P

n

]r".2

e.°

H.f

7.?

6.1

3.7

5.5

6.3

445

38

25

23

1 Q

 

9 .4

7.-,

5.7

3.7

2. H

7 , r

1.7

110

47

K

?-

12If"

3.2

4,5

.7f

. 5r

l.f

2.f

l.r

.Ti

,pn

,""

?

.4C

'.lc

0,0: » 1 ?

B.C .10

7.5

--- 

.10

- 

26. 4 l^.fr ' C 7 18. e

2.3 1.7 ,K

1.5-" 1,14<- IS'

C

?,3ir

WAT YR 1961: TOTAL 7,051.70 MEAN 19.3 MAX 755 MIN 0 AC-FT 13,JQ C
7-3270 Sugar

REP RIVER BASIN 

lc ne=r (Jra"°"'ori 1- , --Continued

3

4

5

6

7

8

9

10

11

12

13

I*

15

16

IT

ie

19

20

21

22

25

24

28

MEAN 

MAX

WIN

 

16

15

15

14

14

13

22

51

za

21

21

21

21

21

21

22

19

19

2u

?<j

It

1 =

17

2C

51

13

29

34

23

if

1«

17

16

16

16

16

16

15

17

66

36

24

<!3

21

20

25

26

23

^1

2b

21

^ J

1^-

15

IS

20

21

20

IS

23

2t

2t

16

15

16

24

28

32

26

23

21

IS

15

19

18

17

1?

2). 5 

32

15

L ,, ^

c

1

3

2

2

2

a

5

2

4

6

8

C

8

6

5

4

3

4

5

6

7

Q

17 7

2

FEB

c

8

8

8

7

8

9

B

6

6

4

4

4

5

5

5

5

5

6

5

5

5

3

5

o.O

1-5.5 

20

°.3

 ,.

11

.3

11

12

13

14

H

13

1 ?

13

12

13

13

11

13

13

13

14

14

13

12

12

12

12

11

12.3 

14

1 3

APR

"" ,.-

O,"

r

2

1

1

C

7

1

£

3

?

 "

2

2

2

2

2

1

1

1

1

1

*

l c .u 

53

5.4

MAY (- a"

c

3

2

8. '=

7.4

5.<i

5.7

5.5

5.0

4.4

3.8

3.7

3- 7

3.7

3.8

3.5

3.2

1. 1

3.2

2.3

I./1

2.0

14

13

6, {"5 

14

!.. >

37

32

2"

21

146

24

HI

544

127

305

5C

32

3C

T

24

21

?0

2C

15

12

27

24

13

23

13

544

S.6

~ 

7.4

4.9

4. 1

3.4

?.a

3.2

2.6

3.6

?.3

1.5

!.5

1.4

1.3

1.2

1.2

I.I

l.C

1 , C1

,5r

.50

. ^°

1.1

'0

5.C

t.9

- 

30

.4j

5.9

2.3

1.2

.V

.10

.to

.?c

.1C

0

0

0

0

.1^

G

0

0

0

o

0

0

0

0

0

0

o

.46

5. 5

0

c

46P

61

4r

V

14

P. 4

1C

S.C

4.0

?,( 

. f c

.ir

L2f

2C

1C

7. C

6.0

^.5

5.*

5.0

5.0

5.C

4.0

3.2

2ti.f.

4f,S

C

DISCHAPGfc, IN CUBIC FEfcT PER SECONU, WATER YEAP LCTOaEK 1962 TL SEPTEMBE" I c fc3

DAY

1

i

3

n

5

6

7

8

9

lu

11

U

13

14

15

lo

17

If

i ^

2t

il

2.1

25

26

i7

2a

2S

TOTAL 

MEAN

MAX

MIIM

QCT.

3.4

2.5

2.=

2.9

5.9

Ib

6.1

4.3

4.0

3.8

3.1

*.<f

2.6

2. <4

2.^

L.7

J..C

t.2

IL

j7

18

7.5

5. 2

S.H

6.1

IS

11

7.5

7.13

37

1.6

NuV.

5.4

5. t

5.4

5.5

 5.5

5.4

o.4

5.4

6.1

6.1

6.1

5. 2

5.'

5.4

b.l

1.4

7.1

13

10

?.:

7.5

6.<>

6.H

3

b

^

-5

1

7.56

16

5.2

,- c

14

2b

41

?1

13

11

ll

T ,£

lu

ll

9.4

fi .6

=>.ii

3.0

1C

^.C

9.4

-.8

11

= .0

9.C

7.6

b.l

7.t

o. C

7.r

11

11.'

41

6.0

1C

9.4

0 .^

0

"?

6

2

1

1

lc

6.0

4.0

2.0

!. 5

;.r

4.4

5.U

5.5

6.0

^.5

7.0

7.0

3.0

2.0

2. r

3. i

4. ^

e.n

6. PS

17

1.5

1"

12

14

9. %

A.^

11

11

?0

i2

22

2o

16

11

l.tl

7. 1

11

14

17

12

10

10

9.5

=1.0

}.C

9."

12.3

22

7.8

6S '

10

I '

16

13

9.0

7. S

q. '

21

2C

22

12

ti. 2

7.B

8.?

;.-.

7.1

7."

^ . B

t!.-*

5, a

6. 1

7.^.

4.

5.-*

5.r>

6 , H

10

'. o4.-

APP. 1 MAY

' 11 F Z .«"

7.S

t.f

K .4

f .'i

12

11

P. 6

7.5

6.4

5.2

4.6

4.3

4.3

-.."

'.4

- .1

^ . 3

2.4

5.1

!. »

12

1 =

?1

12

f.4

= .<.

7.2C

31

1.4

3.6

3.6

2,fl

7.1

7. 8

5,8

3.1

2.1

1.7

1.2

1.1

1.1

2.C

1.7

1.4

.9r,

-6C

.6r

l.n

.PC

 7C

l.i".

.60

.20 .2 '

.lr .4^

 -

1. C 2

7.8

.10

S.9

<«.6

2.B

1.4

.60

.40

,AP

48

51

B.4

2. a

2.C.

1.4

1.2

.9r

1.3

1.6

1.4

1.7

.?r

.3C)

437

81

53

3r

21

14

12

31.5

4^7

.30

9.4

6.8

4. t>

'. ^

3.4

4.9

4.1

2.1'

1 .6

1.2

2.f

! .7

u:

1,2

.8C

.3"

. 10

. m

-

f

r

35

?t2.6

113.30

".65

15

C

0

1

3

J

J

0

1

0

3

0

c

r

0

0

0

0

11

c

(,

r

e

^

1

0

0

"

r

r

r

r

r

c

c

0

<"

n

c

c

n

c

r

317

77

9.4

4.6

?.f>

1.7

4. a

2.1

1.4

1.1

.6C

.6C

375. 2C 

12.5

317

C
RED KWER BASIN

7-327U. Sugar week near Uracamunt, okla .--Contlni

1 

I

14 

15

17

18 

19 

20

21 

22

24 

25

26 

27

28 

29 

30

MEAN 

MAX

AC- FT

.50

.b u

.73

.60

:Sc

.83 

.SC 

.60 

2.0

.3

.1

.50 

.50 

.4C

25 2U

.81 

3.3

55

" NLV

.5^

.7C 

.60

1.6

.60

.9-:

.80 

12 

it

5.b

9.8

4.1 

3.7

3.3 

3.0 

2.7 

2.3 

2.4

12

15?

2.6

2.6

3.2

2.7 

2.1

2.3

*.o

5.1

4.5 

5.C

6.U 

4.1 

3.C 

5.3

6.1 

6.1

B.7 

11

11 

11 

T.b

6.4

6. c

11

325

6.8

t.O

5.3

5.5 

5.1 

3.5

3.3

3.b

3.5 

"».4

4.5 

4.7 

5.U 

5.3

6.2 

7.0

6.1 

5.0

5.3

5.2 

4.2 

5.1 

7.8

12

332

FEB "~~7Y

s.o

44

0 

3 

2 

1

4, b

3.8

9.C 

8.0 

7.4

7.5

7.4

8.2 

8.8

8.0 

7.9 

8.2

3.2

44

669

S.i

7.5

7. 2

7.2

7.*

11 

11

6.7

6.8 

10

20

10 

9.2

3.; 

8.4

7.5 

7. >

6.5 

7.2

2~

516

7.b

t.=

i2

7.2 

< .4 

«>.C 

5.6

?.?

1 

0

7.0

5.2

3.9

3.3 

2.8

21

435

IN C 

IN 0

3,t

1.4

2.6

1.7 

140

227

51

37

16

14 

11 

7.4

5.0 

3.3

2.7

2.0

1.5 

1.4 

l.« 

5.2 

32

227

1.&1C

4C-FT

1-

7.6

5. r

2.8 

] = 

1.9

6.5

3.0 

2.2

1.5

l.C 

.70

US 

l.l

.4C

a

0

1C1.0C

3.37 

1C

208

4, 30C

'

^

r

t

0

0

c

c

c

c

c 

r

c

r

c

c

 :

c

c

r

c.

3,0

C

 -

3.C

3.0

6.0

0

0

rc

e 

(

0 

0

c

0

c

c

c

f

c

DISCHARGE, IN CUBIC FEET PER SECOND, HATEX YEAR OCTOBER 1964 TO SEPTEMBER 1°65

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

IS

20

21

22

23

24

26

27

2t

29

30 

31

TOTAu

MEAN

MAX

MIN

AC-f-1

a

(J

ij

0

J

,J

0

<_)

0

0

0

0

u

0

13

o

Q

Cj

G

G

0

u

o

0

o

o

(J

0

.^J

^

0

c

n

6.1

4.6

4.0

2.5

2.d

1.2

.60

.30

^

0

0

c

1.4

3.7

4. i

6.7

4.6

3. 4

2.8

2.1

1.7

1.4

1.3

l.i

1.0

.30

&u.U

b ,7

ll'.

1.7

1.3

. 90

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.60

1.2

2.3

2.9

3.2

4.5

3.6

2.8

2.5

2.2

3.2

2.6

1.4

1.2

1.3

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5.7

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4. 2

3. 1

3.2

3.5

3.6

3.2

3. 3

tl* 26 

2.b&

6, C

* 6U

177

4.7

4.3

3.5'

3.5

3.9

3.5

4.3

8.5

11

11

6.C

5.6

5.1

4.3

3.9

3.1

5.1

4.7

3.1

3.1

4. 1

9.6

7.5

6.5

(

3.9

3.9

2*4

4.7

2 j K

5.16

LL

l.i

317

2.8

4.7

3.9

4.7

4.7

3.9

4.3

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9.6

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iu

11

11

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8.0

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5.1

5.6

5.1

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 >.!

4.3

4.7

1.5

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5.1

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11

1.5

349

5.6

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3.0

4.7

<t. 7

3.1

3.s

3.9

<t.3

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5.1

3.1

2.4

1.5

5.1

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2.t

3.5

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0. J

6.0

0

5. b

5.6

5.6

5.*> L'°

A ,8>

S.i.

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~ e.c"

7.C

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5.6

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3.1

2.4

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.40

77

50

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Q w 6

9.1

8.5

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6.5

6.0

5.1

3. J

5.1

3.5

3.1

2,4

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77

. ^L

7t7

2.R

2.1

.40

1.0

2.8

1.8

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5.6

174

35

21

15

52

oOl

132

72

47

33

2&

22

17

13

11

11

10

8.5

26

13

13

i£

4;.i

til

,4C

2,77r

1C,

53

29

22

16

i;

u

7.5

4.7

3.5

2.1

3.5

11

s.i

6.5

7.n

4.3

3.1

2.4

1.8

36

259

148

9?

74

38

22

8.C

4.3

-

9 32*7

25 =

l.e

1,«(20

1.5

. 1C

0

c

c

r

0

^

r

,_

j

o

r

0

(J

0

n

0

0

c

r

C

.10

c

c

-

c

0

c

.C5

I.

3.

C

n

0

0

0

.70

1.6

0

.1C

c

0

?

I)

0

0

0

T

c

J

^

0

n

0

0

3

0

0

0

j)

 C 77

1 .b

Q

4.8

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^

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0

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a

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rj

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1.6

73

3,620

516

654

52)

362 

270

210

169

130

.^.

235

3.62C

0

13,560
7-32/4.9. Liti.Jc teshlta River near Ninnelcah, Okla.

Location. -Lal 34°^7', long 97°5(", in bfi^ sec.32, T.6 H., R.7 W., at left bank on downstream side 

of bridge on U.S. Highway 81, 1.0 mile upstream from Rock Creek, 1.5 miles west of Ninnekah, 

5.5 miles south of Chickasha, and at mile 8.4.

Drainage area.--2Q8 sq mi.

Records avallaole. October 1963 to September 1965.

Sage.--Water-stage recorder. Datum of gage is 1,065.94 ft above mean sea level, datum of 1929.

Extremes.--Maximum and minimum discharges for the water years 1964-65 are contained in the following

dls^haige (*), peaic discharge (1,500 cfs), a»id annual minimum discharge

year

1964

1965

Maximum

Date

May 10, 1964

Nov. 17. 1964

Aug. 28, 1965

Time

0318

0430

0454

Discharge

(Of 3}

* 9,360

1,560

* 2,610

Gage height 

(feet)

20.62

13.00

15.36

Minimum

Date

At times

do.

Discharge 

(cfs)

0

Gage height 

(feet)

-

1963-65: Maximum discharge, 9,360 cfs May 10, 1964 (gage height, 20.62 ft); no flow at times 

in each year.

Remarks. Records good. Small diversions above station for irrigation. 

Cooperation. Records furnished by Agricultural Research Service.

li.l 

2.2

7.6 

7.1 

6.7

.20 

.60 

.20
RED RIVER BASIN

7-3274.9. Little Washita River near Ninnekah, Okla.--Continued

7.5 l'A\

4.73 

7.5

1.3 

2 ?5
574 KED RIVER BASIN

7-3275. Little Washita River at Ninnekah, Okla.

Location. Lat 34°57'24", long 97"55'34", at center of north line of sec 34, T.6 N., R.7 W., at

 center of span on down&tream side of pier of Chicago, Rock Island and Pacific Railroad Co.

bridge, 0.5 mile north nf Ninnekah, 1.2 miles downstream from Rock Creek, and at mile 6.2.

Drainage area.--227 sq Til.

Records available.--October 1951 to September 1963 (discontinued).

Gage. Water-stage recorder. Datum of gage is 1,058.52 ft above mean Sf>a level, datum of 1929. 

Average discharge. 13 years, 43.8 cfs (31,710 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet pir second, gage height in fe<=t). 

Annual maximum discharge (*) and peak dis-il-srges al.cve base (1,500 efs), water years 1961-65

Date

July 21, 1961 

June 1, 1962

Time

1830 

2400

Dis^harse

* 1.7?0

Gage II p . Height- |

7.R' I June 8, 136? 

Sept IS, 1962

^ime

OtiOC 

1631.

Dis-b^rge

1.950 

1.830

'Jage 

height

7 58

7 48

Pate

June 23, 13K?

Time

0830

Discharge

* 1,540

3age 

height

6.86

Annual minimum daily discharge, water years 1961-53

Water year

1961 

1962

Date

Oct. 3, I960 

Aug. 10, 196?

Discharge

F.3 

4-.0

Water year

19PS

Date

A'ig. 18-30, Sepb. 10-13, 1965

Discharge

0

951-63: Maximum discharge, 25, 9 LO cfs May 24, 1957 (gage height, 22.20 a), from rating

 e extended aboyp 5,500 cfs on basis of contracted-opening measurement of peak flow; no flow

-imGQ -I'M IQky-CP 1QPQ

1951- 

curv 

at times in 1952-56, 1963.

Remarks. Records fair. Small divepptons abcvp station for Irrigation.

1

3 

5

7

8

iO

11

12

i4

Ib

le 

IT

ia 

i-,

t.1

23 

25

2? 

c.* 

?r,

31

MfAN 

MAX 

MI\

5.- 

7.^

7.7

7.3

7.3 

7.7

7.7

14

11

11 

t, ,i 

1-.^

Ib 

1A 

1Z

112

3J 

Z5 

71 

2 1.

^o

*;t

i _

i^

it 

i^

i?

11 

2:

2 j 

;2

13

£ : 

2^

22 

?.2

23 

Z<i

 

16

^GF, IN CUBIC FFET PER SECQ

2C 

2G

23

24

21 

3C

36 

2S

3J

112

33 

31

28 

26

25 

Pi

25 

24

21 

2b 

25

24 

2b

2i 

21

23 

28 

25

2C

28 

28 

2<>

28 

28 

27 

26 

27

26 

26 

25

26

23 

22

22 

21

22 

26 

16 

14 

14

14

14 

16 

20 

25

14

28 

28

30 

3J 

35

32 

28 

27

27

26

25

22 

25

36 

33 

27 

26 

28

28 

27

23

22

MD» KATER

33 

3?

35

31 

28

23

27 

25

2-»

59

36

33 

32 

34

31

32

36 

30 

34 

37 

92

24

22

22 

31

33

28 

50

39

27 

31

30

29

28 

28

26 

26

25 

25 

24 

25 

23

19 

18 

2? 

21 

22

18

24 

41

35

28

29 

25 

24

23 

22 

18

18

18 

32

25 

24

23 

22 

18 

20 

22

28 

24 

20 

18 

17

16

TO SEPTE

25 

21 4

358

170

269 

54 

30

36 

30 

24

64

33 

32

24 

22

19 

15 

14 

19

6«

49 

2B 

22

20 

18

14

fBFR 1=61

34 

19 

14

14

13 

12 

12

14 

23 

52

29

22 

17

12

9.7

574 

506 

166 

76 

51

27 

20 

15 

14 

14 

13

9.7

11 

12 

12

53

20 

14 

12

11 

10 

10

22

12 

9.3 

8.5 

201 

30

24 

22 

22 

20 

19

8 

2 

1 

2 

2 

2

8.5

11 

10 

82 

31t 

52

29 

25 

22 

22

20

19 

222

760 

207

50

30 

26 

24 

22 

20

24 

25 

23 

20 

171

47 

26 

26 

25 

27

10 

4,720
RED RIVER BASIN

7-3275. Little Washita River at Ninnekah, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECONOt WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2 

3

5

3

11 

12 

13 

14

17

13

20

22

23

25

26

27 

28

30

«tAN 

MAX 

MIN

i 

9

6 

5

4

1

1

8 

5 

*

9

a

8

6

4

8

8

21 & 

5 

4

20 

518 

149

3t

34

32 

2)

^8

75

53

42

153

129

86 

83

71

51H

20

65

64 

66

61

72

68 

66 

65 

69

54 

41

44

46

43 

43 

42

53

67 

4C

50 

48 

48

50

30

20 

36 

50 

50

40 

36

24

30

64 

50 

41

41

64 

20

41 

41

42

39

40

40 

38 

36 

36

58 

44

42

40 

38

32

30 

24

______

72

24

3C 

40

38

39

38 

37 

36

36

35

36

83

41

3-

4? 

41

46

45

83

44 

42 

44

54

36

37 

3?

29 

2P

28

29

2fc

38

31 

 55

I9t

57

39 L 

27

43 

42 

41

39

24

2C

18 

18

16 

16

15

14 

13

1 3

28 

372

62

28

37 Z 

13

372

786 

118

62

743

328 

10« 

199 

Bl

44

55

4L

33

3C

40

37 

28 

27

57

786 

27

28 

28 

25

I<J

IS

14 

!3 

12

o.l

15 

15

13

6 

3

I 9

1 

2 

1

8

?l c

12 

14 

14

9.7 

8.9

8.1 

8.1

7.8 

7.8 

7.5 

8.8

6.8

6.5

5.2

5.0 

4.6

4.4

4.6 

5.2

4.8

4.0

14 

4.0

7.2

T.8 

7.0

^3 

19

38 

15

9.1

7.5 

6.5 

5.5

11 

14

1,330

00 

46

25

28 

23 

21

19

2,618.6

1,330

5.5

1

*

i

5

0

7

^

Q

1C 

11

u

lj 

u

15

16

17

Id

15

2C

21

22

23

ti»

25

it

27

2b

^ T

3-'

Ji

TOTAL

HE AN

MAX

MIN

1-.

1-

1S

24

03

32

23

;i

;i

i?

19 

L}

19

1&

16

^^

25

_5

27

^2

1 G

la

is

1^

^1

371

df^

53

4L

37.4

371

16

3=>

3 =

32

iS

27

7'

31

._6

_'

21

'r

13

/4

35

2R

^ 5

25

24

:a

^3

24

5i

7 1,

4S

i7

3t

 -

31.7

7L,

19

34

86

5C

35

3i

33

31

2<,

3C

2^

34

3J

31

32

31

33

35

35

34

3C

33

39

36

36

37

37

31

32

37.7

Hi

Z L

32

29

33

38

35

34

33

32

31

26 

24

24

26

32

28

24

24

24

26

28

28

26

26

24

24

24

26

28

28.2

38

24

30

30

30

3 J

32

25

27

25

24

ii 

22

Z2

23

28

31

29

2B

26

27

34

34

34

32

35

34

 

 

 -___

26.4

35

22

3B

3-

i-t

^'

^

32

31

45

40

33

?2

35

?H

M

2 T

25

25

27

21

£b

'*

2i

L3

21

2;

27

55

33.4

69

22

,c

31

?7

?B

36

32

28

7b

25

23

22

2?

21

34

53

'L

1<5

IP

It,

16

20

1S8

31?

67

37

26

 

41.9

312

lh

25

27

21

15

23

21

IB

15

14

14 

14

14

14

14

14

14

15

14

12

13

14

15

13

10

9.4

9.4

30

31

16.8

31

9.4

47

24

21

13

12

10

10

9.4

P. 8

12

c .8

0.8

7.2

8.5

s.l

8.1

6.5

5.5

5.2

251

27

8.1

5.1

5.2

5.2

6.2

4.4

______

19.8

251

4.4

1.1BO

4.2

4.0

2^7

3.2

2.5

1.6

1 .6

2.2

l.B

146

BC

19

°.4

5.5

4.0

3.4

3.2

2.8

2.5

2.C

1.6

1.2

1.3

l.B

2.4

3.4

2.0

1.6

!2.6

146

1.2 

775

.60

.60 

.3i

.31,

.20

.10

.10

.10

.21

.10

.31

.1(5 

.30 

1.0

.60

.2J

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

.40

.IB

1 ,o

0 

11

2.8

.4f 

.2f*

.2C

.10

.10

.20

.20

.If

C

r

0 

0 

.20

l.c

2.2

?.4

3.4

2.7

2.4

1.8

1.4

l.r

.s;

.70

l.B

1.6

1.1

.8C

.5C

_____

31.10

1.C4

3.4

0 

6'

CAL It l»b t : THTAL !7,^b0.1 MEAN 4<s.2 MAX 1,330 MIN 4.r AC-FT 35,620 

WA1 Y* litji; TUTAL 4,777.30 KfcAN 24. C WAX 37L KIN L AC-FT 17.41C
RED KIVER BASIN

7-3281. Washita River at Alex, Okla.

Location. Lat 34°55'35", long 97°46'30", In NWv sec.7, T.5 N., R.5 ¥., near left bank on downstream 

side of bridge on county road, 1.0 mile north of Alex, 3.8 miles downstream from Winter Creek, 

and at mile 226.5.

Drainage area.--4.787 sq mi.

Records available.--October 1964 to September 1965.

gage. Water-stage recorder. Datum of gage is 1,000.00 ft above mean sea level, datum of 1929. 

Extremes. Maxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (3,000 cfs), water year 1965

Date

Nov. 9, 1964 

Nov. 17, 1964

Time

1100 

0915

Discharge

4,300 

3,370

Gage

height

12.06 

10.75

Date

Nov. 19, 1964 

Aug. 3, 1965

Time

1230 

1000

Discharge

3,200 

3,630

Gage

height

10.63 

10.55

Date

Aug. SB, 1965 

Sept.EY, 1965

Time

1430 

0200

Discharge

3, BOO 

* 5,330

Oage

height

11.03 

14.03

Annual minimum daily discharge, water year 1965

Water year

1965

Date

Aug. 6, 1965

Discharge

13

Water year Date Discharge

1964-65: Maximum discharge, 5,830 cfs Sept. 27 (gage height, 14.03 ft); minimum daily, 13 cfs 

Aug. 6, 1965.

Remarks. Records good. Some regulation by Port Cobb Reservoir (see station 7-3259), Foss Reservoir 

Ts"ee~ station 7-3243 j, and by numerous flood-retarding structures. Records of chemical analyses 

and water temperatures for the water year 1965 are published in reports of the Geological Survey.

Cooperation. Records furnished by Agricultural Research Service.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR CCTOBER 1964 TO SEPTEMBER 1965

1

2

4

5

6 

1 

8

9 

10

12 

13

15

16

17 

18 

19

20 

21

24 

25

26

28 

29 

30 

31

MEAN 

MIN

88 

75

80 

212

ei

56

48

44 

49

49

50 

52

52

65.2 

44

1,240 

3,080

518

325

1,230

2,830

941

688

555

354 

352

1,263 

88

251

268

262

^36

258

222 

235

235

218 

209

250 

20C

206

208

195

195

208

225 

218

206

190 

188

208 

186

IF AN

'201

257

303

273

175

162 

169

166

_ 

214 

303

MAX

MAR.

230 

215

213

232

492

190 

181

177

171 

162

492

^

208

388 

326

1,300

745

406

306 

287

268

225 

211

1,300

IN 

IN 13

169

335 

241

321 

82 B

593

517

289 

263

445

252 

211

828

AC-FT 

AC-FT

204

533

908

303

289

602 

1,320

756

499

556 

2, COO

1.61D

778 

547

2,000 

204

310,600

406

230

230

160

119 

103

83 

72

68 

64 

60

49

38 

62

53

37 

31

406 

29

24

27 

23

251

1,960

124 

318

364 

222

181 

112

88

80 

89

85 

55

44

586 

199

2,020 

13

428 

85

200 

87

48 

46 

41

27 

25

44 

30

28 

125 

171

346 

2 680

4 530 

5 180

5 530

2 090 

2,020

5,530 

25
RED RIVER BASIN

7-3285. Washita River near Pauls Valley, Okla.

Location.--Lat 34°45' , long 97°15', in SE-J sec.l, T.3 N., R.I W., on downstream side of right pier 

of bridge on U.S. Highway 77, 2 miles northwest of Pauls Valley, 6 miles downstream from Owl 

Creek, 7 miles upstream from Washington Creek, and at mile 146.5.

Drainage area.--5,330 sq mi.

Records available. May to December 1899 (gage heights only), October 1937 to September 1965.

Monthly discharge only for some periods, published in WSP 1311. Published as "at Pauls Valley, 

Indian Territory" in 1899.

Gage, Water-stage recorder. Datum of gage is 854.61 ft above mean sea level, datum of 1929. 

During 1899, chain gage at site 9 miles' downstream at different datum. Mar. 29, 1938, to 

Jan. S5, 1939, wire-weight gage and Jan. 26, 1939, to Oct. 6, 1948, water-stage recorder, at 

site 0.7 mile upstream at datum 1.53 ft higher.

Average discharge. 28 years, 776 cfs (561,800 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (5,000 cfs}, water years 1961-65

Bate

Mar. 30, 1961

Sept. 13, 1961

June 2, 1962

June 6, 1962

June 9, 1962

Time

01 SO

1400

0800

1700

1800

Discharge

7,000

7,000

9,330

6,550

* 11,700

Gage

height

13.14

12.80

14.50

12.90

16.10

Bate

Sept. 21, 1962

Oct. 28, 1962

Apr. 27, 1963

Apr. 5, 1964

May 10, 1964

Time

150O

1230

0445

0300

2000

Blsoharge

7,750

* 12,200

7,300

5,700

* 10,300

Gage

height

13.82

16.50

13.52

12,46

15.37

Bate

Hov. 17, 1964

Sept. 28, 1965

Time

1100

0100

Discharge

* 5,980

5,460

Gage 

height

13.50

13.25

Annual mlnLm discharge, water years 1961-65

Water year

1961 

1962 

1363

Date

Oct. 3, 1960 

Aug. 31, 1962 

Sept. 18, 19, 1963

Blsoharge

62 

95

8.1

Water year

1964 

1965

Bate

July 21-29, Aug. 1-8, 1964 

Sept. 16, 17, 1965

Discharge

0 

22

1937-65: Maximum discharge, 35,800 cfs May 18, 1957 (gage height, 27.34 ft); maximum gage 

height, 29.88 ft May 11, 1950; no flow at times in 1956, 1964.

Maximum stage known, 29.88 ft May 11, 1950. Stream is reported to have receded to no flow 

in 1882 and in 1897, from information by local resident.

Remarks. Records good. Some diversion for irrigation above station. Some regulation since 

 Mar. 30, 1959, by Fort Cobb Reservoir (see station 7-3259), since Feb. 13, 1961, by Foss Reservoir (see station 7-3243), and by numerous flood-detention structures. Records of chemical 

analyses for the water year 1963 are published in reports of the 3eologlcal Survey.

Revisions (water years) . WSP 89?: 1938. WSP 1341: Drainage area.

DISCHARGEi IN CUBIC FEET PEP SECOND. WATf? YEAR OCTOBER I960 TO SEPTEMBER 1961

DAY

1

5 

7

lo

\i

13

16

ie l«

21 

22

26

_"

31

MIW

OCT.

115

85

172

155

152

105

92

1,54'j

2.170 

2,350

1,643

1,35; 

2,53a

1,5UJ

8i>

NjV.

l.Gii.

<JL2

77:

552

480

440

43J 

420

365

JtJr. 

375

 

355

OEC.

37C 

375 

37C

S34

445

498

777

49J

456 

425

3 PC

330 

41-j

474

370

JAN.

600 

546 

522

486

480 

474

468

445

430 

425

320

300 

340

360

FEB.

375 

375

330

350

400 

450

445

504 

425

355

338

_____

MAR.

326

322 

314

3Co

3C6

282

243

ZS8 

333

350

31T

3,09C

APR.

1,750 

1,220

686

6t>6 

553

51C

375

355

270

255

 

MAY

231 

228

355

355 

326

252

252

2,220 

1,160

534

322

216

JUNE

198 

170

1,020

681 

1,380

2.240

2,530

1.400 

1,350 

1,300

5ZB

640

 

JULY

904 

743

510

405 

463

365

318

4C8 

375 

355

2,590 

1,120

616

322

AUG.

282 

258

202

219 

240

178

162

205 

200 

180

1,300 

448

264

195

SEPT.

188 

142

1,610

630 

415

219

377

4.04C 

2,110 

1,300

670 

776

2,730

 1 

91,770
RED RIVER BASIN

7-3285. Washita River near Pauls Valley, Okla. Continued

DAY

1

!>

7

<J 

12

15 

17

1 =

24

28 

23

33

MEAN 

MIN

OCT.

4UO

a S 6

466

375 

38u 

370

775

350

NGV.

4,410

1,100

1,350

^IL

805

1,633 

342

DEC.

714

791

594

558

552

715 

552

JAN.

522

440

375

686

546

518 

300

FEB.

400

492

405

380

 

380

MAR.

48C

355

350

342

APR.

338

2,140

933

322

MAY

1,040

921

3.130

192

JUNE

3,930

3,330

848

936

1,290

826

JULY

988

6C6

255

252 

963

688

1,260 

721

243

AUG.

534

365

222

188

120 

112

100 

100 

98 

112

98

SEPT.

205

252 

182

430

59*

410

3,280 

1.600 

1,150

952 

819 

714 

637 

600

1.008 

182

AC-FT 651,600

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3

4

5

7

e

 i

do

11

13 

14

16

19

21

24

25

26

28

30

MIN

576

480

450

3^5

380 

346

2S4

264

322

2,070 

1,380

872

I.C30

846

564

952

4*2

350

322

326

330

610

474

415

1.260

oOO

425

346

355

338

564

365

35C

338

326

342

306

180

2UO

260

160

140

200

400

510

425

326

294

360

400

415

425

342

286

278

270

258

994

48C

395

375

326

237

210

244

540

286

395

355

286

264

243

222

188 

185

396

2.630

735

516

350

282

222

216

195

162

150

128 

125

125

170

142

JUNE

180

228

264 

290

228

385

385

237

172 

140

1,680 

860

8O3

1,680

880

112

JULY

679

400

130 

110

85 

98

148 

145

252

168

125

195 

138

63

45

38

79

372

38

AUG.

125

57

35

30 

31 

28

22

18

18 

30

25 

20

20

35 

31

21 

22

20

12

24 

965

12

SEPT.

20

14

12 

13

11 

11 

61

37 

36

21 

15

12 

9.8

8.5 

821

370 

298

185 

158

132

92

72 

3,523.3

821 

8.5

8,140 MIN 98
RED RIVER BASIN

7-3285. Washita River near Pauls Valley, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1°64

1

3 

4

5

7 

8

11

12

13 

14

16 

17

18

21 

22

24

25

27

28

30

NIN

62

49 

46

41 

38 

35

30 

29 

25

19 

22

2J 

25

28 

29

66

19

68

54 

45

32 

30 

3C

34 

33

30

33 

34 

37

133

1U7 

97

65

* -50

86

86 

83

72 

71 

71

96 

100 

100

120

118 

107

85 

8C.

40

122

111

106 

106 

104

80

70

75 

75 

80

116

111

149

158

210

342 

296 

276

304 

244

195 

183

160

120

124

122

122

113

11R 

225

176

164

138 

134

132

*-

128

155

298 

215 

19C

128 

11R

11

10C

14t

80

88

86

390 

386 

307

5,6?0

1,350 

2,280

1,380 

810

Ifl3

116

33 L

726

327

464

279 

232

208

149

124

140

15B 

134

27?

126

72

67

49

46

33 

26 

21

16

12

8.0

1.7 

2.1

0

0

p

34

0

0

0 

0

0

0 

0 

5.0

24

15 

9.3 

4.0

296 

25?

417

657 

450

402

167

0

130

89 

79

73

67 

53 

45

42

36 

37 

?7

42 

109 

128

58

223 

1,0°0

442

394

475 

385

16»

20 

11,870

DISCHARGE, IN CUBIC PEET PER SECOND, WATEF YEAR CCTDBER 1964 TO SEPTEMBER 19C1;

1

3

4

5 

7

1C 

11

u

14 

lb

17 

Ib

I 5

2-3

21

23 

24

26

27

3 1

MAX 

MIrt

2BJ 

35c 

261

14^, 

lit

6 ,

1'jS 

124 

7;

5"! 

51

75

55

51

54 

53

1.23C

l,7,jr

45-

j:, ^d

-.1^0

t , 41-

l,3v:

565

4B3

53

459 

4U 

423

34^

276 

276

2 04

2hl

<!fcl

242

255

25Z 

158

252

258 

£52

330

200

1<52

182

182 

180 

174

312

294 

3C6

200

210

__-_-

172

21 j 

2C5

2<:a

205

2tf5 

273

33J

245

232

1 C 5

218 

21?

255

4Jl

823 

l.loC

2^7

24i,

218

212

202 

192 

185

217

3t8

35b

387

63C

435

162

318 

422 

435

'70

300

533

421

870

770

SOP

56E 

435 

366

20C

122 

114

102

84 

77

61 

48

30

4B

32

44

3C

33 

31

2^

28

238 

170

108

232

359 

248

127 

84

10?

56

35

586

?4

SEPT.

21R 

445 

1°5 

204

285 

85

36

35

29 

26

23

26 

1-57

374

085

758

4,100

4,980

4,220

2,070

23

4= TLIAL 13J,9ilC.3C AC-FT 265,600
RED RIVER BASIN

7-3295. Rush Creek near Maysvllle, Okla.

Location. Lat 34°44', long 97°24',' In SW^-SW-p see.10, T.3 N. , R.2 W., near right bank un downstream 

side of pier of bridge on State Highway 74, 2.8 miles downstream from Panther Creek, 5.3 miles 

south of Maysvllle, and at mile 14.2.

Drainage area. 206 sq ml.

Records available. December 1953 to September 1965.

Sage. Water-stage recorder. Datum of gage Is 903.04 ft above mean sea level, datum of 1929 (State 

Highway Department bench mark).

Average discharge. 11 years (1954-65), 59.9 cfs (43,370 acre-ft per year).

Extremes. Maximums and minimums (discharge In cubic feet per second, gage height in feet).

Annual maximum discharge (*} and peak discharges above base (3,000 cfs, revised), water years 1961-65

Date

May 17, 1961 

July 21, 1961

May 29, 1962 

June 1, 1962

Time

0630 

2300

0100 

2330

Discharge

* 4,090 

3,210

3,100 

4,670

Gage 

height

8.39 

7.62

8.20 

9.70

Date

June 9, 1962

Ocb. 28, 1962 

Mar. 30, 1963

Time

0630

OdOO 

2330

Discharge

* 11,200

* 9,490 

3,100

Sage 

height

14.40

13.3 

8.25

Date

Apr. 4, 1964 

May 10, 19b4

Nov. 17, 1964,

Time

1730

OU15

0200

Discharge

4,7tiO

* 7,450

* 6,620

Sage 

height

9.80

11.86

11.30

Annual minim

Water year

1961 

1962 

1363

Date

July 10, 

Sept. 4, 

At times

1961 

1962

Discharge

a 1.2 

1.8 

0

Water year

1964 

1965

Date

At times

Minimum daily.

1953-65: Maximum discharge, 38,500 cfs May 18, 1957 (gage height, 23.62 ft), from rating 

curve extended above 5,300 cfs on basis of contracted-opening measurement of peak flow; no flow 

at times 1954-56, 1959, 1963-65.

Remarks.--Records good. Records of chemical analyses for the water years 1963-6s are published in 

reports of the Geological Survey.

1 

2

3 

4

5

6

7

3

10

11

12

13

15

16

18 

13

2^'

22 

23

24

26

27

28

30 

31

TOTAL

MfcAN

MAX

HIM

5.J

5.4

S.J

e.7

29

8.1

5.9

5.4

5.4

5.4

5.4

6.4

23

23

15

656 

71

37

16 

12

10

30

17

15

16 

13

41,2

656

5.0

2 

)

2 

2

3

2

4

1

9.4

J

6

J

3 

2

2

4 

4

4

3

2

1

0

0

12.5

18

9.4

11 

11

1C 

47

46

27

14C

73

43

230

112

46

31

24

21

20

1*

in

24

32

23

26

25

42

40 

50

40.5

200

10

55

16

19

18

18

17

17

ie

18

IB

Id

21

20

24

45

40 

34

20

16

12

14

18

22 

27

23.5

55

12

24

16

27

33

32

n

28

27

23

22

20

21

22

20

22

27 

22

22

20

19

20

 -_

::::::

23.1

33

15

14

IB

J-3

25

/I

18

14

14

15

16

13

12

It

21

^7

17

14

13

52

35

37

245

58^ 

123

50.6

583

12

t.5

"t

32

11

78

3«

35

2fc

32

37

37

28

?5

24

25

2L

22

11

22

2.'

32.8

78

19

19

67

3<«

3?

2 =

27

:i

?1

21

?1

21

23

77°

105

83

Ti

74

74

69

6 =

6=>

67 

64

89. 3

779

19

t4

147

127

f-.ft

485

3^7

83

M

47

4r

3?

3t

31 

34

?4

1?

14

14

13

11

9.4

P.I

_

71.5

485

8.1

*.!

S.I

*.4

4.5

4.5

Z'!r

1.2

4.1

2.r

b.l

PI

35

14 

8.7

a.i

i^

^e

47 

33

24

18

17 

17

626

1.2

M,-

li~

\:7.5

9.4

7.5

7.C

5.0

5. a

43 *5?

7.5

0.4

5.0 

4.5

4.1

9

3.4

7.5

5.4

5.4

^\l

188

 

7.5

'3 

2^

Lit

?l

I 1

16

15

14

n

803

976

72

5u

46 

47

5J 

4 5

53

55

P9

4.

ICC

?76

AC-FT 46,080
RED RIVER BASIN

7-3295. Rush Creek near Maysville, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

4

5

6 

7

e

10

12

1* 

15

16

18 

19 

20

21 

22 

23

25

27

28 

29 

30

TOTAL 

MEAN 

MAX 

MIN

OCT.

1*

13 

13

1C*

18

23 

23

22

21 

14 

19

20 

20 

18

20

20 

20 

21

79* 

25.6 

104

13

NOV.

23 

2* 

23

26

20

26

200

70

75 

115 

61

86 

402

82

92

32 

32 

31

2,150 

71.7 

402 

20

DEC.

41 

38 

44

65

65

55 

75

166

35 

3* 

3*

34 

32

32

36

38 

36 

40 

40

48.0 

166 

32

JAN.

65 

70

53

34

32

40 

42

49

41

32 

30

28 

30 

36

50

44 

42

38

42.3 

70 

28

FEB.

35

35 

32

31

32

32 

35

34

29 

31

32 

32 

35

29 

31

28 

26

32. a 

41 

26

MAR.

28 

29 

32

36

31

29

32 

35 

51

56 

53 

47

44 

38

38 

32 

28 

31

35.4 

56 

28

APR.

4C 

35 

36

35

80

32 

24

20 

20

19

19

20 

J7

40 

32

86 

95 

51

37.5 

95 

19

[N 2.4

MAY

19 

19 

IB

13

11

9.4 

9.4

16 

16 

16

54 

36 

18

17

35

363 

423 

814 

168

75.7 

814 

9.4

AC-FT

JUNE

148

70

305 

152 

1,110

781

386

165 

122

109 

150 

75

70 

75 

70

73 

75

73

68 

65

68

373 

2,000 

63

48,430

JULY

51

46

40

38 

38

81

95

35 

24

21 

58 

28

22 

20 

17

19 

32

29 

23 

26 

4B

42.5 

05 

16

AUG.

16 

12

10 

8.8 

8.3

7.4

5.1

6.6 

6.6

5.B

3.6 

3.3 

2.7

3.6 

4.8 

3.6

3.3

3.0

2.7 

2.7 

2.7 

2.4

8.27

39 

2.4

SEPT.

7.4 

4.2

3.5 

4.2

3.9 

14

13

6.2

4.8

4.5

la

18

7.4

5.8 

6.6

74

15 

10

86 

31

16 

12

8.8 

7.8

14.0 

86 

3.0

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

6 

7

8

9

10

2

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

1

MEAN 

MIN

7.4

7.0

6.6

6.6

6.2

33 

18

12 

10

75

17

13

11

10

9.5

10

13

12

12

11

11

10

9.4

9.4

28

4,730

50C

100

192 

6.2

110

120

80

50

40

30 

40

50 

36

32

28

24

24

26

26

28

28

29

32

36

40

41

41

387

101

18

10

7.4

7.0

32

96

31

22

22 

21

22

20

19

17

23

21

19

20

19

20

90

35

31

32

32

32

34

32

32

34

34 

922.0

7.0

32

34

32

34

36

35

29

32

14

17

20

24

28

30

24

20

22

24

20

16

28

30

24

22

26

36 

816

13

44

29

29

29

28

26

27

27

27

26

23

24

24

24

23

23

22

23

24

23

22

22

22

23

 

______

22

26

24

26

29

32

28

29

L23

32

22

21

19

18

20

23

22

21

20

20

21

23

23

22

21

31

646

18

72

41

80

32

21

27

22

22

22

20

19

18

19

29

22

18

18

18

17

18

23

301

564

198

134

_____

17

31

32

41

40

38

61

26

22

18

14

13

12

12

12

12

13

14

11

13

14

16

16

13

11

11

2L

11

24

20

10

32

24

22

14

12

14

8.8

7.4

.8

1

.8

.8

.6

.1

.2

^q

.6

.3

.0

.0

.8

.6

- 

1.2

.90

.90

.70

.30

.10

0

0

0

0

5.4

27

13

5.4

3.6

1.4

.70

.10

0

0

0

0

0

0

0

0

12

4.8

0

2.4

1.2

.10

0

0

0 

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

.12 

2.4 

0

1.0

3.0

1.2

.20

0

0 

0

0 

0

0

0

0

0

.80

2.2

1.0

.40

0

0

0

0

.40

5.1

1.6

.50

.10

.58 

5.1 

0

AC-FT 29,350
RED RIVER BASIN

7-3295. Rush Creek near Maysville, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WSTEP YEAB CCTOBEP, 1963 TO SEPTEMBER 1964

3

5

fc

7

10

11

13

17

18

20

21

22

23

25

26

27

28

29

3C 

31

MEAN 

MAX

u

,-,

0

C

c

0

0

u

I.

^

c

y

c

c

(1

.id

0

0

^

n

0

.CC7 

.1C

. 3u

.40

.70

.SO

.7C

.50

.80

. 80

.51.

.40

1.2

l.Z

1.0

4U

32

14

8.B

8.2

4.4

3.2

2.6

2.C

1.5

1.5

4.54

1.5

1.5

1.5

1.5

1. J

1.2

4.2

4.0

2.0

3.1

2.2

. 8C

1.3

2. u

2. a

3. J

5. ^

4.0

6.0

5.5

3.8

4.2 

3.8

3.33

2.4

3.4

3.1

2.8

2.8

2.8

2.5

i.O

1.6

ll*

1.0

4.C

8.0

8.5

9.4

0.5

5.5

5.0

4.5

3.6

3.8

3.8

3.4

4.2

12

24

4.70

16

12

11

24

45

40

32

26

19

15

12

12

9.4

11

10

7. 6

7.6

6.5

6.5

6.5

6.0

6.0

6.U

5.5

6.5

14.1

7.C

7.6

7. J

7.6

8.2

7.0

6.5

8.2

23

18

9.4

S.3

7.^

7.0

8

6

4

2

0

8.2

s.a

8.2

7.C

7.0

7.6

8.8

11.8

8.2

7.6

27

68°

281

El

27

1°

13

12

= .3

9.1

8.1

fi.7

^.3

1C

1C

11

11

in

11

11

14

6.9

5.C

4.2

45.2

4.6

4.6

3.8

3.2

3.5

4.6

6.4

161

2,240

355

154

40

22

5.0

3.5

2.3

1.8

1.8

2.6

2.6

2.3

2.3

2.1

2.1

10

135

205

128 

2.240

76

28

20

16

17

13

11

8.7

5.0

5.4

6.4

5.9

5.4

5.0

4.2

3.2

2.1

1.4

5.0

.80

.40

.30

0

0

0

8.85 

76

0

0

0

0

0

c

0

0

0

0

0

c

0

n

0

0

0

0

0

0

0

0

0

0

15

3.5 

0

.60 

15 

(1

0

3

0

0

0

0

0

0

0

0

0

0

.70

0

136

25

3.8

45

2.6

.20

0

79

219

44

17

11 

6.4

21.6 

219 

0

3.5

1.0

^.8

0

0

0

0

.40

1.6

05

19

3.8

1.4

1.^

1.1

438

108

62

45

105

66

55

42

42.0 

438 

0

DISCHARGE, IN CUBIC

DAY

1

2

e

9

10

11

12

14

15

16

17

18

19

20

21

23

24

25

26

28

25

30

31

MEAN 

MAX

WIN

OCT.

31

2C

15

18

7.5

5.0

3.5

2.9

2.3

2.t>

2.3

8.1

8.7

5.".

4.6

4.2

3.5

3.2

3.5

3.8

3.2

3.2

3.5

16

3.7

6.4

5.4

5.0

31

2.3

NOV.

-i.6

4.2

152

376

113

7U

45

28

19

14

10

5.V

4.0

9.3

3.7

1,330

530

1.C40

211

50

55

37

26

26

20

16

12

______

1,330

-t.2

DcC.

14

14

13

10

8.7

8.7

8.7

9.3

1C

3U

27

21

15

15

15

14

12

32

33

28

15

14

14

12

12

13

11

13

15 jc

8.7

15

15

14

17

17

18

18

19

3C

32

28

28

25

23

18

20

1°

17

17

21

55

47

31

2C

15

14

14

14

99

14

13

12

12

14

14

17

19

32

43

35

28

26

20

19

19

16

17

17

17

16

11

10

14

17

18

 

 

_____

48

10

16

15

14

11

11

1C

10

1C

10

11

13

32

19

IB

19

13

17

14

12

13

12

13

14

20

14

13

12

12

32

1C

 ,24C > 

12

14

34

2i

21

22

IS

245

50

39

27

18

25

21

19

17

14

14

13

11

8.7

7.5

6.°

7.5

S.7

7.5

O.9

______

245

6.°

IN C

6.4

7.5

8.1

8.1

10

11

9.3

8.7

15

22

14

11

22

19

14

13

10

11

14

14

9.3

13

15

297

102

51

32

28

297

6.4

AC-FT

21

32

35

26

26

70

14

11

9.3

32

56

22

27

23

39

27

21

16

12

11

18

11

12

11

5.0

2.5

1.9

______

56

1.9

21,830

1.4

1.1

1.1

1.1

1.0

1.3

l.C

.40

.20

.30

.60

.10

0

0

0

0

0

0

0

0

0

0

0

35

13

8.7

3.2

1.3

35

0

.80

.40

.10

0

0

0

1.4

111

.80

.70

.10

0

0

0

0

0

0

0

0

0

«>4

5.9

1.8

.20

0

6.4

1.3

.10

111

U

0

.40

2.1

23

12

11

5.9

3.5

2.6

1.4

.30

0

0

r

0

0

119

198

594

101

68

66

62

53

37

32

27

 

1,535.20

594

0
RED RIVER BASIN

V-3299. Rock Creek at Dougherty, Okla.

Location. Lat 34°23'50", long 97°02'10", In NW£SW£ sec.7, T.2 S. , R.3 L. , on downstream side of

 bridge on State Highway 7-C, 1 mile east of Dougherty and at mile 1.0.

Drainage area.--138 sq ml.

Records available.--Occasional low-flow measurements, water years 1950-55. March 1956 to

 September 1965. Prior to October 1958, published as "near Dougherty.

gage. Water-stage recorder. Datum of gage Is 743.87 ft above mean sea level, datum of 1929. Prior 

to May 15, 1956, wire-weight gage at same site and datum.

Average discharge.--9 years, 69.2 cfs (50,100 acre-ft per year).

Extremes.--Maxlmums and minimums (discharge In cubic feet per second, gage height In feet).

Annu9

Date

Dec. 7, 1960 

Dec. 10, :960

Sept. 28, 1961

Oct. 10, 1961 

Nov. 22, 1961

1 maj

Time

163O 

2030

023Q

1900 

1400

Imum dlscf

Discharge

2,050 

2,050

+ 3,280

4,290 

1,510

large («

Gage

height

5.58 

5.55

6.4S

7.25 

5. no

and peak disci

Date

June 1, 962 

June 10, 962

Oct. 28, 962 

Nov. 26, 962 

Dec. 20, 962

large £

Time

0400 

1500

1030 

1600 

12 no

above baj

Discharge

2,150 

* 9,100

2,920 

2,480 

3,280

e (1,50

Gage

height

5.45 

8.95

6.10 

5.75 

F.36

0 cfs), water y

"Date

Mar. 31, 1963 

Apr. 28, 196?

May 10, 19P4 

Nov. 18, 1964

sars 3

Time

0500 

1630

0430 

1930

961-65

Discharge

1,540 

* 5,160

* 6,740 

* 3,O80

Qage

height

4.75 

7.40

8.09 

6.58

1 minimum dally discharge, water years 1961-65

Water year

1961

1963

Date

Sept. 2, 3, 8, 9, 1961

Aug. 28, 1963

Mscharge

5.0

1.8

Water year

1964

Date

Aug. 13, 1964

Discharge

1.1

1956-65: Maximum discharge, 25,600 cfs May 17, 1957 (gage height, 13,76 ft); maximum gage 

height, 16.80 ft May 18, 1957 (backwater from Washlta River); no flow July 28, 29, Aug. 11-18, 

26-28, 1956.

Remarks.--Records good.

DISCHARGE, I(« CUBIC FEET PER SECOND, hAFER YEAP OCTOBER I960 TO SEPTEMBER 1961

1

3 

4

7

1'j 

11

ll

ib

16 

17

21 

22

21 

24 

25

26 

27

2t) 

L? 

30

MEAN 

MAX

AC-FT

z:

20 

21

24

23 

23

23

12

23

25 

22

40

23 

,25

165 

191

41

54

"°

b:>.4

21

20

18

18

ie

18

1 =

1^ 

17

17

17

15

16

lo

16

18.3

16 

19

27 

611

01 

054

598

111

86

70 

6t

55

48 

48

4o 

45

44

-,3 

68

135

213

8C 

78

78 

72

58 

60

57

55

54

51 

51

46

44 

44

44 

38

40

44 

44

60.5

40 

39

46 

55

63 

61

55

51

49

49 

60

51

58 

58

54 

52

52

~ :

56.0

4B 

4B

50 

4B

42 

4C

44

40

39

41

152

98

58 

58

50

82

273

128

1,030

120

3,680 

L.01C 1

123

1C5

78 

73

126 

8C

82

6°

58

54 

52

52

54 

54

46

44

40

38

32 

33

_________

72.3

1IN B.I 

<IN 5.1,

32

"8

39 

32

44

28

24

20

2fl

18 

19

19

19 

21

29

28 

43

61

25 

25

38.0

AC-FT 

AC-FT

22

24 

25

25 

63

51 

26

21

19

35

23 

22 

20

19

IB

17

17 

20

19

15

13

27.7 

158

6B.040 

38,750

13

13 

12

2

5

4 

1

9.9

8.7

66

16 

9.9 

7.0

7.0 

6.0

6.0

13 

9.3

9.3

8.7 

11 

7.6

13.2 

66

811

7.0

6.4 

6.4

9.3 

7.0

6.0 

5.4

5.4

6.0

6.4

6.4 

6.4 

7.6

8.1 

7.6

6.4 

7.6

7.0 

7.6 

7.0

6.0

7.0 

6.4 

6.0

S.90 

12

424

7.0

5.0 

21

8.6 

6.0

5.0 

5.4

5.4

98

14

11 

9.3 

8.7

8.7

8.7

9.3 

8.1

9.9 

7.0

7.6

*03 

29 

26

881.6 

29.4 

403

1,750
RED RIVER BASIN

7-3299. Rock Greek at Dougherty, Okla.--Continued

1

2 

3

7

a

11

13 

14

15

16

20

21

22 

23

24 

25

27 

29 

31

TOTAL 

MEAN 

MAX 

MIN

DISCHARGE, IN CUBIC FEET

21 

13b

31

in

13

302

 35 

67 

5-i

44

42 

37 

35

35

36

21 

2-J

22

2"

l.lin 

It.

20 

27 

24

20 

1 j

IB

20

it

2? 

4E

f>2

_s7

53.5 

755 

IS

37 

34 

33 

32 

31

30

7C.

It'1 

48

124

Tb

58

48

4C

36 

«

5E.3 

233

3=) 

39 

39 

40 

40

35 

35

28

16

26

38

32

31

26 

18

28

38

31 

28 

27

31.0 

40 

16

27

28 

27 

28 

27

2*

24

27

26 

26 

26 

24

24

24 

23 

23

24

24

18

25.2

IB

il

21

1-

13

1 H

lo

Id

If

13

13 

IB

12S

4 )

41

35

40.1

IB

YtAF L'CT

45

43

45

41

17

31

?7

2B

27

25

?3

if

hi

lift 

73

'! - .8

23

IBFP 1961

54

42 

39 

35

33 

31 

2S 

25

21

19

17

16 

16 

16 

14 

13

13

11 

13

13 

16 

1 3

21.9

11

TC SEPTE

72C

88

99 

64 

79 

143

476 

27C

142

83 

75

525

103

7C

6C

52

5C

48

41

'IS

1,6,

1BER 1962

39

34

30

23

24 

21

19 

17

14

66 

26

IS

30 2' 

22 

23 

21

23

27.1

14

16

16 

15 

12

11

11 

11

9.9

9.9 

7.6

7.6

7.6

6.4 

6.4

5.4 

5.4 

6.0 

21 

23

8.1 

8.1 

25

11.6

5.4

38

13 

12

32 

50 

20 

14

13

13

9.0

23

24 

13 

11 

11 

12

12 

11

11

11

11

479. P 

If-.C

9.9

DISCHARGt, IN CUBIC FEET PER SECOND, ««T?P YEAR OCTOBER 1962 Tu SEPTEMBER 1563

1

2

^

4

5

6

7

8

»

11

12

li

^4

15

16

18 

15

2C

22 

23

24

25

26

28

29

30

31

MEAN 

MAX 

MIN

14

11

11

12

11

12

11

11

12

145

3]

22

19

17

15

15

13

13

13

12

12

itioa

128

40

69.8 

1.100

11

34

32

30

26

26

26

24

24

22

22

22

2u

2u

20

1<=

20

2 L> 

19

20

21

856

116

86

______

66.8 

856 

19

03

7C

73

64

5*

50

51

48

44

42

39

41

3930

40

1.07d

14c 

97

81

78

63

64

64

58

sa.7

1,070

58

57

55

55

53

54

54

52

52

48

40

3C

24

30

40

30

39 

34

30

32

34

32

33

35

58

39

39

33

31

31

31

30

3U

30

23

25

25

25

25

23

21

21 

21

21

21

21

21

_____

39

2>

22

22

24

25

24

23

28

2B

30

^U

25

22

2?

133

52

40 

38

39

65

40

37

38

858

858

206

115

 52

77

7?

73

63

55

51

49

44

41

39

37

32 

45

35

29 

27

29

33

65

1,360

490 

211

1,360

125

93

85

7C

58

52

46

35

35

30

28

28

26

26

Z\ 

22

20

18 

18

16

17

17

14

13 

13

17

125

18

15

11

13

12

11

12

A.S

6.G

8.7

B.7

0.3

8.7

8.7

11 

13

11

8.1 

7.6

7.C

5.4

5.0

8.7

8.7 

8.1

18 

5.0

7.6

7. ft

8.1

7,6

5.»

5.4

7.0

7.0

6. ?

5.2

13

8.7

18

B.7

5.4 

5.4

6.C

6.0 

6.0

5.0

5.C

6.0

0.9

11 

°.9

7.6

18 

5.0

6.4

b. 0

6.3

6.4

6.C

7.5

7. ft

IS

17

11

11

11

12

5.8

4.5

4.5

4.5

4.5 

3.2

4.5

2.8

2.8

l.s

2.5

6.0

14

6.94 

18 

l.fi

SEPT.

8.1

4.0

4.r

13

5.4

4.5

7.6

7.0

4.5

?}

12

9.7

= .<5

12

8.1

7.t

7.6 

7.6

6.4

6.C

6.4

6.4

6.4 

6.0

8.24 

30 

4.0

AC-FT 40.31C
RED RIVER BASIN 585

7-3299. Rock Creek at Dougherty, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAK OCTOBER 1963 TO SEPTEMBER 1964

1 

2 

3

7 

8 

9 

10

1 

2 

3

5

7

9 

0

3

7

9

0

ME N 

HA 

HIN

5.8 

5.0 

4.4 

4.7

4.0 

3.0 

3.2 

3.2

3.0

3.0 

3.2 

3.U

3.0

3.5 

3.5

3.2

4.0

5.L

5.1

4.0

4.C.4

5.B 

6.7 

6.2

5.4 

4.7 

4.4 

5.0 

5.6

5.0 

5.0 

4.7

5.8

5.S 

5.8

17 

18

7.2

5.8

5.0

4.4

6.35 

18

4.0 

4.0 

5.0

4.4 

4.4 

4.0 

3.8 

6.7

16 

7.2

5.4

4.6

5.4 

5.4

5.5

5.8

5.C

7.6

6.7

5.77 

16

6.7 

6.2 

6.2

5.8 

5.8 

5.8 

6.2 

6.2

5.8 

5.4 

5.0

4.5

5.0 

6,5

8.7 

7.2

7.2

7.6

10

6.83 

14

8.1 

10 

17

15 

10

8.7 

7.o 

7.6

7.2 

7.6 

7.6

7.2

6.7

6.2

5.8 

6.2

7.2

7.6

_____

8.74 

25

8.7 

9.2 

13

9.2 

8.7

9.2

20

19

!6 

13 

11

8.7

8.1 

8.1

14 

15

8.7

8.7 

8.1

7.2

20

7.6 

9.8 

11

10 

8.1 

7.2 

7.6 

6.7

b,7 

9.8

9.2

6.7

8.7 

9.2

S.8 

9.2

11

11 

14

= .2

15

10 

11 

11

14 

15 

112 

31

1.600

227 

67 

46

34

32 

29

25 

25

23

22

21 

22

191

90.8 

1.6CO

24 

19 

17 

15

14 

12 

11 

10 

1C

9.8 

9.8

°.8

8.1

13 

15

9.8 

8.7

5.0

4.8 

4.8

4.6

24

4.4 

4.2 

4.0 

3.8

3.4 

3.2 

3.2

3.0 

3.0

2.8 

2.6 

2.4

2.1

1.9 

2.1

2.1

1.9

2.L

1.4

2.3 

1.4

4.0

5.4

2.1 

1.9 

1.5 

1.5

1.4 

1.4 

2.1 

3.5 

2.7

1.9 

2.3 

I.I

14

11 

4.7

9.9 

4.4

15 

8.1

4.4

4.7 

6.7

24 

8.1

2 3 o

7.55

66

.4 

.7 

.4 

.4

.C 

.0

.r

.7

.8

.0 

.4 

.4

.C

38 

27

9.2 

13

1C 3 

53

17

14 

2C2

25 

19

2C2

CIlCHARGfc, IN CUBIC FEET PER SECJNDi KATtP YEAR DCTOdbR 1964 TO SEPTEMBER 1965

1

2

3

7

3

^

lo

11

12

13

14

16

18

19

21

22

24

25

2b

27

2°

30

MEAN 

MAX

MIN

OCT.

6

5

3

0

3.2

8.7

b.2

5. j

5.4

5.S

10

8.7

6.2

5.0

4.0

4.4

5.5

8.3

9.5

5.0

-).0

9.2

0.1

8.07 

16

8.7

1.6

5

0

5

5

2

0

8

8

7

5

5

9

1.2 0

1,3 0

1 a

2

0

4

1

7

5

2

132

1,350

3.7

DEC.

31

31

31

29

27

26

26

28

53

39

3C

28

24

22

18

IB

17

16

18

17

17

16

15

16

23.7 

53

15

18

2D

19

16

16

17

17

16

16

18

18

18

17

14

15

16

18

160

56

46

39

36

34

32

160

L4

FEB.

29

26

25

24

25

26

28

234

114

68

50

45

41

36

33

32

32

29

28

30

32

32

_____

 

234

24

HAK.

123

52

39

36

30

23

34

33

31

51

46

38

34

32

28

27

28

29

2J

31

29

2-J

28

123

">

25

29

34

31

198

72

6C

58

117

lie

70

55

54

45

41

y,

31

28

23

22

23

25

19

2C

275

19

19

IB

19

17

17

16

18

144

257

112

51

36

565

Bt

55

54

41

36

34

33

341

141

60

48

565

16

38

33

28

2°

33

24

23

21

17

ir

15

26

24

19

14

14

13

17

[2

14

14

11

10

9.8

38

9.6

8.7

8.1

7.6

7.6

9.2

8.7

8.1

P.l

8.1

7.5

7.0

C.2

6.C

6.C

6.D

6.0

5.8

5.C

5.P

5.4

5.0

5,4

13

6.2

13

5.0

6.2

5.8

5.4

5.4

5.4

11

7.2

6.2

t.Z

5.8

4.4

4.C

4.0

13

6.2

6.2

5.8

5.4

6.2

5.4

4.4

4.0

8.1

5.0

14

4.0

SEPT.

6.2

4.7

4.C

3.8

4.4

3.8

3.?

2.7

1.4

1.2

2.1

1.5

1.7

1.4

3.7

11

12

7.6

7.2

7.2

6.7

7.2

7.2

5.C6 

16

."0
586 RED RIVER BA3IH

7-3310. Washlta River near Durwood, Okla.

Location. Lat 34°14', long 96°58', In SE^ sec.3, T.4 S., R.3 E., near left bank on downstream side 

 of p'fer of bridge on U.S. Highway 177 (renumbered), 1.3 miles downstream from Caddo Creek, 4 miles 

north of Durwood, and at mile 63.4.

Drainage area.--?.202 sq mi.

Records available --August 1928 to September 1965. Monthly discharge only for some periods, published in WHF 1311.

Gaire Water-stage recorder. Datum of gage is 650.57 ft above mean sea level, datum of 1929 (levels 

~^y Corps of Engineers). Prior to Feb. 16, 1939, chain or wire-weight gage at same site and datum. 

Dec. 15, 1950, to Feb. 19, 1952, wire-weight gage at site 500 ft upstream at same datum.

Average discharge. 37 years, 1,451 cfs (1,050,000 acre-ft per year).

Extremes. Maxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and pe-Jt. discharges above base (10,000 cfs}, water years 1361-65

Date

Oct. 19, I960

Dec. 8, 1960 

Dec. 11, 1960

Nov. 22, 1961

Time

0245

0230 

0820

0400

2400

Discharge

10,700

12,000 

10,300

* 18,800

10,100

Oage 

height

15.78

16.38 

15.58

19.34

16.48

Date

June 2, 1962

June 10, 1962 

June 19, 1962

Oct. 29, 1962

Mar. 31, 1963

Time

2100

2030 

1300

0230

1700

Discharge

18,800

» 20,000 

14,400

* 16,100

11,600

Gage 

height

20.61

18.91

20.81

18.65

Date

May 11, 1964

Nov. 19, 1964

Time

0830

1700

Discharge

* 17,400

* 23,000

nage 

height

21.46

23.75

al minimum discharge.

Water year

1961 

1962 

1963

Date

Aug. 13, 1961 

Aug. 31, 1962 

Aug. 29, 1963

Discharge

a 171 

121 

9.4,

Water year

1964 

1965

Date

Aug. 11-14, 1964 

Sept. 18, 1965

Discharge

0.10 

20

a Minimum dally.

1928-65: Maximum discharge, 98,000 cfs May 19, 1957; maximum gage height, 44.37 ft Oct. 31, 

1941; no flow Aug. 28, Sept. 14 to Oct. 1, Oct. 7-12, 1956. 

Maximum discharge known, 98,000 cfs May 19, 1957.

RemarKS.--Records good. Some diversions above station for irrigation. Some regulation since 

March 1959 by Port Cobb Reservoir (see station 7-3259), since February 1961 by Foss Reservoir 

(see station 7-3243), and by numerous flood-retarding structures. Records of chemical analyses 

and water temperatures for the water years 1961-65 are published in reports of the Geological 

Survey.

Cooperation. Results of 144 discharge measurements furnished by Corps of Engineers. 

Revisions (water years).--WSP 1211: Drainage area. WSP 1281: 1935(m).

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER, 196C TO SEPTEMBER 1961

1 

2

4 

5

7 

8 

1

1C

12

13

15

16 

17 

18

1<3

20

22 

23

28

30 

31

«IN

330

215

902

297

235

193 

2C3

635

7.86C 

3.420

3,100 

3,360

2,023 

2,320

1,820

1,100 

995

70*

6C5

550 

530

491,

475

470

AU02

4oC

48G 

635

8,950

2.53C

4,350 

2,500

1 , 3QC

770 

674

1,370

54,015

2,180

860

710

605

580 

570

565

SCO

505

550

FEB.

555

455

074

662 

630

555

692

535

4iO

565

t°4

4GZ 

358

353 

366

X

960

2.180 

14,51,:

5.60L

1,430

1,060

3%qo

610

565 

55t

*38 

426

426

1,000

'704 

787

406

398 

390

, ,

3,220 

1,'38 7C

1,180 

1,240

394

888

JUNE

346

&

544 

1 24C

,640 

,620

'

,450 

,160

i230

860

L2

800 

674

641 

-~~

1,546 

9! lie

1,260

710

450

312

1,480 

580

1,450

1,540 

1.180

455

35, »<,

1,148

382

245

220

174

272

250

701

710 

550 

438

285

398

SEPT.

258 

248

690

800 

595

396 

3,120

4,580 

4,350 

3,010

1,750 

1,300

1,060 

995

710 

981 

3,770 

2,470 

1,380

1,645 

6,720

57,890
RED RIVER BASIH

7-3310. Washlta River neap Dupwood , Okla. Continued

DISCHARGE, IH CUBIC FEET PEP SECOND, "(ATE-1 YEAP bCTOBER 19*,! TO SEPTEMBEP 1962

I

7

11

12 

13 

14

13

2' 

21

25

28 

2=>

31

MIN 

AC-FT

1.15J

7V.

6.61U

t:?,!:

.7.,

,02- 

E1B

5>d

544 

544

 itt

Me. 

83,25:-

1,1:0

1.,,,

1.5L!.

l"ll~G

i,l3i.

.,177

l.--r

l,i5C

3^

?«

70,7 3C

4,6

75,

25:

550

eac

714

3^, £70

U.

49C

5.2

~

28,:r0

474

-

tc ?

l.»^

762

3_.?£

"

S12

X

*_

^

-4D

2,520

MAY

a '..I

318

246

282

2-711 

3,530

52,190

4,05^ 

7,480

7,050

4,830

1.07 =

1,400

1,600 

1,350

87C 

706

472

386

28*

640 

1,140

826 

666

406

551

990

330

238

184

254

145 

149

21,520

262

266

350

278 

270

538

358

330 

382

915

604 

618

2,110 

3,960

I, ',50

786 

30,338

5,860

>1EAN 1,345 MAX 17.JCU MIN 131 AC-FT ">74,PCP

DISCHARGE, IN CUBIC FEET PEP SECOND, hATEP YEAR HCTOEEf 1962 TQ SEPTEMBFR 1163

1 

2

4 

5

7

12

14 

15

Ito 

18

15 

21

23

27

Zb

3'',

MIN

515 

452

48i;

352

332

2aa

3u8

890

6,07'"' 

10.501, 

3,370

1.35C

83i

456

4J2

4(-u

2.3CC

l.OBL

1.53L

aeo

510

5 530

1 740

33C 

775

55C 

565

535

360

200

380

515

510

480

______

 S!

404

4lh

38B

33n

" 7^

Ii3*0

32a

l.son

1,301

1,440

725

203 

203

218

248

242

221

155 

130

830

TOO

324

92

611

294

227 

173

36 

55

?18

50

37 

27

18 

18

13 

12

17

11 

18

ltlll:$

32 

32

23 

18 

22

18 

16

18 

17

15 

122

90 

58

47 

40

38

34 

252

541

359 

276 

236

176 

162

145

108

113

6,720

AC-FT 455,600
RED RIVER BASIN

7-3310. WashJta Rivpr near Durwood, Okla. Continued

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3 

4

7

9 

10

11 

12

14

15

10 

17

19

21

23

25

26 

27

29 

3C 

31

MEAN 

MAX

H55

4b 

43

3b 

34

27

il

2C

Lo

12

16

20 

Ifl

30.4 

88

27

47 

47

45

41

30 

28

27

32 

32

46

106

191

160 

135

73.5

DEC.

86

86 

34

Be

88 

78

68 

93

17C

104 

102

1 I'

98

70

75 

104

1C 5

JAN^\

30 

30 

18 

14

06

06

08 

OB

80

80 

92

110

114

13Z

128 

114

110

152 

152 

155 

Ids

312

300

352 

286

251 

224

200

185

170

162 

148

234

123 

138 

140 

162

145

150

173 

362

490

191 

173

188

206

182

1BZ 

165

200

13C 

142

2,260

60S

372

268

150 

142

125

145

135

155

188

33B

481 

212

165 

135

1,110

7.390

2,580 

1,480

83O

580

425

332

278 

1,820

1,670

JUNE

SBC 

740

620 

520

320 

28?

485

470 

470

298

368

425

341

150 

128

461

JULY

99 

89

64 

60

50 

42

18

15

1

.3

.2

.2

.2

.0 

.4

31.4

AUG.

3.

. 0 

. 0

. 0 

. 0

1. 

. 0

. 0 

. 0

. 0 

9.

42

163

600

178

1,260

580

838 

455

292

SEPT.

300

212 

178

219 

115

94 

67

56 

48

39

42

194 

958

350

232

2,380

680 

560

912

640

531

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

5

6

7 

8

10

11 

12

15 

16

20

Zl 

22

24 

25

26

27 

28 

29

30 

31

MAX 

MIN 

AC -FT

DCT

70 

IB

00

05

120 

124

118

88

64

68

78

84

500 

10.180

NOV

63 

11°

2,290

2,740 

1,530

880

Z .I«

1,160

 

201,906

610

595

55C

575 

555

362

355

28,310

352 

372

355

346 

34 B

550

380

32,150

330 

313

276

1,080

282

 -

28,230

363 

330

296 

282

386

330

22,B2>1

320 

327

463 

2,490

782 

905

366

 

47,580

288 

267

249 

246

1,280 

1,040

905

580

1,880

746

64,090

550 

500

590 

530

2.530

1,280 

940

849

6OO 

808

1,720 

1,240

 

58,510

632 

485

355 

313

108

87 

78

68 

65

52 

52

45 

46

82

905 

45 

11,870

62 

52

34 

39

335 

327

246

180

144 

193

132 

12T

118

183

560

1,150 

34 

14,960

332 

392

202 

218

90 

58

28 

24

22

496

1.700 

912

2.84O 

4,250

5,190 

5.640 

3,880

36,218

S.640 

22 

71,840

MAT YR 1965: TOTAL 298,648
RED RIVER BASIN

7-3315. Lake Texoma near Deni&on, Tex.

Location. Lat 33°49'05", long 96°34'20", in NE£ sec.33, T.8 S., R.7 E. , Indian meridian, in control 

tower of Denison Dam on Red River, 1.2 miles upstream from Shawnee Creek, 1.8 miles upstream from 

Sand Creek, 4 miles northwest of Denison, and at mile 725.9.

Drainage area.--39,719 sq mi, of which 5,936 sq mi is probably noncontributing.

Records available.--July 1942 to September 1965. Month-end contents only for some periods, published in WSP 1311.

Gage. Water-stage recorder. Datum of gage is at mean sea level, datum of 1929. Prior to Mar. 30, 

1944, staff or wire-weight gage at same site and datum. Prior to Oct. 1, 1948, auxiliary staff 

gage in Cumberland pool at same datum.

Extremes.--Maximums and minimums (contents in acre-feet, elevation in feet) for the water years 

1961-65 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

July 3, 1961 

June 14, 1962 

Oct. 1, 1962 

Oct. 1, 1963 

July 6, 1965

Contents

2,965,300 

3,096,200 

2,848,100 

2,033,900 

2,538,100

Elevation

618.39 

619.76 

617.13 

608.13 

614.72

Minimum

Date

Feb. 4, 1961 

Apr. 21, 1962 

Sept. 30, 1963 

Sept. 16, 1964 

Nov. 2, 1964

Contents

2,500,900 

2,474,200 

2,113,300 

1,565,100 

1,762,000

Elevation

613.15 

612.83 

608.13 

600.42 

603.92

1942-65: Maximum contents, 5,991,300 acre-ft June 5, 1957 (elevation, 643.18 ft); minimum 

since power pool was first filled, 1,565,100 acre-ft Sept. 16, 1964; minimum elevation, 599.96 ft 

Mar. 1, 2, 1957.

Remarks. Reservoir is formed by a rolled-fill earth dam. Flow was diverted through conduits July 27. 

1942; regulated storage began Oct. 31, 1943; power pool was first filled Mar. 15, 1945. Capacity, 

based on 1962 survey, 5,392,900 acre-ft at elevation 640.0 ft (crest of spillway) and 2,733,300 

acre-ft at elevation 617.0 ft (maximum power pool). Dead and sediment storage, 1,049,200 acre-ft 

at elevation 590.0 ft in Denison pool and 11,000 acre-ft at elevation 610.0 ft in Cumberland pool. 

When contents are below 2,167,900 acre-ft, the reservoir is divided into two pools by protective 

levees around the Cumberland oilfield on the Washita River arm with bottom of outlet channel for 

the upper pool (known as Cumberland pool) at elevation 610 ft. At higher elevations the two pools 

are considered as being at a common level, contents being computed from gage in the Denison pool. 

Reservoir is used principally for flood control and power development. Figures given herein 

represent total contents of both pools. Revised capacity table, based on survey in 1962, used 

since Oct. 1, 1963.

Cooperation.--Records furnished by Corps of Engineers. 

Revisions. WSP 1211: Drainage area.

Capacity table, water years 1961-65 (elevation, in feet, and contents, in acre-feet) 

Oct. 1, 1960, to Sept. 30, 1963 Oct. 1, 1963, to Sept. 30, 1965

608 2,104,300 617 2,836,300 600 1,542,800 610 2,167,900 

611 2,327,500 620 3,119,200 6O5 1,828,200 615 2,561,500 

614 2,572,300 

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8 

9

10 

11

12

13

14

15

16

17

18

19

ZO

21

22

23

24

25

26

27

28

29

30

31

(t) 

(*)

MAX

MIN

OCT.

2,731.9

2,732.8

2,730.1

2,726.5

2,722.9

2,718.4

2,717.6

2,717.6

2,708.0

2,699.3

2,694.9

2,698.4

2,699.3

2,708.0

2,708.9

2,727.4

2,748.1

2,787.7

2,841.7

2,910.4

2,912.3

2,879.7

2,850.0

2,824.6

2,807.5

2,797.6

2,784.1

2,769.7

2,749.9

616.04

+18.0 

2,912.3

2,694.9

NOV.

2,741.8

2,745.4

2,742.7

2,744.5

2,751.7

2,753.5

2,746. 3

2,748.1

2,731.0

2,726.5

2,726.5

2,719.3

2,718.4

2,707. 1

2,703.6

2,698.4

2,695.8

2,705.4

2,700.2

2,697.6

2,691.5

2,691.5

2,688.0

2,686.2

2,688.6

2,690.6

2,688.8

2,684.5

615.30

-65.4 

2,753.5

2,684.5

DEC.

2,67°. 3

2,668.0

2,668.0

2,677.5

2,675.8

2,673.2

2,687.1

2,689.7

2,725.6

2,737.3

2,756.2

2,761.6

2,758.0

2,745.4

2,734.6

2,723.8

2,722.9

2,722.0

2,715.0

2,710.6

2,709.7

2,708.0

2,704.5

2,702.8

2,696.7

2,693.2

2,689.7

2,681.0

2,689.7

615.36

2,761.6

2,668.0

JAN.

2,693.2

2,688.8

2,687.1

2,681.0

2,680.2

2,674.9

2,678.4

2,679.3

2,660.1

2,656.7

2,654.0

2,649.7

2,642.7

2,635.8

2,628.8

2,621.9

2,616.6

2,610.6

2,595.8

2,590.8

2,584.1

2,576.5

2,562.2

2,553.8

2,538.7

2,532.8

2,526.1

2,516,0

2,511.8

613.28

2,693.2

2,511.8

FEB.

2,509.3

2,507.6

2,503.4

2,505.1

2,511.8

2,5 7.7

2,5 1,9

2,5 3.6

2,5 8.7

2,5 2.9

2,5 6.3

2,5 7.1

2,5 3.7

2,5 3.7

2,5 1.3

2,5 8.0

2,5 1.4

2,5 1.4

2,5 8.9

2,5 2.1

2,5 5.5

2,5 7.9

2,5 7.1

2,5 9.6

2,5 2.1

2,5 3.7

~-_ --

 

61 .66

2,5 1.4

2,5 3.4

MAR.

2,540.4

2,532.8

2,532.0

2,538.7

2,542.9

2,542.1

2,542.9

2,532.0

2,524.4

2,532.0

2,526.9

2,526.1

2,525.3

2,524.4

2,537.9

2 , 540 . 4

2,545.4

2,555.5

2,578.2

2,592.5

2,604.5

2,616.6

2,631.4

2,644.5

2,648.0

2,656.4

2,660.1

2,683.6

2,701.9

615.50

2,701.9

2,521.9

APR.

2,624.7

2,750.8

2,761.6

2,759.8

2,755.3

2,743.6

2,728.3

2,723.8

2,696.7

2,665.4

2,642.7

2,650.6

2,643.6

2,642.7

2,636.6

2,634.0

2,632.3

2,628.0

2,624.5

2,626.2

2,627.1

2,627.1

2,628.0

2,628.0

2,628.8

2,628.0

2,628.8

2,632. 3

614.70

2,761.6

2,624.5

MAY

2,b32.3

2,626.2

2,621.0

2,616.6

2,636.6

2,645.4

2,654.0

2,664.5

2,668.0

2,662.8

2,667.1

2,668.8

2,664.5

2,655.8

2,655.8

2,653.2

2,651.4

2,650.6

2,657.5

2,673.2

2,676.7

2,677.5

2,688.8

2,694.1

2,694.1

2,697.6

2,698.4

2,699.3

2,693.2

615.40

2,699.3

2,616.6

JUNE

2,688.8

2,683.6

2,6 1.5

2,6 4.0

2,6 5.8

2,6 6.7

2,6 9.3

2,7 3.8

2,8 6.5

2,8 1.7

2,8 4.6

2,8 8.6

2,8 4. 1

2,880.0

2,901. 1

2,916.9

2,927.1

2,931.8

2,932.7

2,930.9

2,926.2

2,938.3

2,951.3

2,949.5

2,943.9

2,943.0

2,946.7

2,951.3

618.24

2,951.3

2,683.6

JULY

2,9 7.8

2,9 3.4

2,9 7.8

2,9 0.6

2,9 6.0

2,0 8.5

2,0 3.0

2,9 0.2

2,9 5.3

2,9 1.6

2,0 4.1

2,9 3.9

2,9 5.8

2,9 6.0

2,9 6.0

2,9 3.2

2,9 1.3

2,9 1.3

2,9 8.5

2,9 4.4

2,9 9.0

2,9 0.9

2,9 9.2

2,9 3.0

2,9 8.5

2,9 2.2

2,9 6.0

2,9 6.9

2,9 3.2

61 .26

2,9 3.4

2,903.9

AUG.

2,946. 7

2,940.2

2,935.5

2,920.9

2,925.3

2,923.4

2,916.9

2,Q10.4

2,887. 2

2,884.4

2,882.5

2,876.9

2,873.2

2,868.6

2,863.0

2,858.3

2,857.4

2,855.5

2,845.3

2,838.1

2,845.3

2,842.6

2,840.8

2,840.8

2,841.7

2,836.3

2,831.8

2,831.8 

2,826.4

616.89

2,946.7

2,826.4

SEPT.

2,818.3

2,807.5

2,812.0

2,818.3

2,812.0

2,807.5

2,804.8

2,800.3

2,787.7

2,817.4

2,811.1

2,798. 5

2,789.5

2,794.9

2,820.1

2,830.9

2,839.0

2,836.3

2,836.3

2,832.7

2,831.8

2,838.1

2,828.2

2,821.0

2,816.5

2,825.5

2,823.7

2,831.8

616.95

2,839.0

2j787.7

CALENDAR YEAR 1960. ................... * -56.

WATER YEAR 1960-61. ................... *+99.

t Elevation, in feet, 

* Change in contents,
590 REU RIVER BASIN

7-3315. Lake Texoma near Benison, Tex. Continued

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 19ol TO SEPTEMBER 1962

DAY

1

3 

4 

5

B 

7

a

9 

10

11

12 

13

15 

16

18 

19

20

32 

23 

24

26

28 

29 

30

(t) 

f*l

MAX

MIN

OCT.

2,834. 5

2,850.9 

2,850.0 

2,848. 1

2,840.8 

2,835.4 

2,833.6

2,830.0 

2,857.4

2,858.3 

2,854.6 

2,846.2

2,815.6 

2,802.1

2,773.3

2,749.9

2,745.4 

2,742. 7 

2,736.4

2,715.8

2,701.9 

2,709.7 

2,706.2

615.52

2,858.3 

2,701.9

NOV.

2,701.9

2,693.2 

2,697.6 

2,699.3

2,703.6 

2,713.2

2,728.3 

2,729.2

2,731.0 

2,732.8 

2,731.0

2,720.2 

2,715.0

2,709. 7

2,785.0 

2,794. 9 

2,803.9

2,804.8

2,789.5 

2,773.3 

2,750.8

616.05

2,804.8 

2,693.2

DEC.

2,737.3

2,723.8 

2,729.2 

2,723.8

2,717.6 

2,705.4

2,717.6 

2,729.2

2,735. 5 

2,724.7 

2,716.7

2,708.9 

2,714.1

2,720.2

2,704.5 

2 ,701.9

2,699.3

2,695.8

2,681.9 

2,675.8 

2,675.8

615.20

2,737.3 

2,675.8

JAN.

2,675.8

2,668.0 

2,668.0 

2,668.0

2,667. 1 

2,667.1

2,653.2

2,040.1 

2,632.3 

2,632. 3

2,632.3 

2,628.0

2,020.1

2,598.4 

2,588.3 

2.584..1

2,579.0

2,568.9 

2,564.7 

2, 560. .5

013.81

2,675.8 

2,556.3

FEB.

2,552. 1

2,545.4 

2,547.1 

2,552.1

2,550. 5 

2,551. 3

2,555.5 

2,555.5

2,557.2 

2,553.0 

2,547.1

2,542. 1 

2,540.4

2, 544.6

2,532.8 

2,535.3 

2,537.0

2,537.0

2,533.7

613.54

2,557.2 

2,532.8

MAR.

2,530.3

2,531. 1 

2,534. 5 

2,532.0

2,529.5 

2,526.1

2,526. 1 

2,526.1

2,526.9 

2,526.9 

2,523.6

2,514. 3 

2,511.8

2,513.5

2,510.0 

2,513. 5 

2,521.0

2,519.4

2,513.5 

2,516.0 

2,535.3

613.61

2,530.5 

2,511.6

APR.

2,538.7

2,524.4 

2,521.9 

2,522.7

2,517.7 

2,517.7

2,51b.Q 

2,517.7

2,513.5 

2,510.1 

2,504.3

2,490. 2 

2,4 Q 0.8

2,468.3

2,485.8 

2,493. 3 

2,500. 1

2,509. 3

2,556. 3 

2,568. 1 

2,587.4

614. 18

2,587.4 

2,477.5

MAY

2,600.1

2,ol4.9 

2,617. 5 

2,623.6

2, o2«.7 

2,628.0

2,631.4 

2,630.6

2,628.8 

2,620.7 

2,630.6

2,628.8 

2,628.0

2,623.6

2,610.2 

2, 61o.6 

2,bl5.8

2,615.8

2,625.3 

2,630.6 

2,635.8

614.86

2,646.2 

2,600. 1

JUNE

2,755.3

2,850.0 

2,891.8 

2,919.7

2,935.5 

2,949.5

2,078. 3 

2,992.5

3,023.2 

3,071.2 

3,093.3

3,076.0 

3,059.7

3,001. 1

3,030.9 

3,013.6 

2,989.6

2,070.8

2,979.2 

2,982.0 

2,975.5

618.50

3,093.3 

2,755.3

JULY

2,978. 3

2,992.5 

2,989.6 

2,980.2

2,973.b 

2,9o9.0

2,960.6 

2,952.2

2,944.8 

2,935.5 

2,924.4

2,927.1 

2,926.2

2,913.2

2,886. 2 

2,882.5 

2,875.1

2,669. 5

2,866.7 

2,868.6 

2,871.3

2,668.6

017.35

2,992.5 

2,866.7

AUG.

2,869.5

2,876.0 

2,876.9 

2,881.6

2,881.6 

,877.8

,864.8 

,855.5

, 3 54 . 6 

,851.8 

,841.7

2,822.8 

2,813.8

2, 795.B

2,757. 1 

2,746.3 

2,741.8

2,736.4

2,714. 1 

2,703.6

2,689.7

615.33

2,881.6 

2,687. 1

SEPT.

2,694.9

2,703.6 

2,697.6 

2,697.6

2,712.3 

2,743.6

2,811.1 

2,816.5

2,820.1 

2,822.8 

2,824.6

2,830.0

2,830.9

2,817.4

2,802. 1 

2,814.7 

2,821.0

2,846.2

2,836.3 

2,831.8 

2,840.8

617.05

2,846.2

2,694.9

CALENDAR YEAR 1<*61. ................... * -13.9

WATER YEAR 1961-62.................... t +9.0

CONTENTS, IN THOUSANDS OP ACHE-FEET, AT 2400 HOURS, WATE^ YEAR OCT3BER 1O62 TO SEPTEMBER 1963

DAY

1

2

3

4

5 

6

7 

8 

9

10

12 

13

14

15

16

17

18

19

21

22

23

24

25

27

29

30

(t) 

(*)

MAX

OCT.

2,840.8

2,836. 3

2,828.2

2,820.1

2,809. 3 

2,802. 1

2,792.2 

2,783.2

2,783.2

2,775. 1 

2,767.0

2,755.3

2,746.3

2,737.3

2,733.7

2,731.9

2,728.3

2, 727. 4

2,720.2

2,708.0

2,690.3

2,685.4

2,674. 1

2,707.1

2,714.1

615.65

2,840.8

2,674. 1

NOV.

2,726.5

2,732.8

2,736.4

2,735.5

2,727.4

2,724.7

2,723.8

2,725.6

2,728.3

2,720.2

2,711.5

2, 701.9

2,699. 3

2,704. 5

2,701.0

2,689.7

2,678.4

2,672.3

2,664. 5

2,661.0

2 ,659. 3

2,776.0

2,780.5

2,786.8

616.45

2,789.5

DEC.

2,783.2

2,780.5

2,778.7

2,777 . 8

2,776.0

2,781.4 

2,776.9

2, 767.0

2,732.8 

2,721.1

2,708.0

2, 702.8

2,701.0

2,694.9

2,039.7

2,585.4

2,688.8

2,700.2

2,698. 4

2,099.3

2,706.2

2,695.8

2,692.3

2,693.2

615. 31

2,783.2

JAN.

2,686. 2

2,680.2

2,672. 3

2,666. 2

2,667. 1

2,650.6 

2,644. 5

2,643.6

21617.5

2,6U7. 1

2,600. 1

2,590.8

2,584.1

2 , 58 1 . 5

2,668.0

2,552. 1

2,542.0

2,532.0

2,517.7

2,505.1

2,489. 1

2,475.8

2,471.0

612.75

2,686. 2

FEB.

2,465.3

2,462.9

2,360.5

2,464. 5

2,463.7

2,451.6 

2,451.6

2,457. 2

2,457.2 

2,458.0

2,458. 9

2,459.6

2,4o3.7

2,465.3

2,466. 1

2,4o6. 1

2,465. 3

2,467.8

2,470. 2

2,471.8

2,475. 8

2,478.3

 

612.93

2,482.4

MAR.

2,477.5

2,475.8

2,471.8

2,479.1

2,468.6

2,459.6 

2,461.3

2,470.2

2,474.2 

2,475.8

2,471.8

2,474.2

2,477.5

2,480.7

2,402.5

2,496.7

2,407.5

2,404.2

2,492.5

2,4=>0.8

2,402.5

2,491.7

2,488. 1

2,492.5

i,505. 1

o!3. 20

2,505.1

APR.

2,512.7

2,515.2

2,535.3

2,547.9

2,558.9

2,568. 1 

2,562.2

2,554.7

2,546.3 

2,546.3

2,547.1

2,542.9

2,536.2

2,528.6

2,521.9

2.521. 1

2,517.7

2,511.8

2,505.9

2,500.9

2,495.9

2,511.0

2,540.4

2,542.1

613.64

2,560.8

MAY

2,546. 3

2,555.5

2,560.5

2,5o4.7

2,565.6

2,559.7 

2,558.0

2,554.7

2,563.0 

2,5o0.5

2,555.5

2,546.3

2,539.5

2,530.3

2,528.6

2,528.6

2,521.9

2,513.5

2,508.5

2,4 Q o. 2

2,495.0

2,485.8

2,479. 1

2,478. 3

612.95

2,566.4

JUNE

2,486.6

2,488.3

2,523.6

2,547. 1

2,558.0

2,584.0 

2,500.8

2,590.8

2,579.9 

2,574.8

2,560.8

2,570.6

2,577.3

2,578.2

2,578.2

2,579.0

2,56o. 4

2,563.9

2,565.0

2,559.7

2,553.0

2,543.7

2,532.0

2,530. 3

613.50

2,590. 8

JULY

2,522. 7

2,515.2

2,507.6

2,505. 1

2,498.4

2,452.4 

2,472.6

2,461. 3

2,447. 5 

2,450.7

2,463.7

2,458.0

2,451.6

2,442.6

2,434.5

2,430. 5

2,423.2

2,411.9

2,402. 1

2,394.0

2,386.8

2,385. 1

2,382.7

2,381.1

011.63

2,522.7

AUG.

2,367.3

2,358.7

2,356.4

2,355.6

2,348.6

2,327. 5 

2,321. 3

2,317.4

2,307.2 

2,301.0

2,206. 3

2,294.0

2,287.7

2,279.9

2,276.0

2,270.6

2,256. 1

2,250.1

2,241.1

2,235. 1

2,236.6

2,221.6

2,208.8

2,203.6

609.38

2,367.3

SEPT.

2,202. 1

2,100.8

2,193.8

2,180.5

2,180.7 

2,175.0

2,171.4 

2,170.7 

2,160.3

2,159.9

2,151.9 

2,150.5

2,140.1

2,147.6

2,143. 3

2,138. 3

2,133.9

2,129.0

2,123. 1

2,123.1

2, 122.4

2,116.0

2,117.4

2,116.0

2, 114.6

2,113.3

608. 13

2,202.1

CALENDAR YEAR 1962 .................... * f Q . 6

WATER YEAR 1962-63.................... * -727.5
RED RIVER BASIN

7-331S. Take Texoma near Denison, TPX. Continued

CONTENTS, IS THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAS OCTOBER 1963 TO SEPTEMBER I 1:

DAY

2 

3 

4 

5

6 

7

9 

10

11 

12

14

15

16 

17

19 

20

21 

22

24 

25

26 

27 

28

29 

30 

31

( ) 

(*)

MAX

MIN

OCT.

2.029.7 

2,026.9 

2,022.7 

2.019. ?

2,014.4

2,004.1

1,995.2 

) .991.8

1,974. 1

1,960-0 

1,960.0

1 ,958.7

1,948.0 

1,947.4

606.86

2,031,8 

1,947.4

NOV.

1.043 4 

1,041.4 

1,942, 1 

1.042.1

] ,925.6

1,912.6

1,895.6

1,898.3

-49.1

1,946.7 

1,808.3

DEC.

1,895 1 

1,893 9 

1.R91.0

1,841.3

605.71

1,841.3

JAN.

1,840.7 

1,839.4 

1.P3R.8

; ;:::

1,782.0

PEE.

1,779.0 

1,779.0

MAR.

1,765.6

1.763.8

1,761.4

APR.

1.763.2 

1,763.2

MAY

1,763.8 

l.-'fiS.Z

1,837.6

4-78.6

JUNE

1.R47.Q 

1.B55 R 

1 ,R61 .5

1,347.0

+ 36.5

JULY

1 .855,8 

1,8'R.o

.802. a

1-768.6

I,""!] . E>

-172.3

AUG.

1 , ^39 "> 

1 ,681 1 

1 .f 1 .5

1 ,f 55,3

1,638. ">

1,63?- I 

) ,624- +

J ,611 4 

1 ,602.8

1.596.B

1 , ")* a

601.13

SFFT. 

1 . 60 'i 4

l.'Ol 2 

l. e oi I

1 . CR* 5

1.57* ' 

1.573 )

) '-71 1 

1 . 571 5

1 . 567. ? 

1,565.6

1 602.?

1.607 1 

1.646- 4

1,062.0 

I,fift4.1

l.K-o 3

1.760,8

,04.17

1, '(7.2 

1, C 65 iCALENDAR YFAR 1Q63 ................... * -746.2

WATER YEAR 1963-64.................... * -256.7

^T Elevation", "in f«t7~at "sn* o? mo^aT. ~ 

* Change in contents, in then?an Is of a

2,033,900 acre-ft.

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 2400 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2 

3 

4 

5

6

7 

8 

9

11 

12

13 

14

16 

17

19

20

21

23 

24

27 

28

30

(t)

I*) 

MAX

OCT.

1 ,790.6 

1,800 4 

1,807.1 

1.8 1.5 

1,8 0.8

1,8 2.1

1 .f 3.3 

1.8 9- 3

1870

1.8 3. 3 

1,8 2.1 

1 ,8 6 5 

1,8 3.4

1.7 ?.6

1 , .90.6

1,^R^.5

1,786.3

1 78C.8 

1.-79.0

1 .-'77.2 

1 ,776,6

1,766.8

-11.6 

1,818.3

NOV.

1.766.8 

1, 762.0 

1.764.4 

1.766.8 

l.T-'O.S

1 ,'68.2 

1 .^09. 7

1 .822-6 

1 829.4 

1 .832. 5 

1.R36.9

2 ,049.3

2 . 14C . 6 

J.181-2

2.217.8 

? P15.5

2,220.0

?, 226.0

DEC.

?.220 0 

?. 226 8 

2,220 8 

2.228.2 

2.?"".2

2,22' 5 

2 270,8

?.'38 5 

2.Z44.1 

2 ?4? 6 

2,?42.6

2.239.0

2.24^.3 

?,243 '+

2.m?.4 

2.?4B .6

2,247 9

2,247 9

JAN.

2 249 . 4 

2 255.5 

2.255.5 

7.254.0 

2,247.2

? 234 2 

2.228 2

2.214.8 

? .709. 5 

7.200, 5 

2, 03.1

2.190.1

2 200.5

?,214 0 

2 215.5

2,213.2

2,255. J

FEB.

2,210.2 

2.202.8 

2,199.0 

2,196.0 

2,193.8

2 196.0 

2 ,220. 8

2,235.0 

2,229.0 

2,230. 5 

2.232.0

2,220.0

2,224.5 

2.223 8

2.215.5 

2,222.2

 -

2,235.0

MAR.

2,223.8 

2,225.2 

2,224.5 

2,223.0 

2,221.5

2 210 2 

2.21-7.8

2.214.8 

2,214.8 

2,215.5 

2,216.2

2,208.8

2.202.8 

2,107.5

2,173.8 

2,176.8

2,175.3

2,225.2

APR.

2,164.2 

2,159.0 

2,161.2 

2,163.5 

2,162.7

2.152.5 

2, 152. 5

2,162.0 

2,162.7 

2,164.2 

2,170.9

2,155. 't

2,)50.0 

2,156.8

2,155 4 

2,156.8

2,158.3

2,171.6

MAY

2.158.3 

2,156.8 

2,159.0 

2, 15°. 8 

2,164.2

2,170 9 

2,173.8

2,196.0 

2,108.2 

2, 195.2 

2,223.0

2.282.?

2,289 9 

2. 280.2

2. 310. 7 

2,328.6

2,352.0

2,364. 5

JUNE

2. 374 0 

2,374.0 

2,374.8 

2,371.6 

2, 175.6

2.3^0 n 

2, 364. f

2,364.5

2,3b6. 1 

2.370.8 

2 .370. 0

2.4VP. e,

2.476.1 

2.476.1

2. 492- 5 

2.402 5

2,409.0

J 135 '. 

2,4O9 . 9

JULY

? 512 ^

? -U5. h

2, 526 4 

2.533 0

2.5^7. ?

?,*]'> 5

2. 511- 5

2 . 502. 4 

2,401. 7 

2,181.0 

2.4^5 '3

2.418 5

2 .00 1 

2. "1.4

2 ?75-6 

?. "n 0

2,350. 4

151 1

2.5'-.?

WIG.

2.348.1 

2, '3Q. 5

?! 321.5

? 312. 3 

2.304 5

?,?88.4 

2.??e.8

'.770 '

2 77" 7

2 ? " 9

2,??" 5 

2,22*' 8

2-20 B -8 

2. °5 3

2, 82 7

- 71.3 

2,348. 1

SETT.

,-! .1^3. 1 

2. 107.Q 

2,1 56. R 

2. 150. 3 

2. 14H. I

?. 1 ?R 6 

2 1 28.4 

2 n 2 r' 5

2. 103.9

2,090 6 

?."Bf-.1

2 . n 7 = ^

2 , Q40. 2

2 , 0 '> ' 4 

2 . 0 '. 1 . b

2 "66 9

2.101 1 

2, 145 2

? "71. 5 

Z 287,6

2,311.5

Ml 90

'-I?" 0 

2,?11.5
RED RIVER BASIN

7-3316. Red River at Denison Dam, near Denison, Tex. 

(Formerly published as 7-3320. Red River near Colbert, Okla.)

Location. Lat 33°49'08", long 96°33'47", on right bank 1,800 ft downstream from Denison Dam power-

 house, 0.4 mile upstream from Shawnee Creek (spillway flow return), 4.5 miles north of Denison,

Grays on County, and at mile 725.5. 

Drainage area. 39,720 sq mi, of which 5,936 sq mi is probably noncontributing. At site used prior

 to' October 1961, drainage area, 39,777 sq mi, of which 5,936 sq mi was probably noncontributing.

Benords available. October 1923 to September 1965, Monthly discharge only for some periods, pub-

 li'shed in WS1>"1311. Prior to October 1934, published as "near Denison, Tex." October 1934 to 

September 1961, published as "near Colbert, Okla." Gage-height records collected at various sites 

in this vicinity 1892-93, 1906-28, 1931-49 are contained in reports of U.S. Weather Bureau.

Gage.--Water-stage recorder. Datura of gage is 500.00 ft above mean sea level, datum of 1929.

 Oct. 9, 1923. to Sept. 24, 1934, chain gage and July 29, 1942, to Sept. 30, 1961, water-stage 

recorder, at county road bridge 2.5 miles downstream. Prior to Oct. 1, 1931, at datum 6.85 ft 

higher, Oct. 1, 1931, to Sept. 24, 1934, at datum 7.07 ft higher and July 29, 1942, to Sept. 30, 

19P1, at datum 2.64 ft lower. Sept. 25, 1934, to July 28, 1942, water-stage recorder at railway 

trirlge 1.9 miles downstream at datum 7.36 ft higher.

Average discharge.--42 years, 4,983 cfs (3,608,000 acre-ft per year).

Extremes.--Annual maximum and minimum discharges for the water years 1961-65 are contained in the 

following table:

Water

1961 

1962 

1963 

1964 

1965

Maximum

Date

Oct. 21, I960 

June 12-15, 1962 

Dec. 2, 1962 

July 8, 1964 

Sept. 3, 1965

Discharge 

(cfs)

33,800

43,200 

11 , 200 

10., 700 

10,400

Gage height 

(feet)

a 16.20 

b 17.74 

8.98 

8.82 

d 9.35

Minimum

Date

Dec. 5, I960 

Apr. 8, 1962 

Mar. 16, 1963 

Sept. 15-17, 1964 

Sept. 12, 1965

Discharge 

(cfs)

102 

60 

63 

c 60 

42

Gage height 

I feet)

-

Datu

b Occurred June 15, 1962. 

c Minimum dally, 

d Occurred Sept. 16, 1965.

1923-65: Maximum discharge, 201,000 cfs May 21, 1935; maximum gage height, 32.0 ft Apr. 25, 

1942 (at site and datum used in 1943); minimum daily discharge, 12 cfs Jan. 10, 194^.

Maximum stage known, 45.5 ft May 26, 1908, at site and datum used July 29, 1942, to Sept. 30, 

1961, from records of U.S. Weather Bureau.

Remarks. Hecords good. Flow regulated since October 1943 by Lake Texoma (see station 7-3315).

Records of chemical analyses and water temperatures for the water years 1961-65 are published in 

reports of the Geological Survey.

Cooperation.--Gage-height record, 142 discharge measurements, and records of daily discharge fur- 

"nlshed by Corps of Engineers; records reviewed by Geological Survey.

Revisions (water years). -WSP 807: 1935(M). WSP 1211: Drainage area. WSP 1241: 1924-29, 1932-33, 

1934'(M), 1935".

DISCHARGE, 11 CUBIC FtET PER SECOND, ViATEP YfcAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

8

10

13 

14

Ib

17

IS 

1'

21

2^ 

23

2« 

25

27

ME AM 

«<AX 

MIN

OCT.

435

I, 333

2c2

1,531.

9,560

32.JCC 

31.6C.J

32.&CJ 

29, ICC

12,04.' 

32.01. : 

15-3

NOV.

1J.1CC

^

4,16j

r.JTG 

5.3CC

2,130

171

OEC.

3,441.

»,2 JG

9.3bO 

5,720

4,2oc

5.+4C

JAN.

4,680

5,220

5,210 

5,470

4,220

5.48C

FEB.

1,900

2,360

585

495

3.800

34C

340

MAP.

3,780

1,130

165 

ll'j

62C

7, ICO

116

APR.

10,800

9.59C

3, SCC 

3,760

4,820

1BZ

HAY

445

595

3.94C 

3,540

1,300

3,010

32C

JUNE

3.46G

2,750

440 

2,560

3,850

182

JULY

5,350

4,860 

4,120

3,100 

3,930

4.5CO

4,560 

4,490

3,640

400

AUG.

2,930

3,500 

3,770

1,760 

2,150

3,040 

3,260 

715

3,200 

520

1,880

320

SEPT.

3,740 

3,200

2.09C

3,430 

3,470

5,260

5,030 

9, 43C

940 

3,000 

2,560

-3,860 

1,840

735

3,390

4,140 

4,130 

3,580

158 

213.800

AC-FT 3,112.000
RED RIVER BASIN

7-3316. Rea River at Denlson Dam, near Denison, Tex.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATtK YEAH OCTOBER 1961 TO SEPTEMBER 1962

1 

I 

3

5 

7

10 

11

12

13 

14

lo

17 

IB 

1-,

21

25

27 

28

25

MIN

2»77o

5.87D

5,750 

8,680

2,870

3.9SC 

1,081.

J,69C

j,770

34^

3.37C

DEC.

5,960

3.15C

4,801

4,506

&ao

3,300

4,800

519

3,740

3,180

3,500

719

3,920

362

178 

115

MAR.

1,000

160 

87

2,380

107

95 

611

APP.

3,580

i: o

3, I'M) 

3,320

2,370

838

1,620 

516

3.28O

111

1,940

71

1,500

1,150

386 

232

100

25,800

43,200

26,500

20,300

19,700

5,940

4,900

255

4,810

2,820

5,300 

5,280

3,580 

4,660

5,660

5,090

5,220

3,160

5,330

5,480

5,320 

5.44O

200 

1,8*0

2,480

266 

3,420

4,720

5,470

3,660 

2,530

4,720 

4,690

4,790 

1,900

4,660

3,550

113,171 

3.77Z.

224,500

AC-FT 2,701,000

HARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TD SEPTEMBER 1963

1

2

3

5

7

11 

12

15 

17

13

2'.,

21

23 

2<i

26

30 

"

MIN

AC-FT

5,120 

5,140

5,860

3,600

6, CBS 

7,410

3,060 

14v

5,C7<.

2,950

276,400

4,00-J 

3,200

4,800

2,500

79L 

i, 490

4,830

1,290

_ 

242,800

10,700 

3,370

9,410

9,410

9,410 

7,380

4»C90

4.71C

4,960

364, 7OC

4,640 

4,890

2,80"

4,380

4,720 

4.200

3,740

6,200

4,680

3,130

270,600

2,860 

1,050

2,340

3,410

2,05C 

180

107

856

326

63,090

2,060 

1,130

2,610

3,230

948

73

880 

718

2,530

647

89.080

APR.

4,310 

2,660

2,770

512

5,100 

886

5,380

2,420 

455

2.220

170,300

2.37O 

2,640

3,350

2,070

840 

3,620

4.B4C

746 

2,210

3,940

281

281 

159,600

138 

3,940

3,300

3,620

4,190 

4,640

4,170 

207

1,870 

3,230

2,890

138 

151,100

4,480 

4,190

4,370

376

3,900 

2,570 

1,380

4,080

4,350 

3,130

4,220

3.54O

80 

177,600

4.280 

4,170

558

3,020

3,250

1,480 

288 

2,870

254 

186

2.120

2.200 

1,650 

2,630

2,110

160

99 

138,400

99 

1,630 

2,940

2,850

1,460 

122

2,830 

3,140 

386

133 

93

2.100

2.180 

1,920 

2,230

2,310

118

87 

86

3,140 

86 

89,300
RED RIVtR BASIN

7 orfio. Red River at Beriiaon Dam, near Denison, Tex.--Continued

SCHARl,e, iH CUBIC FEET PER SECOND, WATbh YgAK OCTObtK t«.3 TO StKTbMStR 1S64

DAY

1

2 

3

4

5

7

11 

12

14 

15

17

18

21 

22

24 

25

26 

27

2d

30 

31

TOTAL 

MEAN

WIN

OCT.

1,760 

74f

1.730

2 120

i.ylu

54

lul 

l .08-;

326

78U

440

33-5

84

NOV.

33»

238 

b84

1.06C

V,,

2,t20 

349

i.iao

328 

5tB 

112

67

DEC.

*1

B46

3,010

1,07C 

l,53t

632

588 

312

6C7

84

JAN.

140

126

1,060

2,020

418 

321

112

1,190

2.13C

-

112

FEB.

138

1,450

4U2

3,380

2,430

138

MAR.

962

277

8C

e:

ISO

6se

2,7'r

APR.

3,140

368

1,59.:

2,830 

1,560

75 

105

IN 00

MAY

73

3,16[

2.38C

IIP

1 ,9GC

2.UJC 

152

AC FT

JUNE

^45

l.^bO 

2 83C

219

5<-,*^

l,0«o,nci

JULY

188

2' 8*"

3.22C 

I.S'JC

374 

4,41,^

3,760

AUG.

3,900 

4,3 )0

?,70«

3.40rt 

?,<ion

2.5JO 

2,35r,

i,94,j

2,670

75 5

P

SEPT.

3,010 

d42

17h

0

0

c 

fiB

2,720

555

l,7qo

142

8C 

70

80 

103

3,, 316

U15CHAPGE, Ift CUBIC FEET PER SECOND, HATfcR YfAf1 OCTOBER 1564 Tl SEPTEMBER 1O65

!

5 

7

10

li

14

/l

i3

2 =

36

X

N

OCT.

1,S1,

73

535

t .li^

s

I ! ^

4^,7

l,-4.

65

65

i , 5«L

1.1C1

42C 

5ofl

614

615

...

1, 1^

651

-^3

1 l !f

17:

-

_-7:»'.

1 ,-*4t

2,^01.

524 

i,460

S6J

,,34C

1 . Til

l/t7*"

I .140

101

103

3, 630

4,160

» ,75C

5B3 

i5C

563

1, 73 & 

1.7SC

set

UT.:

i,ei5

2.58'J

1,^40

3 C 2

1.49C

183 

16 f

3 .OHO

: ::::

 - -

1^7

1.25-.

1,3B« 

1B3

1=7

1 ,3tC

26 

2lt

4..3C

1.52:

1.70J

IS*

320

i ,B2l'

- ' 4

t,^?r

147

3l i ? 6

^2L

- -

J.47

t ,35[

2.35C 

^., 260

3.47C

/L.

::;

52F

118 

105

86

i:l%

18C

««;

;.n<.i

j'^ac

; tZi

133

,,77r

;,°OC

3 , SCO

b(.

1 31

llf

<|.?1C

3 ">2I'

.. !BC

4, jra

< 44.

- «

- .23C

177

;. 

- t 31

C . ill

- 230

o05 

^,980

83 ,> <f

1 . 72u

4,740

l,b3C

4,750 i, i-6:

4, ! ><.

4.1RO 

1,040

n , 3f<f 

2 J7C

1, 300

J ,B40

i.aflo

dl. <!> 

59
RED RIVER BASIN 595

^-3325. Blue River near Blue, Okla.

Location. Lat 33°S9'49", long 96 C14'27", on line between sees.27 and 34, T.f S., R in_K., near left 

 5a~TT in downstream side of pier of bridge on U.S. Highway 70, 1 mile we<*t of Blue, > miles =ast 

of rnirint, 1.1 miles upstream from Cgddo Creek, and at mile 3R.P.

Drainagejarea. ~VZ sq mi.

Records available.--June i 93fi to September 1965. Monthly discharge onlv for some periods, published

Gage. Wa^er-"' age recorder. Datum of gage is 503.36 ft above mean sea level, datum of 1929. Prior 

To Mar 13, 1945, wire-weigh-1" gage and Mar. 13, 194S, to Feb. 2, 1960, water-^tage recorder, itslte 1,2 mil°s downstream Rt datum 5 00 ft lower.

Average discharge.--29 years, 2R2 cfs [°r>4,goO acre-ft per year).

Extremes. --Maxlmums and mj'nimums (discharge in cubic feet per second, gage height jn fee*").

Mar. 31, 1961

charge (*) and peak discharge base (4,000 cfs), wate

Qage 

height

22.53

Date

Oct. 11, 1962 

Nov. '7, 1962

Time

0530

D1 soharge

4,410 

* 12,000

" '

Gage 

height

20.47

Date Time

Sept .27, 1964 1 '400 

Nov 19, 1964 j 2300

Pi "charge

* R.10C

 age

height

23 26

n, ?

y=arT ___ rate __ Discharge II Wat

1961 Sept 12, 1961

1962 Aug. 24. 1962

]936-65: Maximum discharge, 34,400 cfs Feb. 17, 1939 (gage height, 31.81 ft, site and datum 

then in use); no flow (estimated) Aug. 3, 4, 1936 (results of regulation at fieb bsteheryl, and 

no ''low Sept. IP to Oct. ]6, 1956.

Remarks, RecoT' = good, ^ome regulation at low flow by .^tate Fish Hatch°ry, 16 miles above station, 

sina"1 '! cl 1 vers 1 -<n above statjon for municipal supply of city of Durant. Records of chemical analyses anf wa<-<" tempe- "t'-T'es fm> the water years 1961-63 are published 1n reports if the ileniocrical 

Survey.

Cooperation. --Gage-height record, 168 dt-charge measurements, and records D-F daii^, di3c>nTT° f"rnlshed by Corf? of Engineers: reco^d^ reviewed by Geological Survey.

Revisions (water years] --WSP Q57: 1938. W3P 1241: 1936, drainage ar°a.

DISCHAKGE, IN CUBIC FttT PFf- SF r GNUi WATEK \Ef\t PCT r' F hh l r) ^ r Tr SFP T F»'B£P 1^61 ^Tv~ 

i

7

10

11 

li 

n

14 

15

16 

17

20

21

22

24

25

27 

28

30

MAX 

MIN 

CFSM 

IN.

OCT.

5J

47 

} I83

67 

62 

59

113 

t>2

2t4

122 

8u

65 

65

269

L75

753 

47 

.34

NIJV. 

~V

74 

71

66 

55 

55

57 

57

53 

55

52

52

52

53

89 

50 

.12

DEC.

51

2.32C 

804 

325

157 

134

104 

100

8S 

87

88

311

50 

.78

JAN.

17f

118 

114

110

130 

lit

KCl 

96

91

87

82

87

77 

.37

1EAN 173

~ "FEB.

80

503 

248 

lb&

118 

114

447 

794

144

122

 

80 

.61

MAX

HAP.

^

76 

7S

75

148 

12f>

86

714

75 

.71

,900 *

[ --- 

325

22f 

Ib7

154

1 U

110

107

3f.

OC

.:26

IN 16

;_«v_

BA

L"J 

1 821

!lt

c?

77 

71

67

65 

68

1C7

311

6.170

. 2

J'INF 

fcl

7C

'«

'7,

f 2 

60

57 

5^

51 

4R

122

57 

50

45 

.20

JULY 

".^

46

?'

*.- 

-»1

41 

' 7

?ei

4« 

41

P7

33 

.15

ftlir.

31

?" 

?t)

'B

?8

'7 

31

31

29

28

2°

27 

27

26

.06 

.07

l,7Tn

SEPT.

27 

?3

33 

?!j

?<= 

17

3S2 

'4P

83 

51

37 

34

33

36

32

31

382 

16 

.13
RED RIVER BASIN

7-3325. Blue River near Blue, Okla. Continupd

DISCHARGE, IN CUBIC EEET PER SECOND, fcATER YEAR OCTOBER 1961 IT' SEPTEPBEP 1962

DAY 

1

3

5

6

7 

8

9

11

11 

12 

13

15

16 

17

18

20

22 

23

25

28

M 

30

MEAN 

MIN

IN.

OCT.

414 

84

52 

42 

37 

36

6C

1,230 

1,170 

363

122

90 

83 

76

57

59 

64

181

NJV.

53 

53 

53

53

59

57 

62

63

34 

81

4,060

176 

157

DEC.

832

311

182 I'-te

1,130

l,Z*-C

684 

378 

262

166

122

116

0 *

JAN.

114

110 

107

104 

JOO

93

76 

93 

110

448

126 

110

FEB.

93

88

85 

85

65

83

82 

81 

80

BO

182

=

MAR.

P3

73 

73

76

76

73

166

85 

86

68 

525

APR.

110

210 

19r 

160

60

6C

180

400

608 

276

IN 20

MAY

lor

88 

85

70

66

60

53

52

138

85

50

JUNE

297

670 

504 

1.38P

388 

1,460

157 

139

148

100

935 

1,690

100 

2.03

JULY

71 

13

60

53 

51

138

90 

118

78

62 

64

62

64 

55

4B 

.17

wr-.

90 

48

43

40 

4T

38 

37

T,

36 

32 

31

31

30 

20

40

32 

32

20 

.10

SEPT.

inc 

6*3 

*2

65 

140 

1,773

122 

°1

61

100 

78

65 

58

53

54

59

60 

54 

54

52 

.38

. 

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3

4

5 

6

8 

9

11 

12

16 

17 

18 

19

21 

22 

23

24 

25

27 

28

3L

MIN

71 

59

55

55

3,960 

2,810

61 

29 

13 

05

129 

'25

98

62

72 

1,050

314

54

133 

121

101

105

91

88

81

80 

85 

85

88 

88 

85

65

5,420

BO

1.41C 

723

203 

191

171

137 

133 

137 

137

694 

286

186 

166

133

151

151

151 

141

137

21 

37 

25 

25

09

98 

113

105

98

1'05

98

98 

98

101

91

88 

88 

88

82

80

76

82

74

74

71 

78

933

94

as 

<=1

1,650

221

113 

98 

171

71

345

146

133

109 

91

85 

8C

70 

72 

72

78

75

788 

1.22C

60

258

146

109

88 

85

78 

73 

68

62 

60 

58 

57

58

53 

52 

57

52

63

52

46

42 

42

46 

43 

48

38

38 

37

3.8

36

70 

33

70 

32

31

30

28

27 

27

15 

11 

25

51 

38 

34 

33

31

18

6.'

30

21

31 

50

70 

6.7

50

?e

9.0 

8,0

27

3C

29 

28 

23

9.6

24 

25 

18 

11

7,6 

22

18 

7.1

25 

28 

14 

17 

21

50 

7.1

1,210

11

2C

'3

15

6,6 

17

16

6.1 

19

27

77 

12 

17 

29

13

7.5 

2'

10 

5,7 

16 

25

29

5.7

,16f
RED RIVER BASIN 

7-3325. Blue River near Blue, Okla.--Continued

1

3

"J

7

11

12

i3 

1* 

15

17

15 

2(j

21 

22

25

2f> 

27

31

TbTAL

MAX 

 UN 

CFSH

IN.

12 

4.3 

3.3

11

4.5

15

12

19 

14

12

7.1

5.9

17 

i7

5.£

19

21 

7.1

5.5 

Z*

41=. 5 

3. 1

.C3

13 

!->

£7

5.4

,,

13 

o.4

11

2b

IA

32 

46

?6

24

2Z

25

4.8

25 

24 

31.

Jt,

24

27

el

52 

51

31

21 

2^ 

27 

3C

20 

20

23 

25

26 

27

27

16

26 

26 

31 

28

27

1?

24 

22 

2C

37 

37 

34 

37

32

30 

20

28

28

2t 

17

34

17

36 

36 

31

82

38

33 

33 

31

30 

30 

30 

29

28

30

23 

28

20

20

.ca

30 

36

43

588

73

fcl 

53

4C 

3d 

1.4CO

i.oeo

1S1

b8 

5C

42

38

20

36 

3P 

Bf

186

53

76

73 

6.5

58 

57 

57 

55

54

'16 

331

1?0 

67

38 

.48

50 

43 

47

78

87

1=1 

116 

92

71

65 

61 

56

56

51 

50

5 = 

233

42

148 

82 

64

50

46

41

49 

40

4.88C 

1 . 40C 

235 

116

82

51

48

41

4.880 

38

38 

37

3«

31

28

26 

76

25

25 

25

24

25

24 

18

24 

24

22

10

38 

9.5

23

16 

7.8

8.8

14

6.8

5.2

10

10 

8.3

26 

30 

55 

31

1C

1S1

40 

32

29

333 

96

333 

5.2

.13

52 

38 

32 

29

27

26

25

?4

?3 

22 

14 

12

519 

21? 

69

45

504 

700

372 

12P

78 

2,480

2,6°0 

393

14B

2,690 

12

.75

19,060

blSCHAkGf, IN CUBIC FEfcT PEU SECOND, WATtP YEAF OCTOBER 1964 TO SFPTEMBEP 1965

DAY

2

3 

4

7

H

5 

lu

U

i1 :

Ei'-

^i

23

;s

27

28

30

.MEAN

WIN 

CFSC 

IN.

4C-FT

OCT.

93 

75 

73

52 

51

s4'»

H

4u

4u

42 

42

i2.1

.15

NUV.

40

47

51

49

46 

43

42

4C

42 

<*, nC

31 

74

to

1i 

il

475

1.11

DdC.

117

12'- 

iul

8t

14C 

23C

32C 

21C

86 

81

85

87 

37 

87

81 

77 

73 

73

73

131

7^

JAN.

85 

87 

82 

76

76

82

lul

81 

76

65 

62

62

66

440

20- 

1;>3

109 

34 

35 

8C 

78

127

02

FEP.

63 

69 

68 

68

72

2,720

2,550

184

121 

117

109

101

162 

883 

248

220 

185 

164

344

08

MAR.

39

 54 

42 

29

13

01

13

37 7"

77

77 

77

e?

4n 

25 

13

05 

C3

fl 4

122

74

APP.

101 

1Z1 

125 

109

400

117

105

113

9fi 

87

90

75 

73 

72

78 

8C 

76 

71 

68

115

68

MAY

61 

61 

60 

60

60

657 

528

129

160 

121 

129

138

87 

83 

81

209 

1,730 

815 

340 

174

12

264

59

JUNE

101

90 

90

84

72

71

68 

68

67 

61 

59

58

63

63 

50

59 

62 

56

49 

50

70.8

4°

JULY

46 

42 

44 

42

38 

38

38 

36

34

33

33

34 

31

30

25

25 

24 

23

?4 

23

28 

28 

30

33.1

23

AUG.

24 

23 

21

20

43 

55

40 

28

25

22 

22

20 

29

28

22

26 

23 

22

23 

20 

17 

17

19

25.1

17

.05

1,550

SEPT.

30 

32 

21 

17

lf> 

16

16 

16

15

16 

14

14

14 

14 

16

44

88 

43

30

28 

?6 

26 

25 

25

52.2

U 

.11

3,110

AC-FT 107,800
598 RED RIVER BASIS

7-3326. Bois d'Are Creek near Randolph, Tex.

Locat-Ljji Lttt 33"28'30", long 96°12 I 55", on right bank at downstream side of Bridge on Farm

Road 1281, 2.3 miles upstream from Henson Creek and 2.4 miles east of Randolph, Pannln County.

Drainage area.--72 sq ml.

fLUeoras ava 11 able. --November 1962 to September 1965.

Gage. Water-stage recorder. Datum of gage Is 564.38 ft above mean sea level, datum of 1929 (State 

Highway Department bench mark).

Extremes.--Haxlmums and mlnlmums (discharge In cubic feet per second, gage height In feet).

AnnudJ maximum, discharge (*} and peak discharges above base (1,500 ofs), November 1962 to September 1965

Date

ftpr. 28, 1963

Apr. 23, 1964

June 16 1964

Time

1500

£030

1800

Discharge

* 3,600

6,010

6,240

Gage 

height

9.85

13.41

13.73

Date

Sept. 21, 1964 

Sept. 27, 1964

Nov. 19, 1964

0700 

1230

0400

5,180 

* 6,310

7,660

Gage 

height

12.30 

13.75

15.49

Date

Feb. 9, 1965 

Feb. <£>, 1965

ftpr. 2, 1965

Sept. 22, 1965

Time

070O 

2000

O800

0200

Discharge

6,460 

2,480

1,540

* 7,820

Gage 

fieight

14.04 

8.73

7.40

15.69

No flow at times In each year.

1962-65: Maximum discharge, 7,820 cfs Sept. 22, 1965 (gage height, 15.69 ft); no flow at times 

in each year.

Maximum stage since at least 1922, 24.6 ft about 1935, from information by State Highway 

Department and local resident.

Remarks.--Records good. No regulation or diversion above station. Recording rain gage located at 

station.

DISCHARGE, IN CUBIC FEET PER SECOND, NOVEMBER 1962 TO SEPTEMBER 1963

CAY

1

3

4

5

7

h

! 

i

£

3

4

5

0

7

e

L

i

3

5

6

7

y

q

0

L

TOTAL 

HfcAN 

MAX

MIN

AC-FT

 

_

_

_

-

_

_

_

_

-

_

_

-

_

-

_

5.8

5.3

5.8

6.6

63

21

11

10

19

b52

373

82

50

39

j

_

1 I

1 8

1

L.54C

1

c

C

3

4

5

3

2

1

C

8.8

3.

9.

9.

<,.

9.

9.

LG

8.

7.

7.

6.

6.

b.

6.

6.

6.

6.

7.

7.

2

6. >

58

8.1

.5

.1

.8

.8

.8

.B

.3

.8

.9

.8

.6

.3

.1

.1

.8

.8

.8

.1

.8

.4

.2

.4

.4

.4

.2

.6

 

 

 

8.1

4.2

295

5.

5.

5.

5,

5.

4.

4.

4.

5.

6.

16B

20

12

10

11

19

15

12

10

8.8

8.1

7.8

8. 1

B.I

7.5

7.5

7.5

7.5

7.5

7.5

168

4.2

839

7.2

6.9

6.6

6.1

8.1

13

10

7.8

7.5

7.2

6.6

6.1

5.6

5.6

5.3

5.6

5.8

5.3

15

11

5.3

4.6

4.4

4.2

4.6

334

1,040

392

48

 

1,040

4.2

3,960

32

28

25

20

16

140

39

22

16

14

12

10

8.8

8.1

7.5

6.6

6.1

5.3

5.3

8.1

6.6

6.1

4.8

4.6

4.2

4.4

11

7.2

100

45

140

4.2

1,250

10

6.9

5.3

4.6

3.8

3.3

2.8

2.6

2.2

1.7

1.9

1.8

1.4

1.2

.80

.80

1.0

1.5

1.5

1.4

1.6

5.9

1.4

.80

.50

1.2

1.6

.70

.40

 

10

.40

146

.30

.20

.10

0

0

0

0

0

0

0

0

0

0

.30

.60

.30

.10

0

C

0

0

0 

0

0

0

37

2.1

.80

.30

.20

.10

1.37 

37

0

84

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0 

0 

0

0

0

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0 

0 

0

0

0
RED RIVER BASIN

7-3326. Bols d'Arc Creek near Randolph, Tex.--Continued

DISCHARGE, IN CUbIC FEET PER SECOND, WATfH YEAR OCTOBER 1963 TO SEPTEMBER 196

DAY

1

2

3

4

5

6

7

8

<3

1C

1

i

3

It

5

6

7

8

^

'"

1

2

3

4

5

6

7

8

9

& 

1

TO AL

ME N 

NA

MIN

OCT.

0

C

0

0

"

C

0

0

D

u

C

0

0

C

0

0

0

C

C

C

I,

c

c

^

0

L

0

0

C

0

I

0 

C

NOV.

0

0

0

0

0

C

0

0

C

0

c

C

0

0

c

0

0

0

D

0

r,

0

0

ft

0

0

0

0

c

0

0

c

0

0

0

DEC.

c

0

0

c

0

o

c,

0

0

0

c

c

c

c*

L

G

0

c

L

c

cc

c

t

&

c

c

c

c

c

c

& 

c

c

c

JAN.

0

0

c

0

0

0

0

0

C'

0

0

0

c

0

0

0

c

0

0

0

0

0

0

u

r

0

0

0

0

0

0

0 

0

0

0

0

FES.

C

0

0

c

0

0

0

0

(;

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

(1

0

0

0

0

 

0

0

MAR.

0

.1C

 10

.10

.10

.lu

.10

1.3

20

.7^

.23

.in

3

0

0

0

C

0

160

15

2.3

1.0

.7C

.5C

.4L

,2C

 1C'

.13

. lft

.10

16 J

C.

APR.

.1C

.10

.ID

.10

6.5

.V

.2t

.2t

.2C

.20

.10

. 10

2.0

.50

.40

.30

.20

.10

.10

.1C

3.C

1C

S72

152

123

57

22

9.6

7."

3.6

45.7

.10

MAY

199

262

20

10

8.2

ie

30

265

83

27

IK

13

9.6

7.8

6.6

5.8

4.

4,

3.

3.

2.

2.

1.

1.

1.

1.

. 0

. 0

1.

347

5r

45.6

.5C

JUNE

19

12

8.9

7.2

6.0

5.4

4.4

3.2

2.2

1.6

1.3

1.0

.70

.40

.50

1,240

20?

22

10

6.4

4.4

3.4

2.5

2.0

1.5

1.3

1.2

.9r

. 70

.50

52.4

-4C

JULY

.40

,4C

.3 U

.20

.1C

0

0

0

0

1

0

Q

r,

0

0

0

c

0

'

r

0n

0

r

c

c

c

c

L

.U45

"

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

"

1.1

.20

.10

0

0

a

0

0

0

0

0

0

0

J

0

.C45

0

SEPT.

C

C

0

cr

0

0

0

n

o

c

c

r

c

r

2 "50

255

4.4

l.C

.70

1.42C

148

2V

24

13

ir

2.850

2C4

53

35

5,507. 1C

1S4

C

DISCHARGE, IN CUBIC FfcET PER SECOND, ttATER YEAR LCTUBER 19h4 TC SEPTEMBER

1

2

3

4

5

0

7

d

7

1C,

li

12

11

L**

L5

to

17

13

L J

'''

21

f.2

21

24

25

2o

27

2y

2-,

31

TCTflL

MEAN

MAX

HIM

3u

25

2_

IB

12

li

11

U

3. D

8.9

7.8

1.6

7.8

7.5

7.2

6.6

s.e

5.^

4.

<..o

"t.2

-..2

3 . ^

3.5

J.*

li

14

6. d

5.4

4.7

1.4

2fi4.a

i.Li

3.o

4.2

4.0

4.:

14

10

16

li.

t'.r

7.2

7.-.

7.0

b. ^

5.9

5.4

5.4

= .2

6.4

Ti i

2 , -80

12»

= 5

50

45

Hi

37

34

31

28

2t

"

t.Dll.H

154

2, SB;

4.3

2^

2;

32

2C

21

19

ie

18

LC

lie

54

3f

31

2o

20

25

21.

It

17

2C

21

K

l<;

lb

16

it

13

14

14

14

13

7&5

24.7

HE

13

13

16

24

15

16

16

16

16

51

2q

23

2t

18

Is

16

14

14

14

14

14

16

213

65

37

32

25

22

22

21

1 ;

1 8

Bh9

28. C

<13

13

16

15

14

14

15

16

16

T>

3,090

145

83

56

4b

43

38

66

8,i

49

41

37

33

31

675

3CC

54

43

40

37

 __

 

5,174

185

3, CSC

14

3o

32

U

2<J

2fl

2o

24

2 '3

19

18

18

2o

23

2L

ir

18

17

14

12

12

13

It

1-,

12

2J

26

lo

1^

lb

15

671

20.0

3ft

12

14

226

41

27

22

0

?

<;

0

6

14

11

1'.

10

1C

f.6

7.B

7.2 7.<~

5.6

t .4

5,f

5.4

5.2

5.T

1'

ir

f- B L

t.2

5.0

578. s

1«.3

J2(.

5.'

4.7

4.4

4.2

4.4

4.7

5.C

5.2

5.r

5.4

162

01

1'3

14

14

14

IBS45

23

38

169

26

16

14

12

11

10

1C

385

41

22

17

l,390. rl

44. f

385

4.2

14

12

11

9.6

If

12

 9.6

7.8

6.6

6.C

5.2

5.?

85

30

103

148

20

12

9.2

7,2

6,4

6.4

10

e.2

7.2

5.2

 t. ">

3.4

3.2

2. ft

580.2

1^.3

143

2.6

2.3

1.9

1.4

1.1

. Su

.60

. 5 n

.4-5

.30

.23

,1~

.1 '

.1C

.li1

5<^

12

2.5

1.2

. 6C

.40

.3f

. 6 r

.50

.23

.10

.1C

.ir

c

67.70

2.m

5"j

0

r

0

3

n

^

^

U

3

C

I.

0

c

c

0

1

1 ,

p

0

c

,1

"

n

0

0

0

/)

c

0

<,

^

0

^

n

c

b

n

0

0

0

-J

;,

1

c

0

T

0

 >

0

36

2,200

23

5.4

3.2

2.3

1.6

1.3

1.2

1.1

2,275.1

75.8

2.ZLC

C, 

4.51C

flC-FT 31,210
RED RIVER BASIN

Location. Lat 34°27'4l", long 96°01'36", in NE-fNE-p sec.22, T.I S. , R.12 E. , on upstream side of 

right abutment of bridge on county road, 1.5 miles east of Stringtown, 2.2 miles upstream from 

Little Chickasaw Creek, 3.6 miles downstream from Breadtown Creek, and at mile 5.0 (corrected).

Drainage area.--32.7 sq mi.

Records available.--October 1955 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 540.26 ft above mean sea level, datum of 1929. Prior 

to Sept. 10, 1958, wire-weight gage and creet-stage gage at same site and datum.

Average d i s e harg e.--10 years, 27.9 cfs (20,200 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharge

Date

Dec. 10, 1960 

Nov. 22, 1961

Oct. 14, 1962

Time

1630 

0700

0200

Discharge

* 1,770 

* 9,160

* 18, Son

Gage 

height

10.47 

18.78

21.54

Date

Oct. 28, 1962 

Nov. 26, 1962 

Mar. 18, 1963

Apr. 3, 1964 

May 10, 1964

Time

1000 

1630 

2400

1200 

0600

Discharge

2,170 

5,830 

2,070

* 3,330 

C.940

Gage

height

11.27

16.34 

11.10

18.93 

12.72

Date

Sept. 21, 1964 

Sept. 27, 1964

Feb. 9, 1965 

May 26, 196E

Time

0630 

0530

08OO 

1400

Discharge

2,320 

5,100

3,360 

4,140

Gage 

neight

11.56 

15.55

13.42 

14. 50

No flow at times in each year.

1955-65: Maximum discharge, 18: 

curve extended above 5,000 cfs on I 

in each year.

Remarks. Records good.

Revisions.--WSP 1731: Drainage area.

800 cfs Oct. 14, 1962 (gage height, 21.54 ft), from rating 

iasis of slope-area measurement of peak flow; no flow at times

1

1

^

5

b

7

8

q

10

11

12

13

14

15

It

18

15

2C

21

£2

24

25

26

3C 

31

MEAN

MAX

HIM

IN.

0

35

4 b

2.0

L.4

L.

i

0

. C

 0

3.

2.

1.5

1.2

1.1

J..L1.6

15

4.5

2.4

1.7

L.3 

1.1

3.C.1

35

.11

1.1

.t-i r

,3C.2-:

.M

.30

.3-

.30

.2t

.10

.1C

.10

 1C

.10

.10

.40

.30

.30

.30

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RKD RIVER BASIN

7-3335. Chlckasaw Creek near Strlngtown, Okla. Continued

DISCHARGE, IN CUBIC FfcET PER SECOND, riATE^ YEAR OCTOBER 1561 TO SEPTEMBER

1

2 

3

5

7

9

10

11

12 

13

15

17

18

20

21

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23 

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26 

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609

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DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1962 TO SEPTFMBER

1

2

3

4

5

6

7

8

9

10

11

12

14

16

18

19

20

21

22

23

24

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26

27

28

29

30

31

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RED RIVER BASIN

7-3335. Chick9saw Creek near Str1.njrt-owr>. Okla .--'"Inri

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RED RIVER BASIN 603

7-3338. McGee Creek near Stringtovm, Okla.

Lucitmri. --Lat 34°26'33", long 95°52'10", In NEj- sec. 30, T.I S. , R.14 E. , on right bank 10.6 miles 

east of Stri.ngt.own, 17.5 miles upstream from Potapo Creek, and at mile 22.7 (revised).

Drainage area. 86.6 sq mi.

Records available. April 1956 LO September 1965.

Gage.--Water-stage ~]~929. recorder. Datum of gage Is 623.18 ft (corrected) above mean sea level, datum of 

Average discharge.--9 years, 85.3 cfs (61,750 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height In feet). 

Annual maximum discharge (*) and peak discharges above base (3,000 cfs), water years 1961-65

Date

Mar. 31, 1961 

Nov. 22, 1961

Time

01OO 

2030

Discharge

* 2,S70 

* 7,700

Gage 

height

8.09 

14.33

Date

Nov. 27, 1962

Apr. 4, 1964 

May 10, 1964

Time

0400

0200 

2300

Discharge

3,500

* 4,4,80

3,360

Gage 

height

9.00

10.45 

8.80

Date

Nov. 19, 1964 

Feb. 9, 1965 

May 27, 1965

Time

1600 

1800

01OO

Discharge

4,200 

3,360 

* 4,480

Qage 

neigh t

10.05 

8.80 

10.38

ge height, 16.79 ft); no flow at times

No flow at times in each year.

1956-65: Maximum discharge, 10,200 cfs Apr. 26, 1957 

in each year.

Remarks. Records good.

Revisions. ¥SP 1731: Drainage area.

DliCHAKGE, IN CUbIC (-bET PER SECOND, WATER YEAR nCTOBER I960 TO SEPTEMBER 1561

1

2

3

4

5

6

7

d

U

11

It

11

14

15

16

17

16

-± -,

2L

21

22

23

2*

21

2t>

27

2b

2<T

3l

31

MEAI\

M4X

MIN

.7C

.3o

.2~

5.2

52

3.b

1.1

. 2'.

(j

3

G

c

0

_,

0

0

0

B.6

7.6

2.9

1.3

. &u

.2C

.20

12

la

S.S

9.5

il

ts.G

3.7

5.1.J

5 t

0

3.5

3.3

2.s

2«t1.4

.St

. bv

 50

.5L

.3,,

.10

.10

.5C

 -*o

20

I

.t.

.3

. Q

.5

 R

. b

.A

.5

.5

, 4

.2

. 5

.^

. ^

2.77

2L

.10

.70

.7C

.50

. 6u

<t.U

147

U2

160

6<*

1,0*0

'03

15*

82

51

35

25

21

17

15

12

9.5

B. 5

.2

.a

.2

.6

 6

. 8

^ ;

58

J35

lit

1 < »tt

.5.3

282

11*

0*

*3

32

2*

21

IB

1*

12

il

5.5

7.6

7.0

7.2

6.8

5.9

5.3

5.0

4.1

3.7

3.5

3.5

3.1

3.1

3.1

2.9

2.7

2,6

2.4

2.7

22.5

282

2.*

2.9

2.7

2.6

2.2

2.6

3.3

23

91

134

151

110

77

57

39

3D

36

133

575

13*

272

272

156

1CB

76

62

56

*2

33

__ 

 

 

95.8

575

2.2

30

2*

IS

16

20

15C

1*0

1CJ

80

6C

5C

*5

*0

35

30

28

26

28

26

26

26

30

26

21

36

531

228

11*

***

i.330

1,210

160

1,330

18

230

128

86

59

*2

30

25

20

19

19

*2

295

123

76

51

33

2*

2C

17

13

12

IZ

11

10

8.0

6.8

6.5

5.6

*.7

*.*

 

*7. 8

295

*.*

IN C 

UN 0

23

21

17

252

292

2*9

116

208

12*

51

26

17

12

7.6

6.8

*.7

3.5

2.7

2.*

8.3

50

398

115

51

29

19

1*

9.5

6.8

5.3

3.7

69.2

398

2.*

*,260

CFSM 

CFSM

2.9

2.1

1.5

1.5

2*

2*

1*

39

109

43

1*5

*2

20

13

8.5

6.8

5.6

*.*

3.7

2.7

2.*

2.0

1.5

1.3

9.*

31

35

1*

6,5

3.7

 

20.7

145

1.3

1.230

.06 IN 

.58 IN

2.2

1.6

1.1

.80

.40

.20

.20

.90

.40

.20

.20

.10

.10

7.6

15

44

21

8.5

4.7

2.5

1.4

72

326

S7

50

28

15

10

6.5

4.7

3.3

23.*

326

.10

l.**0

1*.42 

7.87

2.6

1.5

1.2

.90

.60

.40

.20

.9

.2

1

.*

2

1

.5

.7

.7

.5

.2

.80

.30

.20

.10

0

0

0

2.58

20

0

158

C-FT 66, « 

C-FT 36,

SEPT.

0

0

0

0

8.5

10

4.1

2.0

1.*

.60

.40

39

982

133

43

2O

11

6.8

4.7

2.9

2.0

1.4

1.0

.70

.40

.10

0

.20

.20

11

 

42.9

982

0

2,550

00 

ISO
RtD RIVER BASIN

7-3338. McGee Creek near Stringtown, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECUNO, WATER YEAR OCTOBER 1961 TO SEPTEMBER

2

3

4

5

6

7

8

9

1

2

3

4

5

7 

8

9

0

1

2

3

4

5

6

8

0

MAX 

M1N 

CFSM 

IN. 

AC- FT

217

138

46

22

12

s.o

5.6

3.5

855

152

70

4U

25

12 

9.

6. I

6.

5.

3.

3.

2.

2.

1.

L.

. 9u

NOV.

975

204

70

36

24

19

14

11

7.6

6.5

6.5

ft.h

15

35 

22

19

15

256

5,520

i,3?o

181

99

63

3o

22

l.C

15

14

452

466

136

84

125

1.04C

179

132

79

65

60

176

lie

79

54

43

35

29

23

21

15

17

12

12

11

11

11

9.5

9.0

9.0

7.6

6.8

5.5

5.0

5.0

32

33

17 

15

15

12

159

582

118

76

110

197

83

42

5.C

24

21

19

17

15

13

12

11

10

9.0

9.0

8.5

fl. 0

T.6 

12

31

21

17

15

590

350

144

126

=0

 

7.6

MAR.

51

46

40

30

23

20

19

17

17

15

12

11

9.5

9,0 

8.5

8. 0

51

145

70

48

504

875

227

84

747

8.J

198

in*

76

6C>

72

130

92

69

51

32

26

21

19

17

273 

155

81

54

3a

56

1,810

= 20

271

144

343

77

1,810 

13

IN 3

84 

43

28

20

17

14

12

11

7.6

6.8

5.9

4.7

4.1

3.1 

2.6

2.1

l.R

1.4

1.2

1.0

.90

.60

.50

 3?

2.2

84

.30

CFS1 . 

CFSW .

35 

120

75

30

15

11

9.2

195

237

57

33

20

13°.o

4.7 

3.3

141

72

29

17

12

°.5

7.2

6.5

3.5

2.2

237 

2.2

2,630

04 l»j 

08 IN

1.5

2.7

1.6

1.2

.7'..

.30

.10

0

t

r

P

1.0

 5. :

2.C

1.3

.70

.2^

.1C17

2<s

a. 5

4.i

1.0

.23

u

25 

.'.4 

If*

12. 7L t 

13.35 *

I

n

n

r0

^

0

0

>

0

0

1

0

0

0

0

1

f!

T

0

0

0

3

0

0

C-FT 53,*

0

c

,1C

.20

4.1

i7

3ir

9F

17

Q .5

t.?

3.7

2.7

U2

."0

1.6

1.?

.80

 5^

.3n

.2f

3.9

1C

44

63^,6^

31f

P 

.25 

.27 

lt2fC

^0

QISCHAfiGt, IN CUBIC FttT PER ibCiWO, huTES YEXiK OCTOBER 1962 TO SEPTEMBER

1

2

3

4

5

6

7

8

?

1C

LL

i<;

L3

14

15

Ic

17

U

li

2L

21

^2

t, j

24

25

2o

^7

-^

3' 

31

ME4N 

MAX

MIN

CFSM

IN.

AC-FT

1C

5.7

11

b.e.

4,4

3.1

d.L

1.5

1.6

2.4

,-,l

3. i

6 j7

1,7^0

luT

jfc

16

12

7.<!

'-"

1 4C

4B

It

H. J

3.0

 4.4

15

171

1-n. 

lib

14 =

1.5

1. 72

1. so

3,1<-C

93

49

2a

18

1 J

3.3

7.t

a.c

7.Z

8.5

d.5

fi. 5

7.6

6..S

6.2

 .,

6.5

6.^

D. C

5.e

3.3

3.7

3.1

4. 1

5. 3

lt JL,

1,4 t.J

112

74

111

3. 1

L.JC

1.HJ

0,^30

52

33

t)37

247

III

65

4^

33

25

li

16

13

12

11

11

It.

= .C

v.C

8. u

la

6J

33

21

17

15

13

12

11

1L

^.5

58.4

8.L

,o7

.70

3, 5 -JO

t.5

e.c

7.2

10

61

35

25

18

15

12

11

5.5

6. 2

5.J

4.7

,,.

^.

4.

i,s

3.

3.

3.

3.

2 S

2.

2.

2 -

L'.

2.

8.91

2. 1

.1:

.1Z

5n8

2.

3.

3.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2-

2.

2.

 

2.49

2.1

.C3

.0 i

1^8

3.

3.

3,

3.

3.

3.

3.

3.

3,

* 

b.5

15

1 ^

12

11

i:

19

37

df 2

186

^5

59

39

30

24

H

17

14

1?11

13

47.8

3.5

.55

.64

2, 34L'

50

3c

1°

15

12

19

a

3

2

1

1

1

.C

.2

.2

.7

.1

.3

1

.5

.e

.3

.4

.3

.8

5

4

2

C

1

7C.1

3.3

.81

, Q C

4,170

MAV

51

31

30

21

17

13

«.5

7.6

6.H

5.6

4.4

3.7

3.3

2. 3

, ".1

!.< 

1.4

1.2 1.-

.PO

.70

.6C

.4C

.30

.2C

.2C

.2C

.LD

0

7.C2

51

.06

.03

432

fl

0

0

c

0

L

0

0

0

3

C

0

0

0

' 

0

0

31

7.9

2.C

1.1

.5u

.2f

0

8.2

7.7

i" 4"

"

l.?7

31 

C

."2

.03

117

r

r

O

(.

0

r.

c

7

r

c

0

t

c

0

0

1,

c

(^

0

t-

! .

c

0

J

r

^

c

2tl

iLl

11.7

0

.13

.1'.

7'«

--

24

12

6.5

3,=

2.4

1,3

. 9'-

.4?

.2-

3

0

0

}

0

0

0

T

5

3

0

c

,1

0

0

"

J

Q

T

0

51.60 

1.66 

24

9

,C2

,u?

1>"

n

*

t.fj

<

,

r

t.

c

"

,.

r,

c

c

l'

n

0

c

p

"

r

fl

0

0

c

0

«

c, "

0

",

c

0
RED RIVER BASIN

7-3338. McGee Creek near String-town, Okla .--Continued

1.55C 

1 ,33C

.06C.2

98.7

1,7-iC

1.8

l.lH

1.31

GUSIC 1-bET PER SECuND, WATtR YFAfc ER 1964 TO SEPTtt

1

2

3

4

5

6

7

8

c

10

11

12

13

14

15

16

17

ly

i?

2u

21

22

23

24

25

2o

27

28

29

30

MEAN 

MAX

MIN 

CFSM 

IN.

2d

i;

13

8.C

4.7

3.9

3.3

2.4

2.G

1.4

l.U

.9u

. b ^

.8C

l.G

1.1

1.1

1.0

.90

.80

.8u

. 70

.6d

.50

.30

.20

.13

C

ij

3.17

28

0

:c;

0

0

c

0

r

0

1

J

tc

u

0

0

1

c

0

3C7

3,370

254

100

57

3b

25

2C

15

12

10

7.2

6.5

141 

3,370

0 

1.62 

1.81

o.2

5.<»

9.3

11

7.c

0.2

5.3

4.7

4.1

5B

53

4i25

Ib

13

11

9.5

7.2

6.2

O.i

5.9

5.3

5.C

5.C

4.4

3.9

3.5

3.°

3.7

3.1

11.6

.13

3.3

3.3

3,3

3.3

3.1

3.1

J.I

3.1

3.3

15

15

11

9.C

B.L

6.R

fc.2

5.3

4.4

3.8

3.7

3.5

174

21G

B7

49

32

21

16

12

11

23.9

.28

WAT YR 1965: TOTAL 13,257.03 MEAN 50.0

8.J

.")

. c

.6

.7

.7

.7

.7

1,9°0

451

173

110

74

56

42

35

28

23

20

18

16

15

113

7C8

157

95

67

49

 

 

153

1.77

404

102

3h

57

42

31

24

19

18

1*

13

31

62

46

35

28

23

l=i

15

12

11

9.5

9.5

9.U

26

67

81

b5

56

48

51.3

.59

30

1C".

PA

64

49

78

62

43

3^

25

2C

17

13

12

5?

19

I 6

11

0 .5

E.O

7.2

*.2

5,c

5.3

e.c

5.0

5.2

4.7

3. c

3.7

26.6

.31

MAX 3,370 MIN 0

3.

2.

 >.

2.

?.

2.

B4

2n5

137

45

25

168

121

52

3C

48

331

132

61

30

10

13

10

1,780

1.2SO

156

115

6?

162

I. 68

CFSM 

CFSM

2*

1H

13

}1

,-l.C

fr.^

5.1

2-

22

7.6

5. r

4. I

4. 1

17

54

1°

9.5

5.6

4.4

2. 3

2.6

10

241

245

}5

39

20

12

6.8

4.7

31.6

.36

3 .3

-. *

1 .^

t. j

.RC

. 2'

. lr

c

r

n

r

C

n

r

r.

p

.10

.li.

.ir

.39

r

.005

.In

.lr

.10

. 1

,, ,

.25

.li.

.1 _

.lu

.!-

.1-1

.10

.1 j

.1C

16

i.r

^.2

I.'

 * '

.,,

i

.lr.

. 4 P|

.30

.!(

0

0

-~j

o

-

1.03

0 

.C!

63

,

L

r

r

r

c

C

r

'"

r

r;

r

r

21

74

2?

= .0

4.7

2.7

1.6

l.C

.60

.20

4.5?

.05 

271

62 IN B.51 AC-FT 3«,2?C
RED FIVER BASIN

7-3340. Muddy Boggy Creek near Farris, Okla.

Location. Lat 34 "16'17", long 95°54'43", In NE^HW-J- sec.26, T. 3 3., R.13 E. , on downstream side of 

left pier of main span of bridge on State Highway a, 1.3 miles downstream from MpQe e Creek, 

2.8 miles northwest of Farris, and at mile 57.7.

Drainage area. 1,087 sq mi.

Records available. October 1937 to September 19F5. Monthly disphgr-gp only for some periods, publlshed In MSP 1311.

Gage.--Water-stage recorder. Datum of gage is 444.58 ft above megn sea level, datum of 1929. Prior 

to Mar. 13, 1945, wire-weight gage and Mar. 13, 1945, to Sept. 30, 1961, wat.er-stape recorder, at 

same site at datum 2.00 ft higher,

Average discharge. --?8 y-=ars, 870 cfs (629,900 acre-ft per year).

Extremes. Maxlmums and minimums (discharge in cubic fp°t per second, gage height In feet).

Annual maximum discharge (*) and peak discharges above base (10,000 cfs), water years 1961-65

Date

Dec. 11, 1960 

Nov. 23, 1961

Time

O'OO 

0400

Discharge

* 9,250 

* 18,500

Gage 

height

a 27. 3? 

38.68

Date

Ocb. 14, 1962 

Nov. 27, 1962 

Apr. 27, 1963

Time

1030 

0930 

0600

r>i="harge

* 12,800 

12,300 

10,700

he^Kt ^

30.15 Apr. 3, 1964 

33.30 

30. 60 || Nov. 19, 1964

Time

2200 

0200

Discharge

* 12,00" 

* 10,8r'0

Qage

height

l>30,52 

?9.45

a Da hum then In

b Occurred Apr. 4, 1964.

Annual minimum discharge, wate

Water year1

1961

1962

1963

Date

Sept

Aug.

Sept

. 4, 1961

23, 19K2

. 3-11, 1963

Discharge

3.4

.20

°

Mater year1964

1065

 Date

Af times

Discharge

C

1937-65: Maximum discharge, 61,900 cfs June 17, 1945 (gsge height, 44.94 ft, datum then In 

use), from rating curve extended above 37,000 cfs; no flow at times In many y<=ars.

Remarks.--Records good- Records of chemical analyses for the period October 19R1 to October 1962 

are published in reports of the Geological Survey.

Cooperation. Gage-height record, 156 discharge measurements, 7 observations of no flow, and records 

of dally discharge furnished by Corps of Engineers; records reviewed by Geological Survey.

Revisions. WSP 1211; Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

1

2 

3

4 

5

6

7

9

10

1Z 

13

15

16

18 

15 

20

21 

22

26

28

31 

TOTAI

HIM

IN. 

AC-FT

62 

38

2*

2,«8Q

1,130

6fi

31 

24

48 

47

140 

463

787

260

151 

684

L64

10,048

24

212

61

25 

64

37

68

48 

37

34

31

20 

1,498

18

18

18

,250 

.320

491 

370

162 

146

113

03

54

2,290

31,939

3.30C

700

120 

107

100 

115

97 

118

112

86

81

35 

11,801

35

700

272

230

1>130 

1,560

2,100 

1.070

317 

18,565

224

200

117

100

230

260

324 

39S

278 

1,590

8,190 

29,688

.88

 

6.38C

298

1.120

384

156 

128

115

108

87

.73

48

960

298

45 

51

88

287 

1,830

168 

104

.57

72

50

58

775

310

61

45

42

66 

44 

39

28

28

.18

23 

la

51

28-!

52

151

85

59

463 

156 

92

44

35

14 

 43

30 

29

14

9.7

16

16

8,1

888 

184

86

25 

21 

14

9.1 

7.0

6.3

.12

.13

8.= 

8.5 

5.0

3.6

7.7 

15

12

IS

69 

50

40

18

15

19 

86

476

3.6 

.27

.30
RED RIVER BASIN 

7-3340. Muddy Buggy Creek near Farris, Okla.--Cuutinued

2

3

5

7

1!J

11 

12

It 

[5

17

18

JO

21

22

^5 

2t

28

<!«

TOTAL 

MEAN 

MAX 

MIN

IN.

l,5;r

1,2^

L35

105 

3,2t.d

1.12

2Cn

72

£6 

2i

19

L3

1.P50

1 -u

L^C

67

5C

61

?77

i,43».

483 

3fc7

S16

1,024,

1,171.

5=i3

5.32C 

5,21^

5b4

1,650

las

132

155 

129

122

62

17

141

137

l,i,4C

5=' 

432

1«

131

87 

82

73

83

320

______

188

155

135

93

64

2,710 

1.57C

5?o 

i.StC

*

2,i CC

1,0 3C

500 

351

199

155

351

2,5=0

3,5oC 

l,6ir

iso 

122

83

60

36

30

21

81

112 

15C

15C

52 c

16

996 

1,140

1,760 

l.fi&C

182

81

1,540

73

109

62 

46

46

28 

25

1

.6

.8

34

278 

82

38

38 

32

278 

4.5

7.2 

5.6

2.6

1.3 

1.6

1.1

.60

.40

.30

.30

.60

.60 

.70

.70 

.60 

.50

22 

.30

.60

84 

1,310

747

29C 

141

41

273

77

177 

73

3ft 

35

33 

304

19° 

95 

72

6,595.60

1,630 

.60

13,080

CAL YR 1901: TOTAL 255,550.5 MAX 15,3r C MIN 3.6

DISCHARGE, IN CUBIC FtET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1<;63

1

i

4

ft

7

a

10

11

13 

14

15 

17 

18 

i^

23

25

26

27

2 =

31

MEAN

MIN 

CFSM 

IN. 

AC- FT

281

08 

57

41

27

/2 

22

1.980

25l 

8,7oO

823 

51? 

326 

t26

288

1C9

B3 

t4 

3.3CJ 

6.13U

5.C20

1,273

22 

1.17

1.35

1,61,

219

127

113

117 

127

120

c3

41 

35 

46

4<i

30

34

4,470 

11, 40- 

e.loL 

t,5IO

 

1,262

30 

i.lb 

1.31,

911

2.87C

2,o&:

423 

326 

25S

14C 

1J6

as

S2 

80

4,040

 »3S

356 

2t8 

245 

206

162

BUl

8C 

.74 

.85

151

128

140

232

190 

Io2

151

52

5C 

5C 

50

50

50

48 

45 

44 

39

28

115

23 

.11 

.12

35

44 

59

39 

33 

37

50 

35

29 

28 

26 

25

27

35

24 

22 

22

 

34.4

22

.03 

.03

27

38 

33

37 

36

ICO

109 

120

115

1C1 

°0 

2, SCO

536 

37C

191) 

156 

114 

96

88

31C

27

.2«

.33

636

686 

326

212

195 

173

10" 

79

54 

44

3° 

38

87 

54

5,800 

9,630 

7,360 

8,050

1,435

38 

1.32 

1.47

4,390

004 

468

303 

212 

178

101

87

65 

58 

50 

49

45 

30 

31

17 

14 

16 

14

14

3CO

14 

.28 

.32

18

114

56

16 

13

11

8.

6.

6.

14*

30 

24

18

14 

2? 

20 

12

 !:!

25.9

6.3

.02 

.03

6.5

4.2 

3.4

2.0

1.6 

1.4 

1.4 

1.0

2.6

630 

178

4C

26 

16 

12

5.3 

4.0 

3.1

1.8 

1.6 

1.4 

1.2

278

44.4

1.0 

.04 

.05

127

72

48

23

16 

19 

22 

39

26

9.9 

7.3

3.3 

2.2

1.8 

1.6

.90 

.60 

.50

.30 

.20 

.10 .ia

.1C

17.9

.10 

.02 

.02

.1C

.7

5 

2

.1 

.8 

.9 

.4

.6 

.0 

.6

.3

.10 

.80 

.60 

.50

4.47

0 

.004 

.005
RED RIVER BASIN

7-3340. Muddy Boggy Creek near Farris, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEPB

DAY

1

1

1

13

14

15

le

17

18

13

2C

21

22

23

24

25

26

27

28

29

TOTAL 

MEAN

MIN 

CFSM 

IN. 

AC -FT

OCT.

.30

.23

.20

.10

.10

^

0

t>

-

r

y

T

t)

c

2

Q

0

0

0

0

c

I,

c

,

c

u

c

I.3C 

.042

0 

C 

0 

2.6

NOV.

C

p

0

0

0

^

0

Q

c

0

0

0

0

0

0

0

0

c

c

0

0

0

c

0

0

a

0

0

0

0

0 

0

0

DEC.

.10

.8

.7

.0

.2

.2

.0

.4

.0

8,21

0 

.008 

.009

JAN.

.3

.3

.0

.0

.5

.C

.0

.2

.8

.7

.2

.0

.0

.80

.80

.90

.0

.4

.3

.3

.3

.2

.4

.6

.6

.6

.6

.3

 ^_

1.71

.80

FEB.

2.5

2.6

2.6

5.4

137

185

2 1

1 6

2

9

7

2

8

6

2

9

8

6

4

2

1

1

0

9.3

8.4

7.9

7.6

7.3

40.1

2.5

MAX

MAR.

6.8

9.6

10

11

20

22

24

2,890

3,190

1,72

60

34

22

15

10

8

6

2,57

3,02

1,13

50

28

19

14

10

8

6

5

572

6.8

9,630 t

APR.

37

33

2. 30

9, 70

2« oO

It 80

56

: 21

15

56

24

02

80

67

57

51

50

47

43

39

37

35

200

173

238

440

203

116

880

J3

UN 0 

IN 0

HAY

55

62

146

88

50

41

36

305

2,140

4,680

4,270

4,0=C

5=4

221

140

98

76

59

49

40

32

25

20

17

15

12

11

11

11

CFSM

JUNE

35

35

33

32

25

22

Ifi

15

14

12

1C

10

9.3

8.7

18

1,250

1,620

4.230

6,370

5,980

774

115

74

56

47

37

31

31

8.7

18 IN

JULY

2C

20

15

12

8.2

6.2

5.0

4.2

3.3

2.6

2.3

1.7

1.6

1.2

1.0

.70

.50

.40

.30

.30

.20

.20

.10

.10

.10

0

0

0

0 

232

2.38

AUG.

0

0

0

0

0

0

0

6.5

12

6.2

2.8

1.6

1.0

.80

.80

.60

.60

.60

.50

.60

14

23

20

18

14

652

314

302

0 

3,030

C-FT 138

SEPT.

27

18

13

9.6

5.4

3.5

2.3

2.0

1.8

1.6

1.4

1.1

.8

.6

4.4

35

60

35

22

2,840

5,580

2,830

2,250

489

185

7,OBO

6,810

If 850

.60 

60,840

000

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

3

5

b

7

10 

11

li 

14

17

13

2C 

21

22

23

25

26 

27

28

30

MAX 

MIN 

CFSM

2t>6

I6a 

lie

79

59 

36

18 

13

11

 5.0 

d.

4.

1.

. 0 

3.

4.

3. 

3. 

4.

.03

1.6 

1.2 

1.1

1.2

3.3 

3.7

7.9 

24

20

11

9.6

8.2 

1,310

5,200

3.3CO 

1,300

340

244 

187 

142

122

89

83

73 

55

40 

140

538

244

85

40

35

32 

30 

31

29

110

73

58

51 

96

75

86

55

1,650

520

340 

222 

160

97

38 

37

6,190 

6,860

388

180

246

1,080

650 

556 

484

_____

276 

208

130 

107

636

208

68

137

388 

396 

372

340

0,300 t

780 

2,890

421

380

276

260

52

40

38 

40

27

IN 0

18 

17

298 

2,940

994

524

180

80

2.54O 

8,910

2,060

16

CFSM .

78 

63

44 

53

30

46

16

14

14 

1,050

481

166

93

44 

32

14

36 IN

15

6.9 

5.6

4.0 

3.6

2.5 

2.2

8.1 

5.1

2.7 

2.1

1.7 

1.3

.90

.80 

.70

.50 

.40

.30

4.90

.20 

.10 

.10

0 

1.2

1.7

2.5

3.5 

2.9

15 

16

4.9 

3.5

2.5 

1.9

1.3

1.2

1.0 

.80

6.1 

9.8

0

226

C-FT 284

6.6 

7,2 

5.6

23 

17

7.8 

5.6

2.8 

2.1

.80 

.60

1.2 

5.2

719

395

72

52 

33 

22

16 

13

.60

3,170

000
RED RIVER BASIN

7-3342. ^jrrdsi Mill Spring near Fittstown, Okla.

Location. Lat 34°35 I 45", long 96°39 I 55", in SW^SWj seo.34, T.2 N., R.6 E., upstream from weir 

outlet of spring, 0.5 mile upstream from Big Spring Creek, 2 miles west of Fittstown, and 

12 miles south of Ada.

Records available.--April 1959 to September 1965.

Gage. Water-stage recorder and V-notoh sharp-orested weir. Altitude of gage is 1,022 ft (from 

ground-water survey map).

Average discharge. 6 years, 7.16 cfs (5,180 aore-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-R5 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

Jan. 18-20, 1961 

Jan. 5, 1962 

Jan. 3, 1963 

Dec. 17, 1963 

June 7, 1965

Discharge

(Cfs)

25 

13

27 

12 

21

Gage height 

(feet)

3.17 

3.02 

3.19 

3.01 

3.13

Minimum

Date

Sept. 9-11, 1961 

Oct. 1, 1961 

Sept. 30, 1963 

At times 

Oct. 1, 1964

Discharge 

( = fs)

4.2 

5.2 

1.6 

0 

.60

Gage height 

(feet)

1

1959-65: Maximum discharge, 30 cfs May 30, 1960 (gage height, 3.22 ft); no flow at times in 

1959, 1964.

Remarks.--Records good. Records do not include diversion of about 6 to 10 cfs by city of Ada for 

municipal water supply.

DISCHARGE, IN CUBIC FtET PEP SECOND, WATEB YEftp CCTOBER 19tf 10 SEPTffCEf 1=61

3

8 

9 

10

LI 

12

14

13

17 

IB 

19

21

22

24 

25

26 

27

28

30

TOTAL

MEAN 

MAX 

MIN

8.C

S.u

8.5 

8.4 

H. 1

8.4 

8. 4

8.0 

8.4 

8.4

B.4 

8.4

3.4 

8.4

8.4 

8.4 

8.4

8.9

9.4

8.0

9.7 

8.9

a. 4

3.4

8.4

8.C 

8.0

8.0 

S.O

7.5 

7.5

7.5 

7.5 

7.5

7.5

11

7.5

7.5

.

8.0 

8.0

8.C 

6.0

8.0 

8.0

8.4

a. 4

8.4

8.4

8.4 

6.7

e,4

8.8 

8.4

17

25

24 

24

24 

24

24 

24 

19

15

25 

8.4

8.0 

3.4

8.4 

8.4

8.4 

8.4

B.4 

8.4

8.0 

8.0

8.0 

8.U 

8.C

_____

8.4

8.G

B.O 

<i.C

7.5 

7.5

7.5 

7.5

7.5 

7.5

7.5 

7.5

8.4

9.4 

7.5

c" 4

°:<

<;.9

5.°

<>.<!

c .9 

9.9 *}.<;

'.9

?.9

9.9 

8.9

10

c]c

9.4 

9.4

9.4 

9.4

9.9 

8. 9 

8.9

8.9

1C

8.4

8.4 

8.4

fi.4

s.r

«:',

8.C

a.c

8.0

a.t8.C

7.5

8.<: 

7.5

7.5

.5

.1

7.5 

7.5

7.1 

7.1

7.! 

7.1

7.1 

7.1 

7.1

6.7

7.5

6.7

*I*

1:1

5.5 

5.5

5.2 

5.'

5.2 

4. R

4.P 

4.°

4.H

4.5

6.7

4.5

4.5 

4.5

4.? 

4.?

5.2 

5.?

5.? 

4."

4.R 

4.8

4.8

5.2

144.9

5.*

4.2

AC-FT 6,030
RED RIVER BASIN

7-3342. Byrds' Mill Spring near W.tt«town. Okla . Continued

DISCHARGE! IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 196?

1

2 

3 

4

7 

8

10

1

4

6

7 

3 

9

G

1

2 

3 

4

5

6

7 

8

0

ME N 

MA

MIN

WAT Yl.

5.2 

5.5 

5.9 

5.9

5.9

5.9

6.3 

6.3

6.7

6.7 

6.7 

6.7

6.7 

6.7

6.7 

6.7

6.7 

6.7

6.7

7.1

6.7

7.1 

5.2

1962: TL

6.7 

6.7 

6.7 

6.7

6.3

6.7

6.3

6.3

7.1

5.7 

6.7 

6.7

6.7

6.7

7.5 

7.5

7.5

7.5

8.0 

8.0 

3.0

8.4

3.4 

6. 4

TAL S,,I^

DEC.

8.9 

8.9 

8.9 

8.9

8.9

9.9

e

0

0

1

2 

2

2

2 

2 

2

2

2 

2 

2

2

12

8.9

.1 »

12 

12 

12

12

12

12

12

12 

12

12

12 

12 

12

12 

12

12 

12 

12

11

11 

11 

11

10 

10

12 

10

FAN 8. CO

10 

10 

10 

10

10

9.9

9.9

9.9 

9.4

9.4

8.9

8.9 

8.9 

8.9

a. 9

3.4 

8.4

10 

8.4

MAX 1

3.4 

8.4 

8.4

8.4

8.4

8.0

8.0 

8.L

7.5

7.5 

7.5 

7.5

7.5 

7.1

7.1 

7.1

7.1

2 l>

7.1 

7.1 

7.1

7.1

6.7

6.7 

6.7

6.7

6.7 

6.7 

6.7

7.1 

7.1

7.5 

7.5

7.5 

6.7

IN 4.2 

!( 5.2

7.5 

7.5 

7.1

7.5

7.5

7.5 

7.5

7.5

7.1 

7.1 

7.1

7.1 

7.1

7.1 

7.1

7.5 

7.1

AC FT 

AC-FT

7.1 

7.1 

7.1 

7.1

8.0

8.9

8.9 

8.9

8.9

9.8

8.9 

3.9 

9.9

S.° 

fl.i

8.9

9.4 

7.1

t.,000 

5,790

8.9

8.9 

8.4

8.4

8.0

8.0 

8.0

8.P

8.0

7.5

7.1

7.1 

7.1

7.1 

7.1

3.9 

7.1

7.1 

7.1 

7.1 

6.7

6.7

6.7

6.7 

6.7

6.3

6.3

5.w

5.9 

5.5

5.5 

5.5

7.1

5.5

5.5 

5.5 

5.E 

5.5

5.5

5.1

5.9 

5.9

6.1 

6.3

6.7

6.7 

6.7 

6.7

6.7

6.7 

6.7

6.7 

6.7

185.0

6.7

5.5

1

2 

3

5

6

7

U

12

14

15

17

IB

20 

21

i^ 

24

Z5

i7 

23

3U

31

MEAN 

MAX 

MIN

6.7 

6.7

6.3

6. 1

6. *

7.1

7.1 

7.1

7.1 

6.7

6.7 

6.7

6.7 

6.7

6.7

7.5 

7.5

B..i

l~

NCV

 

s.c

8.4 

a. 4

0.4 

8.4

8.4

8.4 

3.4

A. ft 

B. 4

a. 4

d.O

8.C 

8.'.' 

8.0

''.4 

^.<>

3.5

 -_-

*.S

- ^^

J»^

?

I

1 

1

2 

2

2

2

2

12 

5.9

2 

2 

C

8 

8

3

8

8

8

8

8 

7

7

7 

7

7

7 

7

6 

6 

3 

1

1

0 

1

1 

1

1

1

1 

1

0 

0

0

C

0 

0 

0

0

0

I)

0

3.5 

9.5

11 

3.5

MAP.

9.5 

9.5

«':i

9.'. 

9.',

8.=

S. 1 

8.9

8.9 

8.3

9.9

8.4

8.4 

8.4

8.4

3.4 

8.4 

8.4

6.4

9.5 

8.4

0 l>

P. 4 

8.4 

P. 4

8.4

8.C 

8.5

8.4

e.4

F.4

f .4

a. 4

P. 4 

8.0 

P.C

8.C

7.5

7.5

e.c

f.,4

8.4

6.9

3.9 

7.5

IH 1.6

8.9 

9.4 

9.4

9.4

9.4

9.4

9.4

9. u

9.4

9.4 

9.4

9.4 

9.4

9.4 

9.4

9.4 

9.4 

9.4

8.9 

8.= 

8.9

8.9

9.4

8.9

AC-FT

(?.= 

«.?

S. c

3.4 

8.4

3.4 

8.4

B.4

8.4 

S.C

B.C 

8.0 

R.&

S.fi

s.r.

a.c

8.C 

7.5

7.5 

7.S 

7.5

8.9 

7.5

6,05u

7.5 

7.1

7.1 

7.1

7.' 

6.7

5. -

5.9 

6.3

6.7 

6.7 

i.2

6.}

4.8 

4.5

4.5 

4.5 

4.5

4.P

7.5

'.5

 -.2

5.2

5.2

4.R 

4.8

5.2 

5.2

4.8

4.5

4.5

4.5 

4.5 

4.2

4.2 

4.2

4.f 

4.0 

4.0

4.C1 

7.7

2.9

5.? 

2.7

2.= 

2.7 

2.7

2.7

2.7 

2.7

2.5 

2.5

2.5

2.5 

2.5

2.3

2.1 

2.3

2.1 

2.1

2.1 

1.9 

2.1

l.o 

1.7 

1.7 

1.6

2.32 

2.=
RED KIVER BASIN

7-3342. Byrds 1 Mill Spring near Fittstowu, (Ala . Continued

DAY

1

2

3

A

5 

6

7

8

9

10

11

12

13

14

15

16

IT

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

AC-FT

OCT.

^ ,

^

 '

9 ;

^~

f -

.

^

, ,

. 0

1.

1.0

.90

.90

.90

.90

.90

.80

.80

.80

.70

.50

.60

.70

.70

.70

.60

1.6

.50

61

NOV.

.60

.50

.50

.60

.50 

.50

.50

.40

.40

.60

.i

.2

.2

.2

.2

.0

.0

.0

.0

.90

.90

.50

.80

.80

.80

.70

.70

.70

.TO

.70

 

1.2

.40

47

DEC.

.70

.60

.60

.60

.60 

.50

.50

.5C

.50

.5C

.40

.40

.40

.30

.30

3.1

12

4.3

.To

.TC

.60

.60

.60

.60

.60

.50

.50

. 50

.4C

.40

.50

12

.30

67

JAN.

. 0

. 0

. 0

. 0

. 0 

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

.10

0

0

0

0

0

0

0

0

c

0

0

0

0

.50

0

8.3

FEB.

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

 

 

0

0

0

0

MAR.

0

0

0

0

3 

0

0

0

0

0

0

0

0

0

0

0

0

.60

1.

1.

1. 1.

1. 1.

1.

1.

1.

1. 1.

1.

1.

19. BO

1.7

0

39

APR.

1.7

1.7

1.6

1.7

2.5

2.5

2.5

2.5

2.7

2.9

2.9

2.q

2.9

2.9

2.1

2.9

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

 

83.8

3.2

1.6

166

MAY

1.4

.30

.20

.20

.2<!

.10

.10

.20

.20

.50

.10

.0

.0

.2

.2

.3

.4

.4

.6

.6

.6

.7

.7

.7

.7

.9

.9

.9

.Q

.9

.9

3 ,80

1.9

.10

71

JUNE

.9

.9

.1

.1

.1

.1

.1

.9

.9

.9

,q

.9

.9

.9

.9

.9

.9

.7

.7

.7

.7

.7

.7

.7

.7

.7

.7

,7

.7

5 ,8

.1

.7

11

JULY

.7

.7

.6

.6

.6

.4

,4

.4

.3

.3

.?

.2

.2

.2

.2

.C

.°0

.«0

.90

.BO

.80

.70

.70

.70

.60

.60

.6C

.50

.50

.50

33.30

1.7

.50

66

AUG.

.40

.40

.30

.30

.20

.10

.10

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

2.20

.40

0

*.4

SEPT.

p

p

.2

.3

.8

. B

.0

C

.10

.30

.40

.50

 

8.°0

2.3

0

18

DISCHARGE. IN CUBIC FfcET PER SECOND. WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

8

10

11 

12

14 

15

16 

17

19 

2C

22 

23

25

26 

27 

28

30

MEAN

MIN

OCT.

.60 

.70 

.70 

.70 

.70

.80 

.90 

.90

.90

.90 

.90

1.0 

1.0

.90 

.90

.90 

.90

.90

.80 

.80 

.80

.70

.85

.60

NOV.

.70 

.70 

.70 

.70 

.80

.80 

.90 

.90

.90

.90 

.90

.80 

.70

3. I

4.2

4.8

5.2 

5.2 

5.2

5.5

2.41

.70

DEC.

5.5 

5.9 

5.9 

5.S 

5.9

5.9 

5.9 

5.9

5.9

5.9 

5.9

5.9 

5.9

5.9

5.9 

5.9 

5.5

5.5

1B0.9 

5.84

5.5

JAN.

5.5 

5.5 

5.2 

5.2 

5.2

5.2 

5.2 

5.2

5.2

5.2 

5.2

4.8

4.8

4.5

X

4.5 

4.5 

4.5

4.5

4.87

4.5

FEB.

4.5 

4.5 

4.5 

4.5 

4.5

4.5 

4.5 

4.5

4.5

4.8 

4.8

4.8 

4.8

5.2

5.5 

5.5 

5.5

 

4. 88

4.5

MAR,

5.5 

5.5 

5.5 

5.5 

5.3

5.9 

5.9

5.9

5.S

5.9

5.9

5.9

5.9

5.9

5.9 

5.9

5.Q

5.9

^85

5.5

APR.

5.9 

5.9 

5.9 

5.9 

5.9

5.9 

5.9 

S.o

6.3

6.3 

6.3

6.3 

6.3

6.7

6.7 

6.7 

7.7

6.3

6.39

5.9

IN 0

<IN .60

MAY

6.3 

6.3 

6.3 

6.3 

6.3

6.3 

6.3 

6.3

6.3

6.3 

6.3

6.7 

7.1

6.7

7.9 

7.5 

7.5

7.5

6.76

fc.3

AC-FT 

AC-FT

JUNE

7.5 

8.0 

8.0 

8.0 

8.0

8.0 

8.4

8.C

8.2

7.5 

7,5

7.5 

7.1

10 

12

7.1 

7.1 

7.1

10

7.92

r.i

1.040 

3,610

JULY

T.I 

7.1 

7.1 

7.1 

7.1

7.1 

6.7 

6.7

6.7

6.7 

6.7

6.3 

6.3

5.9 

5.5

5.5 

5.2 

6.2

5.9

6.29

5.2

AUG.

5.5 

5.5 

5.5 

5.5 

5.5

5.2 

5.2 

5.2

5.2

4.8 

4.6

4.8 

4.8

4.5

4.2

4.2 

4.2 

4.0

4.0

4.72

4.0

SEPT.

4.0 

4.0 

4.0 

3.7 

3.7

3. 7 

3.4 

3.4

3.4

3.4 

3.2

3.2 

3.2

2.7 

2.7

2.5 

2.5 

2.5

2.3

3.12

2.3
RED RIVER BASIN

7-3350. Clear Boggy Creek near Caney, Okla.

Location. Lat 34°15', long 96°12' , In NWtrSEij see.36, T.3 S. , R.10 E. , on downstream side of left 

pier of bridge on old U.S. Highways 69 and 75, 0.5 mile downstream from Caney Creek, 1.5 miles 

north of Caney, and at mile 24.1.

Drainage area.--7SO sq mi.

Records available. October 1942 to September 1965. Monthly discharge only for some periods, 

published in WSP 1311.

Gage. Water-stage recorder. Datum of gage is 485.05 ft above mean sea level, datum of 1929. 

Prior to Mar. 13, 1945, wire-weight gage at same site and datum.

Average discharge. 23 years, 461 cfs (333,800 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (4,5OO cfs, revised), water years 1961-65

Date

Mar. 31, 1961

Nov. 24, 1961

June 1, 1962

Time

0100

0100

1700

Discharge

* 5,440

* 7,830

4,590

Gage

height

21.34

22.30

20.56

Date

Hov. 26, 196E

Apr. 28, 1963

Sept. 27, 1964

Time

2 ZOO

2300

1430

Discharge

* 10,500

5,140

* 4,490

Sage

height

22. 9O

21.14

20.54

Date

Nov. 19, 1964

Time

1600

Discharge

* 7, 480

Sage 

height

22.21

Annual minin

Water year

1961 

1962 

1963

Date

Sept. 4, 1961 

Aug. 27, 1962 

Sept. 3, 4, 1963

Discharge

9.5 

7.8 

2.2

Water year

1964 

1965

Date

Aug. 10-18, 1964 

Sept. 17, 1965

Discharge

n 

1.3

1942-65: Maximum discharge, 52,800 cfs Dec. 11, 1946 (gage height, 26.77 ft); no flow at 

times in 1954, 1956, 1964.

Maximum stage known, 26.9 ft in February 1938, from information by local residents.

Remarks. Records good. Records of chemical analyses for the water years 1962-65 are published in 

reports of the Geological Survey.

Cooperation. Gage-height record, 167 discharge measurements, and records of daily discharge furnished by Corps of Engineers; records reviewed by Geological Survey.

Re vis Ions. WSP 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

4

6

7 

8

10 

11

12

13

15 

17

13

22

24 

25

26

30 

Jl

TOTAL

MEAN 

WIN

IN.

58 

39

31

2.17G

588 

163

07

58 

51

50C

132

82 

73

609

707

320

31

.57

248 

141

98

76 

70 

67

56

52

44

44

43

43

38

38

.10

37

36

38

107

601

3,430

1,520

146

110

95 

92

707

1,260

36

. 86

2,480 

1,620

325

204 

152

118

100

92

85 

84

80 

86

75

.42

81

80

69

84 

185

194

238

259

165 

158

~::

6?

.35

126 

120

113

155

95

88 

88

180

159

107 

1,300

2,180

4,310

88

.73

3,950 

2,510

526

329

280

899 

572

142

126

109 

105

88

88

.72

86 

83

135

1,350 

294

09 

84

49

74

274

125

484

138 

= 7 

80

45

.48

70

58

67

62 

58

83 

69 

61

58

40

34 

30

40

40 

40

33 

26

26

.13

23 

23

54

46 

29

58

49 

38 

4Q

753

<H

67

946

361

125

81

47 

38 

30

23

.39

27 

24

21

18 

17

16

16 

17 

17

199

54

26 

21

18 

18

17 

17

15 

14 

13

13

.07 

2,790

13 

12

10

11 

17

18

13

28 

884 

1,820

117

78 

67

53

44

39 

34

26 

22

1.600 

471

1,820 

10

.35 

13,360

CAU YR 1960: TOTAL 166,831

MX 4,310 MIN 10 AC-FT 159,000
RED RIVER BASIN

7-3350. Clear Boggy Creek near Caney, Okla. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

2

J 

4

6 

7 

8

9

11 

12

15 

16

IB

19

21 

22 

23

24 

25

27

28

30 

31

MEAN

MIN 

CFSM 

IN.

911 

1,9*0 

1,630

22* 

21*

194

2,27'J 

3,510

J32

166 

139

116 

IC8

98

52 

85

71

61

.78 

.90

6* 

69 

75

70 

57

50 

46

51

187 

117

91 

3,790

6,880 

5,230

592

______

1.28 

1.43

216

200 

499

<tSi 

284

2,840 

2,940

332

1,800 

718

342 

293

217

209

182

1.00 

L.15

168 

160 

154

144 

139

128 

123

105

106

105 

264

147

165

108

.19 

.22

102 

98 

92

85 

80

77 

77

75

130

85 

84

182

185

-

.17 

.18

102 

99 

97

83

81 

83

81

65

63

416 

825 

258

343

267

2,1*0

.34 

.39

545 

333 

258

303

212

188

144

12*

116 

119

410

2,540

1,410

.92 

1.03 

39,500

333 

258 

224

124

99 

91

67

52

47 

46 

48

86

78

163

.20 

.23 

8,770

3,230 

1.26C 

566

549 

930

166

1,470

313 

134 

96

95 

107

87 

85

85 

.85 

.95

73 

62 

53

26 

23

18

41

24 

23 

49

58 

45

86 

53

31

94 

18 

.06 

.07

27 

24 

22

18

13

12 

12

14 

11

10

10 

9.3 

8.4

B.I 

9.0

55 

39

15

55 

8.1 

.02

.03

383 

1*2 

77

1*2 

74

728

201 

153

101 

87

185 

119

79 

62 

55

48 

*9

119 

89

55

2,000 

*8 

.33

.36

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3

5

6

7 

8

10

1

2 

3 

4

t

a

s

i

2

5 

6

7 

8 

9

1

TO AL

MA 

MIN 

CFSM 

IN.

57

43

40

37 

}6 

3*

229

3,900 

1,470 

5J7 

782

113

66

180 

91 

7* 

59 

52

*7 

1,080 

3,120

3,190 

946

3,900 

32

.87

373

203

1*4

132 

131 

124

99

90 

84 

78

7*

64

56 

59 

57 

58 

72

4,990 

3,990 

1,000

6,360 

56

627

1.120

585

394 

318 

280

220

197 

168 

154

148

130

1,590 

3,040 

1,890 

543 

423

28G 

252 

224

199

3,0*0 

130

183

58

63

57 

46 

36

129

120 

111 

106 

133

94

133 

106 

85 

133 

107

103 

88 

82 

82

82

86

82

80 

80 

81

82

81 

76 

71

68

64

62 

57 

57 

56 

56

59

54

60

62

59 

58 

57

61

151

92 

79 

77

1,170

300 

180 

140 

121 

132

91 

87 

84 

95

57

309

172

163 

152 

13B

life

108 

98 

85 

79

99

116 

77 

67 

61 

229

4,240 

4,690 

4,730

61

501

366

300 

242 

212

140

123 

107 

95 

85

60

58 

58 

57 

54 

52

49 

45 

44 

45

44

106

54

45 

38 

34

30

30 

40 

34 

30

32

27

26 

24 

22 

21

20

19 

18 

17

1.1B6

17

14

14

13 

12 

10

9.9

11 

12 

13

18

15

14

12

10 

9.2 

8.6 

7.6

7.3

10 

8.9 

6,7 

123 

31

506.1

6.7

12

9.5

8.3 

7.3 

56

43

28 

21 

14

.3

.7 

.*

.1 

.6 

.3

.3 

.6

.3

.8 

.5

.2 

.5

.O

396.7

4.0

3.7

2.2

2.*

3.2 

2.8

2.8

3.0

3.5 

7.0 

9.9 

6.1

6.7

8.6 

8.3

8.3 

8.3 

7.0 

6.4 

6.1

5.8

5.3 

 4.8 

4.5 

4.2

163.1

2.2

.008
REP RIVER BASIN

7-3350. Clear Boggy Creek near Caney, Okla.--Continued

DISCHARGEi IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3

4

7

<j

10

2 

3

4

5

6

7

8

9

0

1

3

S

£

7

8

9

0

MEAN

MIN 

IN.

.

"

.

.0

.0

.0

.80

.BC

.40

1.4

4.8

3.5

4.2

4.G

3.2

2.5d

.004

4.5

4.5

4.5

4.5

4.8

5.0

7.3

7.3

5.8 

5.0

5.3

5.3

5.3

6.1

6.1

6.1

9.2

3

&

a

10

9.5

7.9

7.3

6.7

7.01

4.5 

.01

6.1

7.9

8.6

8.6

10

10

9.9

11

20

22

30

20

17

13

10

9.5

9.2

8.9

6.3

7.6

7.3

8.9

10

11

12

11. 7

6.1 

.32

10

9.5

9.2

8.9

8.9

8.9

a'. 9

8.9

a.*

8.9

9.2

S.2

8.9

9.2

9.9

1C

11

9.9

9.9

9.2

b,&

8.6

8.6

8.9

10

9.32

8.6 

.01

11

9.9

9.9

14

29

73

36

26

17 

16

15

14

14

14

13

12

12

11

10

1

1

1

0

1

_____

18.3

9.9

11

11

11

12

31

32

626

923

168 

108

80

62

52

48

44

646

790

317

ICB

75

65

57

49

43

36

164

11

29

27

1.430

4,050

1.440

627

202

152

112 

103

88

79

66

58

56

53

52

50

62

123

168

113

67

49

40

401

27

34

32

28

26

29

28

410

884

2.980 

988

410

317

25t

202

161

126

94

82

61

5C

47

45

48

43

82

337

26

205

122

87

67

5C

42

34

28

16

22

2P

17

24

1.500

2.710

3,380

2. 180

i72

197

136

106

86

73

58

49

404

16

42

36

30

24

17

14

9.i

8.7

6.5 

6.1

5.1

4.7

4.3

3.9

3.5

3.3

3.1

3.C

2.8

?.2

1.9

1.4

l.l

1.1

1.0

9,10

.70 

.01

.60

.50

.30

.20

.10

.10

.10

0

0

0

0

0

0

0

0

.10

.20

.20

15

5.1

9.3

131

4<3l

5C1

245

48.5

0 

.07

SEPT

59

40

29

20

11

<5.6

7.5

6.8

5.3 

4.7

3.9

3.7

25

263

112

68

76

2,5?G

2,680

382

247

2.920

3,480

970

362

585

3.7 

.81

WAT YR 1964 TCTAL 60,503.30

DISCHARGE, IN CUBIC FEET PER SECOND, I.ATER YEAR OCTOBER 1S64 TO SEPTEMBER

1

3 

4

6 

7

9 

10

2

5 

6

a

9

1 

2

3

7

MAX

MIN

IN. 

AC-FT

OCT

247

1.19 

111

75 

61

48 

42

31

2=> 

28

Z8

23 

2C

17 

15

15 

5

15

15

14

17

17

1°

107 

62

32

25

21 

2t733 

t,29C

5. 44 ij

2, 11C

354 

762

35^»

2JO la"

16

1.33

160

141 

122

91

82

75 

293

301

172

142

101 

90

87

ae

88 

88

73

72 

71

70

.21

71

73

98

76 

71

84 

93

71

68 

66

56

61

479 

325 

220

115

94 

89

56

.17

79

71

68

68 

71

2,230 

2,S8u

532

282 

227

128

117 

107 

117 

4C9

206

______

67

.55

532

468 

274

178 

154

129

120

122

266 

17B

104

55 

94 

92

ao

123

125 

116

11 l °o

.31

APR

98

127 

112

876 

1,610

352

298

554

220 

316

122

100 

11 

SO 

72

62

58 

53

53

.39

52

59 

55

38 

37

84 

791

532

862 

2,040

282

213 

lib

135 

13C

3,350

1,610 

714

37

1.02

325

206 

166

112

1C1

75 

67

6^

55

50

38

31

2 o

27

33

2"

23 

23

21

.12

le

7 

7

2

2

2

11

^.4 

14

7.4

7.4

»."» 

7.4 

7.0 

6.4

7.0

13 

14

6.4

.02

21

a.6 

8.7

11 

14

6.7 

7.0

6.3

8.3

e.n 

7.7

6.7

«.7

12

9.1 

8.3 

7.4

10

7.7

7.C

5.4

.01

.4

.7 

.1

.7

.1

.2

.7

.S

1.6

2.2 

2.1

5.7 

114 

28 

2t

11

6.7 

7.4

114 

1.6

.C2 

647
RED RIVER BASIN

7-3355. Red River at Arthur City, Tex.

Location . Lat 33°52'30", long 95°30'10", in WW£ see. 11, T.8 S. , R.17 E. , near right bank on downstream side of pier of bridge on U.S. Highway 271 at Arthur City, 10.6 miles downstream from 

Muddy Boggy River, 26.0 miles upstream from Kiamichi River, and at mile 633.1.

Drainage are a. --44. 531 sq mi, of which 5,936 sq mi is probably noncontributing.

Records available. --January to September 1905 (gage height and discharge measurements only), October 

1905 to December 1911, July 1936 to September 1965. Monthly discharge only for some periods, 

published in WSP 1311. Gage-height records collected at same site since 1891 are contained in 

reports of U.S. Weather Bureau.

Gage. --Water-stage recorder. Datum of gage is 380.07 ft above mean sea level, datum of 1929. During 

1905-11, staff gage at St. Louis-San Francisco Railway Co. bridge 200 ft upstream at same datum. 

July 1, 1936, to Mar. 24, 1940, wire-weight gage at present site and datum.

Average discharge. 35 years, 8,263 cfs (5,982,000 acre-ft per year).

Extremes . Maximum and minimum discharges for the water years 1961-65 are contained in the following 

table:

1961 

1962 

1963 

1964 

1965

Date

Mar. 31 1961 

June 12 1962 

Nov. 27 1962 

Sept. 29 1964 

Feb. 10 1965

Maximum

Discharge 

(cfs)

35,700 

52,000 

45, 200 

28, 200 

46,600

Gage height 

(feet)

16.10 

18.68 

17 . 50 

16.15 

17.65

Date

Oct. 19, 1960 

May 25, 196C 

Sept. 18, 1963 

Nov. 7, 1963 

Oct. 15, 1964

Minimum

Discharge 

(cfs)

604 

l,rno 

430 

220 

485

Gage height 

(feet)

5.88 

6.42 

5.62 

5.21 

a 5.86

a Occurred May 5, 1965.

1905-11, 1936-65: Maximum discharge, about 400,000 cfs May 28, 1908 (gage height, 43 -.3 ft), 

from rating curve extended above 41,000 cfs on basis of records for later years; minimum, 

130 cfs Dec. 11, 12, 1956 (gage height, 4.49 ft).

Maximum stage known, 43.2 ft May 28, 1908.

Remarks. --Records good. Some regulation since October 1943 by Lake Texoma (see station 7-3315), 

 Sinr miles above station. Records of chemical analyses for the period November 1961 to Septe 

1963 are published in reports of the Geological Survey.

Cooperation. --Gage-height record, 206 discharge measurements, and records of daily discharge fu 

nished by Corps of Engineers; records reviewed by Geological Survey.

Revisions (water years). WSP 1241: Drainage area. WSP 1311: 1906-11.

DISCHARGE, IN CUBIC FEET PER SECUND , HATEK YESR OCTOBER 1=160 TO SEPTEMBER 1°H

, 

ember

2 

3 

4 

5

7

9 

10

13 

14

15 

16

19

20

21

26

2B 

29

31

MEAN 

MAX 

M1N 

AC- FT

1,990 

3,960

10,500

2.62U

94U

22,400

31,500 

938 

756,200

5,830

4,710

4,eaa

19,800 

1,340 

289,900

3,370

24.90C

11,500

31,400 

2,260 

669,800

7,940

6,66C

5,220

17,000 

4,900 

475,800

2,960

3,<?00

17,300 

2,380 

343,800

4,370

2,080

34,900

34,900 

1,510 

350,600

20,500

12,800

29,600 

2,210 

613,200

5,350

4,160

2,000

17,200 

2.00O 

308,400

3.78C

2,840

10,900 

1,750 

235,500

2, ""80

3,6fif

2,020

11,800 

1,540 

286,600

1 ,8BC 

?,68I

3,670

3,370

2,960

5,380 

It410 

182,400

SEPT.

3,?6Q 

3,250 

3,110 

2,360

1,170

2,700 

3,010

?,91P 

6,410

3,b4C

2>fl4C 

2,870

2. WO 

It 810

17,200 

«78 

282,400
RED RIVER BASIN

7-3355. Red River at Arthur City, Tex.--Continued

DISCHARGE, IN CUBIC FEET PEP SECOND, KATtP YEAR OCTOBER 1961 TO SEPTEMBER 1962

2 

3 

4 

5

6

7

9 

10

11

14 

15

17

19

20

21

24 

25

2o

28 

29

30

TOTAL 

MEAN 

MAX 

MIN

3,490

3,810

9,88(1

6.842 

1,930

2.97C

8,271 

1,660

11,900 

19,10C

9,898 

2,620

1,£3C

2,580

1,830

1,560 

1,530

1,400

2,400 

2.36C

2,470

6,030 

3,660 3,560

JUNE

35,400

50.800

JUL y

4,120 

2.63C

4,010

13,300

5,540

6,190 

6,220

5,640 

3,080

8,370

3,160 

6,340

33,100 

24,300

11,800

5,850

5,000 

4,950

3,040

4,840 

5,330

33,100

M Expressed in thousands.

DISCHARGE, IN CUBIC FEET PER SECONOt HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3

4 

5

6

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17

18 

19 

20

21 

22 

23 

24

25

28 

29

TOTAL

MIN

5,770

5,580 

4,480

5,580

13,100

15,600

3,540

2,460 

4,310

4,060

5,580 

4,060 

3,160

3,160

1,290

3,240 

3,970

14,200

11,300 

10.6CO 

ti,020

8,230

5,580

9,610 

9,150

8,690

4,650 

5,580 

5,390

5,390

4,820 

7,180

7,180

1,930

3,460 

3,800 

3,800

1,010

1,170

3,080

3,380 

3,630 

3,630

5,510

3,240

3,800

3,310

2,400 

2,750

5,580

2,880

4,220 

3,380 

2,940

2,680

2,880

3,080 

3,080 

2,560

2,130

2,340

3,010 

1,930 

1,830

3,540

2,560

2,800 

3,240 

3,010

2,130 

078

1,780

2,080

4,820

2,340 

2,290 

1,380

622 

1,640

717 

622

1,830 

1,690

1,600

858

 ;;«s

2,460

WAT YR 1963S TOTAL 1,755,844 MEAN 4,811 MAX 41,400 MIN 478 AC-FT 3,463,000
RED RIVER BASIN

7-3355. Red River at Arthur City, Tex.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, hATER YEAP OCTOBER 1963 TO SEPTEMBER 196*

1

b

6 

7

11 

12

«

«.l> 

21

27

2d 

29

31

MEAD 

MAX 

MIN

41b 

3i,5

843

1,320

LSI:

1,69.

1.7*1;

76/

555 

55C

430

295 

2-»C

780

4S.33G

DEC.

55L 

t25

3SG

blf 

768

a 15

1,1*0

5UC

515

738 

71*

1,423

3,540

 

2,2tG

1.37J

2,260

2,6RO

LSfcO

7S*

732 

8>i7

1.C1C

1C.10C

12,*uC

li.ioc

1.C10

1,270

1,270

815

2,200

815

6.15C

2.14C

2,940 

2.26C,

1,690

944

678

2.680

2.26C

1.74C

2,680

1,370

7^4 

3,970

3,970 

678

4,060

1,030 

3,240 

3,880

2,440

2,260

850 

2,320

5,390

94,482

5,390 

850

2.880

2,380 

2,200 

1.42C

1,520

485 

2,200

7,230

2,880

11,900

6,550 

5,460

26,800 

17,700

182,084

26,800 

485

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2

3

4 

5

7

l«j

li

T»

16 

17

2C 

2J

24 

25

28 

29 

30

MAX 

MIN

OCT.

1.22J B'J2

672

510

2,500

2,560

1,421.

1,640

1.52J

3,31'J 

2,i,80

NOV.

1,140

t>5*

878

2,140 

2.32C

DEC.

5,360

2,140 

2,440

768

5.96L 

146.4JC

JAN.

3,800

5.58C 

4,820

2.56C

3,569

1 '

FEB.

\'ll*

3..4CO

15,300

3,010 

3,012

MAR. 

3*.«0 5 : 39c

2,940

1,7*0 

1.5B,

2,380

2',56C

2.02C 

1,740

3,886

APP.

3,800

2,820

3.63C

2,260

MAY

17,000

10,600

10.800

23,200

JUNE

3,970

4,310

2,820 

6,340

1.420

JULY

2,880

3.28C

5,390 

4,310

3,380

AUG. 

3,540

2,880 

3,630

2,680

2,500 

1,010

2,620

3,630

SEPT. 

2,080

2,820 

3,010

2,620 

4.310

5,010

3,080

4,820 

5.2CO

3.380

3,240 

2,080

1,040 

1.8CP

CftL VR U64: TGTAL 1,227,653 MAX 38.9CC MIN 405
RED RIVER BASIN

7-3360. Tenmile Creek near Miller, Okla.

Location. Lat 34°17'55", long 95°44'40", In tw£ sec.16, T.3 S., R.15 E., near center of span on 

downstream side of pier of bridge on county road, 1.2 miles south of Miller, 4.7 miles upstream 

from Rock Creek, and at mile 11.6.

Drainage area. 68 sq mi.

Records available. October 1955 to September 1965.

Gage. Water-stage recorder. Datum of gage is 475.89 ft above mean sea level, datum of 1929.

Average discharge. 10 years, 69.9 cfs (50,610 acre-ft per year).

Extremes.--Maximums and minlmums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (1,800 cfs, revised), water years 1961-65

Date

Oct. 5, 1960

Dec. 11, 1960

Feb. 18, 1961 

May 6, 1961

July IS, 1961

July 23, 1961

Time

0800

O030

0700 

0530

0100

1900

Discharge

2 O4O

2 040

1 900 

2 180

1 SSO

* 2 530

Gage 

height

15.87

15.87

13.37 

14.42

IS. 16

15.62

Date

Nov. 22, 1961

Mar. 31, 1962

June 2, 1962

Oct. 14, 1962

Hov. 26, 1962

Time

1900

0030

0700

0930

2200

Discharge

* 3, 40O

1,930

1,830

* 4,850

2,760

Sage 

height

17.78

13.52

13.07

19.34

16.32

Date

Apr. 26, 1963

Apr. 28, 1963

Apr. 4, 1964

Hov. 19, 1964

Feb. 9, 1965

Time

170O

2130

O40O

1800

1400

Discharge

2,460

2,380

* 3,350

* 2,79O

1,930

Gage 

height

15.35

15.08

18.21

16.44

13.54

No flow at times in each year.

1955-65: Maximum discharge, 5,930 cfs May 2, 1958 (gage height, 20.69 ft); no flow at times 

in each year.

Remarks. Records good.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

it

4

5

6

7

8

<3

0

1

2

1

4

5

6

7

8

3

ME N

MIN

CFSH

IN.

OCT.

1C

7.2

6.2

5.5

1.06C

118

48

24

13

7.7

4.9

2.1

14

8.6

4.2

2.3

5.6

32

19

12

7.2

4.5

3.4

3.5

43

38

22

22

21

51.2

2.1

.75

.87

NOV.

11

7.2

4.9

3.4

2.6

1.9

1.7

1.7

1.5

l.C

.50

.70 

.70

1.5

73

52

22

16

12

8.6

7.2

7.2

6.8

5.2

4.5

4.9

3.6

2.8

2.6

8.98

.50

.13

.15

DEC.

L.9

1.7

1.9

2.1

144

684

556

455

163

1.000

1,560

115 

77

57

39

28

22

18

17

15

14

13

13

13

12

11

66

259

142

20

1.

3.0

3.4

JAN.

384

152

86

58

46

39

35

28

22

19

16

14

13

12

11

10

9.1

8.1

7.7

6.8

7.2

6.8

6.4

6.4

6.0

6.0

5.2

5.2

34.2

5.2

.50

.58

FEB.

6.0

6.4

5.6

5.6

6.4

10

113

152

136

101

70

38 

28

22

20

37

1. 70

04

89

06

14

40

89

70

55

39

35

 

 

158

5.6

2.32

2.42

MAR.

31

25

22

22

22

43

54

45

29

21

18 

17

16 

13

12

10

12

15

17

17

21

20

16

14

12

67

132

69

64

604

81.0

10

1.19

1.37

APR.

222

114

73

49

36

28

22

21

31

27

55 

64

38 

28

22

17

14

13

12

10

10

9.6

8.6

8.1

6.8

5.6

5.2

4.2

3.9

3.6

32.1

3.6

.47

.53

1IN 0 

1IN 0

HAY

4.5

2B

14

39

268

1,630

312

203

116

62

44 

32

25 

21

17

13

10

9.6

8.6

49

86

108

82

39

24

19

14

10

7.2

5.6

107

4.5

1.57

1.81

CFSH

JUNE

3.1

2.6

1.9

17

116

13

6.0

772

142

5*

23 

12

7.7 

6.4

5.6

3.6

3.4

2.6

1.9

1.5

1.2

.70

.50

.60

13

16

3.4

4.2

1.7

1.0

41.3

.50

.61

.68

.11 IN

JULY

.60

.40

.30

.10

.10

0

.40

4.0

l.C

1.3

1.2

.80

258 

441

905

268

76

29

12

6.4

3.9

15

2.110

730

113

58

27

14

9.6

5.6

164

0

2.42

2.79 

10,110

15.09

AUG.

3.9

4.2

3.1

2.4

2.1

1.5

1.3

1.2

1.0

.BO

.70 

.70

.60 

9.B

18

90

31

9.1

4.2

2.6

1.2

1.0

1.0

.80

.70

.70

.60

.50

.40

.40

6.32

.30

.09

.11

388

\t-ff 54,

SEPT.

30

20

10

10

10

0

0

0

0

0

0 

4.5

577 

209

38

13

6.4

3.4

2.4

1.7

1.3

.80

.60

.50

.30

.10

.70

45

12

30

31.6

0

.46

.52

1,880

r20 

80
RED RIVER BASIN 619

7-3360. Tenmile Creek near Miller, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22 

23

24

25

26

27

28 

29

30

31

MEAN 

MAX 

MIN

CFSM

IN.

OCT.

17

642

180

47

19

8.1

4.2

2.6

1.5

1.9

129

88

45

32

21

14

9.6

8.1

5.2

3.9

3.1

2.6

2.8 

3.4

2.8

2.4

2.1

1.7 

1.5

l.C

1.0

42.0 

1.0

.62

.71

NOV.

1.0

99

304

83

47

31

22

17

14

11

9.1

7.7

10

9.1

29

60

44

31

25

21

179

2,770

2,010 

211

122

88

70

54 

45

38

215 

l.C

3.17

3.53

DEC.

35

33

32

176

310

130

79

59

145

159

214

152

81

63

54

332

338

143

83

53

41

35

24

21

21

21

18

16 

16

1C

16

1.39

1.60

JAN.

4

4

4

5

7

6

5

4

5

5

5

4

3

7

1 6

4

2

3

8

5

213

720

102

139

320

228

138

59

46

13

1.34

1.55

FEB.

39

31

25

22

20

17

13

13

13

11

10

8.6

8.1

7.7

8.1

7.7

6.4

278

74

37

27

22

359

142

116

89

98

__._

6.4

1.04

1.08

MAR.

67

55

47

40

30

25

22

21

21

19

18

16

14

13

11

10

9.1

8.1

8.1

14

26

23

341

1,290

287

125

75

51 

505

1,300

8.1

2.14

2.47

APR.

217

104

70

52

136

216

119

80

57

44

39

32

27

24

22

19

25

54

43

34

28

91

1,060

284

130

379

34fc

116 

58

169 

19

2.48

2.77

MAY

59

41

22

16

12

10

9.1

8.1

6.0

5.0

3.6

3.0

2.0

1.0

.60

.20

0

0

0

0

0

0

0 

0

0

0

0

.10

21 

2.8

.40

59 

0

.11

.12

JUNE

153

870

102

36

15

7.7

439

222

353

186

68

32

14

5.6

2.6

1.3

.50

.10

15

14

3.1

.70

.20

0

0

0

0

0 

146

18

870 

0

1.33

1.48

JULY

8.4

5.2

3.9

2.4

1.7

1.0

.70

.70

.C.O

.40

.10

.10

.10

.10

.40

1.7

.60

.20

.10

2.3

1.9

.80

.60 

.60

.50

.4f,

.30

.80

1.3

.60

,50

8.4 

.10

.02

.02

77

AUG.

.20

.10

.10

.10

.10

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0 

0

0

0

.20

0

.0003

.0004

1.6

SEPT.

0

o

n

c

c

1.2

11

64

38

16

6.5

5.2

2.1

.80

.60

.60

.60

.30

.20

.20

.10

.10

.10

.10

.10

.in

.10

.10 

.10

16

64 

0

.08

.09

326

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

c.1

2B

23

30

MEAN 

MAX

MIN

CFSM

IN.

198

34

9.2

3.4

2.0

2.2

3.0

3.4

3.0

32

31

252

554

3,551

63C

>i3

47

29

20

110

179

60

32

19

14

11

9.6

1,090

760

156

3,550

2.o

3. 82

4.40

3<3

27

19

14

12

11

11

14

12

10

9.2

9.6

9.6

8.3

7.5

7.5

&.o

6.0

6.0

6.0

7.1

10

10

11

13

I,u30

2,1,20

281

12o

83

2,020

6.0

1.88

2.10

W

47

591

282

115

60

36

3L

24

20

19

16

14

14

14

14

13

li

12

139

209

78

4b

34

34

29

22

20

2C

18

591

12

,9B

1.13

14

14

12

93

382

150

79

51

38

31.

22

lo

12

1C

8.0

9.0

10

11

11

9.6

7.5

7.5

7.0

6.5

6.5

b.O

5.5

5.0

5.0

382

5.0

.50

.57

.7

.1

.0

.7

.4

.4

.1

. B

.5

.1

.5

.0

: .B

.6

.2

.2

: .0

.0

.0

.6

.8

.4

.4

 6

.8

.B

: .8

.3

 -

 

7.1

3.0

.06

.07

I

1

I

I

1

1

.3

.5

.5

1

9

6

3

1

1

4

5

3

52

21

9

5:

3

2

2

!

1

1

1

.2

529

7.5

.72

.83

3

9

6

3

?

8

7

8

0

6

4

1

9.2

7.9

6.4

5.4

4.5

4.5

4.8

4.5

7.1

6.C

4.3

2.7

43

1,050

l,07f

1.U60

1.12C

157

1,1 2C

2.7

2.36

2.63

1IN 0

70

4B

51

40

26

2

1

1

,7

.1

.7

.5

: .a

.8

.0

.2

.5

.9

.7

.3

1.?

.90

.90

.70

.70

.90

1.1

1.7

2.4

2.0

70

.70

.17

.19

1.8

1.1

1.6

1.1

.&(,

.60

.50

.30

.30

.20

.20

.20

.20

.10

.LO

.10

.2C

.4

.7

.8

.6

.7

.5

.0

.90

.60

.50

.30

.20

.20

1.08 

7.7

.10

.02

.02

.If

.1C

1

0

0

0

0

0

0

0

118

7.0

4.8

1.8

1.1

.50

.30

.11

 10

.10

.10

0

c

0

0

0

0

0

0

117

16.6 

265

0

.24

.28 

1,020

30

7.

2.

1.

. 0

. 0

. 0

. 0

. 0

. 0

. T

. 0

.i<)

.10

0

j

0

0

0

0

0

}

0

0

0

0

0

0

0

9

1.49 

30

1

.02

.03 

92

P

n

fi

0

0

0

0

c

n

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0 

0

c

0

0 

0

,10
RED RIVER BASIN

7-3360. Tenmile Creek near Miller, Okla . Continued

OISCHAKGb, I'« CUdIC FtEf PER Si-CdND, WArtr' YEAR OCTOBER 196? TO SEPTEMBER 1164

1

c

1

4

5

6

7

d

4

1C

11

12

13

14

15

16

17

IB

I 1)

20

21

22

2 j

2-i

J5

it.

27

^e

2,

MEAN

MAX

MIN

IN. 

AC-Ff

,.

0

0

<"

r

L

L

U

j

o

U

J

G

j

0

-

c

G

r

J

C

L

0

u

,j

J

"

°

L

G

j

j

3

0

u

c

0

o

c

)

J

u

0

u

^

0

1

6

IJ

c

0

1

0

0

^

0

c

* 

0

0

c

t.

G

L

c

I

u

c

c

u

c

c

c

0

I,

0

(.1

c

c

0

(

o

c

c

0

G

c

L

G

0

c

0 

G

fl

0

c

0

0

Q

0

c

c

0

0

u

0

G

0

0

0

0

r

0

,-

^

0

ri

c

c

o

J

r

o

0

0 

0

c

,^

L

10

14

13

5.5

2.5

1.2

.40

.40

.80

.90

l.C

UO

1.2

1.0

.2.}

.20

.U

.13

. 10

.13

. 13

.10

.10

C

u

2. 14

18

rj

.03 

123

MAX 2

j

16

5.6

4. 1

7.i

4.t

4.3

11

747

HC

121

51

35

26

20

14

U

3.5

613

57ft

127

66

H- 7

31

25

l<t

14

11

B.7

5.8

38. c

747

-

t41<J f

5.5

4.9

166

2,4ln

1,300

357

11<J

61

38

2c

22

20

IS

It

14

13

1-

l n

11

11

I'.

1C

If

27

2e

54

a;

4e

27

105

2.41C

4.<*

2.71

JN 0

16

32

£3

1?

7.6

6.5

6.2

7.6

12

16

26;

33

40

24

16

12

H.4

6.5

4.9

4.'

2.7

1 .°

1.5

1.5

1.4

.80

.7C

1.4

l.C

20.5

269

.7L

.35

2.7

2.5

1.7

1.2

.K'J

.50

.IC

. 6C

 4n

.3)

.30

.2^

.20

. lu

0

5.1

24

4.6

1.7

.40

.10

0

C

3

3

C

0

1.6C

24

C

.03

r

r

C

r>

C

0

0

c

n

'"

»"

,ni

a

0

0

0

0

L

c

c

,_,

f

a

r

c

n

*''

£

^)

T

C

C

L

r,

!

f

r,

1

f

C

14

75

25

3.^2

7 C

il

.f 7 

241

.70

.1"

C

0

r

r

C

^

r

c

i

r

r

.sr

12

0 .4

e .?

2.7

4. -

3i

65

3*

If

11

6P?

668

8 C

55.7

6^3

.°1 

?, 5?C

DISCHARGE, IN CUBIC FEET PER SECOND, VvATFf 1CEAP TCTOBER 1064 TO SEPTEMBER 1 !!65

1

2

3

4

5

6

7

a

i

10

11

12

13

14

15

16

17

18

13

20

21

22

23

24

25

26

27

23

29

30

31 

TOTAL

MEAN 

MAX

MIN 

CFSM 

IN.

CAL Yt

24

la

1

1

.6

.2

 ^

.9

.5

.2

.6

.3

.0

.7

.5

.2

.7

.3

.5

.2

.90

. 6u

.30

.20

.10

.10

.10

0

0

G

0

132.6G

4.28 

24

0

1964: TC

0

J

0

u

0

0

0

Cl

0

0

0

0

0

0

0

0

0

119

2,320

82<5

92

38

26

20

16

13

11

3.5

B.O

7.0

3,508.5

117

2,320

0

TAL 14, 64

T.O

6.6

t>.5

6.0

o.C

8.0

6.C.

5.5

5.8

7J

54

50

34

23

17

15

13

9.5

3.4

8.0

8.C

8.0

7.2

7.2

0.5

6.2

4.9

4.6

4.3

4.0

4.3

473.5

15.3

4.0

4.00 f

4.9

6.2

7.2

6.2

5.8

5.8

5.5

5.5

5.2

5.2

5.2

5.2

5.8

5.8

5.5

4.6

4.3

4.0

4.0

3.7

3.7

174

2C2

86

4<S

32

21

16

14

12

9.1

724.4

23.4

3.7

IEAN 40.0

8.0

6.5

6.2

5.5

5.2

5.8

6.5

6.5

1,263

721

158

89

55

40

30

24

21

16

16

14

12

10

124

922

167

93

62

49

 

_____

3,935.2

141

5.2

MAX 2

60

113

b3

43

33

27

23

19

17

16

14

16

23

22

2C

18

27

26

18

16

14

14

14

13

3&

111

71

59

103

7B

49

1,196

38.6

13

,410 f

39

38

156

114

75

<,2

t7

51

42

36

33

26

20

I 13

27

8

6

4

2

0

9.5

8.4

7.2

6.2

5.5

5.5

5.5

4.3

3.7

3.2

964.0

32.1

3.2

IN 0 

IN 0

2.7

2.1

1.4

1.4

1.4

1.4

1.4

1.0

2.5

540

248

87

29

127

114

73

48

57

850

225

123

40

24

18

13

110

450

130

86

43

23

3,473.3

112

1.0

CFSM . 

CFSM .

16

12

<J.5

7.2

5.8

4.3

4.C

3.2

3.5

2.7

2.°

2.3

1.9

1.9

1.7

1.5

?.5

1.7

1.2

.90

.80

.70

.80

1.7

3.5

3.5

2.1

1.5

1.2

.90

103. 4C

3.45

.7P 

.05

59 IN 

60 IN

.80

.:c

 -

. n

0

0

C

c

c

r

36

?i

7.6

3.7

2.1

1.0

.BC

.30

.20

.10

C

0

0

r

0

0

0

0

85.30

2.75

0 

.04

0

0

0

0

0

0

0

0

0

a

0

0

0

0

2.0

6.0

3. >

2.0

1.7

1.1

1."

.90

.40

.30

.10

0

0

0

0

0 

0

18.40

.59

0 

.009

8.01 AC-FT 29, C 

8.18 AC-FT 29, 1

C

C

r

c

c

c

c

r

r

c

C

n

C

0

C

r

C

0

n

16

247

54

13

4.9

2.7

1.5

.80

.50

.40

340.80

11.4

0 

.17

50

60
RED RIVER BASIN

7-3365. Kiamichi River near Belsoni, Okla.

Location. Lat 34°12', long 95 0 29', in SEi sec.14, T.4 S. , R.17 E. , near left bank on downstream 

side of pier of bridge on State Highway 7, 1.8 miles northwest of Belzoni, 6.5 miles downstream 

from Cedar Creek, 10 miles upstream from Possum Creek, and at mile 47.7.

Drainage area. 1,423 sq mi.

Records available. October 1925 to September 1965. Monthly discharge only for some periods published in WSP 1311.

Gage. Water-stage recorder. Datum of gage is 389.91 ft above mean sea level, datum of 1929. Prior 

to Aug. 14, 1940, chain or wire-weight gage at same site and datum.

Average discharge. 40 years, 1,698 cfs (1,229,000 acre-ft per year).

Extrews Maximums and minimums (discharge in cubic feet per second, gage height in feet).

__ Annual maximum discharge (*) and peak discharges above base (18,000 cfs), water years 1961-65

Date

Dec. 11, I960

Mar. 31, 1961

May 6, 1961

Hov, 23, 1961

Time

0900

1100

1500

0630

Discharge

21, 300

18, 800

* 39,900

* 3O,100

Gage 

height

' 27.77

25.79

37.39

33.37

Date

Apr. 24, 1962

Oct. 14, 1962

Sept. 29, 1964

Time

1100

0700

0900

Discharge

22, 600

* 23,200

* 20,800

Gage 

height

28.70

28.27

27.36

Date

Nov. 19, 1964

Time

1500

Discharge

* 23,400

Gage 

height

28.96

Annual minimum discha

Water year

1961 

1962 

1963

Date

Sept. 8, 1961 

Sept. 4, 1962 

Sept. 28-30, 1963

Discharge

26

1.5 

.10

Water year

1964 

19S5

Date

At times 

Sept. 19, 1965

Discharge

0 

S.4

1925-65: Maximum discharge, 71,400 cfs Feb. 18, 1938 (gage height, 44.0 ft); no flow at times 

in many years.

Maximum stage known, 44.2 ft in October 1915, from information by local residents.

Remarks. Records good. Small diversion above station for municipal supply of city of Antlers. 

Records of chemical analyses for the water years 1962-63 are published in reports of the 

Geological Survey.

Cooperation. Gage-height record, 167 discharge measurements, and records of daily discharge furnished by Corps of Engineers; records reviewed by Geological Survey.

Revisions (water years). WSP 1037: 1927-28, 1938. WSP 1211: Drainage area. WSP 1241: 

19261MJ, 193HMJ, 1936.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1 

2

3 

4

5

6

7

<3 

10

12

14

16

18 

19

21 

22

24 

25

28 

29 

30

MIN

4B 

43

2,260

110

96

83

87

64 

64

Bl

147 

162 

256

35

110

80

5C

40

33

476 

350

200

87

83

33

06

7.770

18,600

3.3CO

1.7BO

1,060 

B62

1,79C 

2,220

66

3,300

605

530

512

224 

207

200

1S4

1,160

8C8

8,570

:~~

191

U280

1,280

918

590

945

2.77C

8,810

5"C

3,780

L.IOO

1,Q6C

685

29C

263

263

1,160 

741

1.540

862

330

725 

835 

680 

498

330

228 

200

975

535

?21

106 

93 

95

<)3

57 

50

150

43

1,010

8t2

558 

392 

302

43

137 

117

101

58

50

41

38

571

61 

55

50

37

SEPT.

36 

34

28

4°

80

76

8,010

360

147

108 

185 

1.340

28

MAT YR 1961: TOTAL 560,951 MEAN 1,537 MAX 36,400 CFSM 1.08 IN 14.66 AC-FT 1,113,OQC
RED RIVER BASIN

7-3365. Kiamichi River near Belzoni, Okla . Continued

DISCHARGE, IN CUBIC FEET PER SECONO, kATEK YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

5 

7

12

15

16 

19

21 

22 

23

24

26

26 

30

MEAN

MIN 

CFSM 

IN.

z,o^o

1.72J

40S 

2,473

274

2C5 is*

171

126

112 

101

.59 

.66

b3 

liS

1,42^

388

llu?C

755

19.3CO 

29,7iC

3,840

1,220

2.95

l.OuC

,420

l,96u

635

56L

2.06

lU'o?

1,240

2,560

1.48

1,160

2,640

1,460

______

1.41

l.TEC

409

9=9

4.02J

1.68

2,930

1,220 

1,030

21 ,000 

10.50C

7,6fcO

3,340

?.83

126

97

92 

84

73

63 

741

466

.33

JUNE

1,530

1,110

2,580 

2,150

1,400

400

17R

208 

181 

14f

135

86 

77 

227

.66

JULY

128 

76

39

33 

2°

26

16

26

18 

16 

16

26

18 

42 

76

16

.02

AUG.

60 

40

18

11

9.4

8.2 

7.1

5.3

4.2

2.8 

2.3 

2.3

2.3 

2.3

2.3 

2.5 

2.5

60 

2.3

.008

SEPT.

3.6 

3.3 

2.5

1.9 

400

780

320

316 

3C6

171 

121

52

48 

71 

29}

140

128

320

278 

184 

587

780 

1.5 

.14

CAL YR 1961: TOTAL t>7B,701 MEAN 1,85<3 MAX 36,400 MIN 28 CFSM 1.31 IN 17.

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

5

6

7

9 

10

12

16 

17 

18

20

25

30 

31

MIN 

IN.

2,360

662

2B3 

264 

241

522

2,660 

1,600 

1.48C

S35

4,970 

3,130

2.13

752

450 

450 

976

558

320 

232

221

1.22

3,300

1,301,

1,040 

835

544

363 

340

1,060

535

. 95

528

2.58P 

1.E4C.

752

400 

384

380

238

202

.S3

205

189

189

140

.11

268

566

i.aco

725

1,960 

1,480

466

1.29

598

392

244

1=7 

176

14,100

1.36

CAL YR 1962: TOTAL 531,200.6 MEAN 1,455 MAX 21,000 MIN 1.5

3.180 

2,020

1,160 

835

650 

522

388

296

173

128

69 

65

88 

55

.40

50 

59

59

50 

44

3S

29

25

18 

la 

79

81

25 

21

18

13

12

11

.03

10 

11

8.8

8.2 

8.2 

7.6

4.9

695

168 

88 

44

26

13 

11 

8.8

7.1 

6.6 

5.7

7.6 

1,650

4.9 

.13

486 

184

45

33 

25 

20

13

13 

12

.4

.1

.3 

.6

.8 

.5

.2 

.9 

.6 

.3

.0

.8 

.5

.2 

.80

.0 

.5

.80 

.03

SEPT.

1.8 

3.8

11

<5.4 

8.2 

7.1 

6.2 

5.7

4.9 

5.3 

6.2 

5.3 

4.6

4.2 

3.5 

3.2 

2.9 

2.3

2,0 

1.8 

1.5 

1.0 

.60

.40 

.20 

.10 

.10 

.10

4.18

.10 

.003

CFSM 1.02 IN 13.88 AC-FT 1,054,000
RED RIVER BASIN 623

7-3RfiR. Kiamiohl River near Belzonl. Okla . Continued

DAY

l

2

4 

5

b

7

n

1112

13 

14 

15

16 

17

la

1<J 

20

21 

22 

23

2* 

25

26 

27 

28

31

MAX 

 UN

CFSM

IN.

OCT.

.10

a

0 

(.

0

c

0

c

0

r 

c

0 

0

0

c

0 

0

c

0 

0 

0

c

0

 1C 

0

0

NGV.

3 

0 

0

0

c

0 

0

0

0 

0 

0 

0

0 

0

.60

.20 

.46 

3.2 

3.5 

3.2

2.6

2.C 

1.5 

1.0

.30

DEC.

.8C

.6G

.60

'.00

30 

57 

34 

19 

12

8.8 

7. 

4.

4.

5.

8. 

8.

T. 

7. 

6. 

8.3 

B.8

2 8*. 79

JAN.

7.6

b.b 

5.3

I'.l

5.3

4.6 

4.9

5.3 

6.2 

5.3

5.7

8.2 

1C 

1C 

<5.4 

7.6

7.6 

7.1 

7.1 

7.1

8.8

FEB.

15

17

2C

348

227

104

181

213

181

160 

142

133 

121 

110

1C1

93 

88 

83

725

MAP.

655 

472

8.59G

0,340

1.6CC

1.2.-0

 319

598

6,220

3,550 

1.9CO 

1,300

862

675

580

472 

409

APR.

321 

13,200

2.C20

1,160

S6? 

675

616

472

418 

302 

571

2,490

2,930 

3,000

1,400

1,000

MAY JUNE

725

625

504

340

553

6,520

780 

584

384

271

233 

2C2 

178

135

115

101

9C 

15?

165

112 

97

81

53

44

27 

24

35

88

ft3

49 

39 

33

21

18 

16

10 

10

JULY

3fc 

25 

19

13

11

8.8 

7.6

5.7

2.9 

2.6

2.3

2.3

2.0

1.5

.80 

.40

.20

.10

.10

.10

0

8.18 

0

AUG.

0

O 

0 

0

o

0 

0

o

5.8

15

10

6.2 

5.3

882

247

93

63 

62 

60

181

106

638

5,660 

2,630

579 

0

SEPT.

60 

40 

32 

25 

2f,

24 

25 

19 

IT 

12

8

T

4 

4

5 

11 

13

10

7

443 

6,010 

4,170

1,000

607 

9.210

18,800 

5,100

2,332 

19,200 

42

1.83

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

4

7

"

11

12

14 

15

16

19 

20

22 

23

25

26 

27 

26 

29

3C 

31

MAX 

KIN 

CFSM 

[N.

1 .301,

755

351

250

175

126 

112

74

60

47

57

96 

72

4*3

.20 

.24

38

33

43

34

20,600

3,300

1.U80

B<52 

755

1.56

351

456

411

782

446

395

321 

29G

220

217

339

438

620

363

aio

1,420 

1,080

570

456

363

7,440

1,360

755

585

4,480 

2,910

4,440

2,640

1,280

920

892

755

580

2,240 

2,910

°,980

2,680

3,340

2,580

1,600

865

464

359

250 

244

182

152

135

220

1 ,720

3,520

1,140

387 

6,960

975

536

375

235

590

850

1,890

83E

250

172

1,760 

838

1.890

205

150

98

72

48 

43

75 

56

27

21

18 

14

83

244

27

14

65

23

12 

10 

9.7

67 

7°

36

34

19 

14

21

79 

9.7

1,810

20 

135

205

68

50

21 

17 

13

11

9.1

7.0 

7.4

7,520

585 

395

241

7,5?C1 

7.0

46,190

IN 9.55 AC-FT 725,000
RED RIVER BASIN

7-3368. Pecan Bayou near Clarksville, Tex.

Location.--Lat 33°41'07", long 94°59'4l", on right bank at downstream side of bridge on Farm 

Road 1159, 0.2 miles downstream from Tanyard Bayou, 4.3 miles upstream from Little White Oak 

Creek, and 6.0 miles northeast of Clarksville, Red River County.

Drainage area. 100 sq mi.

Records available. January 1962 to September 1965.

Sage. Water-stage recorder. Datum of gage is 365.00 ft above mean sea level, datum of 1929.

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (800 cfs) January 1962 to September 1965

Date

Jan. 27, 1962

Apr. 1, 1962

Apr. 29, 1962

May 1, 1962

Time

1300

1800

0800

1000

Discharge

* 1,980

851

980

940

Gage 

height

7.00

6.03

6.20

6.15

Date

Nov. 27, 1962

Apr. 23, 1964

Time

0900

0400

Discharge

* 706

* 5,420

Cage 

height

5.81

7.99

Date

Jan. 11, 1965

Feb. 10, 1965

Feb. 25, 1965

Time

0930

0430

2130

Discharge

919

* 6,450

937

Gage

height

5.73

8.32

5.76

No flow at times in each year.

1962-65: Maximum discharge, 6,450 cfs Feb. 10, 1965 (gage height, 8.32 ft); no flow at times 

in each year.

Maximum stage since at least 1910, about 12 ft in 1957, from information by local residents.

Remarks.--Records fair. No diversion above station.

DISCHARGE, IN CUBIC FEET PER SECOND, JANUARY TO SEPTEMBER 1962

Me N

MA

HIN

IN.

AC- FT

18

17

L9

34

34

34

26

13

11

10

10

17

94

130

BO

50

40

39

77

208

248

262

633

1.400

767

347

207

1,530

10

2.39

103

til

33

26

21

17

L5

14

12

10

10

10

24B

245

149

82

50

35

27

162

438

640

510

676

 

 

LSI

676

10

1.56

41 j

23u

57

47

34

2o

i2

21

126

177

14-5

74

27

21

18

16

10

Id

2C

£1

21

167

225

93

55

51

 34.6

457

16

l.G-3

tB2

525

<52

54

78

126

144

96

40

2<!

23

18

14

62

217

232

155

71

36

sr

04

218

346

688

B86

54C

210

386

14

2.34

781

638

175f-e.

32

20

1

1

.7

.5

.3

.4

.2

.9

 6

.2

.r

.70

.50

.40

.3C

.2C

.20

.20

.20

72.7

781

.10

.84

JUNE

.V

.40

i.<;

3.fi

3.1

1. a

1

4

8

<i

4

7.7

2.4

1.3

.70

1.7

6.6

4.7

3.1

1.3

1.0

1.2

22

sq

56

49

14.7

63

.30

.16

JULY

12P

151

IS

7.H

4.4

2.7

1.5

.80

.4r

.3C

.20

. 1"

a

r

rj

0

0

o

0

0

<J

c

c

12.0

151

f

.14

AIIS.

0

0

12

11

5.7

3.2

?.r

i.?

.43

.10

0

0

0

0

0

0

0

0

0

c

o

0

0

0

0

0

1.23

12

0

.01

SfPT.

18^

14

5.1

?7

165

11 s

142

15

6.5

3.3

1.1

.3;

.20

.20

.1C

.I'J

C

c

r>

C

r

r.

r

r

C

35.1

266

0

.3<!
RED RIVER BASIN

7-3368. Pecan Bayou near Clarksville, Tex.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

16

17

18

1<5

20

21

22

23

24

25

26

27

28

30

MEAN

MIN 

IN.

OCT.

3.4

3.0

.80

.30

.10

0

0

.30

5.3

3.4

1.8

1.8

.80

.8C

140

81

38

12

21

131

62

26

12

6.9

4.1

2.2

26

93

0

NOV.

40

18

9.6

6.5

4.4

2.9

4.0

15

13

8.9

7.7

6.5

6.b

6.6

6.6

7.2

16

18

19

21

26

22

14

13

89

551

325

151

2.9

DEC.

70

36

32

46

44

35

24

19

16

14

12

11

11

10

9.

9.

9.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

12

8.2

JAN.

11

1C

10

23

336

262

208

lie

44

21

L5

11

11

9.1

6.5

5.9

5.4

5.2

5.2

4.8

4.6

4.4

4.1

4.0

3.8

3.8

3.7

3.3

3.3

2.3JU

FEB.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

 

2.2

MAR.

41

59

28

17

10

6.6

4.4

3.9

4.0

3.9

299

462

540

257

103

203

220

88

29

17

8.6

3.9

3.1

376

630

570

185

11

3.1

APR.

6.3

5.3

4.1

3.7

3.8

7.9

12

12

9.8

6.3

4.9

4.1

3.5

3.1

3.1

3.2

3.3

3.5

3.6

3.8

1.7

3.8

3.7

3.7

4.0

5.7

14

48

3.1

.08

UN 0

IN 0

HAY

3

2

2

2

2

2

2

2

3

3

2

1

.

.-

.

_

t

.

.

.

.

.80

.8C 

.12

CFSW .

JUNE

1.9

2.0

2.2

2.0

1.5

1.3

.80

.70

.40

.30

.20

.10

.10

0

c

0

0

0

0

0

.30

.60

.70

.6C

.60

.5C

.40

.30

0

.C06

23 IN

JULY

.20

.10

G

0

0

c

0

0

0

c

0

0

.30

16

134

250

63

1.2

.50

.40

.20

.20

.10

.1C

.10

.1C

.20

.40

C 

.18

AUG.

.80

.6U

.50

.50

.40

.30

.30

.20

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.12

0 

.001

SEPT.

C

c

p

r

0

c

0

0

c

.4C

.80

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

. C

 p

.50

.40

.40

.3C

.60

C 

.006

DAY

1

2

3

4

5

«,

7

8

-

LO

11

12

13

14

15

16

17

18

IM

2>-

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

MIN

C(=SM 

IN.

AC-FT

OCT.

.30

.20

.2u

.10

.10

.10

0

0

0

0

0

0

£

a

0

0

0

0

0

0

(;

o

0

c

0

0

0

G

0

{J k^-

1.00

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.3C

0

.Ou03 

.OOC3

2.J

NUV.

0

C

0

y

0

c

0

fj

0

c

0

0

c

.J

0

0

0

y

0

c

G

0

(,

<-

0

0

u

c

c

^

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0

t,

0

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c

0

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0

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0

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0

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c

c

c

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c

c

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0

0

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c

c

c

c

0

c

0

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c

c

0

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0

0

0

c

a

0

D

0

0

0

L

0

0

0

n

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

5

0

0

a

0

0

0

0

0

0

0

0

0

0

0

0

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0

0

0

0

0

0

0

0

0

0

0

0

0 

u

0

0

.30

L.3

2.4

3.4

3.7

3.7

3.7

156

200

324

195

77

32

il

17

14

13

14

15

40

65

37

24

32

25

18

21

24

21

Z3

46.0

3Z4

r

.46

2.83C

21

15

12

10

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107

152

125

43

18

12

0.6

<;.o

7.?

7.?

6.

6.

6.

6.

7.

25

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3,7f,C

1.41/0

7^0

74?

73C

t>31

200

93

33

3,76

6.

3.3

22

1C

6.9

5.5

4.7

4.7

5.5

a. 4

23

75

89

32

°.b

5.9

5.1

5.1

5.1

4.7

4.7

4.C

3.7

3.2

2.8

2.4

1.8

1.3

1.0

.71

.60

1.7

1.7

11.3

80

.60

.11

1.8

4.3

4.3

3.7

3.2

2.8

2.?

1.8

1.5

1.3

1.0

.70

.5C

.40

.4C

1.8

?.8

2.4

7.0

1.8

2.6

2.8

2.6

2.2

1.7

1.3

l.l

.70

.60

.4C

1.89

4.?

.4C

.02

.30

.20

.20

.10

0

C

0

0

Q

0

C

0

C

r

0

0

c

0

p

0

0

0

0

0

c

0

<:

c

0

0

0.80

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.30

0

.OC02

1.6

C

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

c

0

0

0

0

0

0

0

0

p

o

0

0

0

0

SEPT.

n

c

n

0

r

0

0

0

r

c

c

0

c

c

r

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8.4

C

.2P

0

0

C

0

r

p

c

20

106

34

3=

207.70

6.92

106

0

.U7

41?

AC-FT 2^,960
RED JUVfih BASIN 

7-33H8. Fecan Bayuu near Clai-kdville, Tex. Continued

1

2

3

*

-

5

7

r

:«

1L

11

12

13

It

15

16

17

1 W

1,

2^

21

2i

iJ

24

25

26

27

2H

2T

JL

31

T(jTHl_

MEAN

Max

Kill

CFSM 

IN.

AC-H

3.L

0

>-

c

L

.ir

.U

.1C.11"

. 10

. 1.

. 1^

J

0

^

t

c

^

0

c

t

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u

L

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3.-

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7.5

0

0

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c

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0

w

u

u

0

L

3

<j

G

0

c

3

t.

1.0

4.7

io

2Z

5.1

1.1

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"II

U3

. ^c

. 3L

. 3L

.3C

.2C

.21

.2G

. ^G

<:. ?

.^J

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.7

-(,

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.7

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. 7

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n.2,

2. 94

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1«1

3.o'

9.b

32

22

12

3.o

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467

355

764

34^

118

42

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12

V. b

3.U

7.4

6.4

12

27

74

73

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13

17

12

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.<>5

s, ire

6.^

5. J

6.9

H.'t

11

15

18

25

2,030

4,570

1,21-C

641

4***t

212

91

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34

28

23

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fti'ti

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17

14

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13

13

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c .j

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43

24

17

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12

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17

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32

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37'

4L.J

12

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574

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IP

26

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1^

f .4

3^1

1.3

1.2

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C

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I.I

1.7

2. r

2.4

2.4

2.2

2. r

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2. r

2.2

2.6

4.7

6.4

8.4

1?

1?

14.1

0

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837

12

1C

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9.6

lu

12

12

12

14

29

132

27-

355

110

23

31

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1°1

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65

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25

27

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31

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42

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31

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37

32

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5.5

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1, R'

JULY

! '>

7. "*

5.5

3.4

1.7

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. ir

r-

 

r

r

c

c

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3

u

c

3

l. r

c6

! H

0.'

3.7 ~'.t

5 ^

2.rt

t3.f 

2.12

0

.f? 

.C?

12f

Ih 4.55 AC-FT 24, 251.
RED RIVEP BASIN hc '

7-3370. Red River at Index, Ark.

Location.--Lat 33"33'07", long 94°02'28" (revised), in RW^ sec.7, T.14 S., R.28 W., near right bank 

 orTiTovmstream side of pier of bridge on U.S. Highway 71 at Index, 2$ miles south of Ogden, 

20.6 miles upstream from Little River, and at mile 485.3.

Drainage area. 48.030 sq mi, of which 5,936 sq mi is probably noneontributing.

Records available.--July 1936 to September 1965. Gage-height records collected at same site since 

1917 are contained in reports of U.S. Weather Bureau.

Gage. Water-stage recorder. Datum of gage is 246,87 ft above mean sea level, datum of 1929. Prior 

to Dec. 12, 1939, wire-weight gage at same site and datum.

Average discharge.--29 years, 11,990 cfs (8,680,000 acre-ft per year).

Extremes.--Maximum and minimum discharges for the Water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Dabe

Dec. 13, 1960 

Nov. 26, 1961 

Nov. 29, 1962 

Apr. 27, 1964 

Feb. 12, 1965

Discharge 

(cfs)

68,400 

53,800 

55,500 

37 , 400 

69,000

Gage height 

(feet)

17.69 

a 16.43 

b 16.53 

15.18 

19.25

Minimum

Date

Sept. 11, 1961 

May 27, 1962 

Sept. 22, 1963 

Nov. 12-13, 1963 

Oct. 17, 1964

Discharge 

(cfs)

2,070 

1,780 

1,060 

730 

1,270

Oage height 

(feet)

\

a Occurred June 14, 1962. 

b Occurred Nov. 30, 1962.

1936-65: Maximum discharge, 297,000 cfs Feb. 23, 1938 (gage height, 34.25 ft); minimum, 

378 cfs Nov. 28, 1956.

Remarks. Records good. Some regulation since Oct. 31, 1943, by Lake Texoma, (see station 7-3315), 

241 miles upstream.

Revisions. WSP 1211: Drainage area.

3

5 

6

r

9 

10

11

13 

14

15

16 

17

19

21 

22

24 

25

26

28

31

MEAN 

MAX 

MIM 

AC-FT

5,600 

4.050

8.440

4,200

28,500

27,600

31,, 000 

2,300 

709,800

21,600 

18,600

3.750

4,500

22.800 

3,120 

429,400

?,bSO

0,900

8,000

7,140

68.000 

2,460 

1.162H

.... J *

25.COC

3,400

1.300

7,920

29,400 

6,220

7CB.300

FEB

- 

6,660

15.300

11.300

28,200 

4,050 

579,700

MAK.

7,920

0,6CO

11.3CC

43,600

43,600 

4.500 

625,200

AP*. 1

60,000

2,f-r

1,200

6.700

61,000 

3,000 

1.118H

4,050

27.60C

12,700

6,220

5,200

44,400 

3,750 

643,300

4,660

5,300

11,600

4,830

_ ' _

11,600 

3,190 

324,000

3,900

?,2£r 

4,660

5,010

10,400

6,6tO

25,800 

2,620

514,300

 

5,200

3,39(1

3,530

4.050

5.40C

2,740

6,010 

2,470 

249,000

2.470

3.6CC

3,750 

3,750

2,170 

2,170

3,600

1,600 

6,300

3.00C 

0,600

5,400

3,500

16,300 

2,170 

312. 10C

HAT YB 1361:

68,000 HIM 2,120 AC-FT 8,030,000
RED RIVER BASIN

OA1

\

5 

7

i: 

11

12 

13 

14 

15

It 

17

IS

a

24 

26

31

MAX

MIN

5,461 

8,08U

7.84C

10,iiL

ll,2i/w 

9,8tO

4,7o;

CISCHSH

3, 2 1C

 

GE, in Cl

14,3 U U

Z3,4uC

9,5=0

6,ce.u

7-3370. F 

BIC FEET

7,360

5,060

18.400

22,300

ed Rivet

PES SECOIv

1Q.7CO

15.500

at Inde

D, WATER

12.50C

6.92C

5,460

9,840

x, Ark. -

YEAR OCTC

3C.CCC

11,500

12,100

 

-Continu

BEP 1961

20,100

4,2CO

1 , 8DC

ed

JUNE

3,730

22,800

BER 196? 

JULY

15,900

6,440

4,500

6.22C

AUG.

6,010

5,010

3,320 

4,500

5,700 

2,680

SEPT.

5,400 

6,220 

6,440

25, SCO 

32,000

10,600

6,1,40 

5,200

5,800 

5,800

3.53C 

256,770

32, COO

HAT YR 1-5&2: TLiTAL 3,990,330 MEAN 1C,930 MAX 53.8CO MIN 1,800

M Expressed in thousands.

1

2 

3

7

1C 

11

12 

13 

14

15 

17

19

21 

22 

23

24 

25

26

28

2°

31

MIN 

AC-FT

3.47C 

14,et,j

12, 7U. 

9.ULU

10.4JC

35.2Gu

19,101. 

10,t>UO

5.SOO

3,200

18,100

5, Dili 

777,501,

16,300

-..83C

6,010

53.0CC

 

32^,380

3,320 

63J,tO')

29,400

9,6uC

5,800

3,180

6,440

5,<JOO 

85J.5CC

6,440

6,9JO

6,1.10

7,400

6,qoo

4, 200 

430,000

5,800

3.53C

1,300

-lL °

 

1,780 

169,100

3.39C

12,300

5,800

10,200

5,600

2.3PO 

471. SCO

3,600

4,200

3,600

25,800

_.: 

2,860 

382,400

33,900

4,830

4,660

3,390

3,530

2.800 

551,200

4,050

3,900

4,500

2,380

 

2,120 

207, 4fO

3,9^0

2,470

4.180

4, ICO

5.66C

3,860

138,810

2,470 

275.300

4,880

3,060

2,020

3,000

1,460

1,860

2,340

2,070

1,380 

174,500

3,210

2,700

2,400

2,400 

1.860

1,620

1,160 

1,100

1,720

1.3CO

 

1.100

CflL YR 1962: TOTAL 4,C15,6oO MEAN 11,000 MAX 53.0CO MIN 1.80C AC-FT 7,965,000
RED RIVER BASIN

7-33VO. Red River at Index, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND. WATER YEAR CCTOBER 1963 TO SEPTEMBER 196*

CAY

1 

2

5

7

3 

11

It 

Ib

It 

17

19

27

^d

30

MAX 

WIN

UCT.

,2CO

l,5uQ 

1,960

943

855

NOV.

1,160

755

UEC.

1,540

780

JAN.

880

830

FEB.

1.910

1,200

MAR.

2,290

APR.

2,700

MAY

2.880

JUNE

3,000

3,860

2,240

JULY

2,700

1,460

AUG.

3,490 

3,780

13,800

13.800 

1,420

SEPT.

13,100 

9,320

5,260

2,880

2,640 

2,070

3,140

8,080

3,630

15,200 

34,600

7.405 

34.600 

2,020

36,600 MIN 755 AC-FT 3,182,000

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TQ SEPTEMBER 1965

1

2

3 

4 

5

7 

3

12

13

16

21

25

28

MIN

38,800

8,560

6,060

4,340

2,070

2,320 

2,880

1,460

2,580

2,b20 

2.34C

2,020

31,300

17,400

3,860 

3,560

4,340

3,630

2.940

2,340 

2,510

10,400

4,700

5,460

3,000 

2,760

67,000

6,920

7,800

9,840 

10,400

4,180

4,100

3,140

11,800 

13,100

11.200

4,700

3,280

2,020 

1,860

9,840

13,400

11,200

6,260 

4.520

3.35C

7,360

4,180

4,020 

4,100

3,000

4,100

3,630

3,560

2,460 

1.810

4,020

1,760 

2,020

4,260 

4,100

3,140

96.230

3,070

4,100 

3,350

2,640 

3,280

3.560 

4,520

5,060 

5,460

24,600 

21,800

183,380 

2,460
630 RED RIVER BASIN

7-3375. Little River near Wrlght City, Okla.

Legation. Lat 34°04'lo", long 95°02'47", in NE-£NW£ sec.6, T. 6 S. , R.22 E. , on left bank on downstream side of bridge on State Highway 98, 1.8 miles upstream from White Oak Creek, 2 miles 

west of Wright City, and at mile 140.6.

Drainage area.--645 sq mi.

Records available.--October 1929 to September 1931, October 1944 to September 1965. Monthly 

discharge only for some periods, published in WSP 1311.

Gage. Water-stage recorder. Datura of gage is 346.76 ft above mean sea level, datum of 1929.

(Jet. 12, 1929, to Sept. 30, 1931, chain gage at railroad bridge 1 mile downstream at datum 4.15 ft 

higher. Dec. 6, 1944, to July 30, 1951, wire-weight gage at present site and datum.

Average discharge.--23 years, 917 cfs (663,900 aere-ft per year).

Extremes.--Maximuras and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (9,000 cfs), water years 1961-65

Date

Dec. 11, 1960

Mar. 31, 1961

May 6, 1961

Nov. 22, 1961

Apr. 24, 1962

Time

0700

0100

0700

2200

0400

Discharge

19,000

14,500

* 78,200

* 26,600

13,100

Gage 

height

35.08

31.38

45.60

38.10

30.10

Date

Mar. 19, 1963

Mar. 9, 1964

Apr. 24, 1964

Nov. 19, 1964

Time

1800

2100

0600

1200

Discharge

* 14,500

, 11,800

» 16,000

13,200

Gage 

height

31.11

SS.99

31.51

29.38

Date

Feb. 9, 1965

Mar, 29, 1965

May 11, 1965

Sept. 22, 1965

Time

1500

2200

0200

1000

Discharge

* 19,900

12,700

10,700

16,800

Gage

height

35.15

26.76

E7.41

30.48

Annual minln

Water year

1961 

1962 

1963

Date

July 13, 14, 1961 

Aug. 23, 24, 1962 

July 10, 1963

Discharge

24

1.0 

.60

Water year

1964 

1965

Date

Aug. 12-17, 1964 

Sept. 14, 1965

Discharge

0 

1.1

1929-31, 1944-65: Maximum discharge, 78,200 efs May 6, 1961; maximum gage height, 45.77 ft 

Sept. 16, 1950; no flow at times in 1930, 1954, 1956, 1964.

Remarks.--Records good below 10,000 cfs and fair above.

Cooperation.--Gage-height record, 148 discharge measurements, and records of daily discharge furnished by Corps of Engineers; records reviewed by Geological Survey.

Revisions.--WSP 1211: Drainage area.

OISLHARGt, IN CUbIC FtET PER SECUNU, WATER YEA« L.CTOBER 196C TO SFPTEMBEP l"6l

1

4 

5

7

11 

12

14

16 

17

11 

21

2i

23

^5

2t

27

MEAN

MAX 

HIM 

CFSM 

IN. 

AC-FT

31

31

167

bl

5u

40 

15

J3

3J

32

,,.

bb

b74 

3,. 

.lb 

.17

37

J7

37

52

45

1C.IJ

.-7

.LS

I4,i;u

l.loj

20 j

il«

I ,44C

14,1 )C

2.06 

3. Dt

270

234

105

1.05 

1.21

2,67v

1,33C

1.P7 

1.95

93u

336

276

5.02C

9, 78 j

L.73

e02

20Ci

:>44

150

1.25 

1.4C>

47, I,."1

y s

265 

IBS

118

4.CC 

4. SI

81

172

284 

ROR

81

60

73

87

67

47

.3C 

.34

as

4C 

31

n7 

41

2C 7 

214

1,660

L,54r

786

52C

212

.96 

1.10

102

63

57 

57

48 

43

188 

281

159

102

86 

76

54

.53 

.61

 48 

45

37

3C 

28

27

167 

134

97

69

« 1

57

(-42

2,960

.49

.55 

18,970

4C-FT 588,100
RED RIVER BASIN 631

7-3375. Little River near Wright City, Okla.--Continued

DISCHARGEi IN CUBIC FEET PER SECQNDi WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3 

4 

5

6

7

9 

11

18 

19

22 

23

24

25

28 

29 

30 

31

MEAN 

MAX

MIN

IN.

912

189

166 

141

89

82

53 

50

386 

50

.69

553

378

508

13.7008

848 

686

1,636 

16,000 

56

2.83

1.34C

1, 8 JO

392

1,563 

290

2.79

2.48U

1,050

3,520

1,295 

230

2.32

320

1,390

848

1,720

1,065 

£22

1.72

1,110

816

250

198

688

1,250

938 

196

1.68

1,080

301

1,680

784 

651

4,360

1,960 

261

3.39

613

184

112 

101

82 

75

61 

54

34

34

.44

55

104

301 

181

1,130 

508

139

104

73 

77

59 

49

101 

61

36

.42

50

36 

31

28

18 

14

8.5

8.0

8.5

10 

8.5

6.3 

5.5

4.5

7.1

10 

9.5

4.2

.03

8.0

5.2 

4.5

3.8 

3.3

2.5 

2.3

2.1

1.9

1.6

1.5

1.5

1.5 

1.3

1.1 

1.1

1.6

5.5

3.0 

3.0

1.0

.006

7.5 

14

16 

12

874 

1.3CO

1,130 

613

628 

464

149 

112

73 

61

160 

341 

271

184

338 

172

10,361.5

1,360 

7.5

.60

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TD SEPTEMBER 1963

1

2 

3 

4

6

7 

8 

9

11

13 

14

15

16 

17 

18

19 

20

21

22

23 

24

27 

28

30

MEAN

MIN

IN.

1,820 

800 

518

288

222

532

638 

2,850 

3,640

2,030 

988

740 

1,440

1,210 

830

406

3,390

1,310

222

2.34

680 

560

633

448

319 

277 

250

227

198

157 

157

3.810

1,380

700

157

1.21

830 

988

532

350

264 

245 

232

225

186

1,120 

800

490

434

583

179

1.04

330

1,350

680

448 

392 

339

314

280

208 

184

143

139

584

135

1.04

147

119

264

170 

159 

145

133

93 

91

88

 

131

88

.21

227

364

1.480

770 

590

518

650

1,080 

830

504

350

1,059

227

1.89

225

277

213

170 

153 

143

131

108 

96

992

3,850

719

96

1.24

860

490

319

186

139 

123 

106

94 

82

40 

36

29 

27

23

259

21

.46

16

13

12 

11 

10

8.0

6.3 

5.9 

5.5

5.9 

8.0

44

14 

11

6.7

5.9

3.8

12.8

3.8

.02

2.5

1.4

1. 1 

l.C 

.80

1.0

1.6 

4.5 

12

10 

9.0 

9.0

9.5 

9.0

7.5 

6.3 

5.2

5.5 

5.5

2,020

107

.70

.19

75

38

30 

24 

20

14

10 

9.0 

7.1

5.9 

5.2

4.5

3.8 

3.2

3.0

2.7 

2.5 

2.3

1.7 

1.6

1.3

5.5

24.3

1.3

.04

3.0

53 

38

21

17

14 

12

8.0

6.3 

5.9 

8.0

.0 

.1

.5 

.5

.8

.2 

.7

.3

.7

.6

.4 

.1

11.1

1.1

.02
RED RIVER BASIN

7-3375. Little River near Wright City, Okla . Continued

DISCHARGE. IN CUBIC FfcET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2 

3 

4

6

7 

8 

3 

10

11

12 

13 

14 

15

16 

17

Ib 

1? 

20

21 

22 

23

24

2c 

27

28 

25

30 

31

TOTAL 

MEAN 

MAX 

MIN 

CFS6" 

IN. 

ftC-FT

l.C

. b-

.bo 

.ec

.60

.70 

.t,J 

.50 

.40 

.20

.20 

.10 

.1C 

.10 

.10

.10 

.10 

.10 

.10 

.1C

1 10 

.1C

.10

.10 .Id

.10

.10 

.10 .1-

8. BO 

.2a

l.C 

.OGC4 . ;<j(j5

17

.ll>

.10

.10 

.10 

.10

.10

.10

.20

.20 

.20 

.20 

.20 

.20

.20

.40 

.60 

.80 

2.3

2.7 

4.5 

4.5 

2.7

2.1 

1.7

1.6 

l.C

4.5 

.002

1.1

1.3 

1.3 

1.3 

1.3

i.4

1.6 

1.7 

1.7

14 

21 

15

10 

6.7

5.5 

4.5 

3.8 

3.8 

3.8

3.8 

4.2 

4.2

4.2

4.2

4.8 

4.8 

4.8

4.2

151.7

21

.U08

4.2

4.2 

4.2 

3.5 

3.5

3.5 

3.0 

3.0 

3.0

2.2 

3.2 

2.7 

2.7

2.7

2.7 

3.0 

2.7

3.8

3.8 

3.8 

3.8 

3.8

3.5 

3.5 

3.5

3.2

7.1

7.1

.C05

11 

10 

7.5 

9.0 

105

580 

393 

267 

177

116

134 

153 

162

165 

156 

156

124

109 

97 

87 

81

69 

62 

56

54

580 

.21

51

773

500 

423 

372 

6,410

1, 860 

1,200

392

532

438 

348

8C7 

660

453 

438

468 

4CS 

378 

334

250

33.931

1.70

223

207

4,330 

2,360 

1,330 

892

516 

532

532 

484

408 

366 

337

264 

261

3,650 

1U.500

5,640 

4,960 

2,860 

1,840

_____

3.18

877

852

468

393 

354 

351 

438

2,180 

1,210 

807 

596

468 

372 

303

200 

158

118 

105

81 

72 

89 

92

354

.91

239

140

95

81 

70 

63 

53 

48

38 

32 

30 

25

35 

92 

116 

68 

48

36

22 

20

14 

13 

10 

9.5

_____

.09

30 

38 

32

18

14 

10 

7.5 

6.7 

5.5

4.5 

3.3 

3.2 

2.7 

2.3

1.7

1.6 

1.3 

1.3 

1.0

.80 

.60 

.40 

.40 

.40

1.4 

6.7 

4.2 

2.3

1.4

.01

1.1 

.7 

.5

.4 

.2

.2 

.1 

.1

.1 

.1

.1

0 

0 

0 

0

0 

0

.1

.2 

.2

.2

6.7 

136 

147 

80

59 

298 

3,080 

4,450

644

10,115.0 

326

0 

.51

438 

312 

210 

145 

104

78

50 

49 

41

34

31 

25 

20 

17 

15

501 

514 

182 

105 

107

156 

312 

516 

378 

298

220 

2,390 

8,120 

3,340

20,897 

697

15 

1.C8

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

2

3

5

6

7

; 

11

4 

5

6

7

0

21 

22

2' 

25

2s 

27

30 

31

MEttN 

MIN

IN.

52

29

22

23

53 

46

22

.2<i

506

251

23

1.50

199

148

141

141

.58

S26

458 

391

144

i.25

2,630

::::::

222

3.38

3U1

6,590 

2,680

201

1.64

807

150

110

110

1.28

T3

5,520

594

522 

397

75

2.06

25°

88

83

960

287 

214

61

.48

116

61 

48

35

13 

11

10

1C 

9.0 

8.0

8.0

.06

7.0 

6.0 

5.0

4.0

3.5 

3.1

106 

148

90

31

191 

97

48

25

17 

12

7.4 

4.8 

8.8

2.9

.11

SEPT.

14 

15 

15

9.6

7.4 

6.0

4.0 

2.7

1.9 

1.5

1.2 

1.5

2.0 

2.2

1.5 

1.3

2.9 

10,600

858

603 

442

162 

128

641 

1.2

1.11

700 MIN C
RED RIVER BASIN 633

7-3379. Glover Creek near Glover, Okla.

Location. Lat 34°05'51", long 94°54'07", In NW£UEi sec.28, T.5 S., R.23 E., near right bank on 

 downstream side of pier of bridge on State Highways 3 and 7, 2 miles north of Glover, 11 miles 

northwest of Broken Bow, and at mile 9.2.

Drainage area. 315 sq ml.

Records available. October 1961 to September 1965.

Gage. Water-stage recorder. Datum of gage Is 378.70 ft above mean sea level, datum of 1929.

Extremes. Maxlmums and mlnlmums (discharge In cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (6.000 efs), water years 1962-65

Date

Nov. 22, 1961 

Dec. 9, 1961

Apr. 28, 196S

Time

2030 

1800

14SO

Discharge

(«) 

8,130

* 7,920

Gage

height

19.30 

11.70

11.82

Date

Mar. 9, 1964 

Apr. 24, 0.964 

Aug. 28, 1964 

Sept. 27, 1964

Time

1500 

1100 

2300 

2030

Discharge

* 13,500 

11,200 

8,200 

9,550

Gage 

height

15.37 

14.02 

12.00 

12. S6

Date

Nov. 19, 1964 

Feb. 9, 1965 

May 10, 1965 

Sept. 22, 1965

Time

1500 

1330 

18OO 

1300

Discharge

12,OOO 

(*) 

16,800 

14,300

Gage 

height

14.53 

20.95 

17.18 

15.90

Annual minimum dally discharge, water years 1962-65

Water year

1962 

1963

Date

Aug. 23, 1962 

Sept. 29, 30, 1963

Discharge

1.6

.80

Water year

1964 

1965

Date

Oct. 8, 1963 

Sept. 17-20, 1965

Discharge

0.10 

.10

1961-65: Maximum gage height, 20.95 ft Feb. 9, 1965 (discharge not determined); minimum daily 

discharge, 0.10 cfs Oct. 8, 1963, Sept. 17-20, 1965.

Flood in May 1961 reached a stage of 28.84 ft, from floodmark. Flood in 1908 was higher than 

that in May 1961, from information by local residents.

Remarks. Records good below 18,000 cfs and poor above. Records of chemical analyses for the water 

years 1962-63 are published in reports of the Geological Survey.

Cooperation.--Gage-height record, 155 discharge measurements, and records of daily discharge furnlshea by Corps of Engineers; records reviewed by Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

3 4

6

7 

8

9 

10

11

12

14

16 

IT

18 

19 

20

21 

22 

23

25

26 

27

28 

29 

30 

31

MEAN 

MAX 

HJN 

CFSM 

IN. 

AC-FT

78

199 

446

183 

129 

104

84

66 

61

59

41 

38

36

28 

24

23

21 

20

80.2 

446 

20 

 25 

.29 

4,930

20

60 

233

138

78

64 

60

161

266 

216

186

460 

278

20 

2.70 

3.02 

50,660

233

174

163

4,69C

2.660 

2,120

978

1,000 

736

586

145 

134

134 

2.91 

3.36 

56,380

122

102 

102

446

252 

230

356

532 

468

922 

711

102 

3.12 

3.60 

60,430

576

401 

324

138

124

104

356 

303

~::

104 

1.64 

1.71 

28,770

786

546 

468

230 

210

145

147

711 

601

558 

3,230

97 

1.62 

1.87 

31,440

1.740

761 

586

509 

450

233 

200

14S

118

2,760 

84O

621 

500

2.740 

1,180

118 

3.21 

3.58 

60,120

978

509 

388

220 

18C

B8 

78

59

47

38 

30

28 

25 

24

18

16

22 

21

16 

.45 

.52 

8.720

23

3O 

32

37 

225 

356

166 

112

64

42

32 

26

23 

20 

18

39

32 

26

17

.23 

.26 

4,380

23

17 

14

11 

9.5

9.5

8.0 

7.1

5.1

4.4

3.6 

3.3 

3.1

2.9 

2.7 

2.4

11

5.8 

5.8

1.8 

.02 

.03 

460

14

22 

18

12 

12 

12

15

12 

8.

5.

3.

2. 

2. 

2.

1. 

1. 

1.

2. 

2»

1.

.0 

.0 

45

3.6

25 

16

403 

356 

365

252

180 

134

59

38

26 

24 

22

20 

18 

21

122 

79

63

403 

3.6 

.30 

.34 

5,710
RED RIVER BASIN

7-3379. Glover Creek near Glover, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

4

5

6

7 

8 

9 

10

11 

12

14 

15

16 

17 

18 

19

21

22 

23

25

31

TOTAL

HIM

IN.

102 

159

183 

118 

85

54 

52 

67 

71

78 

67

486

950

1,120 

840 

491 

311

1,850 

895 

541

238

922

52

1.83

611

238 

188

177 

282 

338

286

188

108

98 

90 

82 

78

73 

66 

62

7L

______

6C

1.15

TAL "Ul

500

50C 

43C

30C 

250 

210 

180

<91 

84 

76 

72

68 

245 

212

146

L34

od

.71

127

145

2,080

1,060 

761 

576 

455

127 

118

108 

103

91 

80 

73

64

48

48

1.13

48

50 

48

44 

44 

74

116

82 

73 

66

2

5

2 

8

44 

44

38

.23

MAX I

434

27S 

776

3C3

259 

238

40 L

356 

450 

468 

1,550

l.OCO 

711 

527

351 

282 

191

129

129

1.S5

,420 *

114

103

88 

84

174 

156 

140

90

71 

68 

64 

67

70 

70 

62

55 

118 

4,f,8C

52

1.55

IN .HO

l.OOC 

711

446 

324

154 

125 

L06

80

61

46 

42 

36 

3?

27 

24 

22

18

17 

16 

17

12

12

.55

CFSM

11 

10

8.0 

7.1

4.7 

4.1 

3.6

3.3 

2.°

2.5 

2.3

2.5 

2.9 

4.4

5.4

7.1 

7.1 

6.6

5.8

22

25 

18

13

10

25

2.3

.03

446

.69 IN

.5 

.2

.4

.8

.6 

.3 

.1

.9 

.9

.3 

.1

.1 

.1 

.6 

.1

.2

.e

.5

.4

.8

.2 

.3

.7 

82 

47

82C 

1.1

.16

9.41 (

127

66

28 

23

19

16 

14 

11

.0 

.5

.2

.1

.5 

.4

.1

.s

.1

.6 

.2

.7

.1 

.6 

.1

.9 

.1 

3

127 

2.3

. n 6

OFT 158

2?

11 

12 

11

7.1

6.2 

5.1

4.4

3.8

3.1 

2.7

2.5 

2.2 

2.C

1.8

1.5 

1.4 

1.2

1.0

.50 

.90 

.90

.80

.80

157.40

29

.80

.C2

100

DISCHARGE, IN CUBIC FtfcT PER SECOND, WATER YEAR OCTOBER 1963 TO SFPTEKBEP 1064

1

2 

3 

4

5

7 

8

1C

11 

12 

13 

14 

15

It

17 

18 

IS 

20

21 

22 

23 

2i 

25

26 

27 

^8

2° 

30 

31

MEAN 

MAX 

MIN

IN.

.BO 

.70

.50 

.40

.30 

.20 

.10

.70

.7o 

.7^

I 70

.50

.50 

.50 

.52 

.50

.40 

.4i;

.50 

.50

.50 

.54. 

.50

'.50 

.50

.52 

.Bi. 

.10

.50

 5U

.30 

.30 

.£0

.2C

.20 

.10 

.2C 

.20

.20

.20

.2b 

.30 

.JO 

.30

.30 

.4C

.-.e 

.40

.4C 

.40

.«c

.4C 

.4r

.33 

.50 

.20

.*C

.40

.60 

. HL.

.3

.2 

.1 

.7

.4

.4

.4 

.1

.8

.6 

.3 

. 1 

.1 

. L

.1 

.1 

.9 

.7 

.7

2.80 

.40

2.5

2.5

2. 5 

2.3 

2.3

2.2

2.2

2.0 

1.8 

l.B 

1.6

1.8 

I.t 

1.8 

1.7 

1.5

1.5 

1.5 

1.5 

1.5 

1.5

1.7 

1.7 

1.7

1.8 

L.B

1.96

1.5

2.9

5.1

299 

L31 

12?

79

64 

56

94 

06 

b6

54 

31 

14 

96

80

68 

58 

52 

46 

42

38 

34 

32

30

5C.5

2.9

28

U ^

370

311

3, 2SO

1,480 

3*5 

556

351

245 

1S4 

156 

154 

262

342

259

256

522 

401

259

208

7f28

154

18&

1,750

576

316

248 

221 

22B 

263 

218

16? 

162 

142 

131 

119

116

208

6,760

3,150 

2,710

6jJ6

1,030

116

50?

06

95

77

4P

05 

1 , 0011

06 

11 

38

91 

52 

25

C5

ea

73 

62

46

35 

31

42

213

31

53

44 

37

28

21

13

6 

5

4 

3

2

6 

1 

8 

6 

4

2 

1

8.5

6.2 

*5.4

75

21.1

4.7

CFSM .42 IN

50 

28 

21 

16

9.5

5. 8 

3.8

2.7

1.7 

1.1

.90

.80 

.70

.60 

.5f 

.50 

. 50 

.50

.50

.50

.SO

.50

.50

.50

5.47

.50 

.??

3.7 

9.P 

6.2 

4.7 

3.3

3.1

1.8 

1.7 

1.5

1.5

1.4 

l.C

.50

.3C

.20 

.3'} 

.4C

.60 

2.7 

14 

60

25

12J

736

215

.20 

.58

SEPT.

2C2 

147 

1C3 

7R 

61

48

39 

32 

27

2^> 

21 

19 

17 

Ifc

395 

861 

2°0 

149

ion

136 

2C8 

1°1 

145 

105

80 

3,420

1,480

840

44G

16 

1.40

5.72 AC-FT '6,180
RED RIVER BASH

7-3379. Glover Creek near Glover, Okla.--Continued

CISCHAPuE, IN CUBIC FEET PER FECUND, WATEh YfcAfc CCTOBER 1964 TO SEPTEMBER 1°65

1

2

4

7

10 

11

12

13 

14

15

16

17

18

1'

20

22 

23

25 

26

28

31

TOTAL 

MEAN 

MAX

CFSM 

IN. 

AC- FT

290 

213

12C 

86

6C

48 

42

3D

2h 

22

2G

18 

17

17 

17

24 

83. 3

.26 

.30 

5.120

11

Lv

17

16

16

15

1-L

7,s;c

2. 91.0

796 

546

353

266

5C7

1.61 

1.80

30.180

34

717

22B 

184

I5b

153 

12

11 

11,

68

JL 3

1.11

13.64C

71

5-jJ

2u5

1,380

69?

i!4 

504

1.85 

31,CiJL

14C

115

1.2&0

391

2i2 

187

2.130

1,280

1,531

5.06

l.l 1^

K2

11 =

'i4

Si

85

1C 2

1,"CG 

414

1.52

25,4^C

i.^or

76=

?;a

127

83 

75

62

t.4

31B

i.n

"SB

4?

-5S1

1.12C

617

*25

34 c 

267

167

4B<5

263

95 "i

^i.5C 

58,720

I9U

111

R3 

71

44

38

isa

14t 

102

48 

416

1,15' 

756

2C7

.73

1C1

78 

6C

34

?:

?3

18 

16 

13

1?

c .5

p..:

7.1

3.8

3.1

3.1

3.1

^.7

2.C 

2C.1

.l"7 

l,23t

1.7

1.4 

1.0 

1.2

1.4

1.5

1.8

3.1 

?.6

3.6

16 

14

7.1 

5.L

1^

2c 

15

9.5 

7.5 

5.1

% r!

7.f 3

. Jl

SEPT.

3.t

3.3 

2.7 

2.7

2.7

?.=> 

2.7

'.7

3.4

.?C 

.70 

.40

.3f

.T

.10 

.If 

.lr

.H

5,36f 

1,46-

31! 

2CS

11'

B4

«.3C=.5f 

277

.OB

WAT YR L965: TOTAL 153.06d.60 MEAN 415
636 RED RIVER BASIN

7-3385. Little River below Lukfata Creek, near Idabel, Okla.

Location.-^-Lat 33°56'28", long 94°45'30", in SE^SE^ sec.14, T.7 S. , R.24 E., on left bank at dowristrearn side of bridge on U.S. Highway 70 just downstream from Lukfata Creek, 5 miles northeast of 

Idabel and at mile 103.4.

Drainage area. 1,226 sq mi.

Records available. October 1946 to September 1965.

Gage. Water-stage recorder. Datum of gage is 312.08 ft above mean sea level, datum of 1929. 

 ^Jct. 1, 19467to Oct. 26, 1950, and for stages below 9 ft Oct. 26, 1950, to Oct. 10, 1951, wireweight gage at same site and datum.

Average discharge. 19 years, 1,621 cfs (1,174,000 acre-ft per year).

Extremes. Maxlmums and minimums (discharge in cubic feet per second, gage height in feet).

discharge (») and peak discharges above base (10,000 cfs). water years 1961-65

Date

Dec. 13, 1960

Apr. 1, 1961

May 7, 1961

Nov. 35, 1961

Time

0500

3400

1400

0300

Discharge

14,900

11,900

» 53,800

* 15,700

Gage 

height

39.60

37.42

36.30

30.00

Date

Jan. 38, 1963

Apr. 30, 1963

Mar. 11, 1964

Time

0900

1700

1100

Discharge

10,300

* 9,380

13,400

Gage 

height

25.54

33.47

37.43

Date

Apr. 36, 1964

Nov. 21, 1964

Feb. 11, 1965

May 13, 1965

Time

2330

1300

1200

2000

Discharge

* 15,800

10,700

» 26,000

11,100

Gage 

height

39. S7

25.37

32.70

25.72

Annual mlninum discharge, water yea

Water year

1961

1962

1963

Date

Oct.

Aug.

Sept

4,

21,

30,

1960

196Z

1963

Discharge

53

13

8.1 1 Water year

1964

1965

Aug.

Sept

21,

ZO,

Ds

1964

21, 19E

ite

5

Discharge

3.8

5.6

1946-65: Maximum discharge, 76,000 cfs Jan. 26, 1949 (gage height, 39.22 ft); minimum, 0.4 cfs 

Sept. 15, 16, Sept. 21 to Oct. 1, 1956.

Maximum stage known, 39.7 ft in February 1938, from information by local residents (discharge, 

86,000 cfs).

Remarks. Records good. Records of chemical analyses for the period November 1961 to September 1962 

are published in reports of the Geological Survey.

Cooperation. Gage-height record, 153 discharge measurements, and records of daily discharge furnished by Corps of Engineers; records reviewed by Geological Survey.

Revisions. WSP 1211: Drainage area.

DISCHARGE! IN CUSIC FEET PER SECOND, HATER YEAR OCTOBER 196C TO SEPTEMBER 1961

1

2 

3 

4 

5

6

7 

8 

9 

10

11 

12 

13

15 

16

20

21

22

27

2B 

29 

30 

31

TOTAL 

MEAN

MIN

IN. 

AC- FT

70 

60

56 

180

240

180 

152

107

89

83 

78

129

150 

156 

158

5,113 

165

940 

55

10.140

162 

140

115

202

218 

144

158

116

116

122 

115

4,420

86 

8,770

106 

100

99

7,860

13,800

2,970

456 

1 540 

112 517

223,200

5,100 

6,140

3 220

1,180

704

385 

326 

39,917

79,170

304 

304

282

1,680

740

2.000

53,808

106,700

1.360 

1,320

1.1CG

2,720

1,140 

830

740

6,700

122,600

11.500 

10,700

4,900

2.570

1.960 

1,400

866 

704

326

135,200

346 

948

873

33,900 

18,700

1,300 

830

492

418 

489 

587

280

284, 200

220 

198

170

337 

326

548

238

190 

162 

138

129

18,050

111

91

184

68 

71

86

152

1,450

564 

426 

501

2,480 

812 

456

68 

94. 330

304 

256

190

118 

115

104

92 

85

73

1.910

776 

580 

501

304 

224 

174

73 

49,920

144 

131

104

80 

72 

68

66 

73

2,810

486 

372

315 

267 

234

182

158

124 

113 

146

66

.41 

27,120

CAL YR I960! TOTAL 583,327 MEAN 1,594 MAX 46,300 MIN 42 CFSM 1.30 IN 17.6-! AC-FT 1,157,000 

HAT YR 1961: TOTAL 584,583 MEAN 1,602 MAX 40,800 MIN 55 CFSM 1.31 IN 17.73 AC-FT 1,160,000
RED RIVER BASIN

7-3385. Little River below Lukfata Creek, near Idabel, Okla.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

4

5

6

7

9

14 

15

25

27

28

MAX 

MIN 

CFSM 

IN.

848

?.800 

It'336

1,130

564 

486

138

118

106

2, SOU 

B9

.52

89

516 

722

6,630

3,060

14,300 

89

5,110 

3,250

902 

830

9,110 

632

BB4

776

2.2CO

9,220

10,100

10,100 

501

666 

632

516 

844

2,240

.660

,860

,860

6,660 

516

99 B 

1,320

740 

650

580 

532

4,440 

3,070

4,470 

486

2 090

1 230 

1.100

75 B 

686

614 

1,500

6,960 

6,260

&,9,30 

614

3.35

848

501 

441

304 

280

226

97 

91

115

5,020 

91

.64

12C

326

1.'590 

1,440

456 

360

242

501 

315

200

1,590 

106

.39

162

83 

68

49

43 

38

29 

28

28

30

23 

23

28

162 

23

.05

37

54

44 

37

30 

27

26 

25

23 

21

19

15

15

18 

21

20

107 

14

.03

28

83

200 

2,090

2.180 

1,450

666 

B30

426 

326

204

116

102 

113

282 

234

3B5 

650

326

2,180 

28

.46

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

1

15

IB 

19 

20

22 

23

25 

28

MAX

MIN

IN.

282 

1,630

471

278

776 

614

3,010

1.140

4.400

5,870

1.70

3,280 

1,910

1,060

884 

740

456

326

304

5,320

1.10

2,290

1,680

902

668

58C

426

326

1,710

2.29C

. 88

632

580

2,330

1,4CO 

1.140

650

486

412

5,190

1.00

258

212

282 

564

360

236

212

564 

176

.23

830

1,400

848

3,910 

5,290

1,450

6,350

6,320

8,420 

580

1.96

516

456

564

456 

398

293

258

253

198 

216

7,120

9,180 

198

.88

8,250

959

668 

516

372 

326

234

125

106

S3

78 

82

88 

85

8.250 

78

.74

68

58 

54

49

38 

36

28 

26

25 

28

293

152

53

46 

43

42 

41

65.3 

293 

24

.06

36

25 

23

21

17 

15

13

13 

15

37 

65

2"

24

22

231 

385

79

1,050

226 

4.420 

13

.21

2,120 

315

212 

156

127

91 

109

66 

54 

46

35

30 

28

22

19

16

15 

14 

13 

14 

145

458

161 

2,120 

13

.15

160 

80 

58

53 

59

56

46 

41

34 

32 

30

23

22 

21

20 

19

16

12

11 

10 

9.8 

8.7 

8.1

33.7 

160 

8.1

.C3 

2,000

1962: TUTAL 483,497 MEAN 1.325 MAX 10,100 MIN 14 

1963S TOTAL 294,916.6 MEAN 808 MAX 9,180 MIN 8.1
638 RED RIVER BASIN

7-3385. Little River below Lukfata Creek, near Idabel, Okla . Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

3

5

6

8 

9 

10

12 

13 

1*

17

19

21

22 

23

25

26

28

29 

30

31

MAX 

MIN 

CFSM

IN.

8. 

7.

6. 

5.

5. 

5.

5.

4.

4. 

4.

4.

4.

4.

4.

7. 

6.

6. 

6.

6.

6.

4. 

.00

6.1 

6.1

5.1 

5.1

5.1 

5.1 

5.1

5.1 

5.1 

5.1

5.1

5.6

9.B

19

17

15

15 

15

20 

5.1 

.OC7

8.1

7.6

7.6 

8.1

15 

13 

17

60 

70 

62

38

29

27

27 

26

25 

24

25 

25

25

70 

7.6 

.02

24

2C

11 

12

26 

19 

11

B. 7 

8.7 

12

19

2C

23

23 

23

22 

21

19 

17

23

33 

8.7 

.02

25

866 

564 

441 

326

238 

273 

337

372

315

216 

192

152 

138

116 

102

866 

24 

.23

852

848 

5,740 

10,800

10,800 

6,950 

2,780

902

704

1,140 

940

1,360 

1,540

959 

860

614

96 

2.05

486

4 160 

2 130 

1 400

959 

940 

978

704

564

4,990 

11,900

12,200 

14,700

12,400 

9,320

_____

456 

3.60

] ,760

632 

704 

884

4 010 

2 890 

1 670

704

471

293 

262

214 

1<>6

164 

166

441

164 

.79

326

134 

118 

107

85 

79 

70

97

178

85 

73

58 

54

44 

38

35 

.10

55

37 

30 

25

18 

7 

5

1

0

9.

8. 

7.

6. 

8.

8. 

8.

6.

6. 

.0

'

j

.

5.

8. 

8.

124 

176

488 

4,890

2.680

485

4.2

.40

580 

412

240 

192

127 

109 

92

70 

6O 

52

1,640

532

282

385 

516

456 

348

5,580 

8,500 

7,410

1,065 

8,500 

46 

.87

9,180 MIN 4.2 AC-FT 346,900

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

2 

3 

4 

5

6 

7 

B 

9 

10

11

12

13 

14 

15

17 

13 

19

20

21

24 

25

26

28

30 

31

MIN 

CFSM

IN.

3,7111 

1,580 

1,060 

794 

580

194 

168

120

104 

97 

91 

B3

86

122

109

65 

.30 

.35

96 

91 

86 

80 

76

80

86

96 

1Z2 

2,610

1,790

516

75 

1.18 

1.32

441 

385

1,250

1,450

978 

848 

704

441

280 

271

271

.85

260 

304

348

1 270

884 

758 

668

2,830

866 

776

260

1.31

668 

597

4,800

1.730 

1,400 

1,180

3,180

--"

398

4.06

2,330 

3,020

668

564 

532 

501

412

564

5,100 

7,700

398

1.34

,000 

,370

,880

734

662 

57S 

492

288

268

268

1.31

242 

220

178

296

1,520

3.040

2,120 

1,720 

1.520

886

1,420 

987

178

2.21

772 

628

360

310 

268 

246

158

415 

430 

322

208

1.730

508

158

.51

386 

310 

258 

216 

187

161 

160 

136

84

34

48 

48 

46

64

13

16

35 

33 

29

13

.09

23

19 

16 

14 

12

12 

16

16

74

61 

48

48 

112 

258 

199

149

86 

76

44 

38 

34 

28

11

.06

38 

34 

26 

25 

23

21 

20 

17

13 

11

10 

8.9 

7.7

7.7 

7.1 

7.1 

6.6 

6.1

8.9

9,060 

5.110

1,260

460 

360 

299

6.1 

.74 

.82

HAT YR 1965: TOTAL 468,569.1 MEAN 1,284 MAX 24,200 MIN 6.1 CFSM 1.05 IN 14.21 AC-FT 929,400
RED RIVER BASIN

7-3390. Mountain Pork near Eagletown, Okla. 

(Formerly published as Mountain Pork River near Eagletown)

Location. Lat 34°02'30" (corrected), long 94°37'15", in SE^SE^ sec.7, T.6 S. , R.26 E. , near center 

of span on downstream side of pier of bridge on U.S. Highway 70, 2 miles west of Eagletown and at 

mile 8.9.

Drainage area.--787 sq mi.

Records available.--March 1924 to December 1925, October 1929 to September 1965. Published as Mountain Fork River near- Broken Bow 1924-25 and as Mountain Pork River near Eagletown 1929-60. 

Monthly discharge only for some periods, published in WSP 1311.

Gage.--Water-stage recorder. Datum of gage is 333.87 ft above mean sea level, datum of 1929.

Mar. 30, 1924, to Dec. 31, 1925, chain gage at bridge 300 ft downstream at datum 0.70 ft higher. 

Oct. 9, 1929, to Aug. 2, 1940, chain or wire-weight gage and Aug. 3, 1940, to Jan. 30, 1950, waterstage recorder, at bridge 300 ft downstream at present datum. Jan. 31 to July 22, 1950, wireweight gage at present site and datum.

Average discharge.--37 years, 1,291 cfs (934,600 acre-ft per year).

Extremes.--Haxlmums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (22,000 cfs), water years 1961-65

Date

Dec. 7, 1960

Dec. 11, 1960

May 6, 1961

Time

0130

1030

1300

Discharge

22,800

38,500

* 57,600

Gage 

height

14.11

18.04

21.12

Date

Nov. 23, 1961

Apr. 29, 1963

Time

0300

0100

Discharge

* 36,000

* 13,100

Gage 

height

17.52

10.74

Date

Mar. 9, 1964

Aug. 29, 1964

Feb. 11, 1965

Time

2230

1000

1300

Discharge

* 35,900

29,000

* 9,760

Gage

height

17.50

16.00

8.73

Annual minimum discharge, water years 1961-65

Water year

1961

1962 

1963

Date

July 14, 1961

Aug. 31, 1362 

Sept. 30, 1963

Discharge

30 

5.8 

2.0

Water year

1964 

1965

Date

Long periods 

Sept. 21, 1965

Discharge

0 

.80

1924-25, 1929-65: Maximum discharge, 101,000 cfs May 20, 1960 (gage height, 26.73 ft), from 

rating curve extended above 65,000 cfs; no flow at times.

Maximum stage known, 26.73 ft May 20, 1960. Flood of Aug. 18-19, 1915, reached a stage of 

26.4 ft, from information by local residents (discharge, 92,500 cfs).

Remarks. Records good. Records of chemical analyses and water temperatures for the period 

November 1960 to September 1963 are published in reports of the Geological Survey.

Cooperation.--Gage-height record, 129 discharge measurements, and records of daily discharge furnlshed by Corps of Engineers; records reviewed by Geological Survey.

Revisions (water years). WSP 1211: Drainage area. WSP 1241: 1924-26, 1930(M), 1936-3?(M), 

 1938, 1939(M), 1942(M).

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

DAY

1 

2

4 

5

7 

8

11

13 

14

16

18

19

20

21

22 

23 

2*

25 

2o

28

29

30 

31

MEAN

MIN 

CFSH 

IN.

OCT.

44 

41

70

156

169

115 

93

100

58

75 

85

100

35 

.12 

.14

NUV.

95 

85

68

64

254

335

216

154 

142

60 

.24

.26

DEC.

130 

122

14,500

3,180

1,780

550

373

2,780

118 

4.97 

5.73

JAN.

1,200

515

588

iB6

283

236

236 

1.30 

1.5C

F6B.

313

772

617

4,100

1,200

 

216 

2.17 

2.26

MAR.

6,3C'Q

2,621)

1,390

1,980

3,920

10,200

807 

3.81 

4.40

APR.

,160

,840

,440

1,110

530

319

264

264 

1.95 

2.18

MAY

17,500

3,540

9C2

440

435

287

240

240 

3.34 

3.86

JUNE

81

31

415

520

130

118

81

70

70 

.38 

.42

JULY

72

67

51

62

676

1,340

870 

641

382 

299

885

34 

1.12

1.30

AUG.

196

128

lie 

98

81

1.25C

47

87

48 

30

05 

98

395

64

.50 

.58

SEPT.

87 

79

66

*,9 

62

48

2,340

594

166

22

15 

10

18

319

48 

.40 

.45

WAX 49,200 M1N
RED RIVER BASIN

7-3390. Mountain Pork near Eagletoim, Okla. Continued

DISCHARGE! IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2 

3

5 

6

8 

9

11

12 

13 

1*

19 

21

24

27 

28

30 

31

MIN 

CFSN 

IN.

1.210

595

29*

488 

I, 100

249

148

120

106 

122

.56 

.65

126

616

332

235

6,340

1.780

1.160 

952

2.84 

3.17

678

1.480

8,920

3.840

1.06C

468

3.15 

3.63

386

348

1.600

4,460

3.56 

4.11

1,460

539

380

6.860

2.36 

2.45

2,480

734

750

5C4

1.480

2.20 

2.53

3,500

1,590

1,080 

943

546

360

3,580

1,780

360 

2.27 

2.53

1,920

853

372

237 

208

170

87 

78

67

58 

61

63

58 

.52

.60

74 

75

82

1,140

340 

328 

285

178 

144

99 

88

213

99 

84

74 

.31 

.34

66 

58

43

?8

21

18 

15 

13

12 

12

11

11

10

9.0

12 

16

14

9.0 

.03 

.03

14 

492

90

22

17

15 

13 

13

12

12 

11

9.4 

8.4

.8 

.4

.2

.8 

.4 

.2 

.0

4 .8

6.0 

.06 

.07

9.0 

13 

25

22

82

479

9CC

595 

36 C 

258

1M

154 

124

90 

84

IS'

160

120

231 

195 

178

191 

900 

9.0 

.24 

.27

MEAN 1,415 MAX 32,50O MIN 34 CFSM 1.80 IN

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

2 

3

7

9

15

17 

18

22

25

2b 

27

28 

29

31

MIN 

IN.

1,190

1.75U

5,920

3,960

1,080

808 

t,3U

2,930

2.66

413

332

264

336 

1,600

1,380

1.C4

288

2o I

255

308 

294

28b

.72

364

253

99

74

.97

208

i63

X47

 

.25

1,920

2,260

934

530

3.24

436 

404

241

196

214

8,630

1.35

391 

321

285

133

83

58

68 

63 

60

105

.61

42 

36

28 

25

22

32 

31

27

38

36

34 

33 

28

.05

17

13 

12

15 

25

28

41

54 

44

28

19 

14

11 

29

70 

55 

328

931

11 

.10

91

38 

33

37 

32

25

16 

14

.8 

.0

.6

I:

. *

40 

1,38 .

.0

SEPT.

48

24 

18

15 

14

16

15 

14

11

6.9

5.2 

4.6

3.6

3.2 

2.9

2.6 

2.4 

2.2

586.8

2.2

.02 

.03
RED RIVER BASIN

7-3390. Mountain Fork near Eagletovm, Okla. Continued

1

2 

3 

4 

5

6 

7 

B 

9

10

11 

12 

13

15

16 

17

19 

20

21 

22 

23

24

26

28 

29

30 

31

MEAN

MIN 

CFSM 

IN.

2.0 

l.B 

1.6 

1.5 

1.2

1.0 

.80 

.60 

.50

.20

0 

0 

0

0

0 

0

0 

0

0 

0 

0 

0

0

0 

0

0 

0

.36

0 

.0004 

.0005

0 

0 

D 

0 

D

0 

0 

0 

0

0

0 

0 

0

0

0 

0

0 

0

0 

0 

0 

0

0

0 

0

0

0

0 

0 

0

0

0 

0 

0

0

0 

D

0 

0

0

.40 

5 

B

5

6 

1

4 

2

1 

0 

9 

B

6

5 

15

16 

17

15.0

0 

.02

IS 

19 

21 

21

21 

21 

21

IB 

13

13

13 

13

12 

12

13 

13 

13 

14

14

14

15 

18

15.9

12

.02

24 

27 

548

1.100 

871 

649

250 

254 

341

655 

631

260 

225 

190 

166

149

128

=z

342

22 

.43

3.720 

2,620 

1,840

1,400 

1,080 

930

5,510 

3.080 

2,040

1,210

730 

668 

562 

541

1,580

1,060

649

2,554

110 

3.25

01 

71 

2, 40

5 BC 

3 20 

2 10

895 

798 

804

755

554 

3,6IC 

9,860 

14,700

8,410

4,210

- 

2,989

408 

3.BC

MAY

1,000 

823 

6BO

567 

49* 

443

461

786 

1,300 

986

606

208 

182 

160 

139

105

98

113

479

92 

.61

JUNE

95 

88 

84

80 

74 

66 

58

51

51 

45 

42

35 

37

38

34 

31 

29 

26

21

16

 

47.7

12

.06

JULY

10

 j

.60

.10

0 

0 

0 

0

0

0

0

2.06

0 

.003 

.003

AUG.

0 

0 

0 

0 

0

0 

0

0 

0

0 

0 

0

0 

0

0 

0

0 

0 

0 

0

0

2.B90

1,080

16,240 

524

0 

.67 

.77

SEPT.

711 

481 

372 

?8° 

211

160 

145 

113 

96

95

77 

71 

63

51 

1,160

«,<3Q 

476

349 

286 

266 

257

231

5,510

25,023

834

51 

1.06 

1.18

HAT YR 1964: TOTAL 237,314.50 MEAN 648 MA* 20,600 MIN C

IN 6.70 AC-FT 281,000

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

2 

3 

4 

5

6 

7 

B 

9 

10

11 

12

15

16 

17

18

20 

21

24

26 

27 

28

30 

31

MIN 

CFSN 

IN.

3,160 

1,350 

874

377 

322

244 

228

206 

IBS

153

141

128

98 

89

75

73 

72 

71

63

60

.42 

.49

47

54

61 78'

119

B8

85 

85

4,120

88B 

662

434

1.82

322

792

541

1.010

813

bBO

346

316 

304

251 

245

.91

298

3,630

996

980

778 

6B7

485 

455

1.84

295

5,580

7.300

578 

2.340

3,340

 

4.96

4 400

2 140

9BO 

828

490

288 

28B

38B

1,960 

2.280

1.85

1,300 

1,660

1,540

1,160 

1,000

560

282 

261

273

329

1.15

285

304

715 

3.8TO

5 230

480

4 700 

5 690

4 400 

2 9BO

3.94

1,350

388

288 

295

352

828

6.84O

6.610 

6.150

2,500

2.64

820

220

155 

150

132

B9

43

3* 

46

44 

38

.19

.21 

8,980

31 

21

14 

13 

12 

11 

9.7

8.1

5.0 

4.4

4.0 

5.0 

5.0 

4.8 

3.9

3.2

19 

22

20 

38

22 

16

3.O 

.02 

.02

841

SEPT.

17

10 

9.4 

 J.4

B.I 

7.5 

6.4 

6.9 

6.6

5.8

4.4 

4.0

3.5 

3.0 

2.6 

2.0 

1.4

1.6

3,160 

1,090

338 

270 

217 

183

1.4 

.52 

.58 

24,519
RED RIVER BASIN

7-3395. Rolling Pork near DeQueen, Ark.

Location. Lat 34°03', long 94°25', in SW£ sec.21, T.8 S., R.32 W., near center of span on downstream side of pier of bridge on U.S. Highway 70, 4 miles west of DeQueen, 6 miles upstream from 

Rock Creek, and at mile 17.0.

Drainage area.--181 sq ml.

Records available. October 1948 to September 1965.

Gage. Water-stage recorder. Datum of gage Is 318.24 ft above mean sea level, datum of 1929. Prior 

to Dec. 16, 1948, wire-weight gage at same site and datum,

Average discharge. 17 years, 278 cfs (201,300 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (6,000 cfs), water years 1961-65

Date

Dec. 6, 1960

Dec. 10, 1960

May 6, 1961

Nov. 22, 1961

Time

1730

0230

0800

2200

Discharge

9,940

14, 000

* 20,500

* 8,800

(Sage 

height

17.68

18.96

20.11

16.95

Date

Mar. 11, 1963

Mar. 9, 1964

Apr. 24, 1964

Time

1400

1400

1100

Discharge

» 5,920

15,700

* 17,100

Gage 

height

15.44

19.16

19.21

Date

Nov. 19, 1964

Jan. 9, 1965

May 27, 1965

Time

1600

1400

0530

Discharge

6,380

7,040

* 7,800

Sage 

height

15.67

16.13

16.46

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Sept. 11, 1961 

Aug. 17-18, 1962 

Sept. 23-24, 1963

Discharge

3.6 

5.3 

2.3

Water year

1964 

1965

Date

Several days 

Sept. 17, 1965

Discharge

0.40 

.50

1948-65: Maximum discharge, 34,000 cfs May 11, 1953 (gage height, 21.96 ft); no flow at times 

in 1948, 1954, 1956.

Maximum stage known, 25.6 ft from floodmarks, Aug. 27, 1947 (discharge, 110,000 cfs, from 

contracted-opening measurement of peak flow).

Remarks. Records good except those below 10 cfs, which are fair. 

Revisions. WSP 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1«60 TO SEPTEMBER 1961

DAY

1 

2 

3

5

7

a

9 

10

11

12 

13 

14 

15

16 

17

IB 

19

20

21 

22 

23 

24 

25

26 

27 

28 

29

30 

31

TOTAL 

MEAN 

MAX 

MIN 

CFSM 

IN.

OCT.

8.9

.9 

.5

1

3 

14 

10 

6 

5

42 

35 

3C 

27 

24

23 

20

17 

15

14 

13 

13 

12 

12

IS 

18 

30 

42 

51 

56

8.9 

.18 

.20

NOV.

47 

39 

34

24 

22

20 

32

183 

118 

86 

63

290 

180

98

80 

69 

61

S3

39 

38 

38 

38

20 

.47 

.52

CAL YR 1960: TOTAL 98t 

WAT YR 19t.ll TOTAL 116,

DEC.

35 

32

5 000 

2 330 

2 670 

1 ZOO

6 710 

1 480

751 

508

216 

176

112 

98 

89 

81

67

78 

316

32 

4.73

361.1 

90.9

JAN.

508 

364

232 

201 

183 

149

96

109 

100

86 

80 

76 

74

62

56 

51

51 

1.02

1EAN 243 

*EAN 318

FE6.

48 

47

45

59

248

171

203 

2,220

1,640

830 

604

284

 

45 

2.47

MAR.

184 

189

1,350 

994

632

2,020

353

420

798

469 

353

3 170

2 220 

2 670

184 

5.02

APP.

632 

456

275 

224

1,390

432

224 

189

139

117 

107

89 

83

66

61 

2.06

MAX 6,710 MIN 3.3 

MAX 10,700 MIN 3.6

MAY

171 

142

10,700 

2.850

1,130

222

89 

82

61

87 

80

82 

66

52 

38

644 

10,700 

38 

3.56

JUNE

26 

24

24 

23

41

101

55

37 

38

28

23 

21

18 

14

11

35.0 

125 

9.5 

.19

CFSM 1.3* IN 

CFSM 1.76 [N

JULY

7.B 

6.9 

5.7 

5.2

4.8 

5.0 

8.3 

8.3 

7.2

6.4 

5.9 

8.0 

17

632 

322

96

73 

111

112

82

50 

33

159 

2,370 

4.8 

.88

AUG.

22 

18 

15 

12

10 

9.2 

8.3 

7.8 

7.2

8.3 

7.5 

7.5 

8.9 

85

232 

139 

87

47

32 

28

21 

18 

15 

13 

11 

10

39.9 

232 

7.2 

.22 

.25

SEPT.

8.0 

7.0 

6.0

5.5

5.0 

4.5 

4.2 

4.0 

3.8

3.6 

4.0 

59 

5O7 

208

78 

58 

47

35

26 

23

18 

16 

15 

13 

16

46.3 

507 

3.6 

.26 

.29

18.28 AC-FT 176,500 

23.87 AC-FT 230,500
RED RIVER BASIN 643

7-3395. Rolling Fork near DeQueen, Ark. Continued

DISCHARGE, IN CUBIC FEET PEP SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2 

3

5 

6

7 

8

9

10 

11

12 

13 

14

16 

17

16 

19

22

25 

26

28 

29 

30 

31

MAX 

MIN 

CFSM 

IN.

844 

495 

302

153 

llJ

87 

70

58

52 

51

53 

63 

55

40 

34

29 

26

15

11

8.U

15

30 

42 

44

8.0 

.54 

.62

52

50

90

58 

50

35 

36

38

55

90

2,820

163 

137

35 

1.82

103 

93

120

152

960 

658 

490

444

672

298

124 

109 

112

38 

2.62

96

88

158

160

108 

106 

243

745

357

1,420

892 

616 

455

589

88 

3.26

289 

245

181

i2B

88 

84

514

289

196

:~::

544

84 

3.00

686 

514

308

188

262 

228

181

130

564

289 

280 

1,220

130 

2.05

616 

444

289

212 

181

152

121 

1C9

90

245

153

1,100 

745

90 

2.18 

2.43

MAY

926 

577

280

128 

106

89 

76

55 

48

38

31 

28

22

15

16 

15 

14

.85 

.98

JUNE

16 

23

27

23 

48O 

368

212 

141

77 

57

36 

30

27 

646

118 

81

50 

42

38 

29

.63 

.70

JULY

26 

30 

50

28 

23

18 

14 

11

9.3 

8.2

7.2

6.7

6.9 

6.7

6.9 

34

18 

13

8.7 

7.4

8.7 

25 

29

.09 

.11

AUG.

21 

32 

129

47 

33

24 

18 

14

11 

9.6

7.2 

6.5

5.7 

5.5

5.5 

5.7

6.9 

6.7

7.4 

6.7

5.7 

6.0 

6.3

129

.10 

.11 

1,070

SEPT.

12

8.2 

23

40 

37

40 

96 

378

188 

107

50 

40

26 

23

19 

15

17 

28

22 

19

38 

32

1.505.2

378 

8.2 

.28 

.31 

2.990

MAX 3,330 MIN 5.5 CFSM 1.44 IN 19.56 AC-FT 188,800

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

5

6 

7

8 

9 

10

11

13 

14 

15

16

18 

19

20

21

23

26 

27

30

MEAN

MIN 

CFSM 

IN.

27

22

33 

28 

25 

26 

35

42

32 

30 

74

496 

298 

212

327

22C

98

400

208

22 

1.15

220 

174

79 

72 

92 

72

68

48

05 

88 

75

60

59 

58

58

52

88

3GB

51 

.83

236 

188

170 

151 

133 

114 

99

83

65 

59 

54

46 

42 

40

4O

40

34

112

34 

.50

138 

124

858 

538 

378 

289 

228

188

132 

107 

89

71 

70 

69

64

52

40

35

35

.88

37 

38

35 

33 

31 

31 

32

154

212

180 

152

100 

89 

83

75

60

52

_____

271 

31 

.45

1,690 

1,200

792 

526 

378 

317 

271

3,280

858 

538 

433

564 

478 

422

331

222

180 

160

96

3,280 

88 

3.38

79 

71

80 

92 

96 

93 

86

81

68 

60 

54

48 

45 

48 

52

48

68

59 

86

1,310 

771

1,310 

45 

.92

444 

304

122 

103 

84 

70 

59

52

38 

33 

29

23 

20 

18 

16

15

11

9.8 

9.2

11 

11

444 

9.2 

.39

9.2 

8.5 

.8

.6

.5 

.1 

.7 

.7 

.4

.2

.2 

.1 

.4

.1

2 

11 

10 

35

38

18

8.0

6.7 

5.2

4.1 

4.1

38 

4.1 

.06

4.8 

5.2 

4.8

3.7

3.2 

3.2 

3.7 

3.7 

3.0

3.2

3.9 

4.1 

5.2

4.3

4.3 

4.8 

5.2 

6.2

5.8

4.6

3.9

3.7 

3.7

3.7 

5.2

4.29 

6.2 

3.0 

.02

51 

47 

33

18

12 

9.5 

9.5 

6.7 

4.6

3.9

3.0 

2.9 

2.9

2.8 

2.7 

2.7 

2.7

2.6

2.6

2.6

2.5 

2.5

2.5 

5.4

8.94 

51 

2.5

.05

2.8 

2.5 

2.6

3.0

4.3 

4.6 

4.6 

4.3

4.1

3.2

3.7 

3.2 

3.2

3.0

2.9 

2.9 

2.8 

2.7

2.6

2.3

2.4

2.5 

2.6

2.T 

2.6

3.06 

4.6

2.3 

.02 

.02

WAT YR 1963: TOTAL 48,005.3 MAX 3,280
RED RIVER BASIN

7-3395. Rolling Fork near DeQueen, Ark,--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 196*

I 

2

it 

5

7

B 

9

10 

11

12 

13 

14 

15

16 

17

19 

20

21 

22 

23 

24 

25

26 

27

29

31

MEAN

MIN 

IN.

2.6 

2.4

1.9 

1.5

1.0 

.90 

.90

.80 

.BO

.70 

.70

.40

.50 

.50

.40 

.40

.50 

.50 

.40 

.40 

.60

.70 

.70

.60

.70

.87

.40 

.006

.60 

.50

.50 

.70

.50 

.50 

.50

.50 

.50

.40 

.40

.50

.50 

.50

.70 

.80

.90 

1.6 

1.3 

1.0 

1.0

.80 

.80

.60

 

.67

.40

.60 

.70

U

1. 

1.

2.

2.

5.

4.

2.

2. 

2.

2. 

2.

2. 

2. 

ll

1. 

1.

1.

1.

2.05

.60

2.0 

2.2

2.5 

2.6

2.7 

2.7

2.8

2. B 

2.9

2.9 

2.7

2.8

2.9

2.9

3,0 

3.2

3.2 

3.2 

3.4 

3.4 

3.4

3.4 

3.4

3.7

4.6

3.02

2.0

4.6 

4.3

5.0 

17

167 

108 

77

58 

46

40 

61

194

153 

126

85 

71

59 

50 

43 

38 

35

31 

29

23

 

72.3

4.3

22

402

577

490

246 

208 

6,470

2,590

930

526 

360

215

172

138

115 

139

148 

138 

122 

113 

46 B

538

340

215

143

604

22

127 

118

99 

B64

644 

400 

278

208 

174

166 

172

155

131 

114

8B 

77

79 

2,890 

9,460 

9,300 

2,890

2.230 

2,370

60B

 

1,227

77

295 

238

166 

135

96 

95 

102

112 

270

262 

187

1OB

88 

70

47 

40

32 

27 

24 

20 

19

16 

15

13

18

9B.5

13

1

:

.

8.0

2.

:

I

:

j

.

2.2

1.

1.2

1.0

.90 

.90

.70

.TO 

.80

.TO 

.TO

.60 

.50

.50

.50 

.50

.60 

.50

.70 

2.5 

1.9 

1.3 

1.6

2.3 

5.6

2,080

238

115

.50

151 

1C!

48 

33

15 

12

8.9

7.3 

6.0

4.6 

4.1 

4.1 

3.9

5.6 

6.7

64 

54

42 

30 

24 

20 

17

14 

621

590

 

130

3.3 

.BO

DISCHARGE, IN CUBIC FEET PER SECOND! HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

3 

4 

5

6

8

9

It

17

18 

19

20

21

22

24 

25

26

28 

29

30

MIN 

CFSM 

IN. 

AC-FT

WAT Y

246

142 

107 

82

63

4O 

33

18

11

9.5 

8.5

8. a

7.3

6.9

6.0 

6.0

5.8

5.0 

4.6 

4.5

4.3 

.21 

.24

t 1965: T(

4.3

4.5 

4.1 

4.1

5,8

6.2

6.9

13

24 

34 

2,530 

1,370

527 

313

177 

142

115

82 

73 

65

4.1 

1.10 

1.22

TAL 69, at

55

50 

07

136

85

23C

131 

111 

54 

81

7C 

66

58 

55

51

33 

36

33 

.65 

.75

5.80 t

33

187 

163

110

163 

136

110

98 

114

169 

162

153

107 

101

33 

1.99 

2.29

1EAN 180

83

71

73

58

262 

215 

180

135 

115

435 

653

478

::~::

57 

2.80 

2.<>1

MAX .

331

502

380

254

86 

80 

76

68 

64

61 

64

72

680 

858

61 

1.18 

1.36

,860 ! 

380

370 

455

340

215

83 

76 

70 

6C

48 

42

30 

45

45 

39

30 

.85 

.94

31

24 

21

27

70

2<35 

236 

230 

238

295 

215

222 

370

700 

422

20 

2.77 

3.20

208

125 

98 

81

72

52

166 

1C5 

74

58

36 

33

767 

350

104 

80

33

.89 

.99

64

42 

35 

29

24

21

17

9.2

8.C 

.5

.9

.2

.8

.2

.0

.6 

.1

3.7

.08 

.IP

.2

.6 

.8 

.8

.8

.2

.9

.4

.2 

.1

.0 

.9

.6 

.6

.7 

.5

.2 

.2

.0 

.01 

.01

.7

.2 

.2

.90

.90

.SO

.8C

.BC

.60 

.50 

.70

.70

1.2 

<H

65

40

11 

3.2

.50 

.15 

.16

1,580

000
RED RIVER BASIN

7-3400. Little River near Horatio, Ark.

Location. Lat 33°55'10", long 94°23'15", in NE£ sec.10, T.10 S., R.32 W., near left bank on downstream side of pier- of bridge on State Highway 41, 0.9 mile downstream from Rolling Pork, 2 miles 

southwest of Horatio, 28.5 miles upstream from Cossatot River, and at mile 72.0.

Drainage area. 2.674 sq mi.

Records available. October 1930 to September 1965. Monthly discharge only for some periods, pubGage , Water-stage recorder. Datum of gage is 272.89 ft above mean sea level, datum of 1929 Prior

to Feb. 5, 1935, chain gage and Feb. 5, 1935, to Sept. 13, 1961, water-stage recorder, at site

50 ft upstream at same datum.

Average discharge. 35 years, 3,742 cfs (2,709,000 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above "base (25,000 cfs), water years 1961-65

Date

Dec. 12, 1960

Apr. 1, 1961 

May 9, 1961

Nov. 24, 1961

Time

0700

0700 

1200

O700

Discharge

43,700

27 , 400 

* 46,200

* 26, BOO

Gage 

height

30.76

27.35 

31.06

27.93

Date

Jan. 26, 1962

Apr. 30, 1963

Mar. 11, 1964

Time

1100

0730

0100

Discharge

27,600

* 16,600

35, 600

Gage 

height

27.46

21.50

29.07

Date

Apr. 25, 1964

Feb. 13, 1965

Time

0600

1200

Discharge

* 43,000

* 34,100

Gage 

height

30.72

26.54

Annual minimum discharge, water ye

Water year

1961 

1962 

1963

Date

Oct. 5, 1960 

Aug. 26, 1962 

Sept. 30, 1963

Discharge

129 

36 

20

Gage height

a 4.23 

3.74 

3.51

Water year

1964 

1965

Date

Oct. 22-23, 1963 

Sept. 20-21, 1965

Discharge

4.4 

27

Gage height

3.26 

3.52

a Occurred Sept. 12, 1961.

1930-65: Maximum discharge, 120,000 cfs Mar. 30, 1945 (gage height, 37.70 ft), from rating 

curve extended above 93,000 cfs; minimum, 1 cfs Aug. 18 to Sept, 1, 1934.

Maximum stage known, 38 ft sometime in August 1915 (discharge, 124,000 cfs).

Remarks.--Records good.

Revisions (water years). WSP 857: 1932, 1935-36. WSP 1211: 1931, drainage area. WSP 1561: 1932.

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

2

3 

4

6

7

5 

10

11 

12

16 

17

19

20

22 

23

31

MAX 

MIN 

CFSM 

IN.

136

596

645 

463

225

197 

184

405

.14 

.16

303

768

558

.21 

.24

303

1,820

4i920

3.59

7,780

1,220

740

1.10

689

16,600

1.72

2,560

5,640

16.800 

25,100

2.70

13,800

1.830

878

2.23

1,940

1,120

822 

725

3.26

JUNE

48^

456

416

300

.28

JULY

264

1,320

8,500

1.2BC 

1.020

1.11

AUG.

502

241

1,220

878

402 

353 

322

.51 

.58

SEPT.

225

187

144 

161

6,->no

620

419

285 

291

844

.32 

.35

IN 18.89 &C-FT 2,6<H.OQO
RED RIVER BASIN

7-3400. Little River near Horatio, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

3 

4 

5

6 

7

S

11 

12

14 

15

16

19 

20

28

MAX 

MIN

IN.

3,470 

3,820

822 

695

1,020

.50

558

768 

705

2.19 2.74

,640

3.16

1.760

2.17 1.89 2.88

625

460

303

.75

366

768

483

366 

382

.39

264

127

91

90

91

91 

81

84 

84

.06

595

106

68 

64

51

43 

42

43 

46

.06

131

1,960

630 

494

350 

306

282

502 

456

720

B<=8 

53,460

DISCHARGE, IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

4

5

6

7 

8 

9

10 

12

15

16 

17 

18

23

26

28

30 

31

MAX 

MIN 

CFSH 

IN.

2,040

1,180

815 

1,260

6,100

7,180

2,180

1.620

7,980 

8,820

1.36 

1.57

1,510 

1,960

1,060

815

6,900

6,900

.88 

.98

2,110

940

2,480

1,20C

1,380

.66 

.76

7,180

1.260

915

625

625

.80 

.93

560

890

580

500

 

.27

4,000

5,400

7,550

2,040

1,380

2.44

1,480

765

625

4,030

_____

.85

1,580

890

560

283

226

202

.73

122

88

80 

82

84

500 

328

144 

126 

119

_____

.08

86

68

70

80 

119

144

101

38 

78 

70

386 

54C 

289

3,180

.1C

540

190

122

90 

80

68 

65 

58

49

45 

42 

39

33 

31 

23

285

28 

.14

380

146

88 

78

63

58

56

55 

53 

49

40

37 

35 

33

30 

28

26 

25 

24

22 

.04
RED RIVER BASIN

7-3400. Little River near Horatio, Ark.--Continued

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO 5EPTEMBER

DAr

i

2 

3

5

6

7

9 

1&

11 

13

IT

20

21

22 

23

24 

25

26

27

28

30 

31

MAX 

MIN

IN.

OCT.

21

20 

18 

17

15

14 

12

10 

9.5

9.0 

7.2

6.6

6.4

5.6 

5.2

4.8 

4.4

4.8

(3.3

7.0

17 

21

18

16 

15

4.4

.0<J5

3 

2 

1

C

10 

9.5

9.b

9.5

a. 5 

8.C 

8.5

8.0 

3.5

3

a

1 

5

a

2

0

8

5 

4

0

7.6

.OC8

27 

26

19

19

23

52

a4

78

70

68

58 

56

55

17

.03

56 

55

50 

47

60 

55

42 

45

47

55

.02

62 

63

1,450 

2,110

990 

815

765

384

 

.32

445 

6,460

4,000 

3,040

29,500 

3C.OOO

2,340

2,8ao

1,760

334

2.63

1,420 

It 2*0

12,700 

12,800

3,820 

2,860

1,200

28,300

 

1,200

4.64

4,400 

3,910

2,040 

1,720

1,680 

1.9CO

2,480

815 

648

388

464 

648

362

.88

715

580

380 

345

280 

25C

226

168

244 

170

108 

103

86

86

.11

78

B6

97 

84

63 

56

52 

50

>3 

29

24

22 

22 

23

24

29 

28 

28

30 

29

22

.02

1« 

15

13

12

10

13 

14

13 

13

12

13 

13

13

14 

31 

36

45 

81

323

960

13,400 

7,650

10

.46

SEPT.

1,680 

1,180

710

525 

520

366 

314

277 

238

154

170 

1,130

1,900 

1,230

940 

815 

840

915 

765

865 

6,990 

12,600

13,000

154

.80 

113,700

DISCHARGE, IN CU9IC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

b,

5

6 

7 

8 

5

12

13 

14

16

19 

20

24 

25

28

30 

31

MAX 

M1N 

CFSH 

IN.

1,280

825

546 

478

289

205 

208

180

11, ICO 

.42

172

151

224

208

1J.6OD

3,320 

5.53C

1.14

2,400

1,490

5,800

1,400

1,050 

1,000

.69

l.COO

5,680

8,100

,560

,650 

,400

1.33

975

5,230

34,100

4,800

3,580 

10,800

3.84

5,490

2,620

1,860

1,130

925

1.28

6,020

3,830

2,380

800

1.10

HAT YR 1965: TOTAL 1,103,579 MEAN 3,024 MAX 34,100 WIN 27

470 

514

2,300

19,400 

18.200

2,540 

2,000

2.27

1,220

1,050 

950

800

645 

750

1,490

1,000 

6,340

.98

CFSM 1.13 IN

775

645 

600

474

322 

285 

251

180

144 

139

92

90 

.15

87

63

61 

67

71

48 

43 

54

65

174 

169

109 

83

43 

.04

15.35 AC-FT 2,1

87

85 

81 

77

75 

73

67

57 

54 

44

31

28 

27

28

8.170 

12,100

900 

775

27 

.58

9,000
RED RIVER BASIN

7-3405. Cossatot River Near DeQueen, Ark.

Location. Lat 34°03', long 94°13', on south edge of SE£ sec.20, T.8 S., R.30 W., on downstream side 

of pier of bridge on U.S. Highway 71 Just downstream from Hale Creek, 7 miles east of DeQueen 

and at mile 33.5.

Drainage area. 361 sq ml.

Records available. January 1938 to September 1965.

Gage. Water-stage recorder. Datum of gage Is 335.48 ft above mean sea level, datum of 1929. Prior 

to Nov. 9, 1938, wire-weight gage at same site and datum.

Average discharge. 27 years, 595 cfs (430,800 acre-ft per year).

Extremes. Maximums and minimums (discharge In cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (lo,OOP efs), water years 1961-65

Date

Dec. 6 1960 

Dec. 11 1960 

Feb. 18 1961 

Mar. 13 1961 

May 6 1961

Time

2100 

0530 

18OO 

0130 

1200

Discharge

22, 400 

22, 400 

10, 9OO 

10,500 

* 62,000

Qage 

height

17.67 

17.67 

14.63 

14.45 

20.70

Date

Nov. 23, 1961 

Mar. 11, 1963 

Mar. 9, 1964

Time

0200 

1900 

1900

Discharge

* 12,600 

* 10,100 

32,100

Qage 

height

15.66 

14.55 

18.68

Date

Apr. 24, 1964

Jan. 9, 1965 

Feb. 1O, 1965 

May 27, 1965 

June 23, 1965

Time

1200

2000 

0030 

0900 

2330

Discharge

* 37,500

11, 400 

* 14,800 

12, 800 

» 14,800

Qage 

height

19.12

14.92 

16.24 

15.46 

16.16

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

July lo, 1961 

Aug. 23, 1962 

Aug. 30, 1963

Discharge

21 

9.4

6.7

Qage height

a 2.86 

2.49 

2.33

Water year

1964 

1965

Date

Oct. 16, 1963 

Sept. 16, 1965

Discharge

2.1 

4.6

Qage height

b 2.39 

c 2.44

a Occurred Sept. 7, 1961.

b Occurred Aug. 15, 1964.

c Occurred Aug. 19, 1965.

1938-65: Maximum discharge, 62,000 cfs May 6, 1961 (gage height, 20.70 ft), from rating 

extended above 41,000 cfs; minimum, 1.2 cfs Aug. 30 to Sept. 1, 1943.

Remarks. Records good.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

3 

4 

5

1 

8 

9

11 

12

14 

15

16

19 

20

21

22 

23 

24

26 

27 

28 

29

31

MEAN 

MAX 

MIN 

CFSM 

IN. 

AC- FT

51

35 

30 

37

124 

231 

164

87

48 

41

30

30

28

28 

28

35 

56 

102

64.3

.18 

.21 

3,950

119

83 

72 

60

48 

43 

84

550

192

158

325 

248

139

92 

86 

80

216

.60 

.67 

12,860

71

58 

53 

71

7 410 

4 050

12 3DO

1 270 

960

325

215

158

1,640

4.54 

5.24 

100,800

1,980

1,120 

865 

688

464 

418

263

229 

377

252

211

447

1.24 

1.43

129

120 

113 

103

122

196

280

213

2.120

888

3.02 

3.14

600

497 

532 

1,610

2,980 

3,380

1,040

1,660

985

1,360

5.98 

6.89

2,880

1.360 

1,D1D 

820

532 

532

2.200 

1,460

6 as

364

294

280 

254 

225

182 

117

2.20 

2.46

MAY

178

325 

263 

1,040

8,020 

2.840

1,330 

955

300 

232

120

134 

148 

134

107 

87

4.80 

5.53

JUNE

66

53 

50 

53

109 

97 

389

615 

31B

99 

90

57

50 

48 

44

33 

27

107

.30 

.33

JULY

25

28 

2B 

32

30 

28 

23

25 

2B

185 

1.360

111

91 

156 

756

484 

300

91

191

23 

.53 

.61

AUG.

62

49 

48 

39

36 

36 

31

30 

37

550 

361

123 

96

82 

72 

59

51 

46

27

107

26

.30 

.34

SEPT.

2B

28 

28 

27

25 

45 

37

30

28 

32

790 

408

111 

94

B2 

72 

64

54 

48

78

219

25 

.61 

.68

,200 MIN 23 CFSM 2.03 IN 27.52 AC-FT 529,900
RED RIVER BASIN

7-3405. Cossatot River near DeQueen, Ark. Continued

DISCHARGE. IN CUBIC FEET PER SECOND* HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1 

2

3 

4 

5

6

8 

9

11 

12

14 

15

16

17 

18

20 

21

23

24

25 

26

28 

29

30 

31

MAX 

M1N 

CFSH 

IN.

OCT.

820 

790

450 

329 

236

170

114

98

84 

192

154 

120

86 

77

60 

56

48 

44

42

40

35

32

820 

32 

.43 

.50

NOV.

32

57 

162 

142

117

87 

79

68 

65

121 

230

518 

364

212 

172

6,990 

2,180

1,240 

845

475

_____

32 

1.83

DEC.

256

196 

184 

249

460

2.890

2,440 

1,980

1,060 

845

2,050

955 

600

460

400 

361

335

227

184

JAN.

221

186 

178 

422

620

490

348 

293

502 

2,930

1,060

735

640

4,040

2,680

2,780

1,090

178

FEB.

872

475 

415

252

211 

189

164 

495

845

600 

542

1,110

5,320

3.380

_____

164

MAR.

2,120

872 

685

387

600 

580

460 

415

293

306 

1,570

1,010

1,390

845

2,850

268

APR.

2,360

818 

685

415

335 

306

229 

203

322

254 

229

1,530

790

1,470 

2,690

 

184

MAY

6,360

955 

662

245

168 

145

117

106

83

70 

64

55

48

43 

51

59

43

JUNE

76

112

138

108

560

233 

178

106 

85

61 

53

173 

122

71

48

38 

37

36

36 

.37 

.41

JULY .

69

52

42

35

27 

24

20 

18

16

15

15 

16

14 

16

24

17

30 

52

68 

49

14 

.08 

.10

AUG.

39 

34

22

2C

29

21

20

18 

17

14 

17

18

2C 

20

16 

14

9.4 

10

17

12 

11

15 

18

9.4 

.05

.06

SEPT.

39 

38

45 

48 

40

40

43

53

175 

128

70 

55

45

36 

33

53 

62

48 

43

35 

34

108 

82

65

32 

.17 

.19

DISCHARGE. IN CUBIC FtET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

2 

3 

4

7

a

10

11

13 

14

17

20 

21

23 

24 

25

27

28

30 

31

MAX 

NIN

IN.

253 

181 

122

65

223 

158

90

845

508 

361 

258

160 

166

710 

600

1.71

361 

278 

215

152

580 

445

213

136

126 

114 

128

845

928

560

374 

335 

415

317

184

114

93

93 

89 

85

82

83

322 

387

299 

249 

229

1,040

191

127

106 

98 

91

81 

82

81

80

87 

87 

83

72

348

145

122

lie

113

110

_____

2,940 

1,560 

1,090

1.330

1,240

2,120

l,30C

955

580 

475 

430

314

202 

179

144

138 

130

233

119

106 

100

90 

84 

82

179

2.050

62

790 

580 

445

223

B6

52 

48

41

38 

37

36

53 

48

36

36 

34 

32

28 

25

22

18

20

36

96

78 

57 

45

59

44

38.5 

16

27 

23

20

22

18

20

13 

13

20 

19

13 

11

9.8

11

32 

35

19.9 

9.8

42

36 

29

[5

15

14

11

14

22

s

4 

3 

1

8.6 

7,4

13 

21

20.3 

7.4

18 

16 

18

14 

14

4>3

28 

24

18 

16

16

14 

13 

12

11

9.4

8.2

19.0 

8.2
BED RIVER BASIN

7-3405. Cossatot River near DeQueen, Ark.--Continued

DISCHARGE, IN LUBIC FfcET PER SECONO, WATEH YEAR OCTOBER 1963 TO SEPTEMB

CAY

I 

2 

3

4 

5

6 

7 

8

9

10

1 

2

3

5

7

a 

<;

l

3

<i

7

0

1

MAX

CFSM 

IN.

OCT.

7.8 

7. a 

7.8

7.B 

7.8

7.8 

7.", 

6.4

5.2

3.4

3.1 

2.3 

2.5

2.5

3.4 

3.4 

3.7

3.4

3.1

3.1

2.8

2.8 

3.4

3.7

7.8

.01 

.ul

265

NGV.

4. 

4.

4.

4.

5.

5. 

5. 

6.

6. 

6.

a. :

i

0

5

0

1

b

4

0

.05

DEC.

IK

13

13 

13

13 

14

24 

2V 

t>7

5b

38 

32 

3C

25

24

22

2C

2L

24

JAN.

24

20

IE

18

IB 

18

17

16 

16

16

17

17

16

3D

21

FEB.

28

961

131

106 

133

243 

194 

160

ll'J

85

7C

b*

51

MAR.

5C

735

2.56J 

1,455

335

263

361

273

1,510

3«2

!"

33";

'

APR.

301

3,380

43C

400

249 

219 

194

178

10,300

6.70C

5,f 40

1,(-2C

MAY

818

3bl

278

3i<!

735 

710

155 

132 

111

80

65

53

47

42

56

JUNE

56

41

38

26 

25

22

24 

24

32

23

18

14

12

JULY

10

1C

35 

3]

18

16

17 

15 

13

1? 

12 

1

.a

.2

.2

.2

1

11

AUG.

10 

9.4

12 

11

S.8 

7.0 

6.4

9.4 

11

7.4 

5.5 

4.6

3.7

5.5 

5.8 

6.1

6.4

391

107

1 ,900

4,300

62"

SEPT.

374 

23° 

161

119

90

71

58 

47

4C 

34

30 

26

22

16

26 

25 

3R

45

36

43

132

1,0=0 

6'Q

11,410

WAT YR 1964: TOTAL 148,809.3 MAX 21.3CO MIN 2.1

DISCHARGE, IN CUbIC FEET PER SECOND, WATEP YEAR OCTOBER 1964 TO SEPTEMBER

1

2 

3

4

5

6

a

9

10

12

15

16 

17 

18

19

20

21 

22

24 

25

26 

27

28

29 

30

MIN 

CFSM 

IN.

400

194

87

61

38

32 

30 

29

20

20

20

19

.18 

.2.1

20

24

33

32

30 

32 

38

320

201 

153

.95 

1.06

152

475

295

755

278 

238

202

112

101 

83

.73 

.84

364

204

158

1,410

445 

343 

278

445 

385

2.09 

2.41

141

109

122

5,960

900 

705 

550

960

3.78 

3.94

2,180

840

510

320

222 

219 

2C9

192

2.18 

2.51

93U 

870

780

S50

305

172 

154 

138

115

1.01 

1.13

82 

72

84

1'9

2,010

510 

635 

510

829

2.88 

3.32

385 

2f>8

159

132

123

5<!C 

334 

211

80

1,630

2.19

2.45

177 

144

89

1C5

80

56 

48

35 

6<! 

89

36

25

31

.10 

.22

22

18

14

15

14

11 

11

10 

1C

9.4 

9.8

15 

12

53 

41

18

9.4 

.05

.06

18

17

38

31 

22

IS

8.6

7.8 

6. 7

5.5

5.2 

5. "5 

5.5 

6.1

6.4

9.4 

714

156 

112

55

5.2 

.33 

.37

SM 1.36 IN 18.50 AC-FT 356,100
RED RIVER BASIN

7-3410. Saline River near Dierks, Ark.

Location. Lat 34°06', long 94°05', In W^ sec.3, T.8 S., R.29 W., near left bank on downstream side 

 of pier of bridge on U.S. Highway 70, 3-J miles upstream from Holly Creek, 4 miles southwest of 

Dlerks, and at mile 50.7.

Drainage area. 124 sq ml.

Records available. May 1938 to September 1965.

Gage. Water-stage recorder. Datum of gage Is 353.09 ft above mean sea level, datum of 1929. 

"Tay 13, 1938, to Aug. 9, 1940, wire-weight gage and Aug. 10, 1940 to Aug. 30, 1951, water-stage 

recorder, at site 100 ft upstream at same datum.

Average discharge. 27 years, 186 cfs (134,700 acre-ft per year).

Extremes.--Maximums and minimums (discharge In cubic feet per second, gage height In feet). 

Annual maximum discharge (*) and peak discharges above base (5,000 cfs), water years 1961-65

Date

Dec. 6 1960

Dec. 10 1960

Mar. 27 1961

May 6 1961

July 23 1961

Time

1300

2200

0230

0900

2200

Discharge

6,870

6,030

6,610

* 52,000

13,400

Gage

height

14.52

13.80

14.33

22.50

17.46

Date

Nov. 22, 1961

Mar. 11, 1963

Mar. 9, 1964

Time

1730

0900

1400

Discharge

* 5,110

* 2,760

6,940

Gage 

height

12.88

10.51

14,10

Date

Apr. 22, 1964

Apr. 24, 1964

Jan. 9, 1965

Time

0500

0800

0900

Discharge

5,170

* 12,100

* 4,840

Gage

height

12.69

17.00

12.56

Annual minimum discharge, water years 1961-65

Water year

1962 

1963

Date

Many days 

Aug. 29-30, 1963

Discharge

1.9 

.20 

.20

Gage height || Water year

4.28 1964 

a 5.00 1965 

4.81

Date

Aug. 1-7, 11-20 

Sept. 18-20, 1965

Discharge

0 

.20

Gage height

4.87

a Occurred Aug. 26-29, 1962.

1938-65: Maximum discharge, 52,000 cfs May 6, 1961 (gage height, 22.50 ft), from rating curve 

extended above 28,000 cfs on basis of contracted-opening measurement of peak flow; no flow at 

times.

Flood in 1920 reached a stage of 21.9 ft, from Information by local resident (discharge 

42,000 cfs).

Remarks. Records good.

Revisions (water years). WSP 1007: 1939-42. WSP 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1 

2 

3 

4 

5

6

7 

8

12

14

16

18 

19

21 

22 

23

24 

25

26 

27

29 

30

MEAN

MIN

IN.

18 

12 

8.7 

6.8 

19

16 

20 

16

7.7

5.6

4.4

2.7 

2.5

1.9 

2.0 

2.1

2.0 

2.2

4.2 

3.4

14 

12

1.9

.08

18 

14 

12

10 

B.3

6.8 

5.4 

5.6

62

38

182

117 

86

55 

47 

43

37 

31

27 

26

26 

26

5.4

.46

23 

19 

16 

16 

35

3,640 

1,850

1.040

465

168 

138

105 

90 

81

74 

68

62 

58

85 

108

16

5.20

614 

442 

315 

242 

199

171 

176

86

81

100 

108

84 

75

72 

66

60 

59

48 

47

46

1.30

48 

48 

45 

41 

34

36 

53

68

65

2,870 

1,180

1,740 

1,050

54O 

438

327 

270

umi

34

3.56

215 

185 

171 

199 

511

642 

888

1,920

920

416 

284

380 

343

222 

182

805 

3,340

952 

1,050

171

6.59

855 

604 

447 

331 

256

209 

165

470

260

185

119 

106

88 

82

64 

61

52 

47

36 

33

280

33

2.52

146 

152 

95 

75 

862

20,500 

1,850

388

224

140

78

62 

53

40 

52

35

54 

52

27 

22

885

19

8.22

16 

15 

13 

11 

12

12 

17 

15

21

21

13

9.6

7.5 

6.9

6.9 

6.9

6.9

6.3 

5.3

4.1 

3.8

11.3

3.8

.10

4. 

9. 

7. 

6. 

4.

5. 

5. 

5.

3.

5.

,410

91 

53

26 

38

272

133 

78

38 

29

138

3.0

1.29

8 

6 

4 

4

2

2

2 

9.6

60

25

74

148

115 

80

44 

35

28

23 

20

14 

12

48.3

9.6

.45

l« 

17 

14 

11 

8.7

10 

9.6 

7.2

5.7

7.5

392

115

60 

43

31 

28

17

15 

14

23 

29

61.9

5.1

.56 

3,680

C-FT 108,300
RED RIVER BASIN

1

i

4

5

6

7 

8 

9 

10

11 

2 

3 

4 

5

6 

7 

8

0

1

2 

3 

4 

5

6

7 

8 

9 

0 

1

MAX 

MIN

IN.

308 

135 

64 

i>9 

<ti

34 

28 

20

22

22 

Zi 

22 

21

20

16 

14

q .6

8.3 

8.3 

7.9 

7.9 

7.2

6.3 

5.7 

5.3 

5.L 

5.L 

5. L

5.1

.30

UISCHAt

4.5 

5.3 

11 

28 

22

17 

13 

12

8.7

8.3 

0.3 

50 

168 

195

281 

178

70

56 

2t430 

1,520 

642

400

281 

211

140 

111

4.9

2.18

7-3410. Saline River near Dierks, Ark. --Continued

91

77

778 

53C 

384 

297

254

733

318

252

209

133

iU3 

126

78 

71 

71

1,360

2.93

60

260

126 

111 

111 

440

960

530

203 

203

883

S46 

1.C40

494 

364 

287

56

4.16

196

87

56 

50 

48 

43 

388

555

222 

201

869

2,0=0

1,950

43

3.49

525

167

282 

2L5 

182 

157 

139

124

180 

552

215

494 

355

222 

318

1,080

96

2.86

431

171

107 

98 

88 

73 

68

64

BO 

72

71

480

225 

205

324 

774

64

2.11

715

117

54 

46 

38 

31 

26

25

18 

16

14

11 

9.5

9.0 

8.5

10 

14 

18

8.0

1.35

15 

14

91

86 

67 

4° 

36 

27

23 

L9 

L9 

35 

43

31 

22 

L7 

14 

11

12 

10

9.5 

S. 5

8.5

.31

8.5 

11 

10

5.6 

5.0

2.2

1.9 

1.2 

.80 

.60

.60 

.40 

.40 

.20 

.40

.40 

.20 

.40 

2.2 

2.8

2.2 

1.4

56 

34 

19

.20

.06 

396

12 

8. 5 

6.5

4.2 

3.6

6.5 

5.6 

2.5 

.40 

.20

.20 

.20 

.20 

.20 

.20

.20 

.20 

.20 

.20 

.20

.20 

.20

.20 

.20 

.20

.20

.02 

139

1.0 

.20 

4.1

10 

11

46 

31 

22 

17 

13

10 

9.0 

8.0 

7.5 

8.5

12 

11

8.5 

6.0 

5.0

4.6 

3.9

12 

9.0

12.4 

.20

.11 

736

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3

4

5

6

7 

8 

9 

1C

1

2 

3 

4 

5

6

7 

8 

9 

0

1 

2 

3 

4

5

6

7 

8 

9 

0 

1

ME N 

MA 

MIN

IN.

CAL YR 

HAT YR

8.0 

4 

4 

9 

4

2 

2 

7 

2 

8

8 

3 

8 

9 

2

4 7 

4 4 

1 8 

1 8 

1 6

3 7 

1 0 

1 2 

6

3

9 

8 

a 

3 2 

2 8 

186

lie

447

8.0

1962: TC 

1963: TC

138

88

5fl

55

198 

158

101 

76

58

49 

59

61

54 

48

58

266 

280 

224

184

106

260 

48

TAL 56, 7i 

TAL 28.2!

166

116

73

61 

52

42 

37

33

33 

30

29

28 

26 

24

26 

27 

47

83 

72

56.1 

166 

24

7.80 ! 

7.5C 1"

68

56

222

146 

123

94 

78

56

51 

54

51

40 

38 

37

3 

3 

3 

3 

3

83. 

31

EAN 156 

EAN 77. t

34

26

25

27

96 

80

64

51 

48

44

41 

42 

42

41 

41

96 

25

MAX ;

MAX

330

312

230 

184

828 

458

328

720 

453

244

138 

125 

116

88 

75 

70 

64 

58

1,670 

58

,090 f 

,670 l>

49

98

58 

51

44 

40 

34

27

27 

27

37 

34

25 

22 

23

36 

730 

64O 

330

730 

22

IN .20 

IN .20

15B 

130

80

51

35 

30

28 

25 

23

17

14 

12

9.6

8.8 

8.8 

7.3 

6.9 

6.9

6.6 

6.6 

6.2 

5.8

5.5 

5.1

214 

5.1

CFSM ] 

CFSM

3.

2.

2.

2.

2.

1. 

1.

l! 

2. 

2.4 

3.0

6.8 

19 

19 

17 

14

26 

29 

18 

13 

133

70 

35 

23 

17 

12

133 

1.0

.25 IN 

.62 IN

8.0 

6.9 

4.B 

4.2

.2

.0

2 

.8

.1 

.1 

.2 

.3 

.4

.1 

.4 

.7

.1

.5

.3 

.1

.1 

.4 

.3

.1 

.3

.8 

.6 

8.4 

13

90 

1.1

.07

17.03 t 

8.47 1

14 

It 

8.8 

6.6

5.1 

3.6 

3.3

3.0 

2.7

2.2

1.5 

8.4 

8.0 

4.4

3.4 

3.2 

2.3 

2.0 

1.5

1.1

1.0 

.90 

1.0 

.80

.6,0 

.50 

.30 

.20 

1.3 

1."

15 

.20

.04

C-FT 112 

C-FT 56

SEPT.

.2

.9 

.1

.9 

.9

.BO 

.1 

.4 

1 

1

.6 

.2 

.9 

.3 

.1

.0 

.4 

.4 

.3 

.1

.9 

.7 

.7 

.1 

.1

.0 

.0 

.9 

.5 

.3

15 

.80

.03

600 

050
RED RIVER BASIN 653

7-3410. Saline River near Dierks, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

4 

5

6

7

a

10

11

13 

14

15

le

18

20 

21

23

25

26 

27

29

30

MEAN

MIN 

IN.

1.0

.80

. C 

. 0

. 0

. 0 

. 0

. 0 

. 0

. 0 

. 0

. 0

. 0

. 0

. 0 

. 0

. 0

. 0

. 0 

. 0

. 0 

.10

.22

.10 

.002

.20

.20

.40 

.40

.20 

.10 

.10

.10

.1C

. 10 

,10 

.10

.10

.20

.20 

.20

.40

.10

.10 

.10

2.2 

2.2

.37

.10

l.-J

1.6

1.3 

1.1

.80 

.70 

.60

1.0 

2.2

5.6 

1C

e.5

6.3

4.5

4.0 

3.7

3.7

3.4

3.4 

3.4

3.2 

3.0

3.27

.60

3.4 

3.4

3.0 

2.8

2.8

2.6 

2.6

2.6 

2.6

2.2 

2.1 

2.1

2.1

1.6

1.4 

1.5

1.5

1.5

1.5 

1.4

1.4 

1.6

2.14

L.4

1.9 

1.9

2.6

10

60 

57 

38

21 

17

32 

103 

82

71

49

34 

29

20

16

15 

14

12

30.5

1.9

12 

13

ioa

130

104 

B5

1.34C 

556

226 

182 

142

111

80

119

88

68

101

119 

95

62 

70

256

12

64 

60

54 

208

309 

217

108 

96

138 

120 

101

88

73

60 

69

4,460

2,340

2.410 

1,710

443 

295

791

54

IN .1C 

IN 0

224 

465

217 

178

148 

130

15B 

459

370

158 

117 

93

77

54

38 

33

23

17

16 

14

12 

16

124

12

CFSM 

CFSM

JUNE

20 

15

10 

8.5

8.0 

6.7

4.8 

4.5

4.0

2.8 

2.8 

3.0

3.0

3.7

5.2 

4.5

3.4

2.6

2.1 

1.8

1.2

1.0

5.26

1.0

.44 IN 

85 IN

JULY

.90 

.80

.70 

.60

.70 

.50

.20

1.0

.80

.70 

.60 

.50

.40

.20

.10 

.10

.10

.20

.20 

.20

.10 

.10

.42

.10

6.02 

11.52 /

AUG.

0 

0

0 

0

0 

0

.20 

.10

0

0 

0 

0

0

0

0 

.20

3.2

20

16 

79

252

120

24.2

0

\C-FT 39, 

C-FT 76,

SEPT.

59 

42

22

20

20 

16

12 

12

10

1C 

8.5 

7.6

10

10

9.5 

7.1

7.1

6.3

5.6 

40

130 

88

30.4

5.6

F90 

L80

DISCHARGE, IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2 

3

5

7

9

12

13

14 

15

16

17

18

20 

21

23

25

27

28 

25 

30 

31

MAX 

MIN 

CFSM

IN.

OCT.

6 

4

3

1

.

;

'.

. 0

. 0 

. 0 

. 0 

. 0 

. 0

.40 

.07 

.08

NOV.

.70 

.90 

.0

.0

.0

.8

.4

.8

.6 

.8

.2

.2

.0

23 

12

6

4

3

3

3

.70 

.28 

.31

24 

22 

23

85

61

49

120 

103

82 

70

45

33 

31

28

25

20 

18 

17 

17 

17

17 

.38 

.44

17

20 

107

90

71

2,770

333

184 

156

98

84 

77

128

103

as

77 

71

68 

60

17 

1.98 

2.28

54 

53 

47

42

42

2.460

1,480

342

182

132 

122

93

210

193 

180

41 

3.39 

3.53

574 

608 

388

241

168

128

113

84

71

57

54

54

57

85 

74 

956 

932 

538

54 

1.73 

2.00

354 

277 

257

184

144

115

82

54

49

40 

29

20

16

41 

41 

28 

21

16 

.75

.83

17 

16 

14

12

66

34

219

88 

88

79

101 

79

56

98

930 

380 

246 

170 

130

12

1.15 

1.32

JUNE

106 

88 

74

50

37

29

37

407 

197

122

80

41 

31

595

272

136 

100 

73 

56

1.230 

23 

1.30 

1.45

JULY

42 

33 

26

15

18

23

10 

8.0

7.1

20.

17 

13

8.5 

8.5

10

3.7

2.8 

2.1 

3.4 

4.5 

4.5

42 

2.1 

.10 

.12

800

AUG.

5.9 

5.2 

3.4

1.9

1.5

1.3

.90 

1.2

1.4 

1.6

1.6 

1.6

.70 

.60

.60

5.9

3.2 

2.2 

1.9 

1.6 

1.5

5.9 

.40 

.02 

.02 

122

SEPT.

2.4 

2.1 

1.5

1.1

.90

1.2

.60 

.40

.40 

.30

.40 

.20

.20 

.50

131

37

17 

14 

12

10

131 

.20 

.10 

.11 

748

C-FT 81,430
RED RIVER BASIN

7-3412. Saline River near Lockesburg, Ark.

Location. Lat 33°57'43", long 94°03'40", in NW£SE£ sec. 23, T.9 S., R.29 W. , near- right bank on 

 downstream side of bridge on State Highway 24, 2 miles downstream from Brushy Creek, 6 miles 

east of Lockesburg, and at mile 30.

Drainage area.--260 sq mi.

Records available. --June 1963 to September 1965.

Gage. Water-stage recorder. Datum of gage is 300.00 ft above mean sea level (levels by Corps of 

Engineers ) .

Extremes . Maximum and minimum discharges for June 1963 to September 1965 are contained in the 

following table:

Annual maximum discharge (*), peak discharges above base (5,700 ofs), and annual minimum discharge

year

1963

1964

1965

Maximum

Date

June 27, 1963

Mar. 10, 1964

Apr. 23, 1964

Feb. 10, 1965

Time

0400

1400

1030

1200

Discharge 

(cfs)

* 138

5,720

* 10,000

* 5,920

Gage height 

(feet)

4.12

15.40

16.93

15.56

Minimum

Date

Sept. 30, 1963

Nov. 6, 1963

Sept. 13, 1965

Discharge 

(cfs)

0.70

.20

.50

Gage height 

(feet)

2.14

a 2.10

b 2.22

a Occurred Oct. a, 1963. 

b Occurred Aug. 21, 1965.

1963-65: Maximum discharge, 10,000 cfs Apr. 23, 1964 (gage height, 16.93 ft); minimum, 

0.2 cfs Nov. 6, 1963 (gage height, 2.21 ft).

Flood of May 6 or 7, 1961, reached a stage of about 25.7 ft, from floodmarks.

Remarks. Records good above 10 cfs and fair below.

DISCHARGE, IN CUBIC FEET PER SECOND, JUNE TO SEPTEMBER 1963

1

2

3

4

5

6

7

3

S

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

M[N

CFSM

IN.

AC-FT

 

 

 

 ______

.

_

-

-

-

_

_

_

4.1

3.9

3.2

3.7

4. 1

3.7

4.6

6.0

7.5

12

22

26

19

22

36

22

52

50

108

54

36

23

______

_

_

_

_

_

_

-

18

14

12

10

B.O

6.3

5.4

4.8

5.3

29

16

11

7.5

6.3

7.5

6.3

5.6

4.4

3.3

3.2

3.5

3.0

2.7

2.9

3.3

11

14

10

7.2

8.2

13

263.2

8.49

29

2.7

.03

.04

5Z2

14

18

ie

it

14

12

9.1

7.5

6.7

5.6

3.9

3.2

2.6

2.7

3.2

10

6.5

4.6

3.9

3.3

3.2

2.7

2.4

1.9

2.0

1.7

1.6

1.6

2.9

11

13

206.8

6.74

18

1.6

.03

.03

414

SEtT.

'.7

4.6

?.C 1."*

3.1"

?.4

2.7

2.4

7.5

15

r

7

4

4

1

8.8

s'.t>

4.3

3.5

2.7

2.3

l.C

1.7

1.3

1.2

1.2

1.1

l.C

.90

.70

______

163.80

5.46

20

.7C

.02

.02

325
RED RIVER BASIN 655

7-3412. Saline River near Lockesburg, Ark. Continued

DISCHARGE. IN CUBIC FEET PER SECOND. HATER YEAR OCTOBER 1963 TO SEPTEMBER

2

3

4

5

6

7

8

9

12

13

14

15

17 

18

19

20

21

22

23

24

25

26

27

28

29

30

MAX 

HIN

IN.

.70

.70

.70

.60

.60

.50

.50

.60

.50

.60

.60

.60

.70 

.70

.70

.70

.70

.60

.60

.50

.40

.40

.40

.40

.40

.40

.70 

.40

.003

.70

.60

1.5

.30

.20

.30

.50

.70

.60

.60

.70

1.5

2.9 

3.5

4.8

6.5

6.7

7.2

4.3

5.6

4.8

2.9

1.7

4.1

1.7

.60

7.2 

.20

.01

.50

.50

.60

.60

.70

.8C

.80

2.6

43

29

15

20

14 

12

10

9.1

8.2

8.0

8.0

7.5

7.2

7.7

7.5

7.2

6.5

6.3

5. 8

.40

.04

t

5.4

5.6

5.8

6.0

5.0

5.2

5.0

4.8

4.6

4.1

3.7

3.7

5.0 

5.0

5.2

4.4

4.3

3.9

3.9

3.9

3.5

3.5

3.5

3.5

3.3

3.5

3.3

.02

EAN

8.2

7.0

6.0

38

105

122

78

55

28

55

176

165

104

80

66

56

45

38

33

29

25

23

22

19

18

 

6.0

.23

MAX

18

22

174

267

207

154

162

1.020

694

466

364

290

171 

142

140

214

190

138

114

103

112

188

160

140

142

117

17

1.89

(.

90

84

80

99

508

387

?74

200

164

222

237

171

117 

101

89

79

89

.500

1 .500

i860

.690

,930

,240

,050

979

626

79

7.14

IN

MAY

582

579

402

312

244

207

186

252

462

320

237

183

1 5

1

2

8

7

0

: 6

;2

9

5

2

25

22

31

22

.91

CFSM

JUNE

34

26

22

19

17

16

14

13

10

9.7

8.5

8.5

9.7

1

3

3

1

1

1

9.1

7.7

6.0

4.6

3.9

3.3

3.0

3.0

.05

IN

78 IN

JULY

2. }

1.

1.

1.

1.

1.

. 0

7.

4.

4.

2.

1. 

1.

1.

1.

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

7.2

.50

.008

t

AUG.

.40

.40

.30

.30

.30

.30

.30

.30

.60

.60

.60

.60

.80 

.70

.70

.70

.80

4.4

3.9

4.3

6.1

22

20

132

380

237

380 

.30

.14

C-FT

SEPT.

38

24

18

14

12

.7

.1

.2

.1

.9

.5

.4

1 

1

1

.7

!

1

1

< .1

8.2

8.0

20

683

316

171

683 

2.9

.22

3,030

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3

4 

5

7 

3

5

12 

13

15 

16

18 

15 

20

21 

22 

23

25

2b 

2728

29 

30

MAX 

MIN 

CFSM

104 

67 

44

33 

23

18 

15 

12 

11

8.2 

8.5

7.0 

6.3

6.5 

5.8 

4.8

4.3 

3.9 

3.3

3.2

2.9 

2.7

2.3 

1.3 

1.5

1.2

1.1 

1.2

1.3

1.5 

1.8

1.9 

2.S 

2.4 

3.2

4. a

4.8

6.5 

6.0

8.0 

16 

377

214 

119 

77

49

42 

37

36 

34

37

1.1

36 

33

4C

83

36 

69 

56 

50

133

85 

70

->3 

46 

41

35 

37 

37

35 

32

28 

26

23

23

23 

25

136

108

91 

73 

69 

1,120

t28

260 

Z14

132 

117 

101

91

90 

141

148 

132

95 

90

23

75 

68

54

52 

52 

66 

1,410

5,000

612 

477

320 

267 

230

200 

168 

146

477

380

:~::

52

417 

310

380

320 

267 

222 

189

164

135 

117

339 

186 

138

118 

111 

105

100 

222

1,350 

4,010

59

692 

522

357

304 

260 

230 

200

144

85 

77

66 

60 

56

51 

40 

34

29 

34

51 

37

29

33 

32

21

21 

35 

64 

46

40?

103 

85

214 

140 

230

170 

98

150 

138

477 

304

21

159 

126

57

45 

37 

33 

30

22

2,310 

537

200 

138 

100

71 

59 

145

567 

380

128 

91

22

67

50

26

21 

21 

21

24

6 

3

2 

3

30

23 

21

18

13 

12 

12

15 

67

9.4 

7.2

67

5.6

AUG.

5.2 

6.0 

6.5

6.7

5.6

4.6 

7.1 

10

8.2

2.6 

2.0

1.7 

1.3

L.I

.90 

.80

.70

. 0 

. C 

. 0

. 0

i!

2. 

3.

10 

.60

SEPT.

4.1 

3.0 

2.1

2.0

2.0

1.9 

1.8 

1.6 

).2

.70 

.60

.70 

.60

.60

1.1 

1.1 

1.2

2.1 

1C 

124

45

23 

16

11

c*.<t

395.10

124 

.60

784

900
RED RIVER BASIN

7-3415. Red River at Fulton, Ark.

Location. Lat 33°37', long 93°49', In NE£ sec.20, T.13 S., R.26 W., near left bank on downstream 

side of bridge on U.S. Highway 67 at Pulton, 0.3 mile downstream from Missouri Pacific Railroad 

Co. bridge, 2? miles downstream from Little River, and at mile 463.0.

Drainage area. 52,380 sq mi, of which 5,936 sq mi is probably noncontributing.

Records available. October 1927 to September 1965. January 1932 to May 1934 monthly discharge only, 

published In WSP 1311. Prior to October 1949, published as "at Garland." Gage heights collected 

in the present vicinity since October 1885 are contained in reports of U.S. Weather Bureau.

Qage. Wire-weight gage read twice daily. Datum of gage is 224.94 ft above mean sea level, datum 

of 1929. Prior to Oct. 1, 1934, chain gage and Oct. 1, 1934, to Sept. 30, 1949, water-stage 

recorder, at Garland 39 miles downstream at different datum.

Average discharge.--38 years, 17,600 cfs (12,740,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

Apr. Z, 1961 

Nov. 27, 1961 

Nov. 30, 1962 

Apr. 28, 1964 

Feb. 12, 1965

Discharge 

(cfs)

87,700 

74, 200 

54, 9OO 

83,OOO 

86,000

Gage height 

(feet)

a 20.00 

17.88 

16.32 

19.85 

19.96

Minimum

Date

Sept. 11, 1961 

May 28, 1962 

Sept. 23, 1963 

Nov. 14, 1963 

Nov. 17, 1964

Discharge 

(cfs)

1,840 

1,900 

944 

740 

b 1,500

Gage height 

(feet)

;

a Occurred Dec. 14, 1960. 

b Minimum daily.

1927-65: Maximum discharge, 338,000 cfs Feb. 24, 1938 (gage height, 36.45 ft, present site 

and datum); maximum gage height, 37.4 ft Apr. 2, 1945, present site and datum; minimum discharge, 

390 cfs Oct. 26, 1956.

Remarks.--Records fair. Some regulation since Oct. 31, 1943, by Lake Texoma (see station 7-3315), 

261 miles upstream.

Cooperation. Records furnished by Corps of Engineers and reviewed by Geological Survey.

DISCHARGE, IN CUBIC F££T PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

2 

3 

4

5

7

9 

12

22 

23

28 

29

TOTAL 

MAX

4,660

3,340

11.300

2,670

30,200

30.700

19,900

9,290

6,860

23,800

2,800

20.100

84.400

40,700

8,990

41,400

7,090

38,000

47,900

11,300

16,900

62,000

81,800

9,280

B7.700

S.140

6,400

63,700

4,930

4,720

12,300

4,300

12,600

38,600

6,400

7,780

3.110

11.000

2,770 

3,280

4.300 

4,300

7,320

3.960

1B9, 400 

19,600

M Expressed in thousands.
RED RIVER BASIN

7-3415. Red River at Fulton, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECONDt WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

3 

4 

5

7

3 

10

u

12

14

16

19 

21

MIN

3,800 

9,860

5, sec

6,400 :::

 ;.« > »»

35,500

""'"

;:::

___ 2tl40

.71700

JUNE

26,400

 

JULY

6,070

14,800

AUG. 

5,660

7,490

5,310

3,480

8,180

SEPT. 

2,780

5,870

6,260

10,300 

26,500

11,800

5,490

5,310

28,500 

2,780

M Expressed in thousands.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3 

5

t>

7

5 

10

11

25

31 

TOTAL

MIN

8,180

14,800

25,5bO

I1.K.O

 9,460 7,890 8,130 - -

3,300

3,150

3,") 30

5,290

6,180

2,460

1^740

1,980

1,740

3,440 

1,660

1,980

1,980

1,300

112,300

CAL YR 1962: TOTAL 5,516,030

M Expressed In thousands.
658 RED RIVER BASIN

7-3415. Red River at Fulton, Ark. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2 

1 

4

5

7

a

<3

1C! 

11

15

17

20

21 

22

25

27

24

MIN

1.360 

1,590 

1.660

1,300

1,060 

1.O6Q 

1,120

1,240

i:;4o

1,740

1.300 

1,360

1.30O

1,000

994

994

1,120

994 

830

830

830

830

,240

,O6C 

,300

,240

,300

,660

773

1,440 

1,510 

1.44C

1,180

l.ObC 

1,000

1.44C

1,980 

I,o60

1,980

1,860

1,740

1,500 

1.3OO 

1,2OO

1,000

1,200

1,800

1,200 

2,200

2,600

1,700

1,100

1,000

1.9GO 

1,600 

1,300

2,100

3.90O 

5,400

3,600

3,000 

2.800

1,900

2,500

3,200

1,000

3,200 

2, SCO 

2,800

8,700 

6,900

24,000

7,000 

7,300

13.000

11,000

8,200

2, BOO

6.900 

6,400 

5,500

25.OOO 

37,000

5.900

5,800 

10,000

57,000

78, OOO

75,000

4.500

61.0CO 

53,000 

46,OOC

15,000 

9,600

13,000

5,700 

4,800

3,400

3,700

3,300

3.300

3,800 

4,300 

5,000

3.200 

2,800

3,600

24,000 

21,000

9,500

6,600

3,800

2,200

2,600 

2.500 

2,400 

2.100

2.000 

2.600

3,200

2,000 

2,500

2,500

1.600

1.700

1.600

1.600 

1.400 

1.600 

2,500

2,900 

2,200

2.3OO

2,700

3.100 

3.100

2,800

4,600

5,200

1.400

23,000 

17.000 

9,800 

6.600

3.000 

2,900 

3,100

4,400 

4,300

7,800

3,900 

8,900

7,600

16,000

20,000

258,300

33,000 

2,300

M Expressed in thousands.

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3 

4 

5

6 

7 

8 

1 

10

11

13

15 

16

18 

1<3

21 

22 

23 

24

25 

26

28

30

MEAN 

MAX 

MIN

45,000 

42,000 

31,000 

18,OCC 

10,000

7,000 

5,300 

4,500 

4.CGC 

3,500

3,000

2,500

2,100 

1.90O

1,700 

2,160

2,900 

3,100

3,000

2,100

2, CtC

2,400

2,500

45.0CG 

1,700

2,700 

2,900 

3,000 

2,600 

2,400

2,500 

2,300 

1,900 

l.SOC 

2,000

2.300

2,100

1,700 

1.6OC

1,600 

1.9CO

34,000 

54,000 

54,000

30, OOO

lc.000

8,300

54.0&C 

1,500

t>,20C 

5,300 

4,900 

5,800 

5,700

5,600 

6,700 

6,700 

6,100 

5.9OO

5,600

ll.OOC

14,000 

11,000

7,500 

6,300

5.4OO 

5,200 

5,000

3, BOO

3.3QC

3,000

15,000 

2,^00

2,300 

2,700 

2,700 

3,000 

3,600

3,800 

3,900 

3,800 

4,600 

9,900

20,000

25, COO

20,000 

15,000

3,900 

8,300

7,000 

6, 10O 

5,400

11, COO

12,000

7,700

25,000 

2.70O

6,000 

5,500 

5,000 

4,500 

4,100

3,600 

3,600 

5,300 

9,700 

26,000

58,000

82,000

56,000 

49,000

39,000 

34,000

24,000 

19,000 

14,000

25,000

35,000

 

83,000 

3,600

29,000 

25,000 

22,000 

22,000 

22.000

21.000 

20,000 

15,000 

11,000 

9,300

6,200

7,300

6,700 

6,500

6.900 

6.800

5,500 

5.400 

5,200

4,600

5,100

12,000

29,000 

4,600

25,000 

28,000 

27,000 

23.000 

21.000

21,000 

21.000 

17.000 

14.000 

12.000

12,000

12,000

8,600 

7,200

5,700 

5,500

5,000 

4,800 

4,300

3,900

5.400

5,300

23.000 

3,500

4,200 

3,800 

3.900 

3,600 

3,000

2,700 

2,600 

2,300 

4,400 

6,200

12,000

24,000

36,000 

32,000

27,000 

27,000

19,000 

17,000 

16,000

ll.OOO

11,000

20.000

36,000 

2,600

31.000 

24,000 

16,000 

12,000 

3.200

6,000 

4,900 

5,100 

5,200 

5,200

4,400

4,000

5,700 

5,800

5,400 

5,500

7,500 

7,100 

6,300

5,400

8,200

9,500

31,000 

3,800

3,300 

6,500 

5,200 

5,000 

5,700

5,700 

5,700 

5,800 

4,700 

3,700

3,300

4,600

5,200 

4,700

4,900 

5,600

5,600 

5,300 

4.900

5.200

5.800

5.500

3,300 

3,300

3.600 

3.800 

4,300 

4.400 

4,400

3,900 

3,200 

2.900 

3,500 

4,300

4,400

3,700

1.900 

2,300

3.700 

3.800

2.3OO 

1,900 

2.700

4,200

3,100

2,500 

2,700

4,400 

1,900

3,400 

4,100 

4,100 

3,300

2,900

3,700 

4,200 

3,400 

3,200 

3,600

3.500

2,300

3,900 

4,100

3.000 

2,900

4,200 

4,300 

5,100 

7,700

 21.000

12.000

6,900

21.000 

2,800

CAL YR 1964: TDTAL 3,188,300 MEAN 8,711 MAX 63,000 MIN 1,000 AC-FT 6,324,000

M Expressed In thousands.
RED RIVER BASIN

7-3425. South Sulphur River near Cooper, Tex.

Location. Lat 33°21', long 95°36', on left bank of cut channel at downstream side of bridge on

 State Highway 154, 0.6 mile downstream from Big Creek, 1.0 mile upstream from Brushy Creek,

3.5 miles downstream from Doctors Creek, and 5.7 miles southeast of Cooper, Delta county.

Drainage area. 527 sq ml.

Records available.--May 1942 to September 1965. Monthly discharge only for some periods, published 

in WSP 1311.

Gace Water-stage recorder. Datum of gage is 374.91 ft above mean sea level, datum of 1929. May 9, 

~^T942, to Nov. 8, 1949, staff gage and Nov. 9, 1949, to May 13, 1955, water-stage recorder, at site 

700 ft to right of present gage at same datum.

Average discharge. 23 years, 361 cfs (261,400 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (8,OOO cfs), water years 1961-65

Date

Dec. 11, 1960

Sept. 9, 1962

Time

1500

0300

Discharge

* 10,30O

* 12,100

Oage 

height

18.69

19.31

Date

Nov. 27, 1962

May 31, 1964

Time

2200

1430

Discharge

* 9,700

* 7,520

Gage 

height

18.48

17.71

Date

Nov. 20, 1964

Feb. 10, 1965

May 11, 1965

Time

1000

0600

1600

Discharge

8,880

* 25,OOO

20,000

Oage 

height

17.60

21.47

20.49

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Sept. 8-11, 1961 

Oct. 30, 1961 

At times

Discharge

0 

.10 

0

Water year

1964 

1965

Date

Many days 

At times

Discharge

0 

0

1942-65: Maximum discharge, 25,000 cfs Feb. 10, 1965; maximum gage height, 23.00 ft Apr. 29, 

1953; no flow at times.

Remarks. Records good except those for period of backwater from temporary earthen dam, which are 

poor. Small diversions above station. Records of chemical analyses and water temperatures for 

the water years 1961-65 are published in reports of the Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 196C TO SEPTEMBER 1961

DAY

1

2

3

5

t

11

12

13

14

15

16

17

13

19

2C

21

22

23

24

25

27

28

29

30

TOTAL 

MEAN

MINI

IN.

OCT.

3

1 >

.C

65

45

7

2

.8

.4

.5

.3

.9

.8

1'

I

.1

.3

.4

.8

.2

.9

.7

.7 

1.58

2,4?

3,26

It, 11 .8 

26

.7

.71

NOV.

11

4

2

.7

.2

.4

.0

3

1

.1

.C

.8

.3

.9

.5

.5

.5

>9

: .4

.5

.3

.0

.2

.4

, 9

.5

13. 0

1.5

.03

DEC.

i.5

1.4

1.3

653

2,750

=5,350

8.23C

9.21U

6,133

3.21U

784

187

80

54

42

34

30

27

?6

22

19

la

16 

16

107

523

I.S34

1.3

4.01

JAN.

3.50C

3,700

1,540

39

58

4,960

4,900

3,4 0

1 4

2 3

2 8

1 8

4

7

8

2

B

4

1

9

9

9

5 

3

6

5

866

15

1.89

FEB.

16

18

19

18

361

2,620

1,760

118

6

4

3

2

2

3

3

3

18

74

57

22

5

5

26 

21

 

 

330

16

.65

MAR.

17

15

13

12

IB

30

18

10

9.0

8.0

6.7

6.5

6.3

267

1,130

858

277

85

49

33

22

16

1 940 

2 370

3 050

5 240

652

6.3

1.43

API!.

2,550

844

228

46

32

23

378

92

52

52

25

16

12

11

0,2

8.2

7.7

7.7

7.0

6.5

6.3

5.7

5.0 

4.8

4.P

4.3

163

4.3

.35

MAY

3.8

.3

4

3

4

.0

.3

.8

.0

.2

.8

.1

.7

.2

.9

.8

.9

.7

.1

5

11<

2

3 

I

.1

.2

17.6

1.7

.04

JUNE

1 6

I 2

1 0

70

1.0

381

421

18

7.2

4.0

2.9

2.3

2.1

3.2

6.3

17

13

6.3

3.8

2.7

280

2,000

844 

75

20

9.4

239

.70

.51

JULY

,

; ,

.

t

,

9

.

,

,

.

,(

.

8

1.14

47

2 

2

: 8

l

6 3

.13

AUG.

.80

.70

.60

.40

.30

.20

.40

.20

.20

.4

22

304'

2

2

5

1

7

3

4

0

50 

4C

30

30

23. C

.20

.05

SEPT.

.20

.20

.10

.10

.10

£

C

0

.50

356

1,110

737

8C

2f

1?

8.2

5.2

3.5

3.1

2.5

2.1

1.5

l.l 

1.0

.70

.70

78.5

.17
660 RED RIVER BASIN

7-3425. South Sulphur River near Cooper, Tex.--Continued

DISCHARGE, IN CUBIC FfcET PER SECUNO, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1°62

1

1 1

13 

14 

15

18 

19 

20

22 

23

25

26

28 

29 

JO 

31

MAX 

MEN

IN.

1.6 

2.C

4.0 

2.2 

1.5

1.0

.act

.70 

1.9 

1.9

1.2

.30 

.2J

.20

.2u 

 2u

.1C 

.10

7.4

.002

.zc

.20

10 

4.8 

2.5

.do 

.00

.50 

.30 

.4C

.2C

835 

If Btiu

1,43d 

174

2*

17

1C

.53

3.8 

2.9

2.8 

2.4 

22

3.380

4,090 

1.880 

343 

107 

82

1.3BC 

232

44 

31

16 

13

d.7 

7.4

6.3 

5.9

1.21

JAN.

4.5 

4.7

4.3 

4.8 

4.8

4.1

4.1

4.0 

4.0 

12 

634

3C 

22

44 

21*

120 

1.02C

1.37C 

520

57

.48

ia

12 

9.0 

7.4

6.1

5.7 

5.2 

4.7

4.5

9.6

20 

12

6.5 

286

771 

509

868

.37

33

16 

12 

11

11

64 

116 

42 

19 

13

a. 2

7.4 

7.0

a. 2

243 

18?

36

19

1,430

.20

96

50 

47 

42

Z5

17 

13 

1C 

8.2 

6.7

5.7

4.5 

4.0 

3.7

3.7

3.7

166 

555

1.88C 

2.37C

.51

100

2 

1 

.2

.1

.4 

.5 

.0 

.7 

.5

.4

.0

.90 

.8C

.70 

.70

.6C 

.60

.40 

1.3

50

.26

17

351 

54

32

92 

134

563

36J 

135 

67 

5T6 

298

28

8.4 

384 

777

26 

12

13C 

656

2,620

3,780

1.28

4,410

189

68

15 

9.2 

5.9

3.5

2. e

2.2 

1.8

1.5 

1.2

922 

775 

218

17 

IP

11 

33

lei

78 

1C

.71

5.4

734 

626

46 

20 

12

5.

?'. 

2. 

2. 

1.

1.

1. 

1.

. 0

.8C 

.80

.7C 

.70

.70

.70

.7r

. 7-

.12

9C3

2f 14C 

1,310

534 

If82<". 

6, 820

5,6^3

2,240 

286

IPS 

*C 

23

14

7.7

6.1

4.R

3.7

3.8

4.1 

3.5

3.1 

2.7 

3.1

2.! = 

2.45 

68,320

0,902 MIN .10 CFSM .63 IN 8.53 AC-FT 239,

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SFPTEMBER 1963

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

10

17

18

19

20

21

22

23

24

25

26

27

28

29

30

MIN 

IN.

429

71

15

6.5

3.4

2.0

1.3

1.0

l.G

1.6

1.8

1.8

1.8

1.6

1.2

1.0

.80

1.1

1.0

.80

.70

.60

.60

.70

.60

.60

.60

227

1,710

2,140

.60

62

27

15

9.9

7.0

5.8

5.1

10

7.3

12

9.3

5.8

4.0

3.0

2.3

2.0

2.U

2.6

16

46

764

757

285

95

217

1,220

6.U60

6, BIO

3.390

Bfcl

2.0

2 2

L e

5 5

5 7

2 0

1 3

3

4

!4

7

3

9

7

5

4

4

«,

4

4

4

4

4

6

5

4

4

3

4

4

4

13

16

15

14

23i

2,140

2,69t

833

186

91

59

4C

28

2C

13

9.9

9.3

8.7

9.0

9.6

<3.9

9.9

e.7

8.1

7.8

7.5

7.3

7.0

6.8

5.6

5.1

5.1

5.6

6.1

6.5

6.8

6.B

6.3

5.8

5.6

5.6

5.1

4.9

4.3

4.2

4.0

3.4

3.0

2.9

2.9

2.7

2.7

2.6

2.4

2.6

2.7

2.6

2.6

2.9

4.2

 

_____

2.4

50

31

;.9

8.7

6.5

4.7

4.C

3.6

3.8

3.8

7 7

1,0 0

3 4

1

8

4

1 0

1 3

0

1

5

6

2

9.6

3. 1

7.0

6. 3

5.6

5.1

4.7

3.6

4.3

4.2

3.8

3.2

3.8

7.0

26

41

23

13

9.6

7.5

5.8

4.7

4.2

3.6

3.2

2.9

2.9

5.8

4.5

3.4

3.0

53

21

8.1

82

881

1 ,26f

1.600

2.9

683

94

41

24

17

182

366

947

351

52

22

13

9.0

6.8

5.3

4.2

3.6

3.0

2.9

125

119

198

328

92

24

13

B.I

535

1,340

4?1

2.9

122

50

16

o.O

5.8

4.0

2.0

2.3

1.9

i.e

1.5

1.3

1.1

.90

.90

.80

.70

.80

27

134

44

1

.5

.8

.4

.9

8

3

.0

.2

.70

2.4

3.4

2.C

4.9

2.2

1.3

.70

.40

.4r

.3C

,3C

. 3 n

.30

120

1,370

4,250

1.78C

114

30

15

8.7

5.0

4.r

2.9

2.6

14

28=

2fW

49

16

.30

5.6

3.8

2.7

2.C

l.B

1.5

1.3

1.1

.80

.70

.4C

.30

.20

.10

.10

0

0

3

0

0

0

0

0

0

0

0

0

0

0

0

5.6

0

44

0

0

0

c

c.

r

p

0

0

c

i

0

0

p

0

0

0

0

(?

0

(1

n

c

0

c

0

0

0

c

0

0

0 

0 

0 

0 

0

0
RED RIVER BASIN

7-3425. South Sulphur River near Cooper, Tex.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1563 TO SEPTEMBER 1964

1

1

1

13

14

15

16

17

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL 

MEAN

MIN

IN.

AC-FT

U

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

a

0

0

G 

0

0

a

0 

0

0

0

a

0

G

0

0

0

G

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

c

a

_____

0

c

0

0

0 

0

0

0

G

0

Ci

0

0

c

0

0

o

0

0

G

0

0

0

0 

0

0

c

0

0

.10

.20

.20

.20

.30

.30

.30

.20

1.80 

.058

.30

a

.0001

. 0

. c

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 1

. 0 

. 0

.0004

.10

.10

.10

.20

9.9

12

9.8

4.2

2.2

1.5

1.0

.80

.80

.60

.60

.60

.60

1.0

.90

.80

.60

.60

.50

.40

.30

.30

.30

.20

__ 

_____

1.79

12 

.10

.004

.20

.40

.70

1.3

.90

1.0

.80

1.0

832

1.490

1,580

206

38

10

12

8.4

5.8

4.5

62

355

61

20

12

9.0

7.0

5.1

3.6

2.4

1.7

1.3

153

1.580 

.20

.33

1.0

.9

.8

.8

167

226

70

19

11

7.0

4.3

3.4

2.4

2.0

1.6

1.1

1.0

3.4

2.«

134

1,370

1,370

966

1,070

1,350

1,800

2,370

576

71

 

367

.80

.82

24

15

62

18

12

9.0

7.5

5.8

166

643

143

32

16

10

6.8

4.7

3.4

1.7

1.1

.80

.70

.60

.40

.40

.40

.30

.30

2.7

1,940

5,950

293

.30

.64

JUNE

5,070

2 ,,220

304

97

39

25

16

11

7.5

6.1

2.9

1.3

.5

.2

.1

120

774

1.830

253

15

7.0

4.0

2.4

1.8

1.5

1.3

1.1

.9

.6

 

408

.10

.86

JULY

.60

.40

.30

.20

.10

.10

.10

0

0

0

0

0

c

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

1.80 

.058

0

.cool

AUG.

C

0

0

c

0

r

0

0

0

0

0

0

0

o

0

0

0 

0

0

0

0

0

n

0

0

0

0

0

0

0

0

0 

0

0 

0

0

SEPT.

->

1

0

c

0

0

0

0

c

0

0

0

a

a

0

0

183

74

9.9

110

8G6

1,260

1,030

65

8.1

259

1.650

3,150

2.370

 

11,223.0 

374

0 

.71

.79

MAT YR 1964: TOTAL 48,958.60 MA* 5,950 MIN C

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

4

5

6

7

8

9

10

12 

13

14

15

16

18

15

20

21

23

25

26

28

30

31

MEAN 

MAX 

MIN

IN.

11

2

2

1

.8

.9

: .9

: .3

.8

.3

.4

.4

.2

.90

.90

.90

.90

.70

.70

.70

.70

.60

.60

.60

.60

.02

^

1.

1.

.

I2.

4.

4.

5.

4.

3. 

2.

2.

2-

1.

162

3,230

7,620

4,93G

160

40

32

21

9.4

.90

1.28

7.3

6.2

5.5

5.2

4.9

4.5

4.2

3.9

3.9

12

202 

60

29

19

14

8.1

6.2

5.2

4.9

4.2

3.6

3.3

2.8

2.3

2.3

2.3

.04

2.3

2.5

2.8

2.5

3.3

3.6

4.9

5.9

1,490

2.49C

L30 

48

32

23

18

11

9.0

7.7

7.0

2.480

357

66

19

21

15

2.3

.87

12

9.4

7.3

6.2

5.9

5.9

5.5

24

8,820

21,700

4,000 

2.200

335

130

116

663

181

66

36

68

4.590

2,530

114

__ ___

"

5.5

4.18

73

48

29

22

18

15

14

12

12

11

9.8 

9.4

9.0

8.6

8.1

7.0

6.6

5.5

4.9

4.5

4.2

4.9

9.8

223

96

4.2

.05

40

24

17

14

12

13

12

10

8.1

7.3

5.2 

4.5

4.5

4.2

3.6

4.5

3.6

2.8

2.3

1.6

1.0

1.6

35

9.0

____

40 

1.0

.02

6.2

4.5

3.9

2.8

2.0

1.6

1.2

1.2

1.8

2,170

11.800 

4,590

1,300

176

2,340

3,370

760

136

64

33

20

14

1.880

4,100

1,880

16,400 

1.2

4.26

134

40

25

19

14

11

9.0

B.I

6.6

5.9

4.5 

4.0

4.0

7.8

87

78

25

14

9.0

2.5

861

Hi

7.3

3.6

_^~_

861 

2.5

.13

2.8

2.3

1.8

L.4

1.0

.70

.60

.50

.40

.30

.20 

.20

.2C

l.D

2.0

.60

.40

.20

.10

.10

C

1.0

.10

.60

.40

.70 

2.8 

0

.002

C

0

0

0

0

.10

0

0

0

0

0 

0

0

0

0

0

0

0

0

4.0

1.0

.50

2.0

.40

.20

.43

4.0 

0

.0009

1.0

.40

.20

.10

.10

0

0

0

p

0

0 

0

0

0

0

0

c

c

50

1,290

28

6.6

3.<3

^ -

103 

1,290 

0

.22

6,100

IN 4.75 AC-FT 134,600

Note. Backwater from temporary earthen dam Ju 29 to Sept. 20.
662 RED RIVER BASIN

7-3430. North Sulphur River neap Cooper, Tex.

Location. Lat 33°28', long 95°35', near center of span at downstream side of bridge on State

Highway 24, 4.9 miles upstream from Auds Creek, 7.3 miles upstream from Click Creek, and 8.6 miles 

northeast of Cooper, Delta County.

Drainage area.--276 sq mi.

Records available. October 1949 to September 1965.

Sage. Water-stage recorder. Datum of gage is 377.42 ft above mean sea level, datum of 1929 (levels 

by Corps of Engineers). Prior to Nov. 8, 1949, wire-weight gage and Nov. 8, 1949, to May 21, 1960, 

water-stage recorder and wire-weight gage, at site 50 ft upstream at datum 4.00 ft higher.

Average discharge. 16 years, 218 cfs (157,800 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (20,000 cfs), water years 1961-65 _

Date

Oct. 28, 1960

Mar. 29, 1961

June 27, 1962

Time

1000

0600

E200

Discharge

27,000

* 33,000

+ 16,500

Gage 

heighb

20.25

22.30

16.00

Date

Nov. 26, 1962

June 16, 1964

Time

2000

1900

Discharge

* 32,400

* 19,300

Qage 

height

22.13

17.32

Date

Nov. 19, 1964

Feb. 9, 1965

May 10, 1965

Time

0700

1100

1100

Discharge

22, 100

* 48,000

38,400

Qage 

height

18.40

27.00

24.06

No flow at times in each year.

1949-65: Maximum discharge, 48,000 cfs Feb. 9, 1965; maximum gage height, 29.86 ft Apr. 29, 

1953; no flow at times in each year.

Maximum stage since at least 1915, 30.6 ft May 2, 1944, present site and datum; flood in 

1932 reached about same stage, from information by Corps of Engineers and local residents.

Remarks. Records good except those for periods of no gage-height record, which are poor. In 

l9~2~8~-29 the channel was rectified for a distance of 28 miles above and 18 miles below station.

OISCHARbt, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

5

8

lo

11

12

13

It

15

16

17

18

1 Q

20

21

22

23

24

25

27

if.

29

30

MEAN

HIM

IN.

26

12

7.4

4,570

308

48

21

18

14

12

It

13

10

5.0

S.O

13

10

7.4

7.4

6.6

5.H

18

6,240

382

84

1

388

'>. a

1.62

2

1

,f>

.6

.6

.5

1

. 0

. 0

.5

.0

 < 

.5

.5

.0

,C

I

3

2

I

I

I

1

9.0

9.C

1U.4

5.0

.04

\i

7.4

5.0

1.5D.J

B.300

5,jOJ

1 ,OCO

7,000

2, QUO

40 1

100

73

60

53

52

49

45

45

4,;

40

35

35

3C 

30

2,500

3GC

1.45C

5.C

6.06

 »OC

200

8C

50

40

3,CCO

300

100

500

100

BO

60

60

50

45

40

4C

35

35

30

30

30

40 

35

35

35

294

30

1.23

32

29

23

28

430

329

71

54

47

40

36

34

34

40

39

29

536

403

110

71

49

42

35 

34

 

_____

188

23

.71

MAX '

33

32

32

72

46

22

20

23

20

18

15

14

15

1,130

845

100

00

49

35

27

24

22

1.3C3 

270

S.223

3,440

622

14

2.60

, ooc »

306

170

KO

80

60

208

120

76

161

50

35

30

25

23

21

19

19

21

2G

It

35

13

1C 

12

12

9.2

81.3

9.2

.33

IN 0 

IN 0

22

348

611

224

50

88

20

15

10

9.0

8.0

7.0

6.5

6.0

6.0

5.5

5.0

5.C

99

32

11

9.5

4.6

4. C

3.1

2.6

57.0

2.2

.24

JUNE

1.5

1.3

2.0

7.0

343

14

5.

3.

2.

1.

1.

1.

2.

5.

6.

5.

* 

2.

1.

i.:

13

207

10 

4.2

2.6

1.7

27.1

1.1

.11

JULY

1.1

.70

.50

2.2

1.5

1.0

1.1

.80

.80

1.5

1.1

1.3

1.0

.80

.50

.30

.20

.20

.10

438

74

57

2.9 

1.3

.50

.30

19.4

.10

.08

AUG.

.10

0

0

0

0

26

.60

.20

.10

0

3.2

37

12

8.2

4.8

4. «

5.2

1.5

.60

.30

.20

.10

0

0

0

0

3.46

0

.01

SEPT.

C

0

0

0

0

C

0

0

1*

1,280

39

7.0

2.9

1.9

.80

.60

.40

.30

.30

.20

.20

.10

.10 

.10

.10

.10

45.1

0

.18

Mote. No gage-height record Dec. 20 to Ja
RED RIVER BASIN

7-3430. North S 

DISCHARGE, IN CUBIC FEET

lulphur River nea

PER SECOND, WATER

r Cooper, Tex. Continued

YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

3

4

7

1C

12

15

16 

17 

IB 

1* 

2>-

21 

22 

23

25

27

28

31

MEAN 

MAX 

MIN

IM.

OCT.

.-L

3.6 

1.9

.30

.20 

.3:

1.1 

1.3

.20

.1J

0 

0 

0

0 

0

0

c

0 

0

0

.40

NGV.

.20

11

l.l 

.50

.3<J

.30 

.4C

.80

1.0

.7C, 

.50 

.50 

.1>C

2.3 

3,360 

358

15

9.6 

7.6 

5.6

 jdU

DEC.

4.0

3. A

4.2 

4.2

4.34U 

270

ICO 

80

200

2 , 500 

800 

200 

70 

5u

30 

25 

25

2C

za

15 

15 

1C

10

3.4

JAN.

0

2

2

2

C

s.o

7.0

8.0

236

40 

27 

22 

20 

15

33 

70 

68

1.51C

2.97C 

234 

78

53

38

2.97C 

7.9

FEB.

32

26 

25

22

18 

17

18 

16

U 

14

22

41 

21 

17 

14 

13

13 

15 

It 70

29

11 

21

60

_____

1.170 

13

MAR.

43

29 

2!

18

19 

21

49 

43

13 

16

16

16 

14 

13 

14 

2L

65 

24 

18

158

48 

26 

20 

17

2,660

13

,220 f

APR.

133

40

33

236

185 

82

43 

36

26 

19

13

12 

14 

15 

13 

11

 5.2

8.4 

34

376

58 

1,850 

1.260 

110

_____

1,850 

8.4

UN 0 

<IH 0

HAY

985

39 

26

19

14 

13

8.4 

6.0

3.4 

2.2

.80

.70 

.80 

.80 

1.0 

1.0

.70 

.60 

.70

1.0

1.0 

.80 

1.0 

149

10

985 

.60

CFSM 

CFSM

JUNE

1.12C

52

38

14

674 

80

111

74

600 

4C

14

11 

8.6 

fi.O 

211 

28

12 

8.4 

7.2

1.100

125 

3,110 

1,940 

4.010

7.2

53 IN 

69 IN

JULY

100

22 

16

14

13 

10

8.0 

6.6

5.4

4.3

4.3

6CO 

ZOO 

80 

25 

20

15 

10 

8.0

6.0

130 

70 

25 

20

10

3.8

7.24 * 

9.36

AUG.

8.0

20 

10

4.8 

3.3

2.1 

1.8

1.2

.90

.90

2.1

1.8 

1.2 

1.2

.90

.70 

.70 

.90

1.4

.90 

.50 

.40 

.20

.70

.20 

.02

C-FT 106 

VC-FT 137

SEPT.

70

194 

25

2,250 

4,030

206 

61

23 

18

10

8.7 

7.3 

6.6 

6.0 

4.8

3.8 

2.9 

2.9

2.9

4.8 

7.3 

5.4 

3.3

2.5 

1.80 

2.01

500 

800

DISCHARGE, iN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

7

6

4

lu

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TCTAL 

MEAN

MIN 

CFSM 

IN.

1 P 940

0

4

»

2

: a

3: 5

4

2

3

7

5

4

3

12

8.7

b.6

5.4

8.7

14

8.0

5.4

5.4

6.0

6.0

6. Q

4.10C

590

4tJ

20

23S

5.4

9.0

8.0

7.0

7.0

6.0

5.0

30

7.0

6.0

6.J

5.0

5.0

5.C

5.0

5.C

5.C

900

93

30

15

9.0

7.0

6.0

5.0

13,000

9,800

353

165

97

_____

820

5.3

73

58

183

152

5C

44

38

36

31

28

22

22

24

25

25

23

22

22

22

24

21

18

18

20

15

16

18

25

22

18

38.5

.!"

JAN.

7

6

5

8 C

I 1

8

1

3

5

0

8

7

8

4

0

2

3

3

6

2

6

4

7.0

5.0

7.3

8.7

1C

14

16

17

101

5.0

CAL YR U62: TOTAL 89,735.60 MEAN 246

18

18

14

12

11

10

10

10

10

10

8.

8.

8.

7.

7.

7.

7.

8.

8.

6.

5.

8.

9.

8.

7.

6.

7.

 

 

____

9.46

5.4

14

13

8.7

9.4

14

10

8.7

13

17

1.540

116

41

28

50

181

83

32

25

19

15

14

13

13

14

13

11

10

9.4

8.7

8.7

76.3

8.7

7.3

6.6

6.6

5.4

51

26

13

9.4

9.4

8.7

8.0

6.6

6.0

6.0

6.C

7.3

7.3

8.7

8.7

7.3

6.6

26

9.4

6.6

6.0

1.320

1,750

954

80

 

4.381.9 

146

5.4

38

31

31

27

170

129

28

19

14

118.0'

6.6

6.0

4.8

3.3

2.9

2.5

1.8

72

8.7

15

13

4.8

2.9

2.1

1.4

24

14

4.8

2.5

723.1

23.3

1.4

1.4

.90

.50

.40

.20

.10

0

0

0

.20

.20

.20

.20

.10

0

.20

1.8

35

12

8.0

6.0

4.0

3.0

2.0

40

12

6.0

4.0

3.0

_____

141.60 

4.72

0

CFSM .45 IN

2.0

4.0

2.0

4.0

1.0

1.0

.50

2.0

1.0

2.0

1.0

.50

10

600

100

20

6.0

2.0

1.0

.50

.20

.10

.10

.20

300

130

10

5.G

3.0

2.0

1.213.10 

39.1

.10

2.0

2.0

1.0

1.0

1.0

1.0

.50

.50

.50

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

10.50 

.34

0

6. 12 AC-FT 90

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_____

o

0

0 

0 

0

100
RED RIVER BASIN

7-3430. North Sulphur River near Cooper, Tex.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3

4

5

6

7

a

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

2B

29

3G

TOTAL

MAX 

MIN

CFSM

IN.

AC-FT

0

0

0

0

0

0

0

C

0

0

0

0

0

0

0

0

0

0

G

0

0

0

a

0

0

0

0

0

0

0 

0

(j

t)"

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

G

0

0

J

0

.10

.20

.20

.20

.10

. 10

.lu

c

l.CO

.20

0

.0001

.0001

2.0

0

G

0

C

0

0

0

0

c

0

6.6

2.9

.90

.5t

.20

.1C

. 1C

.10

0

.10

.10

.1C

.1C

.10

.1C

.1C

.10

.10

.10

.10

12. 6J

0

.001

.C02

25

.10

.10

0

0

0

0

0

0

0

0

0

0

0

G

0

0

.1C

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. c

. 0

0

.BC05

.0006

J.9

1.8

1.2

.70

2.9

51

12

4.3

1.8

1.3

.90

.90

.90

.70

.70

.70

.70

.70

.50

.40

.40

.20

.10

0

0

c

r

0

0

0

_____

0

.Cl

.Cl

0

.70

.20

.40

.°0

.50

.50

.50

4,730

162

3H

22

15

1

1

.3

.1

.0

19

15

1

.6

.4

.C

.0

>5

.4

.2

.90

.5U

 2~

L

.63

.73

.20

,2C

.20

.20

142

28

7.3

2.1

1.4

.90

.7C

.70

1.2

1.2

.70

.20

.20

.20

.20

.10

304

1.C5C

3,040

2,350

524

2.15C

27C

40

33

2B

.10

1.21

1.35

125

1,870

65

33

22

18

17

1,720

589

63

37

26

18

14

13

12

12

11

10

8.7

8.0

8.7

8.C

7.3

6. ,

6.0

4.8

4.3

6.0

2,250

4.3

.84

.97

35

12

8.0

7.3

6.C

4.8

3.6

2.1

1.4

1.2

.7C

.50

.40

.50

.50

5,010

2,550

150

38

22

18

16

14

13

12

11

9.4

9.4

8.7

5.4

.40

.96

1.07

4.3

3.3

1.8

,<;r,

. 50

,4C

.2C

<

r

c

<?

rn

c

0

0

n

0

c

ct

£

o

0

0

p

0

n

c

0

0

.001

.0:2

24

0

0

0

1

0

]

 ;

0

0

0

0

0

0

0

-

0

0

.3C

.2C

0

0

0

c

0

0

0

.20

6."

3.0

0

B *,-

.0^1

.021

21

a

c

0

£

 :

f,

o

^

L

y

0

c

c

0

5.4

4^6

^Q

25

11

3.35C

272

73

C 5

34

29

4.5CT

464

47

13

4, SCO

1.14

1.27

18,660

1

2

3

4

5

b

7

a

'>

10

11

12 

13

14

15

16

17

Id

13

;o

21

22

23

24

25

26

27

28

29

30 

31

MEAN

MIN

CFSN

IN. Ac-i=r

11

6.6

3.6

2.1

.50

.7u

.50

.50

.50

.40

.20

.20 

.2^

.20

.23

.20

. 2C

.2U

.2U

. lu

L

0

0

C

0

13

3.3

. Su

.50

.50

1.52

0

.006

.uOb

93

.2C

.20

.20

.2L

.20

1.2

2. j

1.4

 9u

.7ti

.50

.50 

.50

.4.'

.2'-'

.23

 tC

1,2^0

7.7CO

250

7t>

46

3b

33

;e

23

£ 1

18

14

11

3ib

1.14

1.28

16.7BC

3.7

L«

14

16

2C

It

a. 4

d.7

9.4

48-j 

11")

4C

3J

25

2'j

is

15

5.4

8.7

11

1314 '

12

1J

8.C

5.4

4.3

J.b

t.3

5.4

6.6

31.3

3.6

.11

.13

l,93l

6. a

14

2<-

23

14

11

8.7

12

1,900

157

33 

2?

25

22

16

12

14

13

It

14

2.06C

264

6t

38

31

28

25

24

22

16

161

6.0

.58

.67

9,870

17

13

12

13

13

14

1R

130

19,800

748

297 

95

63

50

51

173

76

45

36

30

23

951

3,330

165

103

68

54

 

 

L.C14

12

3.67

3. B3

56,310

43

39

29

26

23

21

18

16

15

15

33

24

18

16

15

14

9.4

9.4

11

12

L2

10

14

21

15

14

977

128

39

54.4

9.4

. 2U

.23

3,3fO

27

35

68

39

25

2!

16

20

21

14

3.7

7.5

7.3

1C

7.3

b .C

5.4

4.8

3.6

?.U

3.8

3.3

2.9

1C

2t

14

e.c

4.3

3.8

14.5

2.9

.05

.06

86t

2.9

2.5

2.1

2. 1

2.5

3.8

3.8

3.8

3.8

12.400

14C

59

44

41

1,570

200

6B

84

45

33

24

18

18

15

13

14

532

51

22

14

561

2.L

2.C3

2.34

34,5?0

9.4

S.7

7.=!

6.6

6.6

7,3

7.3

6.0

4.3

2.9 

2.5

Z.5 

2.5

3.B

10

34

15

7.3

3.8

2.5

1.8

1.2

2.1

440

57

13

6.0

2.5

1.8

1.2

22.6

1.2

.08

.09

1,340

.75

.4C

.K.!' 

.K

C

 ^,

c

c

r

0

0

c

l.r

1.7

2.^

 **b

. 13

.10

,

r

0

0

-

.11

.10

c

c

c

.23

.C ) B

.XO14

0

0

0

0

0

0

2.8

7.0

.50

. 10 

.10

0

C

"

0

0

0

0

0

0

4.7

4.C

1.2

.70

.40

.20

.10

.60

.20

.74

,_

.C13

. J j3

46

SEPT.

2.9

1.7

.40

.20

.R.

c

f

t

c

c 

c

r

r

r

L

L

n

c

r

.10

2,220

79

25

14

s.e

5.4

^. R

%5

1.4

2,364.0.0 

78.8

2,220

Q

.21

.32

4,69?
RED RIVER BASIN

7-3432. Sulphur- Fiver near Talco, Tex.

Location. Lat 33"23'20", long 95°07'50" ) on right bank at downstream side of pier- of bridge on 

U.S. Highway 271, 2.4 miles northwest of Talco, Titus County, 3.0 miles downstream from Mustang 

Creek, and at mile 162.

Drainage area.--1,365 sq ml.

Records available.--October 1956 to September 1965.

Gage. Water-stage recorder. Datum of gage Is 290.82 ft above mean sea level, datum of 1929.

Average discharge.--9 years, 1,237 of a (895,600 acre-ft per year).

Extremes. Maxlmums and mlnlmums (discharge In cubic feet per second, gage height In feet).

nd peak discharge (15,000 cfs), water years 1961-65

Date

Oct. 6, I960 

Dec. 8, I960

Sept, 9, 1962

Time

Z400 

Z400

1200

Discharge

17,400 

* 30,500

* 15,300

Gage 

height

22.49 

23.65

22.34

Date

Nov. 28, 1962

SOT. 20, 1964

Time

0100

1400

Discharge

* 30,500

19,400

Oage 

height

23.57

22.66

Date

Feb. 10, 1965 

Feb. 25, 1965

Time

1200 

0400

Discharge

* 49,000 

19,400

Gage 

height

25. 4R 

22.64

Annual minimum discharge, water yea

Water year

1961 

1962 

1963

Date

Sept. 8-11, 1961 

Oct. 29-30, 1961 

Several days

Discharge

1.5 

1.0 

a .20

Gage height

0.95 

.92

Water year

1964 

196E

Date

Oct. 29-30, 1963 

Sept. 15-21, 1965

Discharge

0 

0

Gage height

1

Minimum daily.

3956-65: Maximum discharge, 50,600 cfs May 3, 1958 (gage height, 25.69 ft); no flow at times 

in 1957, 1963, 1965.

Maximum stage since at least 1908, 2?J- ft in 1908 and 1914, from Information by local resident. 

Flood in 1945 reached a stage of 26j- ft, from information by local resident.

Remarks . --Records good. At end of water year 1965, flow from 15.6 sq mi above this station was 

partly controlled by 11 floodwater-retarding structures with a total combined capacity of 

6,040 acre-ft below the flood spillway crests, of which 5,140 acre-ft is floodwater-retarding 

capacity and 900 acre-ft is sediment-pool capacity. The capacity in these pools allocated to 

sediment storage will be used for conservation storage until eliminated by sedimentation. Five

UlSCHARGfc, IN CUBIC FtET PER SECOND, HATER YEAR ..'CTOBEP I960 Tn SEPTEMBER

1 

2 

3 

4

5

7

9

11 

13

14

17

IS

19 

20

21

23 

24

25 

26

28

31

MAX 

MIN 

CFSM 

IN.

6C4 

2c4 

127

lut

2,15C

12.4UO

674

152

as

118

56

32

26

22

60

506

3,900

22 

1.19 

1.37

?,42f? 

58S 

16*. 

100

36

43

257 

64

34

32

30

48 

46

42 

36

32

.12 

.13

32 

32

25

20. JOC

25,50t

25,201, 

17,300

1.S7L

952 

312

366 

180

121

106

84

2,130

22

4.BL 

5.53

9,870 

9,180 

5,810

itoec

10.COC

5, SCC 

1,190

236

136 

112

66 

84

84 

81

66

76

66 

1.67 

1.93

76

73 

7rt

2,530

5,210

1,040

163

2S5 

2,450

1,340

133

71 

.78 

.81

112

S3 

86

lie

m

b3

113

1,420 

567

200

11.7CO

18.0CO

37 

L.90 

2.19

14,000 

8,=i40 

4,540

34f

2,230

1.C4C

248

106

62 

56

50

31

29 

.96 

1.07

32 

LC<! 

3L5

«22

147

76

3C

18

14 

14

12

54

10<3

25

12 

.18 

.21

18 

12 

B.d

6.0

534

204

26

16

15

15 

16

22

13

1,1 ao

6.C 

.20 

.22

JULY

51

31

20

\^

B.:

5.5 

7.C

7.^

6.5

623

16 

40

166

1C<5

22

.14

.16

18 

14 

11 

3.5

7.5

5.0

3.3

14 

7.C 

4.2

3.; ? ?

522

10f 

fit

50

lf> 

7.0

3.15 

3.c

3.0 

2.6

2.3

2.3 

.£4 

.04

2.1 

1.1 

1.° 

I."1

'.1

1.9

I.'J

1.5

4.5 

4C1

1 , 6 7C 

l,2*C

21'<

45 

25

12

=>.5 

6.0

6.5 

b.C

3.9 

3.9

1,670 

1.5 

.11 

.13

CAL YR 1960: TOTAL 511,652.6 MEAN 1,398 CFSM 1.02 IN 13.94
RED RIVER BASIN

7-3432. Sulphur River Taleo, Tax.- Continued

1 

z

$

5

7

8

10

12

13 

14

15

16 

17

19

21

23 

24

25

26 

27 

28

30 

31

MEAN 

MAX 

MIN

IN. 

AC-Ff

14 

16 

12 

12

9.U 

7.C 

5.5

5.C

4.6 

7.0 

4.2

2.5

2.3 

3.9

3.3

2.8

2.5 

2.5

2.8

2.3 

1.9 

« 1.7

1.3 

1.5

5.08 

16 

1.3

.004

CISCHAB

3.1

13

26

14

8.0 

5.0

2.5

1.9 

34 

21

24 

21

12

7.5

7,500 

8,150

3,800

2.180 

564 

176

74

786 

8,150 

1.7

.64

2t)

27 

28 

22

10.50C

6.500 

4.66C 

1.350

706 

4.980

3.90C

673

172 

121

81 

64 

45

41 

37

22

1.44

44

71

78 

51

34

25 

23 

48

1,460 

845

180

103

842

558

2,t80 

7,970

498 

23

1.01

lOfi

89 

71 

61

51

38 

34

731 

318

103

64

673 

4.960

1,850 

3,180

______

154

115 

86 

81

232

716 

332

98 

81

56

76 

56

972

478

4,130

4,500

284

672 

70C 

362

161

103 

86

50 

45

46

36

806 

1,370

IN 1.3

MAY

5,630 

2,730

406

204 

130

100

60

35 

28

) 8

16 

14

12

6.5

11

10

165

361,

088

174

200

806 

62C

892

J-5CO 

85C

668

436

140

236

127

1.950 

1.58C

U.6CC 

7,400

22C

ISO 

60 

5C

34

19 

14

12

129 

519

1.120

37

20

84 

185

53

30 

20

697

25S 

35 

47

22

14 

12

9.0

7.0 

6.0

4.0

3.0

3.0

3.0

2.0

260

3.060

2.020

752 

3,240 

7,760

13.400

= ,500 

2.350 

343

64

46

24

9.5

9.0

7.0 

7.3

7.0

2,689 

6.0

2.20

DISCHARGE. IN CUBIC FEET PER SECOND. WATER YEAR OCTOBER 1962 TO SEPTEMBER 1°63

DAY

, 

I 

2

4 

5

7 

8

10

13

16 

17 

18 

19

21

24 

25

26 

27

29

31

TOTAL

MAX 

MIN 

CFSM 

IN.

°CT1,370

139 

74

32

794

137 

269 

908 

46

27

36

20

17 

15

5,860

4,320

15

.80

NOV.

1.350

111

84

64

56

33 

39 

82 

200

995

637

400

1,340

14.300

15.000

2,569

33 

1.86

DEC.

3.980

1.440

303

68

58 

58 

54 

50

53

47 

47

48 

48

146

90

47

.28

JAN.

76

3,810

4,930

82

80 

56 

64 

66

45

50

45

40 

35

28

37

28 

.56

FEB.

42

36

31

28

23 

22 

20 

20

19

19

23 

23

 

16 

.02

420

105

79

',830

458 

828 

514 

312

139

54

49 

42

32

25

25 

.37

25

20

163

33

30

25

20 

20 

20

15 

15

39

54 

46

4,340

--

15 

.29

2,300

90

1.140

50 

34

22 

17 

14 

12

212 

192

156

76 

47

605

708

12 

.28

132

29

12 

10

7.0 

6.0

5.1 

5.1

5.6 

6.0 

6..0 

6.4

122 

111

20

15 

76

102

5.1 

.03

25

16

8.0

6.0 

5.0

4.C 

4.0

4.0

4.0

1.940 

2.420 

J.490 

'»76

42 

26

141

424 

1 -010

374

63

4.0 

.26

42 

26

15 

1 1

9.0 

7.0

 -0 

4.0

3.0 

2.0

2.0 

2.0

1.0 

1.0

1.0 

.80

.40 

.3P

,2C

,20

.30 

.40

.60

' -^ 

.20 

.004

SEPT

1.4 

1.8

1.1 

2.9

.40 

.30

2.1 

2.1

.20 

.20

.20 

.20 

.20 

.60

.40 

.40

.20 

.20

.20 

.20

.20 

.20

.20

.0005
RED RIVER BASIN

7-3432. Sulphur River near Talco, Tex.--Continued

I

3 

5

7

11

It 

15

It 

17 

11 

Iv

20

22

25

27

29

31

MAX 

MIN

IN.

.1-

. 10

.K 

.K

.lJ 

.10

,lj

.l.i 

.10 

.1-

.2L

.2i- 

.2~

.80

.10

c

.10

.bC

.u

.K

. 1-

.1L

.40 

.1 

.1 

,1

.4 

.1 

.1 

.1

.4

.1

.03

1:1 i..

2.5

2.1 

1.4

.SL

l.H

2.1

3.o

2.1 

l.d 

1.1 

.SC 

1.1

. 30 

. SG 

.60

.^0

.60

1.29

.60

,&r

.40

.40 

.4C 

.40

.40

. 33

.20 

.10 

.1C

.zo

.30 

.30 

.30

.4C 

.40 

.30

.20

.SO

2.1

.10

1.1

.80 

1.1

337

132 

52 

?7

18

13 

i. 6

3.

5.

2. 

2. 

2.

1.

1.

1.

25.2

.8J

1.1 

4.6 

11 

37 

43

22 

li

12

1,280

4,320

556 

141

93

68 

50 

3S 

16 

3C1

428 

167 

82 

62

60

2C

1.1

15 

12 

8.8 

6.0 

167

1,690

694 

215 

95

30

15 

13 

11

c .3 

12 

9.8 

6.4 

5.6

4.59C

8,780 

8,770 

6,360

8.96C

3.280

1,888 

5.6

IN 0

358 

1,180 

1,020 

215 

118

68 

42 

28 

1 ,650

775

106 

63 

42

32 

28 

25 

22 

20

16 

15 

14 

13

11

10

4,640

395

10

JUNE

5,u9C 

4.31C 

5.2CC 

1,400 

216

102 

66 

45 

30

21

15 

15

9.8

28 

4,b40 

6,570 

2,450 

1,800

143 

76 

49 

37

23

19

1,103

9.B

65,630

JULY

1 

.0 

.0

.0 

.0

.c

.0

.0

.0

.4

. SO

.60 

.60

.60 

 60 

.40

.'il

.3C 

.30 

.40 

1.1

.60

.30

.20

1.68 

10

.20

.0,11 

103

4lo3 t

AUG.

.20 

.20 

.20

.20 

.20

.20 

.20 

.20 

.30

.20

.20

.20

.20

.20 

.ZC 

.20 

.20 

.2C

4.0 

5.1 

4.1 

2.1

.60

4.6

33

3.30 

43 

.20

.003 

203

C-FT 293

SEPT.

21 

13 

6. 

3. 

I.

.

257 

1,340 

1,760 

576 

270

2,8"0 

1,540 

1.300 

1,130

510

5,200

844 

5,260 

.2C

.69 

50,220

300

DISCHARGE, IN CUBIC FEET PER SECJNO, HATER YE4R OCTOBER 1964 TP SEPTEMBER 1965

1

2

6 

7 

8

1

3

4 

5

7

5

3 

4 

5

7

C

TCTAL 

ME4N

MAX 

MIN

IN.

2,23u 

529

76

3J

2H

19 

Ib

li

7.8

16

i7 

16 

15 

13

13

13

12 

11 

11

7.8 

3.6

1.4

IS

i ,32s.u 

H/d

1.4

8.3

2.^

2.5 

3.2 

4.6 

11

11 

3.3

7.8

5.1

10 a ye

1,170 

/54

13-9

4B

4 ui,^o2.'5

i,=»2 lc i: 5

38 

31

24

27 

26 

2i

2&

bl6

74

59

35

31"

26 

23

17 

lo

'C5°5

^ lo

22

199

68 

38 

23 

-L...50

6,690

74 

58

50

515

2,760

879 

^32

102

82

,6,066

18

._'

47

33

31 

48 

131 

7.390

25,uuO

898 

588 

862 

834

184

16,000

8,640 

5,490

IIIIII

lt>3,37,i

30

31,3

164

1C8 

90 

74

oa

to

68 

60 

54 

50

44

47 

52

210 

l,44u

5,130

44

209

220

111 

84

62

62

49

32 

3C 

24 

19

13

24

189

118

55

2,363

13

4,6-0

a

16

13 

14 

14 

14

23.40C

,45C 

1 .900 

,170 

,910

90

68 

93

7,400 

5,810

152.86=

13

959

HI

6C 

52 

42 

37

3C

25

210 

303

201

514

836 

335

37 

20

8,916

20

9.C

.0

.C

.0

.1

.8

.9 

.9

.3

.8 

.8

.8 

.8

.1 

.1

.1

.k

' 1

___.»_

86.20

.30

171

.80

.60

.60

.40 

.40

.40 

.40

.60 

1.8

2.1 

1.1

1.1 

.80 

.60 

.60

.60 

.40

7.8

5.6

5.6 

6.0

3.6

S2.60

.40 

.001

104

6.4 

4.1

11

7.4 

2.9 

1.8 

1.1

1.1 

.60

.40

.20

C

C 

0

c

.40

1,440 

897

205 

62

23 

15

5,614.70

0 

.14 

.15

11,140
RED RIVER BASIN

7-3433. Cuthand Creek near Bogata, Tex.

Location. Lat 33°32'52", long 95°10'24" ) near center of channel at downstream side of bridge c 

State Highway 37, 6.0 miles northeast of Bogata, Red River County, and 8 miles upstream fron 

Scatter Creek.

Drainage area. 69 sq mi.

Records available.--October 1963 to September 1965.

Gage. Water-stage recorder. Datum of gage is 352.44 ft above mean sea level, datum of 1929.

Extremes. Maxlmums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak dia es above base (1,000 cfs}, water years 1964-65

Date

Mar. 9, 1964 

Apr. 22, 1964

Time

1800 

0900

Discharge

* 2,560 

1,330

Gage

height

16.45 

14.78

Date

Jan. 10, 1965 

Feb. 9, 1965

Time

0500 

1900

Discharge

2,000 

* 8,050

Oage 

height

15.83 

19.28

Date

Feb. 24, 1965 

May 11, 1965

Time

1600 

0300

Discharge

1,690 

1,840

Gage

height

15.35 

IE. 63

No flow for many days, in each year.

1963-65: Maximum discharge, 8,050 cfs Feb. 9, 1965 (gage height, 19.28 ft); no flow at times 

in each year.

Maximum stage since at least 1950, that of Feb. 9, 1965.

Remarks. Records good. No known diversion above station.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAK OCTOBER 1963 TO SEPTEMBER 1964

1

z

3

4

5

t,

7

a

'-

1C

i

2

3

4

5

t

7

8

?

0

1

2

3

4

5

t

7

d

J

C

1

TO At

ME N 

MAX

MIN

CF^M

IN.

AC-FT

£

0

0

J

0

0

0

c0

0

0

0

u

0

c

V

(J

c

(.

c

c

u

0

0

0

c

L

(,

D

r

0

U

0

0

0

0

0

0

0

0

o

0

c

c

0

0

0

0

0

0

0

0

0

0

c

0

c

c

0

d

o

0

0

0

0 

0

0

0

0

0

0

0

0

G

c

c

c

c

c

0

0

0

c

c

c

c

G

0

0

c

0

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0

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c

0

0

0

0

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0

0

0 

0

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0

(.

(,

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

c

c

0

0

0

0

0

0

0

0

0 

0

0

c

0

0

0

0

(i

0

118

50

14

4.1

1.2

.40

.10

Q

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

 

6.48

118 

0

.09

.10

373

0

22

46

9.4

3.8

2.4

1.1

.70

1.510

579

46

18

9.4

5.6

3.8

2.8

2.0

1.5

3.2

68

26

9.0

4.6

4.6

10

7.3

4.8

3.6

4.4

5.4

5.1

78.1

0

1.13

1.30

4, SCO

3.0

1.9

1.6

1.4

227

149

4

2C

1

.6

.6

.6

.1

.2

.8

.6

.0

.8

.2

.8

127

1.030

675

371

459

572

476

72

26

13

 

144

1.4

2.09

2.33

8,560

8.4

.1

.1

.4

.4

.6

.9

.0

13

4

1

.6

.6

.2

.6

1.9

1.5

l.l

.90

.70

.60

.50

.40

.30

.20

.10

0

0

0

113

172

17.5

0

.25

.29

1,080

25

5.B

3.0

1.9

1.5

1.0

.80

.70

.50

.40

.40

.30

.20

0

0

51

236

50

16

5.6

3.4

2.0

1.5

1.0

.70

.40

.10

0

0

0

 

409.40

13.6

0

.20

.22

612

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

p

0

0

0

0

0

0

0

G

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

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0

0

0

4.6

2.6

7.30

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4.6 

0

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14

1.4

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0

0

C

0

0

C

0

0

0

0

0

0

55

353

46

6.4

3.4

2.4

1.5

.90

.70

.40

.20

213

556

50

14

 

1,307.20

43.6

556 

0

.63

.70

2,590
RED RIVER BASIN

7-3433. Cuthand Creek near Bogata , Tex.--Continued

DISCHARGE! IN CUBIC FtET PER SECOND, WATER YEAR OCTOBER 1-964 TO SEPTEMBER 19b

t

£

3

it

5

t,

7

H

li.

L

2

3

4

5

6

7

B

~i

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1

2

3

4

7

8

<3

HE N

MI 

IN.

6.

3.

2.

1.

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o

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1

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3.4

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1.4

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B6 2 ;.1

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4.1

64

33

16

8.7

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l.i

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7.4

8^

47

17

a. 4

5.6

6.2

l.OBC

92

34

IB

12

8.4

5.B

4.P

3.B

3.2

3.C

i.4

173

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11

6.4

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63

36

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b.l

5.4

4.B

4.0

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17

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7.0

30

5.1

2.6

2.J

l.a

1.0

1.5

1.4

LI

1?

7.3

32

.23

17

11

 5.4

14

13

5.0

6.4

5. L

4.4

3. a

3.2

2.8

2.4

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2.0

2.0

1.0

1.0

1.0

.-50

.80

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. 70

32

27

6. C

2.4

.1L

.t?r.

.7C

.5C

.40

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1.4

2."

1.5

656

1.41C

178

38

17

11

336

356

57

54

5C

IP

1.4

6.1

4.4

6.C

1C

176

21

3.W.7C

1.8P

1.2

.QQ

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.40

.30

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.20

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0

{;

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L

16

.0

.40

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.10

.20

35

15fc

B.4

2.2

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.30

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0 

.24

-

r

n

0

r

a

c

c

f.

r

r,

C

r

,

t

f

r

0

r

^

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0

c

1

c

p

c

r

c

c

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c

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27

I.*.

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1C7.7.

 C6

214
RED RIVER BASIN

7-343S. White Oak Creek near Talco, Te.x. 

(Formerly published as Whlteoak Creek near Talco)

Location. Lat 33°19', long 9S°OS', near center of main channel on downstream side of bridge on

U.S. Highway 271, 2 miles upstream from Rlpley Creek, 2.7 miles south of Talco, Titus County, and 

2.8 miles downstream from Lick Creek.

Drainage area.--494 sq mi.

Records available. December 1949 to September 1965.

Gage.--Water-stage recorder. Datum of gage Is 286.45 ft above mean sea level, datum of 1929 (Corps 

of Engineers bench mark).

Average discharge. 15 years (1950-65), 377 cfs (278,900 acre-ft per year).

Extremes. Maximums and minimums (discharge In cubic feet per second, gage height In feet).

Annual maximum discharge (*) and peak discharges above base (9,000 cfs), water years 1961-65_

Date

Dec. 9, 1960 

Mar. 30, 1961

Apr. 30, 1962

Time

0600 

1600

O100

Discharge

* 13,400 

9.240

* 5,830

Gage 

height

18.15 

17.72

17.20

Date

May i, 1963

Sept. 18, 1964

Time

1600

Discharge

* 3,970

Gage 

height

16.72

Date

May 12, 1965

May 30, 1965

Time

1200 

1700

1300

Discharge

11, 600 

* 12,500

11,100

Gage 

height

18.05 

18.04

17.9:

Annual minimum discharge, water years 1961-65

Water year

1961

1962

1963

Date

Sept, 11, 1961

Aug. 29, 1962

Sept. 23-25, 1963

Discharge

1.4

.80

.10

Oage height

2.68

2.58

-

Water year

1964,

1965

Date

At times

Aug. 26-31, 1965

Discharge

0

0

Gage height

_

-

1949-65: Maximum discharge, 26,COO cfs Apr. 28, 1958 (gage height, 19.52 ft); no flow at time? 

In 1954, 1956, 1964-65.

Maximum stage since at least 1870, 22.9 ft- Mar. 31, 3945, from floodmarks, from Information by 

local residents.

Remarks.--Records good. Small diversions above station for municipal supply. 

Revisions. WSP 1711: Elevation of historical maximum,

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 156C TO SEPTEMBER 1961

DAY

2

6 

10 

11

13 

14 

15

iB 

19 

20

2t

26

28

MtflN

IN.

AOFT

OCT.

270 

5d 

23 

324

<S08

t3

35

14 

34 

15J

58 

37

21

14

30

153

'

2*5

.57

NOV.

8:e

384, 

S7 

44

J3

5J

ec 

4fc 

Je

1* 

18

64

6u

4<i

lit.

.2fi

DEC.

2e

27 

Z4 

25

1J.4JC 

3,o2C

3.58L 

2,2t>C

94

Of

53

43

2,196

5.13

JAN.

1.C7C 

1,160 

1,180

1,250

3,430 

4,560

88H 

510

68

06

53

62

S92

2.06

FEB.

58 

60 

64 

72

1,760 

2,510

198 

123

371

1,180

1,250

108

676

1.42

MAP.

74 

6B 

58 

54

45 

44

34 

34

536

325

ice

2 520

"303

2.11

APR.

2.980 

1.94C 

1,220 

410

311 

727

886 

422 

131

78

«

30

28

22

557

J.2t

MAY

2?

2t

is

16 

16

27 

25

20 

18 

14

11

7.3

12

13

36

19.7

.05

JUNE

1C 

11 

B.3 

6.8

5.6

4.6 

43 

22

130

IBS 

54 

24

17

108

5P

27

2,630

324

.7»

JULY

232 

52 

33 

27

22

32 

18 

14

9.8

9.6 

S.4

16

61

21

652

697

278

'

225

.53

AUG.

32

18 

13

"., 

7.2

5.4 

4.7

4.r

3.1

4.7 

't.? 

57

367

64

li.

5.9

4.6 

4.2 

3.6

3.0

53.1 

424

.11 

.12

SEPT.

2. 

2. 

2.

2.

2.

2. 

1.

1.

63 

2C6 

345

385

31 

21

11

7.3

5.2

4.2 

3.4 

3.1

2.7

«.2

38<J

^11

.H7 IN 11. AC-FT 312, Ili
RED RIVER BASIN

7-3435. Whit 

DISCHARGE, IN CUBIC FfcET

 e Oak Creek near Talco, Tex.--Continued

PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

3 

4

6

8 

9 

10

11

13

15 

16

20

21 

22 

23

25

27 

28

29 

30 

31

MAX 

M1N

IN.

4

3

2

.9 

.1

.8

1

1 

1

.7

.7

.2 

.9

.8

.3

.1

.0

.90 

.03

.9

22

13

16

B.3 

8.3

7.3

24

25 

119

34 

396 

1,510

2,360

1,920

515 

137

.90 

1.01

-

42

799 

1,560

,120

,360

,47C 

,130

,320 

,100 

555

12C

76

68

62 

58

40 

1.81

56

123

86

64

70

438 

637

111 

108 

235

484

1,8 0

2,2 D 

1,7 0

1.26

111

43 

44

42

37

65 

213

88 

72

523

1.840

2,870

~~::

1.10

636

70

282

844

1,050

447 

192

88

100 

12b

135

98

78

83 

64 

269

.89

773

171 

120

86

56

40 

35

31

30 

28 

28

164

874

5,340

1.39

1,470

49 

40

34

25

20 

19

12

11

9.8

9.0

7.2

6.1

18

.98

24

2=

30

138 

83 

88

88

38

40

28 

19

89 

72

98 

117

86

25

23

622

.22

5<i2

424 

188

34

18 

14 

13

13

11

7.3

7.3 

12 

12

27 

83

51

35 

23

11

41

345

.25

1 4

0 

3

1 4

0 

7 

0

6

T.5

4.6

3.6 

3.1 

2.4

2.0 

1.8

1.7 

1.5

1.4

1.1

1.0 

.90

.80 

.")C 

1.0

.04

.05

13

3<!6 

510

592

682 

864 

1,130

1,610

',610

213

3-- 

23

IS 

14

10 

8.1 

5.0

6.1

5.2 

4.6

4.4 

4.4

.80 

.89

WAT YR 1962: TOTAL 131,264.10 MEAN 360

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 To SEPTEMBER 1963

1 

2 

3 

4

6

7

8

10 

11

12 

13 

14 

15

16 

17 

18

21

23 

24 

25

27 

28 

29

31

MEAN

HIN 

IN.

11

61

2 9

1

9 

6

3 0 

1 7

1 0 

1 2

8 

4 3

523 

382 

132

20

12 

9.4 

7.7

5.8 

66 

486

682

177

5.8 

.41

68

42

68

28 

23 

20

19 

20 

81

448

727 

697

1,150 

1,660 

2,680

 -

532

19

481

424

90

54 

49 

48

44 

43 

44

64

114 

86

83 

93 

351

577

363

43

109

1,390

1,230

120 

80 

62

54 

51 

51

54

49 

48

48 

48 

46

40

325

40

46

33

32

33

34 

34

31 

30 

28

26

28 

28

21 

20

 

32.0

20

252

86

49

296 

269 

141

83 

90 

86

49

26 

23

19 

19 

18

16

92.6

16

14

48

66

70

28 

22 

18

16 

15

14

16

12 

10

12 

150 

1,260

138

9.6

2,170 

1,510

143

132 

240

367

148

60 

42 

34 

28

22 

18 

15 

13

133 

52

622 

484

88 

170 

460

742

621

13

808

442

80

2

5

0

4

7

9

9 

0

9

9 

6 

0 

9

6 

21

11 

7.9

5.0 

4.3 

7.2

 

87.3

4.3 

.20

5.8 

3. 

3.

2.

2. 

1.

6. 

9.

9. 

7. 

6. 

14

18 

106 

206 

172

65 

32

13

8.3 

7.T

367 

415 

135

42

60.4

1.7 

.14

39 

25 

17 

12

7.5

7.5 

8.1

5.9 

4.0

2.6 

1.8 

1.4 

1.0

.90 

.80 

.60 

.60

.60

.50

.40

.40 

.40 

.40

.30 

.2P 

.20

.30

5.05

.20 

.01

SEPT.

.20

.20 

1.6 

5.9

2.2

1.5 

11

4.3 

2.1

1.2

.80 

.60 

.50

.40 

.40 

.30 

.30

.20

.20 

.20

.1C 

.10

.10

.30 

.30 

.30

1.65

.10

.004

98
RED RIVER BASIN

7-3435. White Oak Creek near Taleo, Tez.--Continued

IN CUBIC FEET PER SEClJND, iMTER YEAR OCTOBER 19fc3 TO SEPTEKBFR 1964

1 

3

[

?

2

3

7

a

-9

1 

2 

3

K

9

1

MAX 

MIN 

CFSf 

IN.

:i:

:£.it

c' lC

I

.) 

0

c

0 

0

0 

0

c

.10

.1;

c

u

0

«

B

a

G

0

0 

.1L

1.0 

1.7 

3.8 

2.2

.50 

 oO 

1.6

0

z.c

1.7

1.2

1.1

.sc

.80

3. -5

6.6

2.5

8.5 

7.2 

5.0 

3.6 

i. 1

2.3 

Z.I 

2. 1

2.1

1.7

1.3 

1.2 

1.2 

1.1

.3L

l.C

l.C 

l.U

1.1

1.1

1.1

1.5 

3.C 

3.4 

3.3

3.0 

2.7 

2.4 

2.2 

2.1

1.9

1.7 

1.7 

L.7

1.3

i.5 

2.3

3.0

3.4

1.0

2.9

:.5

460

1%

85

26 

!3 

14 

11 

10

11

9.6 

9.8 

9.8

7.3 

6.1

5.3 

4.8

3.8

3.2 

3.1

5° 

533

67

28 

193

757 

637 

333 

121 

51

32 

22

16 

13 

42

32

26 

18 

14

13

12 

tl

2.3

.23

8.1

d.5

123

325 

186

30 

19 

14 

11

8.5

7.3 

6.4 

5.8 

4.8 

4.0

13 

868 

1.320 

2,240

3,150

2,770 

2, CEO 

1,510

4.0 

1.46

IN 0 

IN 0

283 

101

ft -3

33

21 

19

15 

14 

13 

13

12

10 

9. C 

11 

11 

9.8

9.6 

9.4 

8.8 

7. o

6.6

5.6 

5.P 

374 

<308

5.6 

.IS

CFSM 

CFSM

1.320 

1 , 36C1,250

89

26 

18

10 

5.1 

6.6 

5.6 

4.6

8.0 

26 

0.8 

12 

142

98 

40 

20 

12

5.5

3.3

2.5 

2.0

2.0 

.42

23 IN

J9 IN

1.3 

1.1

1.0

.80

.60 

.60

.50 

.50 

.40 

.to 

.40

.30 

.30 

.20 

.20 

.2C

.20

.20 

.20 

.30

.30

.20 

.10 

.10 

.10

.10 

.0009

3.17 t 

3.17 t

.10

0 

0

0

.60 

.60

.30

.30 

.30 

.40

.40

.50 

.40 

.30 

6.2 

14

18 

33 

30 

26

16

5.3 

34 

441 

426

0 

.07

C-FT 83 

C-FT 104

ICO 

32 

16 

9.2

4.3

2.5 

2.0

1.5

1.8 

1.4

1.0 

.8

4C6 

1,740 

3.620 

3,080 

2.01C

1,270 

346 

61 

25

14

652 

637 

652

3,620 

.80 

I. CO

410 

600

DISCHARGE, IN CUBIC FfcgT PER SECOND, HATER YEAR OCTOBER 156-4 TO SEPTEMBER 1965

1

2 

3

5

7 

a 

3

11

12 

13

16 

17

19 

liJ 

20

il 

22 

23 

24

27

29 

30 

31

MAX 

KIN 

CFSM 

IN.

484 

176

34 

22

16 

12

S.6 

8.1

5.6 

4.B 

4.7

3.B 

3.4 

3.1 

2.7

2.4 

2.2 

2.G 

2.0

1.3

i.B 

1.8 

1.7

484 

1.7

.06 

.07

1.7 

1.6 

1.0

1.7 

I.?

2.1 

2.4 

3.2

3.9

4.7 

4.7

4.8

5.3 

5.2 

7.0 

4L3

l,32u

1,470 

1,43J 

877

39

22

IS

1,470 

1.6 

.47 

.52

15 

13 

11 

 i.B 

9.2

3.6 

9.G 

7.5 

7.2

23

36

37 

25 

20 

17 

13

10 

5.2 

5.8 

LZ

7.5

6.3 

5.8

66 

5.0 

.04 

.04

7.2 

S.4 

10 

13 

12

13 

13 

12 

45

226

135 

106

27

20 

15 

12 

1C

5.0 

34 

245 

457

137

68 

44

7.2 

.19 

.22

23

17 

14 

12

11 

10 

354 

1.92U

10,600 

6,980 

4,120

1,250 

531 

345 

400 

389

259 

124

78 

784

2,970

 

10 

3.44 

3.58

1,460

206 

1C3 

72

54 

46 

40 

37

32 

34 

82

108 

78 

60 

51

44

38 

29 

25

24

36 

37

23 

.25 

.29

185

76 

60 

49

44 

4C

39

34

32

29 

25

26 

23 

L7 

14

22

25 

24 

24

62

88

54

13

.10 

.11

34

15 

11 

9.2

8.8 

7.7 

7.0 

7.2

4,080 

9,000 

7,190

2,290 

1,870

2,330

2,400 

1,430 

525 

152 

73

58 

51

1,660 

8,770

7.0 

3.90 

4.61

3,580

1,310 

351 

96

66 

56 

54 

66

56

46 

43 

38 

30 

24

40 

405

652

64 

40 

31 

22 

17

14 

18 

22 

20 

15

14 

.69 

.77

1

.4 

.3

.4 

.8 

.2 

.7 

.2

.9 

.6 

.5

.2 

L.O

.90 

.80

1.0

.80 

.80 

.30 

.70 

.7C

.60 

.60 

.60 

.50 

.50

.40 

.004 

.005

.30

.20 

.20 

.20

.20 

.20 

.30 

.50 

.70

.70 

.50 

.40 

.40

.30

.30 

.20

.20

.10 

.10 

.10 

.1C 

.10

.10 

0 

0 

0 

0

0 

.0004

.0005

.20 

.20 

.60 

1.9 

2.2

2.2 

2.1 

2.2 

3.1

3.1

2.8 

2.2 

1.8 

1.5 

1.1

.80 

.70 

.50 

.40

.40 

24 

58 

319 

449

35l 

106 

34

17 

8.8

.20 

.09 

.11

WAT YR 1965: TOTAL 137, 031. oO MEAN 375 MAX 10,600 MIN 0 CFSM .76 IN 10.32 AC-FT 271,800
RED RIVER BASIN 61

7-3442. Texarkana Reservoir near Texarkana, Tex.

Location.--Lat 33°18'16", long 94°09'38", in intake structure of Texarkana Dam on the Sulphur River 

on U.S. Highway 59, 10 miles southwest of Texarkana, Bowle County.

Drainage area.--3,443 sq mi.

Records available. July 1953 to September 1965.

Gage. Water-stage recorder. Datum of gage Is mean sea level, datum of 1941, levels by Corps of 

Engineers. July 19 to Dec. 31, 1953, staff gage at site about 125 ft upstream at datum 200 ft

higher.

Extremes. Maximums and minimums (contents in acre-feet, elevation in feet) are contained in the 

following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

Dec. 20, 1960 

May 10, 1962 

May 27, 1963 

May 4, 1964 

Feb. 20, 1965

Contents

610,300 

387,200 

277,800 

442,800 

565,800

Elevation

234.05 

228.65 

225.31 

230.14 

233.08

Minimum

Date

Feb. 9, 1961 

Feb. 15, 1962 

Feb. 21, 1963 

Feb. 4, 1964 

Feb. 6, 1965

Contents

155,700 

149,700 

145,500 

149,100 

149,500

Elevation

220.49 

220.21 

220.01 

220.18 

220.20

1953-65: Maximum contents, 1,700,000 acre-ft June 12, 1957 (elevation, 250.36 ft); minimum 

after deliberate impoundment began, 137,500 acre-ft Sept. 5, 1958.

Remarks.--Reservoir is formed by an 18,500-foot earthfill dam, a 200-foot uncontrolled concrete 

spillway, and a mile-long dike. Flood-control outlet works consist of two 20-foot diameter con-

, j.io,oOO acre-ft (elevation, 220.0 ft); and at invert of two 20-foot diametei 

conduits, 2,600 acre-ft (elevation, 200.0 ft). Figures given herein represent total contents. 

Reservoir built for flood control and conservation. Capacity table based on 1948 survey. Storage capacity by monthly allocation is reserved for the cities of Texarkana, Tex., and Ark., and 

varies from 200 acre-ft in February to a maximum of 13,400 acre-ft in April. At end of water ye

Cooperation. Records furnished by Corps of Engineers and reviewed by Geological Survey. 

Revisions (water years). WSP 1561: 1957(M) . WSP1711: 1959(M).

Capacity table

220

221

222

223

145,300

166,400

189,300

213,800

rs 1961-65 (elevation In feet, and

240,200

268,400

298,500

330,400

228

229

230

231

364,100

399,700

437,200

476,800

232

233

234

235

re-feet)

518,400

562,100

607,900

656,000
RED RIVER BASIN

7-3442. Texarkana Reservoir near Texarkana, Tex.--Continued

CONTENTS, IN ACRE-FEKT, AT 0700 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

OCT. NOV. DEC. JAN. FEB. MAR. JUNE

(t)

(*) 

MAX

MIN

194,700

193,700

193,200

196,700

QOO

199,100

199,100

200,400

200,800

201,600

197,200

196.400

197,200

198,400

204,000

211,400

218,600

223,300

226,800

224,600

223,300

221,800

219,100

216,500

214,100

201,800

201,100

197,200

189,100

182,000

180,400

178,300

177,600

177,400

174,200

171,900

167,600

165,800

165,400

165,000

165,000

164,100

163,700

163,100

163,100

163,300

162,800

163,100

163,500

163,700

159,000

157,800

157,800

157,100

157,100

159,000 

163,500 

171,200 

178,600 

1B3.800

192,500

196,400

260,800

344,900

424,900

402,200

542,000

574,000

592,800

603,300

474,100

459,000

440,100

437,600

426,700

418,100

408,000

408,700

417,700

416,600

419,200

418,800

415,500

414,300

418,500

421,800

423,400

423,000

421,100

412,500

401,200

387,200

371,000

354,300

210,900 

192,500 

179,500 

Ib7,400 

160,500

157,400

156,900

156,300

155.000

156,100

155,900

156,300

157,800

159,700

160,300

161,800

164,100

164,300

162,000

165,000

220.8 

-42,300 

201,800 

162,000

566,700

548,100

534,200

517,600

501,000

484,300

164,600

163,300

168,300

231.2

322,300

609.300

223.60

-254,600

474,100

220,700

221.08 

-61,400 

210,900 

155,000

223.80 

+bfa,600 

234,900 

161,600

224.65 

-13,800 

274,500 

257,200

CALENDAR YEAR I960.................... * +133,000

WATER YEAR 1960-61.................... *-6,100

225.32 

+19.500 

278,100 

239,700

223.61 

-48,200 

280,200 

224,600

202,300

202,100

201,300

200,400

109,400

199,400

198,600

208,200

206,500

201,300

109,000

108,100

198,600

100,100

199,100

198,400

105,000

102,200

101,500

100,300

189,100

189,100

188,800

221.99 

-14,900 

204,000 

188,400

In feet, at end of

CONTENTS, IN A^RE-rEET, AT 0700 HOURS, WATER YEAR OCT

DAY

1

2

Z

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(t) 

(*)

MAX

MIN

OCT. j NOV. ] DEC.

194,200 | 177.000 172.600

193,200

194,700

193,200

191,500

188,800

187,000

186,300

185,900

185,600

185,600

185,200

185,000

183,100

181,500

181,100

181,100

180,800

180,400

180,200

179,900

179,500

179,200

178,800

178,300

177,400

177,200

176,700

176,500

176,500

177,200

221.47 

-11,900

194,700

176,500

175,800 , 174,000

176, 300

172,400

170,600

167, LOO

166,700

165,000

163,900

162,600

161,800

161, bOO

161,800

161,600

161,000

163,300

162,800

163,100

163,000

164,100

163,700

167,100

172,800

173,500

174,400

174,000

173,100

173,300

175,600

1.75,800

221.41 

-1,400

177,000

161,000

175,400

174,000

171,700

175,100

171,500

168,000

170,300

169,200

169,200

173,100

169,200

171, 700

175,600

174,700

182,000

190,800

197,600

204,800

209,700

213,600

214,400

210,900

207,200

203,300

197,200

193,000

184,700

182,900

181,500

+5,700

214,400

168,000

JAN.

1 76. 500

1 73, 800

170, 100

166,000

1^3,900

162,600

160,700

159,900

158,400

161,000

161,600

159,300

155,900

154,000

160,500

162,400

164,300

163,100

163,100

162,800

162,000

164,800

165,200

166,000

167,400

169,600

174,700

180,400

181,300

183,100

184,700

+3,200

184,700

154,000

FEB.

177,000

170,500

180,300

199,400

204,000

201,600

197,200

189,600

180,400

166,900

161,200

15b,500

153,300

151,000

150,400

153,600

156,300

157,400

155,200

154,200

157,400

158,600

161,400

165,800

166,400

169,400

180,400

195,900

__ _ __

-----

+11,200

204,000

150,400

MAR.

J02 .300

203,500

206,000

207,200

209,700

208,000

205,800

201,800

195,200

189,300

185,900

187,200

185,200

182,200

181,500

178,800

175,400

176,500

177,000

176,300

175,400

169,900

167,800

166,900

171,000

171,500

173,300

176,500

179,900

182,900

186,300

-9,600

209,700

166,900

APR.

189,300

190,500

'93,700

196,700

100,600

201,800

205,500

207,200

209,700

212,600

212,400

210,400

204,000

200,400

195,200

194,200

192,200

192,500

194,700

198,100

200,100

200,600

198,600

196,400

196,900

198,100

200,400

210,200

216,500

224,900

------

+38,600

224,900

189,300

BER 1961 TO SEPTEMBER 1962

MAY

237, "00

248,100

'.60,000

276,000

301,700

328,800

354,000

371,600

384,000

387,200

381,200

370,500

356,300

339,800

322,400

303,600

283,500

276,600

269 ,000

765,600

263,100

260,500

258,800

258,600

257,400

257,200

256,300

255,700

257,400

258,000

257,200

+32,300

387,200

237,000

JUNE

250,700

2o' . BOO

260.800

257,400

256 .000

254,000

253,800

255,200

254,600

254,000

254,900

257,700

250,700

259,100

257,400

255,200

252,900

249,000

247,600

?46,400

246,100

245,000

244,200

243,000

243,300

243,000

241,000

240,200

241,000

243,900

-13,300

260,800

240,200

JULY

24^.300

24° . "10

250, MJO

240,000

248,410

248, 100

248,700

240,000

240,300

251,200

240,000

244,200

230,900

232, bOO

225,400

221,000

219,100

218,100

216,800

216,800

217,800

219,600

221,500

222,800

223,900

224,400

223,300

223,300

222,300

221,200

221 ,?00

-22,700

250.600

216,800

AUG.

221,100

?22,3nu

221,000

220,200

218,600

217,300

217,000

216,500

217,000

215,700

214,900

?13,600

211,400

210,400

210,200

210,200

209,900

200,200

208,000

208,200

207,200

206,500

206,500

206,200

206,500

206,000

205,300

204,500

203,000

204,500

204,000

-17,200

222,300

203,000

SEPT.

?0i- ,000

205. HOD

203,300

201,100

200, 800

201,600

206,000

208,900

211,400

212,100

210,200

208.700

206,500

203,500

206,200

207,700

208,700

209,400

210,900

211,200

214,400

212,900

208,400

204,500

109,600

193,700

192,200

189,100

187,900

187,200

------

-16,800

214,400

187,200

CALENDAR YEAR 1961.................... * -302, 800

WATER YEAR 1961-62.................... * -1,900

t Elevation, in feet, at end of month. 

* Change In contents, in acre-feet.
RED RIVER BASIN

7-3442. Texarkana Reservoir near Texarkana, Tex.--Continued

CONTENTS, IN ACRE-FEET, AT 0700 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

12 

13

14

16

17

18

19

20

21

23

25

26

27

29

30

31

(t)

(*)

MAX

MIN

OCT.

191,300

190,000

188,800

187,000

188,200

190,800

192,000

189,800

190,300

188,800

188,600 

188,800

189,300

192,500

194,200

1.95,400

1.95,000

1.94,200

193,700

184,700

180,600

179,500

178,300

176,300

175,800

1.78,300

180,200

-7,000

195,400

175,800

NOV.

183,200

187,500

188,400

189,100

189,300

1.89,100

1.90,000

192,500

1.92,700

183,600

173,100 

169,400

167,600

166,400

163,700

163,500

162,800

163,900

166,400

1.66,400

166,400

168,000

168,700

171,700

173,500

173,300

-6,900

192,700

162,800

DEC.

174,000

175,600

173,800

180,200

193,700

200,600

206,500

209,700

208,700

203,300

188,600 

185,200

180,400

166,200

161,800

160,300

158,200

156,700

156,900

156,500

155,000

157,400

157,600

157,600

156,300

157,800

158,200

-15,100

209,700

155,000

JAN.

158,400

160,100

160,500

158,000

159,300

15b,600

158,400

162,200

163,100

166,400

167,400 

168,500

169,900

173,800

170,800

170,100

166,400

160,600

156,500

153,600

151,200

150,800

151,400

152,500

152,500

152,900

152,700

-5,500

173,800

1.50,800

FEB.

152,900

152,300

151,000

150,400

149,700

149,500

148,900

148,900

148,700

149,100

149,100 

150,400

150,000

148,000

148,700

148,500

148,900

148,900

147,400

148,000

148,700

148,900

149,100

149,100

149,500

-3,200

152,900

147,400

MAR.

154,600

156,100

159,500

164,300

17L.OOO

177,400

182,000

186,800

19L,000

19L,800

196,700 

197,400

197,200

202,100

204,500

205,300

206,500

206,700

205,800

202,100

198,400

199,400

200,400

199,100

199,100

199,900

199,100

+49,600

206,700

1.54,600

APR.

196,700

194,000

192,200

191,800

190,800

195,700

199,100

201,800

203,000

202,600

198,600 

196,900

195,000

192,000

190,800

191,300

191,800

191,800

1.92,500

191,300

1.92,200

191,500

191,500

1.92,700

193,700

200,800

+8,400

Z07.500

190,800

MAY

213,800

223,100

230,700

237,600

241, 300

244,700

246,400

251,200

255,200

261,400

268,200 

267,600

265,600

265,100

263,600

262,300

262,200

261,700

261,400

262,000

262,000

263,900

265,600

265,600

270,300

270,000

264,500

+57,000

270,300

213,800

JUNE

261,100

260,800

260,500

260,500

259,400

257,700

256,000

254,900

252,600

250,400

245,300 

243,300

243,900

242,700

243,000

242,700

243,000

245,000

245,800

245,800

245,600

243, 300

240,200

238,400

237,600

236,800

-28,800

261,100

235,700

JULY

235,700

234,900

234,900

234,100

233,100

232,600

232,300

231,500

230,200

229,400

228,900 

229,100

228,900

236,800

234,900

234,400

233,900

233,900

231,800

227,000

232,300

210,900

219,100

218,900

219,100

221,800

229,100

-6,600

236,800

218,900

AUG.

231,000

231,500

230,700

228,100

224,600

222,000

219,900

218,300

217,000

216,500

213,800

213,800

211,200

209,400

209,200

208,400

208,200

207,200

206,500

206,500

206,700

205,800

205, 500

205,000

204,300

204,000

204,500

-24,600

231,500

203,800

SEPT.

204,000

204,300

204,300

204,000

203,300

203,000

202,800

202,300

201,600

20L,100

200,800 

199,600

198,600

196,900

196,400

195,900

196,700

196,400

196,400

193,500

193,500

193,700

193,500

193,000

192,500

192,500

-13,000

204,300

191,500

CALENDAR YEAR 1962.................... t -23,300

WATER XEAR 1962-63.................... t +4,300

t Elevat

* Change contents, in

COMTENTS, IN ACRE-FEET, AT 0100 HOURS, WATER YEAR OCTOBER 1963 Tu SEPTEMBER 1964

DAY

1

2

3

5

6

7

8

9

11

13

14

15

17 

18

21

23

24

25

27 

28

29

30

(t)

(*)

MAX

OCT.

191 300

191,000

190, 300

189,100

188,800

188,400

167,900

187,500

18b,800

ib5 400

1»4,700

ITH 300

183,800 

ibi, 100

-02,400

162,200

181,800

181,100

180,400

i /s,900

179 000 

178.300

i n ,600

.77,200

=:21.4

It 800

191,300

176,700

NOV.

170,300

176,300

175,600

174,900

174,200

173,100

171,700

171,000

171,000

-L/. 1,300

L6b,700

168,500

168,000 

168,700

I6b,300

170,100

169,200

171,200

169,000

165,800

Ib2,600 

162,200

Io2,200

162,200

220.8

-14,500

176,300

162,200

DEC.

161,400

161,200

161,400

159,900

159,900

159,700

159,700

155,500

102,800

1(53,100

162,600

161,600

159,700 

159,500

158,400

157,400

157,600

158,800

158,200

158,000

158,000 

157,800

157,600

156,100

220. 5

-6,100

164,600

156,100

JAN.

156,500

156,500

156,500

155,700

155,900

155,900

155,900

158,600

134,400

154,000

152 , 100

151,400

Lil .900 

151 600

152,100

151,900

15J ,oOu

151,600

152,300

152,500

151,600 

150,800

150,800

151,200

220.3

-3,800

158,600

150,800

FEB.

151,400

151,200

150,600

155,400

155,000

154,600

154,600

155,900

155,700

155,^00

154,400

156,700

15Z,900 

ii4,200

154,800

153,300

152,500

152,700

152, 500

152,900

152,500 

154,400

153,600

220.4

TL,3UO

lb(r,900

149,500

MAR.

153,600

153,800

154,600

157,800

157,600

158,600

160,700

166,000

Ib4,300

lbb,400

'06,400

164,800

167,800 

169, eOO

169 , 600

170,600

165,200

16'J, 100

160, 100

161,200

163, ino

164, 300

1^4,300

165,600

221.0

-rll, 800

170,600

153,600

APR.

166,200

167,400

166,000

168,000

168,000

167,800

169,000

170,600

177,200

b2 200

182,400

182,700

182,400 

182,400

183,100

182,700

162,700

194,000

206, 500

/36,200

259,200 

325,200

301, -.00

393,600

228.8

+228,200

393,600

166,000

MAY

413,200

429,000

437, 200

440,800

436,900

-t29,000

420,000

405,300

^68,400

330,700

312,500

293,400

277,800 

272,400

268,400

266,200

2&5.100

2o4,800

26-t,500

264,200

2o3,400 

263,400

260,500

263,100

224.8

-120,400

441,600

260,500

JUNE

267,000

268,400

270,600

278,400

2b4,100

290,100

t 95,50u

302,300

3-5,700

32l 100

320 500

31K,900

315, 200 

319,200

318,900

310,200

321,300

32c 100

332,000

336,600

338,100 

334 400

332,700

330,700

227.0

+66,500

339,100

267, OOu

JULY

320,400

327,500

327,200

325,900

32-t,900

324,900

324,000

323,000

32 i. 100

317, 60u

315,700

314, 70u

312,800 

311,000

311,900

311,600

310,000

308,700

307,700

307,400

304,600 

304,200

303,600

303,300

226. 1

-29,000

329,400

301,700

AUG.

301,700

30U,700

2v<,,BOO

296,200

296,400

^95,500

295,500

294,300

294,300

^V3,400

292,800

29+jOOO

208,800 

207,000

300,700

299,800

298,500

299,500

208,800

299,800

298,200 

208,500

297,900

297,000

225.9

-5,300

301,700

202,800

SEPT.

205,200

294,900

203,100

29,1,800

2^1,900

2t9,200

288,900

286,600

i.--i , 100

2£i,200

283,500

28t,900

300,400 

301,000

300,400

303,300

304,200

300,100

297,900

252,500

20u,700 

201,300

290,700

200,400

225.7

-6,000

304,200

282,600

CALENDAR YEAR 1963.................... * -2,100

WATER YEAR 1963-64................ ... * +98,900
RED RIVER BASIN

7-3442. Texarkana Reservoir near Texarkana, Tex.--Continued

CONTENTS, IN ACRE-FEET, AT 0700 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2

3 

4 

5

6

8

9

11 

12 

13

17

19

24

27

28 

29

30

31

(t) 

(*)

MIN

OCT. 

290,990

280,790 

287,980

280,470 

261,390

243,310 

237,830 

234,400

223,340

200,350

87,240 

83,360 

80,160 

77,870

221.50

NOV.

170,330

168,960 

168,510 

165,390

164,120

170,560

173,530

175,360 

177,420

177,650

221.52

164,120

DEC.

173,080

161,590

163,280 

163,070 

161,800

157,990

156,510

155,030

155,660

220.49

154,610

JAN.

157,660

157,880

165,140 

164,700 

164,920

166,680

164*700

157,030

158,300

160,630

159,360 

161,270

220.76

FEB.

164,920

197,310 

235,620 

258,730

300,390 

507,510

561,200

541,880

506,260

__- 

231.44

149,470

MAR.

476,040 

470,020

434,940

396,070 

363,060

290,880

231,120

198,530

196,330

192,210 

193,660

222.18

APR.

193,900

193,180 

191,720

191,960 

191,720

191,480

101,960

192,030 

194,150

222.2

MAY

194,630 

194,630

193,900

206,370 

211,580 

221,140

231,120 

275,890

403,420 

431,140

459,290

420,590 

404,160

229.12

193,660

JUNE

366,210

370,800

361,680 

354,870

344,410

342,400

340,720 

330,720

337,040

227.2

337,040

JULY

326,450 

325,160

327,090

323,880 

322,910 

321,950

314,300

312,710

312,400 

312,080

311,130

311,450 

310,810

226. 39

310,810

AUG.

307,010

308,600

305,120 

303,540

301,960 

300,700

295,120

293,300 

293,000

225.82

SEPT.

291,790 

291,790 

289,970

286,660

286,960 

284,260 

283,960

283,360 

282,160

280,070

278,870 

277,980

277,980

279,170

278,870

280,960 

283,660

225.51

277,980

CALENDAR YEAR 1964.................... *-440

WATER YEAR 1964-65.................... $-6,730

t Elevation, 

t Change in
RED RIVER BASIN 677

7-3444. Red River near Hosston, La.

Location. Lat 32°53'35", long 93°49'20", In SVl£ sec.16, T.22 N. , R.14 W. , near left bank on downstream side of bridge on State Highway 2, 1.8 miles downstream from Dry Bayou, and 3.2 miles east 

of Hosston.

Drainage area. 57.041 sq mi, of which 5,936 sq mi above Denison Dam is noneontributing. 

Records available. October 1957 to September 1965.

Gage.--Wire-weight gage read once daily. Datum of gage is 161.56 ft above mean sea level, datum of 

1929, supplementary adjustment of 1941 (levels by Corps of Engineers). Prior to Feb. 20, 1962, 

graphic water-stage recorder at same site and datum.

Average discharge.--8 years, 17,190 cfs (12,450,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

196Z 

1963 

1964 

1965

Maxim 

Date

Apr. 5, 961 

Nov. 28, 961 

Dec. 1, 96Z 

Apr. 29, 964 

Feb. 13, 965

Discharge 

(of a)

95,000 

7O.OOO 

59,100 

81,000 

86 , 000

Gage height 

(feet)

18.65 

17. 1Z 

15.30 

18.25 

18.70

Minimum daily

Date

Sept. 5, 1961 

Several daya 

Sept.ZS, 1963 

Nov. 15-16, 1963 

Nov. 19, 1964

Discharge 

(cfa)

3,240 

3,500 

1,500 

850 

Z.680

Gage height 

(feet)

~-

1957-65: Maximum discharge, 214,000 cfs May 7, 1958 (gage height, 27.89 ft); minimum daily, 

850 cfs Nov. 15-16, 1963.

Remarks. Records good. Regulation by Lake Texoma (see station 7-3315) and Texarkana Reservoir (see 

station 7-3442). Records of chemical analyses and water temperatures for the water years 1964-65 

are published in reports of the Geological Survey.

DAILY MEAN GAGE HEIGHT, IK FEET, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

4 

5

6

7

8 

9

10 

11

13 

14

16 

17 

18

20

Zl 

2Z 

Z3

Z5

26

Z7 

Z8 

29 

30

OCT.

8.00 

8.25

7.84 

7.58

7.39

8.7L

7.74 

7.38

7.28 

6.95

10.30

1.88 

2.14 

2.33 

2.38 

2.42

NOV.

1.63

1.28 

0.74

10.22

9.38

8. 52

8.12 

8.02

8.07 

8.10

7.63

7.28 

6.87 

6.63 

6.76 

0.94

DEC.

6.67

6.32 

6.12

6.22

0.03

8.20

7.37 

6.29

3.67 

3.03

1.41

0.79 

0.52 

0.41 

0.40 

0.37

JAN.

2.28

4.55 

4.40

3.86

2.57

1.48

1.12 

1.04

1.04 

1.06

1.01

0.98 

0.92 

0.83 

0.74 

0.76

FEB.

10.97

10.76 

10.52

10.37

9.83

11. L5

10.53 

10. L<»

12.22 

13.58

15.04

14.46 

13.87 

13.38

MAR.

2.08

0.91 

0.62

0.64

0.71

2.38

2.59 

2.37

1.26 

1.40

1.54

0.98 

0.80 

1.43 

2.95 

4.67

APR.

8.08

8.03 

7.31

6.41

5.31

4.05

3.39 

3.18

1.56

1.17

0.71

0.52 

0.48 

0.33 

0.06 

9.71

MAY

9.27

8.83 

8.88

0.71

4.80

3.89 

3.19

9.68 

8.97

8.58

8.85 

9.60 

8.95 

9.07

8.87

JUNE

7.85

:

-

8.86

9.34 

8.75

7.82 

7.52

7.23

7.34 

7.89 

8.43 

8.60 

8.55

JULY

7.67

7.49 

7.73

7.91

7.90

7.38 

7.42

7.88

8.00 

10.22 

13.32

13.15 

12.18

10. L9 

9.77

10.03 

11.23 

L2.21 

L2.07 

LI. 32

AUG.

9.20

8.40 

8.02

7.58

7.12

7.07 

6.85

6.38

6. 77 

6.97 

8.03

9.11 

8.92

8.27 

8.09

7.82 

7.22 

6.72 

6.52

6.49

6.28

SEPT.

5.82

5.84 

5.71

5.89

6.25 

6.35 

6.35

6.18 

5.86

6.22 

6.75

8.00 

9.51 

10.82

9.97 

9.57

8.17 

7.48

6.99 

6.71 

6.60 

6.56 

6.38
RED RIVER BASIN

7-3444. Red River near Hosston, La. Continued

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 19el TO SEPTEMBER 1962

DAY

1 

2 

3

5

6 

7 

8

9 

10

11 

12 

13

15

16 

17

18

19 

20

21 

22

22 

24 

25

27 

28 

29

20

OCT.

6.84 

6.9e

7.00

0.34

9.40 

9. 50 

9.65

e.67

8. 13 

7.73

7.20

10.35 

10. 24 

9. 74

9.24

8.91

8.70 

8.81 

8.77

7.80 

7.27 

6.07

6. 34

NOV.

6.56

6.61 

6.60

6.22 

7.25

7.95

7.50 

7.47 

6.3B

6.50

8.46 

B.59

10.80 

11.55 

13.50

16.65 

16.96 

15.52

14. 51

DEC.

13.79 

13.04

12.11

10.90

10.67 

10. 5B 

10. 52

11.45

13.30 

14.04 

14.56

14. 33

14.01 

14.09

14.07

13.40 

3.24 

2.20

1.2B

1.08

JAN.

10.64 

10. 8B 

11.00

10. ° 

10. 1 

10. 1

10. 1

10. 19 

9.92 

9. 57

9.50

12. 44 

12.32

12.06

11.80 

12.60 

13.34

14. 23

-

FEB.

_

12.27 

11. B3 

11. 54

11.42

10.65 

10.40 

10.28

O.B2

12 29 

12.26

11.90

11.48

11.90

12.75

14.38

14.60

 

MAR.

15. U7 

14.30 

14.50

13.78

13.42

12.90

11.37 

11.85 

12.37

11.89

10.07 

9.93

9.80

9.74 

10.74 

10.33

10.60 

11.49 

12.56

12.72

Z '

APR.

11. 30

11. 59 

13. 72

13. 19

12.58 

12.37 

11.91

11.52

11.10

11.00 

10.60

1.78

9.44 

10. 29

11.02

11.00 

10. 57 

10. 21

13.10 

13.79 

14.03

14.21

MAY

14.48 

14.59 

14.42

13.19

12.62 

11.82 

10. 86

10.01

9. 39 

9.08 

8. 77

8. M

8.70 

P. 55

8.23

7.46 

7.27

6.69 

6.20 

5.89

5.63

JUNE

5.48 

5.54 

5.81

7.63

11.48 

12. 10

10. 81

11.00 

12. 58 

13.°8

14.89

13.35 

13.00

12.97

12. 78 

12. 3«

11.90

11.87 

12.26

11.12

JULY

10. 32

0.78 

9.83

10. M

10.09

9. 10

8.52 

B. 50 

8.23

7.64

7.25 

7.00

6.50

5.85 

0.03 

0.43

6.88 

6.73 

6. 50

AUG.

6.75 

6.80

6.85

6.88 

7.72

7.40

6.86

6.42 

6.01 

5.82

6.32

5.65 

5.45

5.35 

5.60

6.09

SEPT.

6.09 

5.66 

5.29

7.03 

7. 18 

7. 39

7.44 

8.28

10.6° 

12.67 

12,41

10.48 

0.03

8.73

a. 59

8.50 

8.38

8.00

a. is

8. 19 

8.05 

7.62

7.20

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

2 

Z

e

7

9

11

16

18 

19 

20

21

22

26

28 

29 

30

OPT.

6.65 

7.02

8.25

10.19

8.80 

8.40

8.11

8.00

8.08

8.13

a. 20

9.62 

1.59

4.85

4.97

1.72 

0.76

0.93

1.05 

0.79

9.84 

8.35 

8.19

NOV.

12.38 

12.17

11.73

10.63

0.29

°.~'3

10.01

0. 92

9.77

9.31

8.73

a. 29

7.28 

6 94

7.62

7.48

7.10

8.13 

11.20 

14.69

DEC.

14. 16 

13.53

13.04

12.74

12.09

11.66

11 24

11.32

11.09

10.04

10. ""B 

10.76

10.61 

10.39

8.83

8.63

8.84

9.83 

9.65 

9.32

8.88

JAN.

8.54 

8.55

8.63

8.32

12.01

12.01

11.59

11. 13

10.85

9.95

9.84

9.13 

9.02

8.57

8.51

8.35

7.05 

7.32

FEB.

7.68 

7.51

7.39

7.01

6.47

6.20

5.78

5.56

5.7

6. 1

6.7

6.0

5.8

5.0

4.8

4.8

MAR.

5.70 

7.04

8.02

9.85

0.74

9.62

9.07

8.85

9.68

11.65

12.36

12.33 

12.20

12.08

13.27

13.48

11.22 

11.02

APR.

8.65 

8.08

7.61

7.01

8.59

8.97

8.81

8.64

8.31

7.84

7.43

7.08 

7.31

6.30

7.25

8.13

6.90 

11.08

MAY

14.88 

14.58

13.07

12.73

10.91

10. 36

9.35

8.82

8.68

8. 51

R.22

7.40 

6.83

0.60

6.89

6.89

6.25 

6. 59

JUNE

6.03

6.75

6.49

5.71

5.52

5.55

5.55

6.00

6.28

6.02

5.22 

5.52

7.51

7. 19

7.07

6.29 

5.87

JULY

5.27 

5.52

5.80

5.74

5.73

5.80

5.83

5.62

5.27

5.61

8.41

9.32 

a.40

7.83

7. 57

7.49

6.30 

6.43

AUG.

6. 76 

7. 31

8. 12

7.80

7. 14 

6.86

6.49

5.07

5.44

5.33

5. 54

5. 59

5. 14 

5.05

4.62

4.42

4.41 

4.57

4.87 

5. 13

SEPT.

4.97 

4.89

5.27

5.63 

5.36

5.07 

4.76

4.47

4. 30

4.49

4.97

5.07

5.07

4. 64 

4.53 

4.84

4.78

4.27 

4.18

4.05

3.98 

4.09

4.46 

4.36 

4.35
RED RIVER BASIN

7-3444. Red River near Hosston, La.--Continued

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2 

3

4 

5

6

7 

8

10

11 

12 

13

14 

15

16 

17 

18

20

22 

23

25 

26

28 

29 

30

31

OCT.

4.34

4.33

3.95

3.70

3.65

3.80 

3.98 

4.23 

4.21

4.05 

4.19 

4.32

4.58

4.39 

4.20

3.89 

3.80

3.68

NOV.

3.81

3.78

3.64

3.60 

3.63 

3.43 

3.35

3.90

4.36 

4.70

4.54 

4.45

DEC.

4.41

3.89

3.73

3.80 

5.10 

5.94 

5.61 

5.25

5.12

5.05 

4.89

4.90

4.99

4.90 

4.82

4.81

JAN.

4.79

3.97

3.83

3.94 

3.98 

4.01 

4.03 

4.02

3.93

3.78 

3.74

3.99

3.91 

3.89

4.85 

4.51

4.40

FEB.

4.39

6.53

6.64

6.62 

6.59 

6.63 

6.64 

6.61

6.57 

6.49 

6.45

6.38

6.20 

5.93

4.93 

4.50

MAR.

4.45

9.24

8.61

8.49 

8.63 

9.00 

0. L5 

1.72

2.96 

2. L9

1.36

0. L3

9.43

9.23

8.97

APR.

8.40

8.88

12.58

12.32

11.39 

10.51 

9.71 

8.91

8.68 

8.52 

8.18

7.48

8.05 

8.50

7.8

8.1

MAY

16.83

12.53

10.88

10.52 

10.32 

10.45 

11.08 

12.12

12.50 

12.22 

1L.85

1L.OO

9.46

8.01

6.80

6.40

JUNE

6.33

6.80

5.90

5.85 

5.89 

5.79 

5.60 

5.45

5.35 

5.43

5.83

6.28

5.21 

10.36

8.96

8.39 

7.78

JULY

6.50

4.78

5.23

5.40 

5.27 

5.09 

5.10 

5.30

5.65 

5.84 

5.79

5.33

4.69 

4.76

5.32

4.80 

4.60

4.60

AUG.

4.57

5.32

5.62

4.92

4.96 

5.00 

5.29 

5.50 

5.70

5.87 

5.78 

5.42

5.20

5.32 

5.60

5.65

6.40 

6.85

7.75

SEPT.

9.86 

11.71 

11.41

10.19 

9.51

8.37

6.61

5.91

5.82 

5.83 

5.72 

5.45 

5.22

5.38 

5.98 

6.60

7.51

7.99 

7.76

8.68 

8.33

11.20 

11.07

DAILY MEAH GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5 

6

7 

8 

9

10

11

12

13

14

15

16

17

18 

19

21

23 

24

26

28

29

30

OCT.

14.78

14.33

13.05

11.59

9.22

8.63

8.29

8.18

7.99

7.82

7.69

7.54

7.29

7.10

6.85

6.47

6.83

6.43

6.09

6.11

6.18

NOV.

6.00

6.02

6.11

6.07

5.61 

5.49

5.2L

5.09

5.19

5.4L

5.60

5.56

5.38

5.17

4.99

14.86

12.71

11.08

10.26

9.70

DEC.

9.22

9.21

9.52

9.58

9.11 

9.17

9.10

9.01

8.99

8.98

9.19

9.99

10.46

10.24

10.01

7.08

6.88

6.37

6.11

5.99

JAN.

5.90

5.93

5.82

5.99

6.60 

7.37

8.19

9.49

11.22

12.01

2.11

1.98

1.41

0.59

0.00

9.53

9.80

10.04

10.71

10.52

FEB.

8.62

8.38

8.09

7.84

7.60 

8.03

9.87

13.42

6.70

8.36

8.45

7.18

6.07

5.45

5.08

2.13

2.54

4.54

______

 

MAR.

14.02

13.60

13.20

12.97

12.57 

12.00

11.49

11.19

11.08

11.01

10.96

10.96

10.96

10.95

10.91

10.40

10.26

10.01

9.85

9.50

APR.

2.79

3.11

3.04

2.53

1.80 

11.39

L0.87

10.28

9.94

9.74

9. 78

9.81

8.89

8.24

7.89

7.18

6.67

6.10

6.11

6.21

MAY

6.29

6.07

5.95

5.91

5.81 

5.77

5.72

5.95

7.60

10.11

10.95

13.00

13.87

13.42

13.11

11.59

11.42

10.98

11.01

12.26

JUNE

4.52

3.63

2.78

2.23

0.30 

9.49

8.96

8.96

8.90

8.62

8.47

8.50

8.69

8.71

8.57

8.27

7.89

7.74

7.80

8.50

JULY

8.60

8.21

8.00

7.30

7.05 

7.00

7.01

7.00

6.36

5.85

6.19

6.68

6.88

6.82

6.55

6.68

6.25

6.78

7.07

6.79

AUG.

6.69

6.32

6.22

6.42

6.20 

5.88

5.31

5.23

6.02

6.33

6.25

5.78

5.19

4.97

5.03

5.02

5.15

6.80

6.68

6. 12

SEPT.

5.00 

5.29

5.72

6.35

5.66

5.18

5.07 

5.07 

5.10

5.04

5.00

5.05

5.47

5.27

5.18

5.22

5.49

5.87 

5.45

5.18

6.54

9.08

10.68

10.20

9.56
RED RIVER BASIN

7-3444. Red River near Hosston, La.--Continued

DISCHARGE? IN CUBIC FEET PER SECOND. WATER YEAR GCTOBER 1960 TO SEPTEMBER 1<=61

1

3 

4 

5

7

9 

10

13 

14

17

19 

21

25

28

30

MEAN 

MAX

9.0UO

8, tOu 

7,800

12, SCO 

11,100

18,400

32,900

33,700

32.1GC

12.4CO

1C.5JO

9,000

7,800

5,300

32,100

36,500

90,000

25,700

18,400

90,000

31,300

26,500

22,500

22,500

21,100

54,000

14,400

24,100

51,000 

51,000

33,200

51,000

25.6UO

3C.200

31,00

22, SCO

61 ,800

APR.

47,800

43, COO

18,000

15,800

94,000

41,600

49,400

36,600

9,130

10,300

59,100

9,680

9,68C

8,600

12,400

8,080

13,300

28,600

44,600

\\lll

4,150

7,830

4,660

13,300

3,600

3,360

3,240

3,480

4,150

3,860

3,360 

4,850

17,200

6,200

5,500 

5,300

4,900

19,300

M Expressed In thousar

1 

2 

3 

4 

5

6 

7 

8 

9 

10

11

13 

14

16 

17

18 

19 

20

26 

27 

28 

29

31 

TOTAL

MAX 

NIN

5,700 

6.200 

6,700 

10,800 

13,200

12,800 

11.100

8,100

6,700 

12,000 

17,700 

16, SCO 

14,800

10,200 

8.400

323,550

17,700

5,300 

5,300 

5,300 

5,300 

4,900

11,400 

7,800

4,900

5,500 

5,500 

6.7CO

54,600 

65,400

528,700

69,000

ds.

41.400 

35,000 

28.7CO 

23,800 

20,400

32.20G

47,800

44.600

43,800 

43,000

29,200 

2J.10C

1.022.2M

48,600

18,700 

20,400

21,000 

20,400 

19,200

17,700

14,400

18,700 

23,800 

28,000

38,200 

39,800

806,500

56,000

54,000 

49,000 

45,000 

40,000 

35,000

21,700

17,200

14,800 

21,000 

25,900

45,400 

51,900

834,500

54,000

59,100 

57,300 

52,800 

49,400

46,200

25,200

33,600

24,500 

21.000 

18,700

17,700 

18,700

906,700

59,100

22,400

23,800 

35,800 

40,600 

32.900

22.400

18,700

14,800 

14,000 

13,600

26,600 

35,800

740.800

44,600

47,000 

47,800 

46,200 

40,600 

36,600

14.4OO

11,400

11,400 

11.400 

11,400

6,200 

5,500

511,000

47,800

3,500 

3,500 

3,800 

4,900 

7,800

15,200

43,000

49,400

45,400 

40.600

26,600 

27,300

825,900

50,200

17,700 

16,000 

16,000 

17,200 

18,200

11,400

10,500

8,700 

9,000 

8,400

6,450 

6,700

304,500

18,200

6,200 

6,450 

6,700 

6,450 

6,200

7,200

4,900

6,450 

6,200 

5,700

4,700 

4,100

183,950

9,900

5,700 

4,700 

4,100 

4.900 

6,450

8,100 

10,800

20,000 

32,900 

30,800 

23,800

14,400 

12,000 

11,100 

10,300 

10,500

9,600 

9,600

7,800

341,600

32,900

M Expressed in thousands.
RED RIVER BASIN

7-3444. Red River near Hosston, La.--Continued

DISCHARGE, IN CUBIC FtcT PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1=63

1

2

4

5

6

8

9

11 

12 

13

14 

16

18 

20 

21

24

26 

27

28 

29

MAX 

HIN

5,100

11,400 

10,200

9.0CO

51,000 

32,900

20,400

19,200

51,000

23.800

11,700

15,200

6,200

7,500

6,200

51,900

31 ,500

24.50C

16,800 

15,200

10,900

13,600

57,300

28,1.00

25,200

11,600 

11,600

11,000

9.6CO

28,000

5,900

4.500

4,400 

4,100

2,760

148,320 

9,060

L5.0CO

12, SCO

25,200 

24,500

33,600

35,800

11.30C

11,900

6,780

7,500

21,800

MW

13,700

12.50C

5.00C

6,340

',7,000

4.30C

4,000

5,100 

6,340

7,250

8,520

3,720

3,500

15,000

13,900 

13,200

7,500

210,710

15.00C.

6,343

4,600

4, one

3,720

2.520 

2.6CC

2,040

2,440

9,060

3,270 

2,920

2, tOO

1.90C

2,840 

2,440

2.280 

3,300

1,560

1,830 

1,970

4,300

M Expressed in thousands.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTQ8E* 1963 TO SEPTEMBER 1964

I 

2

3

5

6 

7

9 

10

11 

12

14 

15

16 

17 

18

20 

22

27

2S

MAX 

HIM

1,970 

1,760

1,970 

1,900

1,830

1,560 

1,760

2,040

1,560

1,260

2,360

,260 

,160

1,120

880

850 

920

,.,»

2,440

2,120

3,270

2,040 

1,900

3,180 

3,090

2,840

2,680

4,600

2,680 

2,600

1,440 

1,260

3,180

2,200

3,180

2,040 

1,900

5,100 

4,900

3,090

2,200

5,100

2.040 

2,360

35,000 

29,400

11.3CC

10,000

35,000

8,520 

7,750

9,330 

8,790

71,000

80,000

80,000

57,200

61,800

31,500 

29,400

7,000

5,700

67,200

4,800 

4,900

3,630 

3.BLO

11,300

8,790

17,700

5,700 

4,8Gt>

4,100 

4,500

3,270

2,360

5,709

2,290 

2.360

4,600 

4,500

4,000

5,700

7,750

14,600 

21,000

9,880

4,000 

4,100

3,450 

4,300 

5,500

10*700

13,900

18,200

21,000

M Expressed in thou
RED RIVER BASIN

7-3444. Red River near Hosston, La. Continued

DISCHARGE, IN CUBIC FEET PER SECONDt WAFER YEAS OCTOBER 1964 TO SEPTEMBER 1965

1

3 

<( 

5

6 

7

9 

10

11

15 

17

19

20

21 

22

24 

25

26 

±1 

28 

29 

30 

31

MAX 

MIN 

AC-FT

20,400

5.1CU

4,500 

4.600

47,800

2S.41.C 

24.5--C

6 , 1 2U

5,70C

4.ZJC

2,200 

3, ZCC

4,200

31, sac

MAR.

17,2CiO 

16.0CO

5, C OC 18.70C 

16,800

29,400

8.79G

8,790 

8.520

8,25^

5,*CO

4,«CC 

5,500

5, COO

4,600

6,5bC

3, COO

3,?7C

5,300

3,63'j

3,000

5,700 

3.D9C

3,180 

3,0"?C

3.COC

3,910 

3,3tO

3,360

5, ^"^ 

11.800

iB.'.Cf

16,'tOO

80,060 WIN

M Expressed in thousands.
RED RIVER BASIN

7-3444.5 (revised). Paw Paw Bayou near Greenwood, La.

Location. Lat 32°31'00", long 93°58'20", in SE£ sec.26, T.18 H., R.16 W., near center of span on 

 downstream side of bridge on State Highway 169, 1 mile upstream from Cross Lake, 5.1 miles north 

of Greenwood, and 11 miles west of Shreveport.

Drainage area. 78 sq mi.

Records available.--October 1955 to September 1965.

Gage. Water-stage recorder. Datum of gage is 170.35 ft above riean sea level (Louisiana Geodetic 

Survey bench mark).

Average discharge. 10 years, 62.5 cfs (45,250 acre-ft per year' .

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet).

An 

Date

Dec. 8, 1960

Jan, 1, 1961

Jan. 8, 1961

Jan. 25, 1961

Feb. 21, 1961

Mar. 18, 1961

Mar. 31, 1961

June 20, 1961

Time

1300

0800

2000

1800

1800

1230

1830

0400

Discharge

* 3,700

1,340

1,390

1,440

1,590

1,440

1,200

3,180

Gage 

height

11.20

9.38

9.47

9.50

9.65

9.52

9.25

10.85

Date

Sept. 13, 1961

Oct. 2 1961

Dec. 10 1961

Dec. 18 1961

Jan. 15 1962

Jan. 27 1962

May 1 1962

Time

1930

-

_

.

1900

0800

1230

Discharge

1,080

2,020

2,460

2,300

2,520

* 2, 570

2,400

Das 5 (8 

Gsge 

heJ ght

0.12

10.30

10.70

10,57

10.74

10.78

10.64

Date

Apr. 30, 1963

Apr, 25, 1964

Feb. 12, 1965

Mar. 31, 1965

ears 

Time

07OO

0930

20OO

1900

Discharge

* 700

* 4,030

* 1,130

800

Qage 

height

8.68

12.02

9.38

8.91

No flow fop many days in each year.

1955-65: Maximum discharge, 7,310 cfs Apr. 27, 1958 (gage height, 13.84 ft), from rating curve 

extended above 2,200 cfs; no flow at times in each year.

Remarks. Records good except those for period of no gage-height record, which are fair.

DISCHARGE. IN CUBIC FE6T PER SECOND. WATER YEAR CCTQBIiR 1960 TO SEPTEMBER IS61

1

2

4 

5

b 

7

8 

9 

10

11 

12

13 

14

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26

27 

28 

29 

30 

31

MAX 

MIN 

CFSM 

IN. 

AC- FT

10 

6.3

2.9 

«C

z'.i

2.2

2.0 

1.8

1.8 

2.3 

2.2 

1.6

.feu

.50 

.50 

1.0 

1.9 

1.7

l.« 

2.0 

2.8 

40 

135 

45

.13 

.14 

602

16

5.0

3.8 

2.7

2.2 

1.9 

1.6 

2.2 

2.2

2.0 

2.7

I'.l 

2. »

3 

2 5 

1 5 

C 

0

8

1 2

0 

0

1

s

7 

3

1.6 

.45

.50 

2,OBt

21 

16

11 

14

12C

825 

3.32t

1,160

780

71

48

42

158 

980

16C -61

18C ' 10 

721. 72 

143 86

i8

39

30 

26

21

20

20 

20 

25 

222 

470

11 

5.01

24.03G

78

31

24

91

505

1.C80 

412 

112

80 

78

22

3.53

16,950

58

99

150

90

55 

150 

500

96

66 

5?

4b

? K

94

1,080

179

86

64 

51 

44

33 

2.67

11,580

45 

38

32

56

1C 5

74

88

38

27 

25

102

-"2

88u

455

57 

42

34 

67

00 

70 

30

25 

3.16

15,180

850 

352

46 

32

26 

23 

22

167

65 

 31 

115

34

15

12

9.6 

9.6

10 

9.8 

<>.6 

8.R 

7.0

7.0 

.96

4.4BC

13

5B

12

' 6

.1

9.2 

7.5

'.,7

3.8 

3.3 

2.8

2.7

1.9

1.5

1.5 

1.5

1.4 

1.2 

1.1 

.90 

.90

9.09 

B4 

.80 

.12

.70 

.50 

.40 

.20 

.20

.10 

.10

0

.90

1.2 

1.0 

1.0

6.3

926

173

17 

56

176 

126 

41 

19 

12

162 

2,240 

0 

2.08 

2.32

B.6 

.0 

1

1

.3

.3

8 

2

1 J 

3

142

40 

18

12 

8.2 

6.3 

11 

12

6.1 

6.1

16 

33 

6.1 

3.3

48.7 

355 

3.3 

.62 

.72

2.4 

1.6 

1.3 

1.9 

1.1

.90 

.70 

.60 

.50 

.40

.40 

.30 

2.0

2.7

2.0 

1.9 

1.9 

2.8 

2.2

1.6 

1.2 

1.0 

1.0 

.80

 7C 

.60 

.50 

.40 

. 3C 

.30

1.4B 

10 

.30 

.02 

.02

.20 

.10 

.10 

.20 

.10

1 

63

10 

1

. 0 

.80 

.70

4B.3 

63 8 

0 

.62 

.69
RED RIVER BASIN

7-3444.5 (revised). Paw Paw Bayou near Greenwood, La .--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

4 

5

e>

7

a

2 

3 

4 

5

t 

7 

8

1 

I 

3

5 

7

a

9 

0

1

TCTAL

MAX 

WIN

IN.

OCT.

1.0

2.CCO 

670 

15o 

30

15

7.0

5.5 

5.G 

4.5

3.7 

3.5 

3.2

3.0

2.7 

2.6 

2.5

2.4 

2.3

2.3 

2.2 

2.2 

2.1 

2.1 

2.0

1.0

1.41

NOV.

2.C 

1.9 

5.o 

4.0 

3.0

3.0 

2.8

2.4

3.0 

3.2 

3.5 

3.5

3.U 

2.8 

2.8 

2.5

2.0 

200 

160 

10} 

70

45

30 

23 

18 

15

1.9

.34

OEC.

14

13 

12 

25

ZJO

80C

700 

450 

25C

800 

1,300 

2,200

338

=6 

66 

54 

44

28 

25 

22 

21

12

6.38

JAN.

22

24

156 

320

92

48

48 

38 

82

1.C90 

468 

136

146

90 

62 

608 

1,300

850 

320 

118 

74

22

5.59

FEB.

57

44 

33 

23

25

25

2C 

20 

20

20 

20 

31

193

80 

70 

330 

150

100

20

.97

MAR.

80

-45 

35 

28

25

45

235 

53

48

56 

42 

31

35 

44 

30 

23

19 

17 

41 

390

17

.94

APR.

495

46 

32 

32

102

42

206 

118 

46

20 

20 

33

21

16 

13 

12 

17

405 

405 

220

12

1.55

MAY

2,080

419 

62 

32

17

12

7.8 

6.9 

5.9 

5.3

5.0 

4.4 

4.0 

3.7

3.0

2.4 

2.0 

1.8 

1.8 

1.4

1.2 

1.1 

1.0 

1.9 

5.6 

5.9

1.0

1.85

JUNE

4.2

48 

20 

14

29

94

22 

9.2 

5.8 

4.3

3.4 

2.5 

1.8 

1.5

1.1 

2.3 

1.1 

.90 

1.0

.80 

.90 

1.5 

2.1 

1.0

14.1 

.80

.20 

839

JULY

.80 

.70 

. fcC 

.60 

.40

.20 

.20 

.10 

.10 

0

0 

0 

0 

0 

0

0 

0 

0

0

0 

0 

0 

0 

0

0

0 

0 

0 

0 

0

.12 

.80 

0

.002 

7.3

AUG.

C

e

0 

0

o

0

c

0 

0 

0

0 

0 

0 

0

0

0 

0 

0 

0

c

0 

0 

0 

0 

0

0 

0 

0 

0 

0 

0

0

0

0 

0 

0 

0 

0

SEPT.

0

c 

c 

c 

c

c

0 

0

c

0 

0

c

0 

0

0

0 

1.7 

.70 

.20 

.20

.30 

.10 

.10 

0 

0

0 

9.5 

6.6 

1.9 

.90

22.20

.74 

9.5 

0 

.009 

.01 

44

Note. NO gage-height record Oct. 1 to Dec. 18.

1

2

3

4

5

6

7

e

9

10

l

2

3

4

5

6

7

d

5

0

1

2

3

4

5

6

7

S

9

0

1

TO AL

ME N 

MA

MIN

CFSM 

IN.

AC-FT

2.4

a. 2

9.0

4.0

2.0

1.1

.70

.40

.40

.30

.20

.20

.10

.10

.20

.10

.1J

14

5.9

2.4

1.3

.80

.60

.40

.20

.20

.10

.10

.20

.10

.10

55. 9u

1.80

.10

.02

111

0

0

0

0

0

0

0

.20

.10

.10

0

0

LC

0

0

. 0

. 0

. 0

1.

5.

8.

4. i

3.

2.

2.

3.

14

2C

8.0

 

74.80

2.49

0

.03

148

4.2

2.5

1.8

1.1

.30

.60

.50

.40

.30

.30

.20

.20

.20

.2C

.20

.20

.10

.10

.10

.to

.80

14

20

11

11

21

18

2C

21

50

26

226. 90

7.32

.10

.09

45C

13

7.8

6.0

4.8

7.0

37

34

16

1C

7.0

5.0

3.9

3.0

2.5

2.1

1.9

1.8

1.8

2.1

2.7

9.4

10

6.6

4.8

4.3

3.5

3.0

2.9

2.7

3.2

4.0

223.8

7.22

1.8

.09

444

.6

.4

.4

.0

.6

.0

.0

.7

.2

.0

.9

.8

.7

.7

.6

.6

.6

.1

1

4

3

1

1

.8

.2

5.4

4.9

4.2

 

 

 

218.4

7.80

2.6

.10

16

66

46

23

16

12

10

8.2

7.2

7.2

8.8

10

11

9.2

7.2

7.C

9.0

13

11

8.8

6.8

5.

4.

3.

3.

3.

3.

3.

3.

2.

2.

347.

11.

2.

.1

2.5

2.3

2.3

2.1

2.1

12

58

40

16

8.4

4.6

2.9

2.2

1.8

1.4

1.2

l.t

1.0

1.0

1.1

1.2

1.2

1.2

1.1

1.0

1.0

1.4

59

289

540

 

1,060.1

35.3

540 

1.0

.45

[N 0 

IN 0

10

2

1

.6

.0

.4

1

1

.8

.9

.2

.9

.5

.3

.2

.1

.1

.0

.0

.0

.90

.80

.80

.80

.80

.80

.30

3.O

12

9.8

2.9

233.40

7.53

102 

.80

.10

CFSM .

1.6

1.1

.90

.80

.70

.60

.40

.20

.20

.10

.10

0

0

0

0

0

5.0

22

4.8

1.7

1.1

.80

1.3

1.3

1.0

.60

.40

.60

.60

.20

 

48.10

1.60

22 

0

.02

09 IN

.80

.70

.40

.20

.20

.10

0

0

1.0

9.0

3.0

1.5

1.1

.70

.50

.30

.20

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

19.80

.64

9.0 

0

.008

1.20 <

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2.9

1.3

.70

.40

.20

.20

.10

0

0

0

0

0

0

0

0

0

0

5.80

.19

2.9 

C

.002

C-FT 4,?

SEPT.

0

0

0

0

0

0

0

0

.10

.90

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

 

1.10

.037 

.90

0

.0004

2.2

90
RED RIVER BASIN

7-3444.5 (revised). Paw Paw Bayou near Greenwood, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

16

19

20

21

22

23

24

25

26 

27 

28

29

30

31

TOTAL

MEAN

MAX

MIN

CFSM

IN.

AC-FT

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0 

0 

0

C

0

0

0

0

0

u

0

0

0

NOV.

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

.40

6.0

1.2

.80

.50

.40

.38

6.0

0

.JG5

.JO 5

23

DEC.

.20

.20

.20

.40

.40

.30

.20

.10

.10

.20

.60

9.9

28

9.0

3.4

1.9

1.2

.90

.60

1.0

2.2

17

11

4.4

2.6

2.8 

3.1

2.4

1.8

1.2

3.55

28

.1C

.05

. J5

216

JAN.

.90

.60

.50

.40

.40

.60

.80

5.4

66

58

17

8.8

4.8

3.2

2.1

2.2

12

24

18

12

6.6

3.9

2.7

2.1

1.6

1.1

.90

.80

.70

.SO

8.39

06

.40

.11

.12

516

FEB.

.80

1.4

1.2

1.1

a. 4

68

44

16

8.2

4.2

2.7

2.1

2.2

4.2

12

26

25

15

14

12

8.2

4.4

3.0

2.4

2.1

2.1

2.3

2.6

 

10.3

68

.80

.13

.14

5-30

MAR.

2.6

72

211

142

86

60

26

17

37

206

172

46

23

17

19

19

15

10

39

180

105

35

21

17

15

29

17

12

9.0

6. 8

54.5

2L1

2.6

.70

.61

3,350

APR.

6.0

5.6

5.2

5.4

67

260

226

54

24

15

11

 3.4

9.4

10

11

7.6

5.0

4.2

4.5

5.8

4.4

3.2

2.9

128

2.700

2.U2C 

85C

286

50

275

2,700

2.9

3.52

3.93

16,340

1IN 0

"UN C

*AY

28

21

19

17

14

11

8.2

7.2

9.0

29

51

27

14

8.4

5.4

3.8

2.<>

2.3

1.8

1.4

1.3

1.2

l.L

l.C

l.C

1.2

1.0

.eo

.80

 80

9.45

51

.80

.12

.14

58 L

CFSM 

CFSH

JUNF

.90

1.0

1.1

1.0

.80

.60

.50

.40

.30

.20

.20

.10

0

c

"

0

0

0

0

0

0

0

0

0

0

0 

0 

0

0

0

7. 1C

.24

l.L

C

.003

.003

14

C8 IN 

35- IN

JULY

0

C

0

0

0

c

c

0

o

0

0

0

0

0

0

0

A

0

0

0

0

0

0

0

0

0 

0 

0

r

c

0

0

0

0

9

!

1.09 

5.24

AUG.

0

3

0

3

0

0

0

0

0

0

0

0

0

0

0

0

0

1.3

3.7

1.6

.40

2.1

8.4

14

13 

12

5.8 

2.1

.9C

.40

.2C

65. 90

2.1?

14

C

.03

.03

131

4C-FT 4, 

C-FT 21,

SEPT.

.10

c

c

c

c

c

o

c

c

0

0

c

0

c

c

c

c

0

c

0

c

c

0

0

0

0

0 

0

12

4.5

16.60

.55

12

0

.307

.oo's

33

J'O

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER

I

2

3

<t

5

0

7

8

9

LC

LI

12

13

14

15

16

17

18

1%

20

Zl

22

23

24

25

26

27

28

29

3C

31 

TOTAL

MEAN

MIN

IN. 

AC-FT

1.8

l.C

.40

.20

.10

0

0

0

c

<-

c

0

0

c

J

0

0

c

0

0

0

a

L

0

0

;

0

0

c

0

0

3.50

.11

0

.001 

.C02

0

0

0

0

0

0

r

0

0

0

0

0

t.

G

j

0

G

0

n

t,

0

0

e

tj

0

c

0

0

0

c

0

Co

0

0

0

u

c

0

0

0

0

0

0

0

0

c

c

0

0

1.9

.80

.4C

.2t

.1C

0

0

0

0

c

0

G

0

0

3.4G

.11 

1.9

C

.1,02

6.7

0

0

l.L

2.2

16

9.8

4.0

2.8

4.3

18

34

18

9.8

4.5

3.1

2.1

1.6

1.2

.90

.70

.3C

8.0

25

32

17

8.6

4.3

2.5

1.6

1.2

.90

235.50

7.61

0

.11

.70

.40

.30

. 2u

.10

.10

.10

.iO

31

10^

189

580

725

203

37

,

0

1 C

s

5

8

3

1

2

2 I

2 C

1 6

6

 

_____

2.90C.10

104

.1C

1.38

2

2 5

2 0

4

1

0

8

I

7

f>

7

8

7

b

4

2

5

9

n

5

1L

9.2

8.S

8.4

8.5

8.6

8.6

9.U

10

128

570

1.P47.1

59.6

8.4

.E«

6CO

185

76

54

J8

33

8?

ICO

50

30

21

17

13

11

9.1

7.3

5.8

4.9

4.3

4.C

3.1

2.6

2.3

2.3

1.8

2.3

3.9

5.3

4.0

2.8

1,382.8

4o.l

1.8

.66

2.0

1.7

1.3

1.1

.90

.80

.70

.60

.60

.91

147

39C

L86

36

68

72

270

51U

28°

78

38

22

16

15

12

8.8

7.4

lib

34£>

495

125

3,251.80

105

.tc

1.55

25

15

11

7.9

6.2

8.2

13

16

3.8

5.1

4.7

6.1

8.6

23

15

39

118

35

12

6.6

4.2

3.f

2.4

?.2

15^

34C

275

49

16

10

1,243.0

41.4

2.2

.59

6.7

4.6

3.4

3.C

2.C

1.4

1.2

1.0

.60

.4C

.^0

.50

.40

.30

.20

.1C

.10

.10

. 10

r

r

<;

c

0

0

e

p

r

o

r

27. 2C

6.7

t

.01

0

0

 3

0

0

0

c

.20

18

5.5

1.6

.80

.5C

.3C

.1C

0

0

0

0

0

0

o

0

0

.30

.10

0

0

.1C

0 

0

27.5C

.8<=

ie

c

.01

SEPT.

.2C

.5C

3.1

1.5

.70

.4C

.2C

.10

C

c

0

c

c

0

r

c

r

f

c

c

c

c

1.5

25

7.0

1.6

.70

.40

.30

.10

43. 3C

1.44 

25

C

.C?

.02
RED RIVER BASIN

7-3445. Cypress Creek near Pittsburg, Tex.

Location. Lat 33°01'10", long 94°52'40", near center of stream on downstream side of pile bent of 

bridge on State Highway 11, 1,800 ft upstream from Louisiana & Arkansas Railway Co. bridge and 

5.2 miles east of Pittsburg, Camp County.

Drainage area.--366 sq mi.

Records available.--March 1943 to January 1963 (discontinued).

Gage. Water-stage recorder. Datum of gage Is 247.49 ft above mean sea level, datum of 1929. Prior 

to Nov. 12, 1954, water-stage recorder at site 1,300 ft downstream at same datum.

Average discharge. 19 years (1943-62), 354 cfs (256,300 acre-feet per year).

Extremes. Maximum and minimum discharges for October 1960 to January 1963 are contained in the 

following table:

Annual maximum discharge (*), peafc discharges above base (6,000 cfs), and annual minimum discharge

year

1961

1962

1963

Maximum

Date

Dec. 19, 1960

Jan. 28, 1962

Nov. 29, 1962

Tijne

0100

0800

-

Discharge 

(cfs)

* 7,000

* 3,420

* 770

Gage height 

(feet)

15.95

13.96

11.68

Minimum

Date

Sept. 11, 1961

Aug. 30, 1962

Oct. 27, 28, 1962

Discharge 

(cfs)

5.0

1.8

10

Qage height 

(feet)

_

-

"

1943-63- Maximum discharge, 58,500 cfs Mar. 30, 1945 (gage height, 28.32 ft, from floodmark, 

adjusted to present site on basis of record for flood of Apr. 27, 1958), from rating curve 

extended above 20,000 cfs by logarithmic plotting; no flow Aug. 20 to Oct. 3, 1954, July 19 to

Maximum stage since at least 1895, that of Mar. 30, 1945; flood in January 1938 reached a 

stage of about 25 ft present site, adjusted as above, from Information by local resident.

Remarks. Records good. Small diversions above station for municipal supply. 

Revisions.--WSP 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1 C61

1

2 

3

5

6

7

9

12

13 

14

16 

17

20

22

25 

28

30 

MEAN

MIN 

CFSW 

IN.

209 

55

100

26 

23

60

71

46

25

90.5

.25 

.29

313 

162

48 

47

60

81

182

132

91.6

.25

.28

86 

76

3,980 

2,070

770

225

178

136

1,148

3.14 

3.62

628

810

910 

730

458

186

150

162

558

1.52 

1.76

174 

205

670 

468

186

495

1,640

860

552

1.51 

1.57

252 

220

235 

398

388

1,030

810

328

581

1.59 

1.83

885 

790

352 

328

150

97

94

88 

84

242

885

.66 

.74

102 

143

78

64

58 

50

40

34

34

39 

44

64.2

33 

.18 

.20

28 

25

33

154

37 

27 

23

23 

23

166

105

70 

344

32

2 

.8 

.9

386 

114

52

138

46 

39 

34

44 

64

74

36

86 

215

271

122

31 

.33 

.3°

28 

23

ie

14

12

10 

9.8 

11

23 

92

29

18

13 

12

11

25.4

9.8 

.07 

.08

12 

13

9.0

7.7 

7.2

5.6 

5.4

8.« 

34 

83

112

112 

76

31

26

22

21

19

28.3

5.2 

.08 

.09
RED RIVER BASIN

7-3445. Cypress Creek near Pittsburg, Tsx.--Continued

DISCHARGE, IN CUBIC FLET PER SECOND, HATER YEAf LCTOBEP 1961 TO SEPTEMBER 1962

1 

2

6

7

8

9 

1C

It

13 

14

16

17

18 

19

21

23

25

28 

2^

MAX 

HIN

IN.

24 

48

n

25 

22

19

14 

14

23 

23

15

13 

11 

11

Li

1C

10

3.8

12 

11

49

9.8

15 

2b

tt

31

29

2d

69 

74

54

4ZE

1.22C 

1,060

5ie

308

118

14

'£

36

1,130

l,cx 

835

1,290 

.£,^20

i,B3&

685

5*6

191 

15U

14b 

13?

i 18

El

132

512

2(Jb

490

338

186

264

336 

570

3,260 i. 1; cc

126

536

200 

178

129

536 

572

448

530

1,150 

1,060

1,120

129

835

32J

220

1,CCO

246 

jr5

182

166

285 

252

186

162

153

>,460 ^

3'- 6

17f

?B8 

6"8

150

115 

140

12°

91

358 

548

885 

1,580

91

IN 5.2

l,22i-'

41f 

166 

10C

54

43 

41

37

32

27 

26

22

24

22 

.58

CFSM

4^

52 

71

53

31

21

46

123

50

35 

88

225

328

21 

.23

75 IN

65 IN

428 

244 

108

43

36 

28 

23

13 

12

10

7.C 

9.1

28

22

U

8.3

9.5

21 

34

8.3 

.12

10.12 t

9.39 /

23 

16 

14

11

9.6 

8.2 

7.6

6.5 

5.8

5.1 

4.7

3.8

3.3 

2.8 

2.6

2.3

4.°

3.2 

3.4

2.7 

2.1

23

2.0 

.02

C-FT 183

3.4

A. 3 

19

C 6

0 

3 

4

0 

8

8 

4

0

7 

4 

3

11

9.0

3.2 

3.2

8.0 

3.2

1,519.9

178 

3.4 

.14

300

DISCHARGE, IN CUBIC FEET PER SECOND, OCTOBER l')62 TO JANTTARY 1963

1

2

3

t>

5

6

7

8

9

10

11

12

13

14

15

14

17

18

15

2C

21

22

23

24

25

26

27

28

2S

30 

31

TOTAL

MEAN

MAX

HIN

CFSM

IN.

AC- FT

OCT.

4C

23

36

51

35

21

16

14

64

it

25

23

18

32

49

38

58

47

25

21

la

17

It

13

12

11

11

12

76

112

6C

1,056

34.1

112

1L

.03

.11

2,090

47

35

25

21

19

18

13

4C

54

45

39

33

26

22

21

2C

20

42

76

7o

132

186

158

109

at

84

357

625

730

340

2,804

127

73G

18

 \l

7,550

598

572

332

143

V4

78

69

62

58

54

52

50

47

46

46

-.7

48

49

49

52

66

71

78

78

78

84

88

*1

09

46 

40

3, 25

17

>8

46

.32

.37

7,190

126

103

84

78

150

292

408

328

278

191

112

88

74

62

51

54

58

_

_

-

.

_

_

_

-

_

_

_

_

-

_

_

_

_

_

_

-

<E4N

 

 

MAX 

MAX

3,260 1 

^

UN 2.0 

IN

CFSM 

f.FSH

JUNE

~~

57 IN 

IN

JULY

7.78

AUG.

C-FT 151 

r-FT

SEPT.

800
RED RIVER BASIN

7-3450. Boggy Creek near Daingerfield, Tex.

Location.--Lat 33°02'OS", long 94°47'10", on right bank at downstream side of bridge on State Highway 11, a quarter of a mile upstream from Louisiana & Arkansas Railway Co. bridge, 3.8 miles west 

of Daingerfield, Morris County, and 9 miles upstream from mouth.

Drainage area. 72 sq mi.

Records available.--March 1943 to September 1965.

Gage. Water-stage recorder. Datum of gage is 258.41 ft above mean sea level, datum of 1929. Prior 

to Oct. 1, 1954, at site 1,700 ft downstream at same datum.

Average discharge.--22 years, 83.9 cfs (60,740 acre-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*} and peak discharges above base (l.OOO cfs), water years 1961-65

Date

Dee. 8, 1960

Dee. 11, 1960

Jan. 8, 1961

Dec. 17, 1961

Time

2200

1200

1830

1300

Discharge

2,160

* 2,400

1,050

1,550

Gage

height

11.35

11.48

10.35

10.84

Date

Jan. 27, 1962

Feb. 27, 1962

Mar. 11, 1962

Apr. 3O, 1963

Time

1300

1600

0800

0300

Discharge

1,030

* 2,160

1,230

* 696

Gage

height

10.33

11.33

10.53

9.86

Date

Apr. 25, 1964

Feb. 12, 196S

Time

O8OO

04OO

Discharge

* 1,55O

* 4,520

Gage 

height

10.83

12.54

No flow at times in each year.

1943-65: Maximum discharge, 28,900 cfs Apr. 27, 1958 (gage height, 17.80 ft), from rating 

curve extended above 13,000 cfs; no flow at times.

Maximum stage since 1900, 17.80 ft Apr. 27, 1958; flood in January 1938 reached a stage of 

17-j ft (adjusted to present site), from information by local residents.

Remarks.--Records good. No known diversion above station.

Revisions (water years). WSP 1211: Drainage area. WSP 1561: 1955.

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1 

2

3

5

7

8 

9 

10

11 

12 

13 

1«

15

16 

17

Id 

19

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

MAX 

MIN 

CFSM 

IN.

OCT.

8.9 

.30 

.34

NOV.

<!0 

16

12

11 

11 

12 

12

14 

13

13 

16

17

16 

18

23 

24 

21

19 

19

30 

31

11

.26

DEC.

25 

20

IB

339

1.55& 

301

710 

325

L64 

120

UO 

72 

66

52 

5C 

49

49

70 

80 

124

18

4.55

JAM.

216 

305

104

582 

284

13<?

106

64 

74

58 

56 

55

46 

48

58

58

52

52 

52

46

2.15

FEB.

52

SB

109

201 

148

70 

60

50 

49

72

B2 

128

292 

201 

139

80

~-~~-

49

1.81

MAR.

70

64

90

131 

106

67 

210

216 

137

300 

349 

252

131

90 

70

345

273 

194

188

56

2.65

APR.

181 

153

46

82 

131

87 

66

44 

39

31 

29 

28

26 

24 

22

19

21 

21

181 

19

.66

MAY

21 

38

28 

31

23 

19

1 

1

.0

.6 

.4 

.9

.2 

.2 

.2 

.4

29

12 

8.6 

6.7

38 

6.7

.26

JUNE

5.7 

4.8

64 

100

44

68

16 

11 

11 

16

17

100 

87 

60

34 

20 

19 

69

175

38 

24

175 

4.0

.76

JULY

19 

16

21 

16 

15 

17 

17

12 

11 

10 

13

35

21 

15 

11

8.5 

7.0 

6.7 

9.0 

14

7.4 

5.8 

4.8 

3.9 

3.4

45 

3.4

.25

AUG.

2.8 

2.2 

1.9 

1.6 

1.4

1.2 

1.0 

.90 

.80 

.70

.60 

.50 

.50 

.50 

.70

1.3

9.0 

4.4 

3.O

2.1 

1.5 

1.4 

1.1 

1.1

1.0 

.80 

.70 

.60 

.70 

.70

14 

.50

.03

SEPT.

.40 

.40 

.30 

.20 

.10

.10 

.10 

0

a

0

0 

.10 

3. 

4. 

4.

2.

^60 

.40 

.20

.20 

.10 

.10 

.10 

0

0

o

0 

0 

0

4.3 

0

.01 

37
RED RIVER BASIN

7-3450. Boggy CreeK near Dalngerfield, Te:c. Continued

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2 

3 

4

6

a

9 

10

11

13 

14

16

18 

19

21

23

24

26

26 

29

30

MAX 

MIN 

CFSM 

IN. 

AC- FT

0

31 

48 

25

7.0

3.7 

3.1

2.8

3.0

2.8 

2.7

1.8

1.3 

1.2

1.1

l.G 

.90

1.1

1.1

1.0 

1.0

48

0 

.03 

.C9 

335

I.

2.

5. 

8.

5.

4. 

3. 

3.

3.

5.0

5.5

11

11

10

9.4

217 

391

106

31 

27 

24

391 

1.4

.58 

.65 

2,490

22 

21 

21

23

32 

104 

282

175

227

goe

440

175

84 

72

54

55

50 

46

1,1 70 

21 

2.55

2.93 

1L.270

58 

52 

62

139

78 

62 

52

78

216

131

90

72

10 « 

201

226

785 

37b 

233

828 

52 

2.31 

2.67 

10,240

84 

76

64

52 

52 

50

40

181

169 

116

80

143

529

333

930

It 520 

4O

2.88 

3. CO 

11,500

188 

139

87

76 

87 

249

164

103

82 

74

72

62 

55

139

80 

02 

54

954 

54 

2.17 

2.50

64

49

82

100 

74

58

35

28

100 

106

46

35

64

216

216 

352 

252

35? 

28 

1.34 

1.5C

IN 0

218

118

42

29 

25 

22

14

12

11 

9.7

7.4

6.0 

5.7

4.4

3.7

6.C

in

297 

3.7 

.57

.66

9.5

42 

22

12

32 

66 

52

20

18

8.6

<5.8

20

5.7 

4.0

a. a

24 

60 

72

22.3 

72 :3°2

^

78

38 

17 

12

6.4

3.7 

3.C 

2.5

2.1

1.2

 9C

.50

.30 

11

2,2

.80

.40

1.4 

3. Z 

3,0

6.91 

78 

.70

'.I1 ? 

425

1.1

.60 

.40 

.30

.50

.20 

.10 

0

0

0 

0

0

0

0

0

0

0

0

0 

0 

0

.13

1.1

0 

.002 

.C02 

8.1

C

0

0 

0

7.6

21 

l c 

14

7.4

2.3 

1.5

.80

.40 

.30

.10

0

C

C

r

c

C

3.17 

21 

C 

.04 

.05 

189

DISCHARGE, IN CUBIC FtET PER SECOND, WATER YEAR OCTOBER 1462 TO SEPTEMBER 1=63

1

2

3

4

5

8

9

10

11

13

14

15

IB

17

18

19

20

21

12

23

24

25

26

27

28

29

30

MEAN 

MAX

MIN 

CFS« 

IN.

.70

1.1

.80

l.C

1.0

.80

.7U

32

33

13

4.1

3.8

3o

97

300

277

13-:

47

27

21

17

14

11

9.C

B.I

12

56

136

46.3 

300

.60

tu

34

27

23

20

1«

41

oC

57

39

25

12

2C

20

21

37

64

ta

80

1J5

116

78

56

71

165

550

340

20?

55b

ia

135

88

74

66

62

55

42

39

37

35

3C

3C

31

32

32

31

30

32

t7

55

47

41

45

57

58

b5

60

78

135

JO

62

52

47

44

7L

130

92

72

58

52

37

35

3G

30

33

35

36

35

31

29

29

25

25

20

20

25

23

28

146

20

31

32

31

26

24

24

23

22

23

25

25

24

22

20

20

20

23

26

25

22

20

19

20

20

18

20

 

 

32

18

B5

142

133

84

6u

112

BO

53

47

50

68

45

33

65

105

52

68

52

3»

3'

25

28

30

38

17

30

26

142

22

2C

18

17

16

16

5?

100

53

34

27

19

15

12

11

9.5

7.9

7.7

17

22

12

7.9

13

15

11

15

102

386

556

556

7.7

MAY

276

141

60

42

34

53

34

24

20

L7

12

9.7

8.1

.8

.7

.8

B 4

1

.5

.1

.2

.1

.1

.8

.7

38

57

30

278

3.8

JUNE

8.1

6.0

4.4

3.5

2.9

2.2

1.6

1.3

1.0

.80

.4C

.30

.20

.40

1.0

.60

1.4

2.0

8.5

24

5.7

2.2

1.5

.90

.50

.30

,4C

.30

2.33 

24

.20

JULY

.10

.tiO

1.0

1.2

.80

.1C

o

?

0

0

0

c

.80

4.C

1.0

 20

0

o

c

r

r

e

c

c

0

0

0

.33

4.0

G 

.CC5

t<\

AUG.

0

0

0

0

0

c

c

c

0

r

c

c

p

c

r

c

0

0

c

c

c

0

c

c

0

0

c

0

c

0 

0

c

^

SEPT.

0

0

0

0

0

c

b

0

0

0

0

c

c

c

0

c

0

0

0

0

0

c

0

0

0

0

c

0

c

0

0
RED RIVER BASIN

7-3450. Boggy Creek near Daingerfield, Tex.--Continued

OliChAfcGE, I,\ CUBIC FtET PtP SECOND, WATER YEAR PCTOBEK 1963 Tu SEPTEMBER

2

3

4

5

7

«

3

10

11

1.!

13

It

15

16

17

18

19

21

22

23

24

25

26

27

2d

2-<

TOTAL

MEAN

MIN

CFSM 

IN. 

AC-FT

C

0

J

0

0

L

C

c

>_,

C

C

*-

v

C

0

0

0

o

0

J

J

^

J

0

w

J

y

a

0

0 

0

0

c

L

L

D

(_

o

0

0

0

^

3

J

0

&

u

0

0

0

C

L'

0

C

0

o

0

0 

0

L

0

t

0

0

0

0

.20

5.1

13

7.7

3.2

1. 3

1.4

1.0

.9L

.81.

i.o

l.i

1.3

1.6

l.a

2.0

2.2

2.2

32. 7C

1. 7L

C

. n

105

1.3

1.2

1.1

1.1

1.1

1.1

1.1

1.1

1.1

1.2

1.3

1.2

1. I

1.0

1.2

1.4

1.7

2.4

2.9

2.4

2.C

!. =

l. c

1.7

1.0

1.3

1.2

2.4

47.7

1.54

1.0

3.B 

7.2

6.B

^8

45

36

21

15

12

9.7

8.3

"3.0

15

17

24

24

20

IS

13

11

}.3

8.5

3.1

7.°

7.?

7.5

7.7

428.3

14.8

6.8

.21 

.22

13 

57

>:8

113

119

66

38

61)

115

l&l

112

55

41

36

31

26

23

27

50

33

25

23

27

44

31

23

19

1,548.2

49. 5

7.2

.80

13 

13

12

15

23

28

ie

13

1C

5.0

3.5

11

1C

0.5

7.2

5.7

4.9

4.4

1=)

117

168

215

1.C50

477

274

229

153

-

3,003.2

1JO

4.0

1.39 

I. 55

IN C 

IN C

39 

38

33

25

2C

17

15

14

13

12

11

8.5

6.?

4.fl

3.6

3.4

2. a

2.2

l.t

1.2

1.0

.9C

.80

.70

.5<j

B ^r

.40

321. 6C

10.4

,4C

.14 

.17

CFS* .

5.5 

3.4

2.5

2.r

1.3

1.5

1.4

1.2

1.0

.60

.ftC

.50

.30

. 30

.ac

1.5

5.5

12

2.2

1.3

.80

.6C

.4C

.K

.If

C

ol.M

2.06

r

.f'3

26 IN

r

G

C

C

C

c

0

'

r

C

C

0

T

^

c

c

0

rc

c

-'

r

0 

C

3.56 A

0

J

u

!l

p

0

0

0

0

0

0

0

0

1.6

.7C

1."

.40

0

50

62

72

2C

4.4

3.r

1.9

1.4

221. L-C

7.13

0

.10

. 11

433

.60 

.40

,3C

.1"

.1C

C

c

c

r

f

c

c

0

<-

4.3

42

5C

24

2.6

1.6

1.'

. n_

,6C

 6C

1.6

2C

62

257. «L'

8.58

0

.12 

.13 

511

DISCHARGE, IN CUBIC FfcET PER SECOND, WATER YEAR OCTObER 1964 TC SEPTEMBER 1965

1

2

3

4

5

&

7

8

1C

11

12

13

14

17

18

20

21

22

23

24

25

26

27

28

29

30

MEAN

MIN 

IN.

12

7.2

4.9

3.4

2.2

l.t

1.2

1.0

.00

.bO

.50

.50

.50

.30

.30

.30

.2U

.20

.10

.10

.10

.10

.10

0

0

0

1.2-;

1 o2

.10

.10

.10

.10

.10

.20

.50

.50

. 60

.70

.01)

.50

.40

.0

5

7

3

1

1

.3

.!

.2

.6

 6

.2

8.58

.Io

.7

.s

.5

.2

.7

1

.3

.2

1

2-.

39

30

21

12

11

a 3

9.0

9.5

10

11

11

10

8.8

7.2

0.6

6.6

8.

11.9

4.9

11

12

21

42

44

30

23

20

9C119

83

44

34

21

19

17

17

30

80

125

78

42

31

25

22

21

39.8

11

18

17

15

14

13

14

15

100

885

1,210

2.79U

488

237

105

108

80

64

55

53

185

451

2as

222

1<>9

 

 

297

13

122

50

£0

64

55

50

44

39

37

36

67

13C

lie

76

132

80

5u

45

44

42

44

58

70

58

50

52

6,,0

36

64

55

55

8

3

7

I

6

32

29

26

22

1 =

15

13

11

11

9.3

7.7

6.6

5.5

8.1

18

22

14

9.0

25.6

5.5

6.6

5.3

4.6

4.1

3.6

3.2

3.f>

3.2

65

193

343

208

94

116

146

84

53

36

28

23

23

27

24

29

64

95

63.9

3.0

28

21

16

I?

1C

10

ir

8.5

5.1

4.2

3.8

3.4

3.5

5.7

4.3

2.8

2.1

2.1

4.0

6.2

79

34

11

6.0

4.1

2.8

10.7

2.1

2.C

l.f.

.£r

.6J

.4J

.30

.?'J

,,

0

"

.2'!

2.1

,20

.1C

0

c

0

r

c

0

0

0

0

.34

0

21

n

n

0

c

0

r.

t.1

C

c

0

c

0

1

0

c

0

,J

o

c

c

0

c

c

0

0

0

c

t

C1 

0

0

SEPT.

c

r

p

c

r

L

f

c

r

0

c

c

c

r

c

1.2

15

1?

14

4.0

1.7

.80

.40

.20

.10

-

52.40 

1.75

0

.02 

.03

1C4

CAL YR 1964: TOTAL 6,554.30
RED RIVER BASIN 691

7-3455. Ellison Creek Reservoir near Daiigerfield, Tex.

Location. Lat 32°55'05", long 94°43'35", at pumphouse, 1,700 ft upstream from dam of Lone Star Steel

 'cTTT'on Ellison Creek, half a mile upstream from Cypress Creek, and 7.6 miles south of Daingerfield, 

Morris County.

Drainage area. 37 sq mi.

Records available. January 1943 to September 1962 (discontinued).

Gage.--Water-stage recorder. Datum of gage is 200.14 ft above mean sea level, datum of 1929. Prior

 to Sept. 22, 1943, staff gage at site just upstream from dam at datum 200 ft lower.

Extremes. Maximums and minimums (contents in acre-feet, gage height in feet) for the water years 

1961-62 are contained in the following table:

Water 

year

1961

1962

Maximum

Date

Dec. 8, 1960

Dec. 17, 1961

Contents

26,750

25,870

Gage height

69.32

68.67

Minimum

Date

Sept. 30, 1961

Sept. 4, 5, 1962

Contents

23,860

22,680

Gage height

67.45

66.67

1943-62: Maximum contents, 31,240 acre-ft Apr. 26, 1958 (gage height, 71.97 ft); minimum, 

after filling of reservoir in May 1944, 16,640 acre-ft Jan. 3, 1957 (gage height, 61.93 ft).

Remarks . Reservoir is formed by rolled earfhfill type dam. Storage began Jan. 14, 1943. Dam completed in April 1943. At times water is diverted from fypress Creek into reservoir by pumping 

from pool formed by small diversion dam just downstream from Ellison Creek. Capacity of pumps, 

40 cfs. Figures given herein represent total contents. Top of dam is at gage height 80.0 ft. 

Capacity at crest of spillway, 24,700 acre-ft (gage height, 68.0 ft). Top of conduit discharge 

box., 196 acre-ft which is dead storage (gage height, 35.0 ft). Water used by Lone Star Steel Co.'s 

iron smelter and Southwestern Gas and Electric Co.'s generating plant.

Cooperation. --Capacity table and record of diversions from Cypress Creek furnished by Lone Star Steel 

Co. Capacity curve based on survey made in 1942.

Revisions. --WSF 1211: Drainage area.

MONTH-END GAGE HEIGHTS, CONTENTS, AND MONTHLY DIVERSIONS, WATEI YEARS OCTOBER 1960 TO SEPTEMBER 1962

Gage height at 2400 h.

Bat*

Nov. 30. ..........

falendar year I960 ..........................

Pept.30. ......................................

Water- year 1960-61. ............. ...........

TVc 31. .....................................

Feb. 28.. ..........................

Mar, 31. ............................... ... .

June 30 ................................. .....

Sept. 30... .......................... ..... ...

Water year 1961-62. .........................

Gage helglfie.

68

67.

68.

66.

-

'

03

J8

45

08

99

Contents

24, 740

2S.1-, j

23,860

24,810

23,160

-

Change in 

contents

+240

K580

-340

-680

+ 360

-700

rivers ions from 

"yprese Creek

=-feet>

0

0

1,364

3,39b

350

7,055
692 RED RIVER BASIN

7-3459. Lake 0' the Pines near Jefferson, Tex.

Location. Lat 32°45'06", long 94°30'10", in intake structure of Ferrell's Bridge Dam on Cypress 

 Creek on State Highway 726, 9.0 miles west of Jefferson, Marion County.

Drainage area. 850 sq mi.

Records available. August 1957 to September 1965.

Sage.--Water-stage recorder. Datum of gage is at mean sea level, datum of 1929, supplementary adjustment of 1941. Prior to Nov. 12, 1957, staff gage at same site and datum.

Extremes. Maximums and minimums (contents in acre-feet, elevation in feet) for the water years 

1961-65 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

Dec. 15, 1960 

Dec. 23, 1961 

May 3, 1963 

Apr. 28, 1964 

Feb. 16, 1965

Contents

402,500 

288,700 

281,700 

264,300 

303,200

Elevation

235.40 

230.25 

229.90 

229.00 

230.97

Minimum

Date

Oct. 1, 1960 

Sept. 4, 1962 

Sept. 30, 1963 

Hov. 16, 1963 

Nov. 5, 1964

Contents

240,400 

244,200 

230,000 

219,700 

242,000

Elevation

227.7 

227.9 

227.13 

226.54 

227.80

1957-65: Maximum contents, 515,800 acre-ft May 7, 1958 (elevation, 239.71 ft); minimum 

observed since conservation pool first filled in April 1958, 4,890 acre-ft Sept. 24, 25, Oct. 3, 

1959.

Remarks. Lake is formed by a 10,600-foot rolled earthfill dam and a 200-foot concrete spillway. 

Flood-control outlet works consist of two 10-foot diameter conduits controlled by two 8.0- by 

12.5-foot electrically driven broome-type gates. Low-flow outlet works consist of one 14-inch 

pipe and valve. Flow over spillway is discharged into a 2,000-foot channel and then into Cypress 

Creek. Coffer dam closure was made Aug. 21, 1957; water began flowing through conduits Sept. 25, 

1957. Dam completed in December 1957. Capacity at crest of spillway, 842,100 acre-ft (elevation, 

249.5 ft); conservation pool, 254,900 acre-ft (elevation, 228.5 ft); invert of 14-inch intake to 

wet well, 5,760 acre-ft (elevation. 202.5 ft); and at invert of two 10-foot diameter conduits, 

2,860 acre-ft (elevation, 200.0 ft). Capacity table based on 1950 survey. Figures given herein 

represent total contents. Lake built for flood control, conservation, and water supply. A total 

of 250,000 acre-ft of storage capacity is allocated to the Northeast Texas Municipal Water District for domestic and industrial use.

Cooperation.--Records furnished by Corps of Engineers and reviewed by Geological Survey.

226 210,400

227 227,600

228 245,800

229 264,300

230 283,700

231 303,800

232 324,800

233 346,500

234 369,100

392,700

417,100

CONTENTS, IN ACRE-FEET, AT 0700 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1 

2 

3

4

5

7 

8

10

11 

12 

15

14

18 

19 

20

22 

23

25 

26

28 

29 

30 

31

(t) 

(*)

MIN

OCT.

240,400

2*6,200 

2*6,700

2*7,300

2*7,300 

2*7,500 

2*7,800 

2*8,000

2*9,000 

2*9,000

2*8,800

250,600 

250,600 

253,300

228.5

+15,100

2*0, *00

NOV.

254, *00

253,300 

253,800

255,000

255,500 

255,100 

255,100 

254,800

255,900 

255,700

256,800

255,100 

256,400 

255,300

228.5 

+500

253,300

DEC .

254,800

275,300 

294,800

338,000

364, *00 

380, *00 

392, *00 

399,000

393, *00 

390,300

382,100

35*, 000 

351,500 

3*7,000

232.9 

+89,100

25*, 800

JAN.

3*0,900

323,300 

324,600

322,300

324,800 

325,900 

325,900 

323,900

309,100 

303,200

29*, 000

269,300 

26*, 700 

262,200

228.75 

-8*, 800

259,600

FEB.

259, *00

260,200 

259,800

260, *00

261,100 

261,500 

263,000 

262,800

260,500 

260,700

273,000

273, *00

229. *7 

+13,800

258,100

MAR.

270,500

260,500 

263,900

258,900

258,500 

258,700 

261,300 

260,900

266,000 

266, *00

264,700

265,800 

267,200 

268,600

229.64 

+3,300

258,500

APR.

278,600

267,200 

261,700

260,500

258,700 

263,000 

250,800 

259,400

257,200 

256,800

256,600

255,900 

255,300 

255,500

228.53 

-21,200

255,300

MAY

257,400

256,600 

257,200

257,000

256,400 

255,500 

254,800 

254,600

254,400 

254,400

254,600

255,100 

254,900 

254,900

228.50 

-600

254,200

JUNE

254,800

255,100 

255,300

257,000

256,-BOO 

256,600 

256,800 

256,200

260,000 

259,000

257,700

275,300 

275,300 

274,800

229.54 

+ 19,900

254,600

JULY

272,800

258,100 

256,800

255,300

255,300 

255,700 

256,800 

256,100

260,700 

259,400

256,400

255,500 

255,300 

255,300

228.51 

-19,700

255,100

AUG.

254,900

253,800 

253,600

253,300

252,700 

252,300 

252,100 

252,000

252,700 

252,700

251,600

251,200 

251,000 

250,800

228.27 

-4,500

250,600

SEPT.

250,200

249,400 

249,400

249,000

248,200 

246,400 

251,800 

252,300

251,200 

251,400

251,400

251,800 

252,000 

252,000

228.34 

+1,400

246,400

CALENDAR YEAR 1960.................... * +315,390

WATER YEAR 1960-61.................... * +12,300

t Elevation, in feet, at end of month.
RED RIVER BASIN

V-3459. Lake 0" the Pines near Jefferson, Tex. Continued

CONTENTS, IN ACRE-FEET, AT 0700 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

4

5

6

8

10

11

12

14

15

16

17

18

19

20

21

22

23

24

25

26

27

29 

30

31

(t)

(*)

MAX

OCT.

254,800

256,600

255,300

255,100

255,100

254,900

254,900

254,900

254,900

254,900

254,800

254,600

254,600

254,600

254,600

254,900

254,200

253,800

253,400

253,400

253,400

253,400

253,400

253,400

252,500

253,300

228.4

+1,300

257,200

NOV.

253,400

253,600

254,000

254,000

254,000

254,000

253,600

253,400

253,300

253,400

254,000

254,200

255,100

254,800

254,800

255,100

255,300

255,100

258,500

264,100

263,900

263,700

263,400

263,500

260,900

228.8

+6,500

264,100

DEC.

259,400

259,400

257,200

257,000

257,400

256,800

256,100

259,600

262,000

263,200

261,500

263,900

265,100

273,600

277,500

282,900

285,500

287,700

287,900

288,700

285,900

282,900

279, bOO

277,500

268,000

262,800

228.9

+ 3,000

288,700

JAN.

260,500

258,900

257,900

259,000

260,000

258,300

256,800

260,000

259,600

258,700

257,600

262,200

262,000

261,700

260,500

261,100

261,800

260,700

260,500

260,400

258,900

259,000

260,700

268,400

271,100

280,800

229.8

+18,000

280,800

FEB.

281,200

280,800

276,300

273,600

269,100

263,500

262,400

259,600

258,300

257,600

257,200

257,200

258,900

258,100

260,700

261,800

260,700

260,000

259,400

261,100

263,500

263,400

264,300

269,500

229.5

-6,400

281,200

MAR.

282,700

286,100

286,500

284, 300

280,600

277,300

273,600

266,200

265,100

266,200

268,900

269, 100

267,800

265,200

264,700

263,900

263,000

263,000

260,200

258,700

257,400

259,200

258,900

258,500

258,700

257,900

228.7

-16,500

286,500

APR.

257,400

256,800

256,600

256,200

255,300

256,200

257,400

257,600

259,000

258,900

257,600

257,000

256,400

256,400

258,100

257,600

257,200

257,000

256,800

257,200

258,900

261,500

262,400

261,100

265,600

229. 1

+8,300

266,200

MAY

267,400

266,200

264,700

265,100

265,200

265,200

263,700

259,200

257,700

2E6.200

2 C 4,800

2f4,400

2!4,800

2!4,800

254,800

2i'4,800

2!.4,800

21.4,800

21.4,600

2!>4,400

2!>4,200

2'i 3, 800

2'i3,800

2 S3, 800

254,800

2 H,400

228.5

-LI, 800

2^7,400

JUNE

254,800

256,400

256,200

255,500

255,300

255,100

254,900

254,900

255,100

255,500

255,300

254,900

25*, 600

254,600

254,400

256,400

256,400

255,500

255,500

255,700

255,500

256,200

256,800

256,400

257,400

228.6

+2,800

257,400

JULY

257,000

25b,600

256,800

256,400

255,300

254,900

254,400

253,800

253,800

253,300

252,900

252,000

251,800

251,400

252,300

251, bOO

251,200

251,200

251,200

251,200

251,400

251,200

251,200

253,100

253,100 

253,100

253,100

228.4

-4,100

257,000

AUG.

252,700

252,300

252,100

251,600

251,400

251,400

251,200

250,800

250,500

250,100

248,800

248,200

247,800

247,600

247,500

247,300

247,100

24b,700

246,400

246,500

246,000

24b,500

24b,200

245,600

245,100

244,900

228.0

-8,200

252,700

SEPT.

244,500

244,500

244,200

245,400

249,500

249,700

250,600

254,600

254,800

254,000

255,700

256,100

25b,400

256,200

255,900

255,700

254,900

254,800

254,400

254,200

253,600

253,300

254,600

254,400

254,600

228.5

+9,300

256,400

CALENDAR YEAR I9bl.................... * -81,600

WATER YEAR 19bl-62.................... *+2,200

t Elevat 

t Change

feet, at end of month.

CONTENTS, IN ACRE-FEET, AT 0700 HOURS, WATER YEAR OCTOBER 1Q62 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23 

24

25

26

27 

28

29 

SO 

31

(*)

(*)

MAX

MIN

OCT.

258,100

257,700

256, bOO

255,500

254,800

254,600

254,600

254,800

254,900

254,900

254,900

254,900

255,100

255,500

257,200

257,600

260,400

259,800

258,500

257,600

257,900

25b,100

255,100

254,400

254,200

254,000

254,800

255,700

228.5

+1,500

260,400

253,400

NOV.

255,900

256,600

256,800

255,700

255,300

254,900

254,900

256,400

256,200

255,700

255,700

25b,200

255,500

255,500

255,300

255,900

255,900

256,800

256,400

257,200

258,100

257,200

256,800

257,400

257,600

260,400

259,000

228.7

+3,300

261,100

254,900

DEC.

260,400

262,600

264,500

262,400

261,500

259,200

258,700

257,700

257,400

256,400

256,600

255,100

254,200

254,600

254,900

255,300

255,900

256,200

256,600

256,800

258,300

257,200

257,600

257,600

258,000

258,100

256,800

228.6

-2,400

264,500

254,200

JAN.

256,600

257,000

257,000

256,200

257,400

257,900

257,600

257,900

258,300

259,000

259,000

260,000

258,500

257,000

257,200

256,400

255,700

255,700

255,700

257,000

255,700

255,700

257,600

254,600

255,700

256,600

256, bOO

256,100

228.6

-500

2bO,000

254,600

FEB.

256,100

255,900

256,100

256,100

256,100

256,100

256,100

255,700

255,500

255,300

255,900

256,200

255,700

255,500

255,100

255,700

255,900

256,200

257,200

257,200

256,800

256,400

256,200

256,100

256,400

255,700

 

228.6

+100

257,200

255,100

MAR.

260,000

259,000

259,800

260,200

262,600

259,600

259,200

258,700

258,700

258,500

257,600

257,000

257,200

257,200

256,600

256,600

257,200

257,200

250,000

258,500

257,700

256,500

256, 100

255,100

255,700

255,500

254,900

254,900

228.5

-1,300

262,600

254,900

APR.

254,800

254,000

254,800

255,300

255,300

257, bOO

257,200

257,000

257,000

256,800

256,600

256,200

255,300

254,600

254,200

253,600

253,800

253,800

255,100

255,100

255,100

255,100

255,900

255,900

255,900

25b,400

271,300

229.4

+16,400

271,300

253,600

HAY

273,200

278,200

281,700

281,200

279,400

276,900

274,200

260,500

264,300

260,900

250,000

.57,700

255,900

255,300

t 54,800

; 54, 200

; 54,000

; 53,800

; 53,800

; 53,800

;'53,600

.'53,400

,'53,400

;'53,100

.'53,100

,^53,100

156,400 

:56,400

228.6

-14,900

281,700

'53,100

JUNE

256,200

256,100

256,100

256,100

255,700

255,100

255,100

254,900

254,600

254,000

253,800

253,600

252,900

252,700

252,000

251,400

253,100

253,100

253,100

252,300

252,700

252,500

252,700

252,500

252,300

252,300

251,400

228.3

-5,000

256,200

251,400

JULY

250,800

250,500

250,200

250,100

249,500

249,500

249,500

249,000

240,000

248,000

247,600

247,800

247,800

247,500

248,000

247,600

247,500

246,900

246,400

246,200

246,000

245,800

245, 100

244,300

243,800

244,500

244,500 

244,500

227.9

-6,000

250,800

243,800

AUG.

244,500

244,500

244,300

243,800

243,400

243,100

242,900

242,700

243,100

242,400

242,200

242,400

242,200

241,500

240,800

240,800

240,000

239,700

239,100

239,000

238,400

238,400

237,700 

237,500

237,300

237,200

237,000 

236,600

237,700 

237,200

227.5

-7,300

244,500

236,300

SEPT.

237,000

236,300

236,100

235,700

235,400

235,900

235,400

235,400

235,200

235,000

234,500

234,500

234,500

235,000

234,500

233,800

233,400

233,400

233,400

233,200

233,000

232,900

232,100

231^600

231,200

231,100 

230,900

231,600 

230,000

227.1

-7,200

237,000

230,000

CALENDAR YEAR 1962.................... * -6,200

WATER YEAR 1962-63.................... * -24,200

t Elevation, In f 

* Change In conte

nd of month.
RED RIVER BASIN

7-3459 Lake O 1 the Pines near Jefferson, Tex.--Continued

CONTENTS, IN AWE-FEET, AT 0700 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

OCT.

229,800

229,600

229,400

229,300

229,100

228,700

228,400

228,000

227,600

227,500

NOV.

221,600

221,100

220,400

DEC. JAN.

226,300

226,300

226,300

226,400

227,000

231,600

232,300

231,400

232,000

232,100

232,100

234,300

233,900

235,600

MAR. APR.

254,400

254,900

254,900

JUNE JULY

(t)

(*)

MAX 

WIN

225,200

224,900

225,200

25,600

225,200

224,900

224,600

22*

237,200

237,700

236,400

236,300

236,400

236,400

236,600

257,600

257,600

257,900

256,200

255,500

254,400

254,400

254,600

254,800

254,800

254,000

254,000

253,800

253,600

253,400

253,100

253,100

252,900

224,400

224,400

224,400

224,600

223,700

223,200

226,400

226,800

226,600

226,400

226,300

226,300

256,400

255,500

256,800

256,800

256,200

256,800

251,600

251,200

251,200

251,200

251,000

250,800

250,800

250,600

250,300

250,300

249,700

249,300

240,200

238,800

238,600

238,400

238,100

237,700

237,300

238,600

240,800

241,100

241,100

241,500

241,500

242,000

241,600

241,500

241,600

241,500

244,200 

244,200 

244,OOn 

243,300 

243,800

-6,800 

229,800 

223,200

-200 

224,400 

220,100

+2,800 

529,100

+8,100 

237,700 

228,200

CALENDAR YEAH 1963.................... t -30,300

WATER YEAR 1963-64.................... * +16,200

CONTENTS, IN ACRE-FEET, AT 0700 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

2

4

5

6 

7

8

9

10

11

12

13

14

15

16

17 

18

19

20

21 

22

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

MIN

OCT.

246,350

247,280

247,470

246,720

246,350

245,790 

245,600

245,240

245,060

244,520

244,340

244,520

244,520

244,160

243,980

243,980

243,800 

245,060

244,520

244,160

243,800

243,800

243,270

243,090

243,090

243,450

243,270

243,090

242,730

227.84

-3,430

247,840

242,730

NOV.

242,730

242,550

242,190

242,010

243,090

243,450

243,450

243,270

243,090

242,910

242,910

242,370

242,910

243,090

243,800

243,980 

245,600

245,420

245,420

244,700

245,060

245,060

244,700

244,700

244,880

244,880

244, S20

227.98

+1,790

245,600

242,010

DEC.

244,160

243,980

247,650

249,900

249,150

249,150

248,960

249,710

251,200

251,390

251,580

251,950

251,950

251,760

251,950

251,580

251,390

251,580

251,950

251,950

252,320

252,510

252,510

252,320

252,320

252,510

252,700

228.38

+8,180

252,700

243,980

JAN.

252,470

252,660

254,520

254,890

255,450

255,640

259,380

262,950

262,200

261,070

260,500

259,380

258,260

257,510

256,390

254,710

254,520

254,890

258,630

258,820

256,760

259,000

256,390

255,640

255,270

254,710

253,960

228.45

+1,260

262,950

252,470

FEB.

254,520

254,330

253,960

254,150

254,330

255,080

257,880

261,260

262,950

268,710

281,130

296,940

301,590

302,200

302,200

297,540

294,110

290,900

281,910

283,680

279,370

275,870

273,160

271,610

______

229.38

+17,650

302,200

253,960

MAR.

271,420

271,800

267,170

262,950

261,630

256,950

256,390

255,640

255,450

257,320

250,390

256,760

256,950

257,320

259,190

259,380

259,570

259,190

259,380

258,440

258,070

258,070

256,390

256,390

256,390

258,630

258,440

228.69

-13,170

271,800

255,450

APR.

257,880

258,070

258,070

257,690

257,510

257,130

256,950

256,570

256,570

256,010

254,710

254,710

255,270

255,270

254,890

255,640

255,640

255,270

254,890

254,890

254,710

255,830

255,450

255,270

254,520

254,330

228.47

-4,110

258,070

254,330

MAY

254,150

253,960

253,590

253,220

253,220

252,100

251,730

255,270

261,070

262,200

262,760

264,670

270,060

276,450

282,500

288,690

289,690

289,890

289,490

289,290

289,490

288,490

289,090

290,090

290,490

288,090

286,680

230.15

+32,350

290,490

251,730

JUNE

285,080

285,880

286,480

288,090

289, 29r

286,080

285,480

284,480

283,880

283,280

283,090

282,690

284,480

286,480

286,680

286,680

286,480

285,480

285,280

286,480

286,880

285,680

285,280

284,080

283,680

283,680

230.0

-3,000

289,290

282,690

JULY

283,480

283,280

283,090

282,300

282,100

281,320

280,930

280,340

279,760

279,170

278,980

278,980

278,400

277,810

277,620

276,450

276,260

275,870

275,090

274,510

273,930

273,930

273,740

273,540

273,350

272,770

272,000

229.4

-11,680

283,480

272,000

AUG.

271,220

271,220

270,840

269,480

268,910

2e8,520

2b°,100

2oB,910

2o8,520

207,940

267,360

266,980

266,400

266,400

266,400

265,630

265,240

264,670

265,630

265,630

265,630

265,240

264,860

264,280

263,900

263,900

263,710

228.97

-8,290

271,220

263,710

SEPT.

265,820

265,240

264,280 

264,280

263,900

263,710 

263,710

263,330

262,950

262,950

262,390

261,440

260,880

2oO,880

260,500

259,570

258,820

259,000

258,820

259,000 

262,200

262,010

260,880

259,190

258,630

258,070

257,320

257,130

256,760

228.6

-6,950

265,820

256,760

CALENDAR YEAR 1964.................... * +26,430

WATER YEAR 1964-65.................... * +10,600

t Elevation, In feet, at end of month. 

* Change in contents, In acre-feet.
RED RIVER BASIN

7-3460.5. Little Cypress Creek near urn City, Tex.

Location. Lab 32°40'21", long 94°45'03", on right bank at downstream side of bridge on U.S.

Highway 259, 4 miles downstream from Clear Creek, 7.5 miles downstream from Gum Creek, 9 miles 

south of Ore City, TJpshur County, and 12 miles north of Longview.

Drainage area. 383 sq mi.

Records available. December 1962 to September 1965.

Gage. Water-stage recorder. Datum of gage is 232.67 ft above mean sea level, datum of 1929.

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

ximum discharge (*) and peak disch (2,ono -is), December 1962 to Septembe

Apr. 29, 1963 1600 * 2,960

Gage

11.58 Apr. 27, 1964 2100 * 455

Gage

he Lght

7.42

Date

Feb. IE, 1965

Time

2000

Discharge

* 1,080

Gage 

height

10.18

No flow at times in each year.

1962-65: Maximum discharge, 2,960 cfs Apr. 29, 1963 (gagu height, 11.58 ft); no flow at 

times in each year.

Maximum stage since at least 1902 occurred in March 1945; maximum stage since 1945, 19.4 it 

in April 1958, from information by local resident. The flood in March 1945 was 1.3 ft higher 

than flood in April 1958 at a point 6 miles upstream, from information by State Highway Department.

Remarks.--Records good except those for periods of backwater from beaver dams and drift, which are

DISCHARGE, IN CUBIC FEET PER SECOND, DECEMBER 196,! TO SEPTEMBER 1963

1 

1

1

1

1 

1 

1 

1

2 

2 

2

2 

2

2

28

30 

31

MEAN

MIN 

CFSM

AC-R-

 

I

-

-

-

64 

64 

66 

68

77 

86 

91 

100 

109

113

122

141 

136

-

-

-

131 

118

113

136

178 

178 

184

190

173 

151

113

89 

93 

99 

105

122 

118 

113 

109 

109

105

105

95 

100

125

89 

.33

7,700

101

89 

87 

85 

87

91

95

98

91 

88 

87 

103

113 

109 

99

93 

89

86

85

miii

95.2

Sit 

.25

5,290

170

2*8

241 

234 

241 

241

221

184

2C2 

19b 

184 

190

248 

248 

221 

173 

141

131

113

93 

88

I9t>

88 

.51

12,030

82

68

178 

178 

178 

184

168

76

56 

49 

44

40

39 

37 

42 

52 

77

99

622

2,010

251

37

.66

14,930

2,010

985

667 

575 

428 

314

241

99

68 

60 

52 

46

39 

40 

48 

49 

45

40

40

74

90

375

36 

.98

23,040

83

28

20 

18 

15 

13

11

8. 

7.

7. 

8. 

12 

11

14 

14 

16 

32 

26

12

7.

19.

6. 

.0

1,160

.C 

.1

.7 

.3

.2 

.7 

.5 

.2

.0

.0

.0

.0 

.0

.0 

.0

l.C

.90 

,60 

.40 

,30

.30

.60

2.6 

2.1

2.C4

.30 

.005

126

1.5

,9(J

.60 

,7C

.50 

.60 

2.5 

2.1

1.6

.40 

.20

0 

0 

0 

0

0

0 

0

o

0

0

0

0

.45

0 

.001

27

0 

0

0

0 

0

0 

0 

0 

0

0 

C

0

C

0 

0 

0 

C

0 

0

0 

0 

0

0

0

0

0

0 

0

0
RED RIVER BASIN

7-3460.5. Little Cypress Creek near Ore City, Tex.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963

 Continued

TO SEPTEMBER

8 

9 

0 

I

TOTAL

MEAN 

MAX 

MIN 

CFSM 

IN. 

AC-FT

0

0

u

0 

0 

0 

0 

0

0

0

0

G 

0

0 

0

0 

0 

0

0

0 

0

0 

0 

0 

0

0

0 

0 

0 

0 

0 

0

0 

0

3 

0

0 

0

0 

0

0

0 

0

0 

0

0 

0 

0

0 

0 

0

16

25 

19

15 

11 

11

100.6

0

.01 

200

12

14

14 

15 

15 

15 

17

37

54 

45

31

18 

14 

14

22 

28 

29

29 

30

27 

21

24.1

.07 

1,48O

IS

18

20 

19 

20 

23 

24

22

20 

19

18

39 

42

44

44 

42 

40

31

29

20 

22

.08 

1,570

57

89 

94 

92 

87 

70

43

46

54

68

70 

74 

71

65 

58 

50

40 

38

35

.16

109

113 

113 

118 

156 

24 a

234

196

196

184

126 

103 

113

109 

113 

109

99 

94

72

59

.38

57

73 

77 

79 

76

65

53

48 

46

43

35 

32 

29

45 

140 

178

184 

262

345

118 

.34

113

105 

80 

63

53 

49

42

35 

31

27 

22

18 

16 

13

12 

11 

9.8

9.1

8.0

6.2

8.3

48.2 

.15

11

8. T 

7.6 

6.7 

5.1 

4.7

3.8

2.3

2.0

2.3 

3.6

5.7

8.5

8.0 

5.9 

4.3

2.6

2.0

.60

.02

.5C 

.40

.2'J 

.IP

.10 

.10 

0 

0

c

0

0

u

0

0 

0

0 

0

0

0

0 

0

0

0

.0001

0

0 

D

0 

0

 >

0

2.8 

.40

69 

29

16 

B.9

4.6 

4.0 

4.0

19 

44

6.2 

4.6 

3.3

C

.03

2.3 

1.4

.50 

.40

.30 

.20 

.20 

.20 

.10

.1C

0

c

0 

54

78 

2°

14 

6.4 

4.0

3.9 

5.9

51 

42

440.20

0

.04 

873

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3 

4

5

6

7 

8

11 

12 

13

15 

16

18 

19

21 

22 

23 

24 

25

26 

27 

28 

29

30 

31

MAX 

HIM

33 

29 

22 

13 

7.4

.3 

.0 

.7

.4 

.3 

.2

.1 

.1

.0 

.0

.0 

.9 

.9 

.9 

.8

.8 

.8 

.7 

.7 

.7 

.7

33 

1.7

.6 

.6 

.6 

.6 

.6

.8 

.4 

.6

.3 

.2 

.1

.0 

.9

.8 

.5

1

.0 

.0 

.0

.0 

.4 

.1 

.8 

.7

11 

1.6

2.6 

2.5 

18

58 

53

24 

13

8.9

44 

56 

40

20 

16

10

8.9

7.2 

7.0 

7.8 

8.3 

8.3

8.1 

7.0 

6.2 

5.4 

5.6 

5.9

58 

2.5

6.0 

6.7 

11 

25 

32

27 

25 

22

322 

228 

151

66

46

32 

29

25 

6-4 

162

105 

87 

73 

65 

54 

44

322

6.0

36 

,31 

27 

24 

22

23

410 

533 

597

985 

1,080

805

575 

474

597 

554

 

1,080 

22

575 

597

554 

513 

455

337

136 

136 

162

178 

184

241

162 

136

131

152 

336 

455

597 

109

402 

345 

314 

292 

262

214

131 

113 

101 

89 

78

70

52

51

53

36

56 

54

402 

36

45 

38 

35 

31 

27

22

337 

437 

385 

307 

307

451

805

719 

643

330

805 

805 

667

835 

20

JUNE

554 

554 

575 

533 

474

300

54 

43 

35 

36

58

210

248

214 

190

113

105

88

575 

35

12,850

JULY

60 

42 

3 

2 

2

1 

1 

.3 

.6

.8 

.7

.4 

.5 

.0

.5 

.9 

.7 

.6 

.3

.3 

.1

.90

.90 

1.7 

.30

60 

.30

551

AUG.

.20 

.20 

.20 

.10 

.10

0 

0 

0 

0 

0

0 

0 

0

0 

0

0

0 

0 

0 

0

0 

0

1.5

.20 

.20

.10

3.0 

0

13

SEPT.

1.0 

4.6 

2.6 

2.0 

1.2

.50 

.20 

.10

.10

0

0

c

0

0

c

0 

0 

0 

0 

0

0 

.70

8.9 

4.7 

7.4 

1.1

.70

30 

0

206

Note. Backwater fro and drift Oct. 8 to Dec. 2.
RED RIVER BASIN

7-3460.7. Little Cypress Creek near Jeffsrson, Tex.

Drainage area.--G75 sq ml.

Records available.--June 1946 to September 1963 (monthly dischargs only), October 1963 to September 

1965.

Gage. Water-stage recorder. Datum of gage is 174.60 ft above mean sea level, datum of 1929. Prior 

to Sept. 19, 1947, staff gage at upstream side of bridge at sane datum.

Average discharge.--19 years, 534 cfs (386,600 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1943-65 are contained in the following table:

Water 

year

1946

1947

1948

1949

1950

1951

1952

1953

1954

1955

1956

1957

1958

1959

1960

1961

1962

1963

1964

1965

Maximum

Date

June 4-5, 1946

Nov. 15, 1946

May 17, 1948

May 7, 1949

Feb. 16, 1950

Feb. 20, 1951

Apr. 21, 1952

May 19, 1953

May 13, 1954

Mar. 26, 1955

May 6, 1956

Apr. 27, 1957

Apr. 30, 1958

Apr. 26, May 4

Jan. 20, 1960

Dec. 11, 1960

Dec. 23, 1961

May 3, 1963

May 3, 1964

Feb. 14, 1965

Discharge 

(cfs)

a 9,500

o 3,100

5,400

2,260

10,200

2,260

2,900

11,800

1,490

3,810

2,080

18,400

23,900

3,420

4,500

12,000

3,940

3,680

568

1,760

Gage height 

Ireet)

16.00

13.76

11.43

16.30

11.36

11.95

16.88

10.36

12.73

11.24

19.07

20.63

12.45

13.15

17.02

12.84

12.58

8.07

11.10

Minimum

Date

Aug. 23-26 1946

Aug. 23-24 1947

Sept. 20-30 1948

Oct. 1-9, 1948

Aug. 28, 1'iSO

Aug. 30-Sept.l, 1951

Aug. 2S-Sept.30, 1952

At times

Aug. 3-Sept.30, 1954

Oct. 1-24, 1954

July 20-Se>t.30, 1956

At times

Oct. 12 or 13, 1957

Sept. 27, 1559

Sept. 23, 1560

Sept. 11-12, 1961

Sept. 3, 1562

At tlmea

dc .

dc .

Discharge 

(cfs)

b 15

.6

0

0

35

.2

0

0

0

0

0

0

9.7

14

.80

15

.20

0

0

0

Gage height 

(feet)

2.9

2.2

_

3.44

2.11

_

_

_

_

_

2.71

2.85

2.23

2.89

2.13

_

-

a Maximum for period June to September 1946. 

b Minimum for period June to September 1946. 

o Maximum dally, estimated.

1946-65: Maximum discharge, 23,900 cfs Apr. 30, 1958 (gage height, 20.63 ft); no flow at 

times.

Flood in May 1944 reached a stage of 21.1 ft and is the highest since that time.

Remarks. Records good except those prior to water year 1964, which are fair.

Year

1946

1947

1948

1949

1950

1951

1952

1953

1954

1955

1956

1957

1958

1959

1960

1961

1962

1963

M

Oct.

41.1

11.9

0.27

927

169

15.1

0

1.55

.39

52.1

0

614

200

60.4

115

115

90.9

Dnthly and

Nov.

1,484

85.6

55.2

904

151

72.4

14.8

80.2

105

15.9

.02

2,709

138

86.2

241

323

118

Dec.

1,295

1,041

90.1

378

157

200

231

423

132

71.3

.53

910

244

605

3,391

1,540

215

Jan.

_

1,149

832

440

2,417

386

303

501

638

238

118

8.33

1,639

230

1,717

1,472

1,150

251

Feb.

_

688

1.892

912

2,853

1,216

469

618

571

744

773

170

832

891

919

1,478

1,219

207

Mar.

_

1,292

1,961

845

759

801

625

1,154

275

1,360

279

353

797

945

1,460

1,595

1,480

335

Apr.

_

1,262

609

896

499

549

1,359

553

336

1,229

L46

3,141

2,057

1,693

300

1,502

759

320

May

_

852

1,556

735

2,537

636

664

3,565

764

253

603

2,863

4,212

1,099

198

222

757

976

June

2,525

210

151

100

576

130

485

116

334

80.1

9.28

2,354

497

699

120

333

134

34.7

July

159

33.5

46.3

309

159

26.8

12.8

188

4.15

48.2

.48

136

575

184

57.4

668

63.9

9.36

Aug.

31.5

8.62

3.16

173

177

3.54

4.75

106

.006

151

0

21.2

65.5

96.9

5.22

52.3

10.7

1.00

33

Sept.

58.0

17.9

O.LO

124

920

133

0

69.2

0

84.2

0

21.3

180

28.2

27.8

105

43.9

.04

The

-

694

681

387

1.082

357

349

597

284

366

170

754

1,260

533

464

931

632

214

Monthly and yearly discharge, In acre-feet, June 1946 to September 1965

Year

1946

1947

1948

1949

1950

1951

1952

1953

1954

1955

1956

1957

1956

1959

1960

1961

1962

1963

Oct.

2,530

730

17

57,030

10,370

931

0

96

24

3,210

0

37,760

12,320

3,710

7,090

7,050

5,590

Mov.

_

88,310

5,090

3,280

53,810

8,980

4,310

883

4,770

6,250

949

1.0

161,200

8,180

5,130

14,340

19,230

6,990

Dec.

_

79,630

64,000

5,540

23,260

9,630

12,310

14,210

26,030

8,100

4,380

33

55,930

15,020

37,200

208 , 500

94,700

13,220

Jan.

70,660

51,160

27,030

148,600

23,740

18,610

30,840

39,220

14,660

7,240

512

100,600

14,120

105,600

90, 510

70,710

15,400

Feb.

.

38,180

108,800

50,680

158,400

67,550

27,000

34,340

31,720

41,340

44, 440

9,440

46,190

49 , 500

52,850

82,090

67,700

11,500

Mar.

.

79,440

120,600

51,960

46,680

49,240

38,400

70,970

16,890

83,650

17,160

21,730

48,990

58,060

89,800

98,100

91,000

20,570

Apr.

_

75,060

36,230

53,330

29,720

32,680

80,880

32,910

19,990

73,110

8,710

186,900

122,400

100,800

17,840

89,400

45,140

19,060

May

.

52,390

95,660

45,170

156,000

39,090

40,820

219,200

46,990

15,530

37,080

176,100

259,000

67,570

12,150

13,630

46,540

60,010

June

150,200

12,470

8,990

5,950

34,250

7,710

28,890

6,900

19,850

4,770

552

: 40,100

29,590

41,600

7,160

19,830

7,990

2,070

July

9,760

2,060

2,850

19,000

9,770

1,650

786

11,560

255

2,960

30

8,350

35,360

11,300

3,530

41,090

3,930

576

Aug.

1,940

530

195

10,640

10,910

218

292

6,520

.4

9,270

0

1,300

4,030

5,960

321

3,220

657

60

Sept.

3,450

1,070

6.0

7,390

54,770

7,890

0

4,120

0

5,010

0

1,270

10,720

1,680

1,660

6,250

2,610

2.2

The 

year

502,300

494,300

280,000

783,200

258,700

253,200

432,500

205,800

264,700

123,800

545,700

912,000

386,100

337,000

674,000

457 , 300

155,000
RETi RTVEP B4SIN

7-34R0.7. Little ^vpress OePk near .T°ff°rson. rn°y. -O->tinued

CAY

7

e

9 

lu

1

t. 

3

5

t 

7 

8

1 

2

3 

4 

i

7

8

J C

TO AL 

ME N 

MA 

MIN 

CFSM 

IN.

OCT.

C

C 

0

3

u

J 

u 

J

0

J

0

0

N1V.

J 

D

0

0 

0

0 

0

0 

0

0 

2.0

4. 3

0.4

6.6

31. C 

I.'j3 

0.5

.GC2

JEC.

,8 

I 

1 

]

14 

13 

13 

13 

14

25

21 

34

0

7 

0

3

4 

44 

48

5J 

52 

53 

52 

49 

46

1,060.9 

34.2

6.1

^

JAN.

4l

35

31

3D

28

28

28

29 

30 

3?

34

35 

40 

4£ 

51

56 

f>r 

61

6C

57

54 

52 

4P 

4* 

42 

40

4G.3

28

EAN

FEB. | MAR. j APR.

39

42

81 

98 

110

lie

122

114 

106

= 8

94 

94 

98 

106 

J 1 s

!1* 

114

 06 

<5B 

91

84 

78 

73

 -!-'

91.5

3d 

.15

MAX

66

75

305 

312

275

293

3C-5 

312 

^?6

333 

326 

312 

319

3?6

305 

281 

251 

221

203 

197 

192 

177 

162

244

66

* 

168 *

136

122

162 

177

167

144

131 

126 

114

1C6 

98 

 »* 

91

84

80 

78 

78 

131 

?15

293 

4-?5 

545 

545

535

1B6

78

IN 

IN 0

MAY JUNE I JULY

545

568

383 

281

177

131

98 

88 

78

70 

61

18 

42

36 

31 

29 

29 

?6

24 

?1 

19 

18 

18

161

17

CFSM 

CFSM .

H 

21 

25

19 

20

17

9.7 

8.4 

6.8

6.4

5.9 

6.O 

8,0 

11

10 

9.0 

8,0 

5.0

a.o

6.0 

4.0 

3.0 

3.0 

2.0

11.5 

25 

2.0

.02

IN 

10 IN

2,0

l.C 

l.C

.50

.50

.50 

0 

C

0 

0 

0 

0

o 

n

0 

0 

0

0 

0 

C 

0 

C

0

0 

0 

0 

0 

0

.24 

2.0

0

4 

1.36 t

AUG.

0 

0 

0 

C 

0

0 

0 

0 

0 

0

0 

C 

0 

0

0

0 

0 

0

r

21

70 

59 

36 

25 

'1

36 

32 

27 

22 

27 

31

1?.5 

70 

0

C-FT 

C-FT 48, 1

SEPT.

27 

39 

13 

8.6 

*.4

5.0 

4.1 

3.3 

2.7 

1.8

1.2 

.80 

.50 

.40 

.20

.30 

3.7 

4,2 

2 7 

17

81 

102 

88 

63

38

at

22 

26 

38 

114

24.0 

114 

.20 

.04

30

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

-"'

3

5

10

11

U

14

16

ie

15

21

23 

24 

25

2t 

27

23

30

MEAN 

MAX 

MIN 

CFSM 

IN.

CACY,

i72

122

61

38

28

16

12

10

7.3

5.7

5.J 

b.l

5.5

4.8 

5.5 

5.7

5.5 

5.0

4.8 

4.4

4.2

4.!

28.5 

4.1

NOV \ Z

5 :l

5.9

7.6 

8.1

U

5 

7

b

5

5

1

9 

9

7

2

7

3 

B 

4

c

22.0 

4.1

31

70

275

*15

233

203

233

10?

72 

70

68

56

166 

2'-

1 JAN53

71

no

144

525

535

618

287

439 

455

305

335 

53

203

158

131

118

990 

1 ,370

1 ,760

1,120

1,430 

1 ,490

7-.6S6

988

118

1 430

1 37C

1 070

315

690 

630

505

407

383

3"5

45?

654

78C

845

950

810

545 

485

391

187

110 

106

131

IIP

418

IN C 

IN 0

MAY

110

98

83

69

202 

323

447

SBC 

1.070

1 .070 

9°0

380

1 ,320

628

CFSM

__ JUNE

1,370

L.270

990

810

545 

465

269

485 

525

455

5RO

475

281 

22!

609

12 IN

JULY

192

162

102

65

30 

26

19

14

12

10

5. 

5.

4.

3.

2!

40. 

1.8

AUG.

1.4

.80

.60

.40 

.40

.?0

.20 

.10

.10

.10

.10 

.10

.10 

.10 

0

0 

.10

.10 

.10

.?6 

' -4 

0

16

SEPT.

.20

.10

0

0

0

.20

1.2 

1.2

.40

,10

0 

0

4.2 

4.4 

4.2

3.3 

3,3

18 

15

?.44 

18 

0 

.004

145 

400
REI RIVER BASIN 6

7-3461.4. Crazier Creek near Linder, Tex.

Location.--Lat 33°03'15". long 94°17'25", on right bank at downstream side of bridge on U.S.

Highway 59, l| miles upstream from Colley Creek, 4j miles upst.ream from Jonns Creek, and 5j mile 

northeast of Linden, Cass County.

Drainage area.--48.0 sq mi.

Records available.--Occasional low-flow measurements, water yeart! 1958-61. November 1964 to 

September 1965.

Gage.--Water-stage recorder. Datum of gage is 228.7 ft above me:m sea level, datum of 1929 (State 

Highway Department bench mark).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

__ Jtaiual maximum dl&jnarge (*) and peak dlsehdiges above base (700 ci's), November 1964 to September 19b5

Date Time Discharge height 1 Date 1 Tlr"e Discharge

J

Gage 

heljht Date Time Discharge Gage

height

id5&-65. No fl^«f at tlmo.3.

1964-65. Maximum discharge diu ing period, 995 efs Feb. 12, 19bb (gage height. 10.23 ft). 

Maximum stage since at least 1945, 15.6 ft Apr. 26, 27. 195b , from information by State Highway 

Department.

Remarks . --Records good No known diversion.

DISCHARGE, IN 2UBIC FEET PEF BECOME , mJtfEMBtti ly >4 TO SEPTEMBER 1965

 

 ;

,

5

6

7

a

11

12

14

lb

U

IB

U

23

21

22

23

24

25

2s

3C

MEAN

WIN

MGV N.

-

-

_

-

-

-

-

_

'

7.5

27

45

/Z

12

3..»

B.I

3.B

3.4

7.4

6.8

5.6

-

-

5.6

= 2

5t

2b

21

IB

17

4B

24

2u

19

16

14

15

15

lo

lo

16

15

13

10

10

12

24. L>

% .9

-

14

41

2t

2i.

1B

17

94

234

103

5C

42

31

30

20

28

28

74

i-JJ

89

50

-c

29

29

?5

56. C

13

22

19

2L

21

23

47

162

zsc

665

14<i

99

86 

8L

61

54

50

44

43

142

226

157

~_ _

 

119

15

B8

61

56

4S

42

3ti

:1

3o

64

5.7

43

81

44

36

33

32

33

33

55

n 8

56

5t

54

5>.l

32

 

47

5C

42

4r

36

33

3L

2t>

24

IB

17

13 

12

43

112

53

27

2^

17

15

22

25

13

14

32.3

12

* 5. 3

8.7

8.2

7.6

7.2

7.8

119

116

50

48

US

62

53

4o

fj

12

2t

35

33

62

86

46

*- °

42.8

7.2

17

1Z

12

'2

17

1Z

°.4

7.1

6.4

4e

110

300 

108

33

26

20

17

3J

40

46

118

35

Z3

18

58.3

6.4

1

>H

,2

i3

.8

.7

.8

.6

.a

.8

.5

,1

.80

.50

.40

.20

.21

.10

. 1C

1 1"

.80

1o

3.4.:-

.10

.10

0

0

c

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

^

.C13

0

c

c

c

c

c.

r

c

c

c

c

c

c

c<"

0

.40

.10

i.O

.30

, 10

c

0

.063

C
RED RIVER BASIN

7-3470. Kelly Bayou near Hosston, La.

Location. Lat 32°51'25", long 93°52'20", in SW£NE£ sec.36, T.22 N., R.15 W., near center of span 

on downstream side of bridge on U.S. Highway 71, 0.4 mile downstream from Willow Lake lateral, 

2.0 miles south of Hosston, and 2.7 miles upstream from mouth.

Drainage area. 116 sq mi.

Records available. September 1944 to September 1965.

Gage. Water-stage recorder. Datum of gage is 165.53 ft above mean sea level, datum of 1929, supplementary adjustment of 1941. Prior to Feb. 2, 1953, wire-weight gage at same site and datum. 

Auxiliary water-stage recorder on Black Bayou 4.2 miles downstream. Datum of auxiliary gage is 

155.59 ft above mean sea level, datum of 1929, supplementary adjustment of 1941.

Average discharge. 21 years, 99.1 cfs (71,750 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (700 cfs), water years 1961-65

Date

Dec. 8 1960

June 25 1961

Sept. 13 1961

Oct. 1 1961

Nov. 22 1961

Dec. 17 1961

Time

1100

16OO

2030

1600

2000

2000

Discharge

* 1,510

853

860

1,200

* 1,600

1,290

Qage 

height

14.44

11.34

10.77

12.25

13.82

13.56

Date

Jan. 14, 1962

Jan. 26, 1962

Feb. 23, 1962

Apr. 28, 1963

July 16, 1963

Time

2300

1700

2300

2200

1230

Discharge

1,500

1,230

1,250

* 1,280

925

Qage 

height

13.38

13.01

a 12. 38

12.48

11.07

Date

Apr. 22, 1964

Apr. 24, 1964

Dec. 3, 1964

Feb. 12, 1965

June 14, 1965

Time

1530

1430

1800

0330

1500

Discharge

1,050

* 2,780

1,380

* 1,430

725

Gage 

height

11.63

17.22

12.91

13.97

10.11

a occurred Feb. 24, 1962.

Annual minimum discharge , wate

1961

1962

1963

Oct. 21, 23-25, 1960

Sept. 3, 4, 1962

July 11, 12, Aug. 27, 1963

2.8

5.2

1.0

1964

1965

Aug. 10, 1964

Oct. 17, 18, 1964

1.0

1.1

1944-65: Maximum discharge, 4,460 cfs Apr. 28, 1958; maximum gage height, 22.72 ft Apr. 29, 

1958; no flow May 23, 24, 1948. due to severe backwater conditions; minimum discharge unaffected 

by backwater, 1.0 cfs July 11, 12, Aug. 27, 1963, Aug. 10, 1964.

Remarks. Records good.

Revisions (water year). WSP 1391; 1945.

DISCHARGE, IN CUBIC FtET PER SECOND, WATER YEAR OCTOBER 196i! TG SEPTEMBER l<3ol

DAY

2

5

7 

B

10 

11

12 

13 

14 

l"i

16 

17

18

20

22 

23 

24 

25

27

28

30 

31

TOTAL

MAX 

MIN

OCT.

5.4

5.2

5.4 

10

14 

 i.4

6.6 

5.C 

4.6 

4.2

3.6 

3.i 

3.4

3.2

1:1 2.3

3.0

3.6

21 

20

21

2.8

NOV.

7.8

4.4

4.& 

4.4

38

29

19 

14 

2i

iti 

27

IB

Ib 

14 

14 

13

12

12

13

164

DEC.

12 

12

1.D1C 

1.33C

715 

48C 

322 

233

172 

135 

107

6C 

56

5i

49

51

56

135 

332

JAN.

237

200

252

140 

143 

138

111

QO

58 

53 

71 

111

102 

84

72 

09

FtB.

1C6

96

168

56 

53

50

49

B6

416 

3B7

301 

240

187 

174

___

MAR.

137 

124

132

182 

201

12o 

22o

235

2C8 

17-* 

1*1

34b

386

3? 3 

367

APR.

286 

225

111

279 

235 

195

1&8 

1*1

69 

60 

53 

48

58 

42

36

MAY

51

45

3C 

28

18 

16 

15

14 

13

10 

1C1111

1C 

12

1C

B.B

6.B

JUNE

7.4

7.2

7.0

6.4 

6.6

49 

35 

24

37

SQ

39 

25 

12? 

5 2 a

336 

23=

1U4

6.4

JULY

97

9"

46

22 

'5

22 

17

15

14 

50 

228

151 

243 

274

iR

28 

23 

30 

60

50 

29

19

16

14

AUG.

12 

LI

8.8

R.2

7.8 

7.

7. 

7. 

8.

la

25 

44

16

10 

9.2 

8.1 

°.4

8.6 

B.4

7.6 

7.6

7.4

SEPT.

7.2

7.0

6.S

0.8

6.8

7.2

6.3

7 

6 

5

Z

5

S

3

a &

2

5 

2,574.0

6.6

WAT YR 1961: TUTAL 38,445.2 AC-FT 76t26f
RED RIVER BASIN

7-3470. Kelly Bayou near Hosston, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECQNOt WATER YEAR OCTOBER 1°61 TO SEPTEMBER 1962

1

3

5

6

7 

8 

9

12

14

16 

17

18

20

22 

23

26 

27

29

30

TOTAL

MAX

MIN

727

440

102

34

21

18

15 

14 

14

14 

13

12

12

12

13

15

18

15

15

IB

20 

23

84B 

1,180

199

72

59

49

50

82

535

292

533 

1,170

260

185

10B

106 

110

I 83

189

168

289

156

126

505

390 

322

174 

371

448

252

180

151

141

111

102

129 

150

123 

663

251

260

208

164

123

270

181

156 

135

120 

1C8

80

169 

514

355

147

90

123 

100 

85

481

49

66 

64

90

60 

54 

97

340

261

481

10,010

393

324

187

114 

90 

72

42

33

26 

24

IS

15 

14 

13

13 

12

38

79.3 

393

4,880

26

132

53

79 

117

56

35

24 

20

16

12 

11 

10

13 

9.8

23

132

<>.8

2,680

17

12

9.6 

9.2

8.6 

8.2 

8.C

7.6

7.4

7.2 

7.4 

7.6

7.6

7.4 

7.6

8.0

7.4

8.6 

21

16

39 

7.2

677

8.4

7.4

9.0 

11

8.8 

7.8 

7.2

7.4

7.2 

7.2 

7.2

6.8

6.6 

6.6 

7.2

7.5

7.5 

7.0

25

?5 

6.6

516

8.C

5.5

5.9 

2

0 

0 

9

7.C

6.0

6.0 

5.8 

5.5

5.5

5.5 

5.5 

6.G

15

55 

2C

7.8 

6.2

28<).5

55 

5.2

574

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTQBEIi 1962 TO SEPTEMBER 1963

J

3

5

6

8

9

10

11

12

13

14

15

16

17

18

19

20

22 

23

24

25

26

27

28

29

30

MEAN 

MAX 

HIN

9.0

9.6

6.4

5.6

5.6

5.4

5.4

5.4

6.0

6.0

6.0

6.2

7.6

9.2

12

13

11

9.0 

8.6

a.a

8.4

8.4

8.4

8.6

8.8

9.0

B. 17 

5.4

9.2

9.4

10

9.0

9.4

12

15

13

10

8.4

8.0

7.8

7.8

8.0

11

6

4

4 

0

7

9

9

1

2

7

7

16.2 

7.8

20

16

14

13

12

11

11

11

10

10

10

11

11

12

12

12

13

20 

23

20

20

24

26

27

31

34

1C

23

28

89

84

41

32

26

24

21

18

15

14

14

14

15

19

28

24

21

19

16

14

14

15

15

16

14

22

21

17

15

15

15

14

16

20

20

18

17

15

14

15

22

34

25 

20

13

18

18

18

22

 . 

_____

14

151

112

56

44

31

28

32

41

40

36

30

26

38

41

58

54

41

29 

25

23

30

112

112

76

52

41

23

30

?*

22

34

84

58

41

33

28

24

-0

18

16

15

14

14

14

16 

15

15

16

16

18

287

677

244

14

109

33

24

23

2

2

1

1

l:

1

1

1

.4

I .4

.4

.6

.0

.6 

.2

.8

.7

.8

.2

1

.0

.4

4.7

6.6

4.2

3.5

3.5

3.5

3.4

3.4

3.4

3.4

3.4

3.2

3.2

4.4

5.4

7.4

6.0

6.2

4.8 

4.6

5.6

6.0

4.8

4.0

3.4

3.0

2.8

2.8

2.6

2.4

2.3

1.7

4.0

9.0

2.6

1.4

1.9

3.6

3.2 512'

900

780

485

189

54

13 

11

8.0

6.2

95

64

36

17

12

105 

1.4

9.0

6.2

5.0

5.0

4.6

4.4

4.1

4.1

4.0

3.8

3.8

3.6

3.6

3.6

3.6

3.5

3.5

2.8 

2.3

1.9

1.6

1.4

1.4

1.7

1.6

1.9

3.70 

9.0

1.4

1.8

1.

1.

1.

2.

2.

2.

2.

2.<

5^

4.

4.

3.

4.

4.

4B

4.

4.

3.

3.

2.

2.

2.

3^

2.

 3.0 

1.

MAT YR 1963: TOTAL 10,393.9 MEAN 28.5 MAX 900 MIN 1.4 AC-FT 20,620
RED RIVER BASIN

7-3470. Kelly Eayou npar Hosston, La.--Continued

bISCHAR&fc, n CUBIC FEET PEP SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER

1

3

4

5

6

7

b

~

It,

j

t_

3

4

 

6

7

8

"

1

2

5

^

b

b

7

9

MAX 

M1N

?. i

2.6

2.6

2.6

^.4

2.-,

/.4

2.4

2.3

2.3

2.2

2. 2

2.2

?.2

2.?

2,0

1.-

3 . j

I. J

1.8

1.3

1.5

l.t

1.7

2.=- 

1.7

1,7

1.7

1.7

1.7

1.7

1.6

i.6

1.6

1.6

l.h

1.6

1.6

1.5

1.5

1.5

1.6

1.5

1.5

1.6

1.6

15

112

7 5

35

14

a.4

6..:

" *

 

LIZ

1.5

5.2

5.C

4.6

-t.2

4.1

t.C

3.B

i.6

15

2 8

1 8

1 *+

2

4

8

5

3

5

6

5

^

5

2

3

3

13

218

3,6

1 =

1^

14

14

14

14

j i,

14

1?

13

i i

13

12

1?

13

13

i 4

15

!< 

13

12

li

li

11

tu

8.8

1°

e.B

9.8

11

14

73

124

96

64

41

31

25

21

20

26

36

41

40

35

34

33

28

^3

20

18

1 T

17

18

17

°.B

17

118

2L'

"5

379

385

236

?67

"9

25C

?ri

141

111

123

117

CC

7?

105

168

ISO

1C8

76

66

",6

73

72

5s.'

17

37

37

57

76

79

56

41

34

2S

32

42

42

34

28

25

23

26

24

25

7i

06

, 3C

. =5

. 51>

, 50

ilG

 

23

3 8

? 1

1 1

?

1

4

7

: b

1

3

0

a

4

1

9

7

5

3

11

10

o.O

P.O

7.0

1.0

6.5

6.2

5.6

~ *

5.6

13

8.6

7.2

6.4

5.6

5.C

4.9

4. 4

4.4

4.4

4.4

4.2

4.0

4,0

3,8

7 .0

6.0

3.0

2.8

2,8

2.6

2.8

3.0

3,0

3.C

3.0

3.2

2.6

3.4

3.8

3.6

3.6

3.6

3.8

4.C

4.4

4.6

5.2

*.*

5.P

6.2

6.4

6.6

6.R

7,0

7.2

7.4

7.6

6.8

6.2

5.8

5.2

'.2

4,0

3.8

*

2. 8

2.6

2.4

2.2

1.6

1.6

1.4

1.6

1.6

7.0

2.2

1.8

2.4

Z.b

2.6

20

7.3

41

22

8.8

5.0

15

12

7.8

6.8

5.4

5.0

4.3

1.4

SEPT.

3.

3.

3.

3 -

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

6.2

70

?2

23

160

115

17

9.8

10

^.4

3.4

3.8

74

-

?1.8 

3.0

DISCHARGE, lij CUBIC FEET PER SECOND, HATEP YEAR OCTOBER 1964 TO SEPTEMBER 1=65

1

i 

1,

5

7

e

10

11 

12

14

16

18

1-3

21

25

2e 

27

2B 

2?

MEAN 

MAX

4C-FT

24 

13

3.5 

2.d 

2.3 

l.a

1.6

1.4 

1 .3

1.3

1.3 

3.8

2.U

2.3

]. 8

1.7 

1.9

2.8 

3.2 

3.2

3.70

228

2.6 

2.4 

2.6

1.9

2.6 

4.7

3.4 

3.6

3. 5

3.8

4.0

4.C

4. u 

*t.O

4.2

4.4

! 

2:

23 

23 

2;

a. 15

366

le 

is

851

512

385 

176 

95 

7i 

172

267

208

Hi

6e

58 

52

43

43

41

3-= 

35

31 

28 

26

149

29 

32 

102

115

as

68 

60 

401

sai

500 

513

217

118

74

68

341

352 

233

lie

92

185

72

68 

64

55

55 

56 

T39 

21<»

1-063 

1,200

853

160 

132

105

78

276

317

::"::

302

447

393 

334

237

113

153 

132 

115

102

90 

118

156

150

82

74

62 

232

124 

341

176

17-5

136

124

112

102

192 

98 

88 

80

74

68

54

39 

37

36

33

30 

35

54 

44

68.1

40 

36

34

34 

34 

33 

34 

40

56

82

60

118

88

58

49

43 

43

2C8 

121

67.3

30 

17 

14

11

13 

23

10 

10 

28

13 

16

594

52 

42

32

27

30 

52

51 

38 

30

L '3.3

25 

22

20

18

17 

16 

16 

16 

16

16

16

13

12 

12

11

10

11 

11

18

111111

 ?;:,-

10

9.6 

9.6

1.6

9.0 

9.O 

°.3 

8.7 

7.8

7.2

6.8

6.8

6.5

6.5 

6.0 

5.5

5.2

5.8

5.0

5.2

5.0

*.C

1:1

*.76 

10

SEPT.

4.8 

4.0 

3.5

2.8

2.5 

2.5 

2.3 

2.3 

2.3

3.2

2.8

2.3

2.1

2.1 

2.3 

2.1

3.5

17

9.0

5.5 

4.0

4.0 

4.0 

4.2

4.48

17
RED RIVER BASIN

7-3475. BlacK Bayou near Gillian, La.

Location. Lat 32°48'55", long 93°52'15", In SE^NW^ sec.13, T.21 N. , R.15 W., near left bank on 

clownstream side of bridge on State Highway 170, 0.2 mile downstream from Red Bayou and 2 miles 

southwest of Gilliam.

Drainage area. 364 sq ml.

Records available. August 1942 to September 1965 (since Sept. 30, 1959, gage heights only).

Gage.--Water-stage recorder. Datum of gage Is 155.59 ft above mean sea level, datum of 1929, supplementary adjustment of 1941. Prior to Dec. 13, 1948, wire-weight gage at same site and datum. 

Auxiliary water-stage recorder 5.5 miles downstream at datun 155.89 ft above mean sea level, datum 

of 1929,'supplementary adjustment of 1941. Auxiliary wire-*eight gage at same site and datum as 

auxiliary water-stage'recorder, Jan. 26, 1945, to Oct. 25, 1949.

Extremes. Maximum and minimum gage heights for the water years 1960-65 are contained in the 

following table:

Water

year

1960

1964

Mar 3,

Maximum

Date

1964

Gage height 

(feet)

17 °4

Minimum

Date Gage height 

(feet)

1 91

a Not previously published.

1942-65: Maximum gage height

194S-59: Maximum discharge,

27.51 ft Apr. 29, 1958; minimum, 

17,700 cfs Apr. 29, 1958; m:_nimum.

1.91 ft Sept. 17, 1965. 

1.6 cfs July 26, 1943.

QAGE HEIOHT, IN FEET, WATER YEAR OCTOBER 1959 TO SEPTEMBER 1960

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

25

24

25

26

27

28

29

30 

31

MAX

HIM

OCT.

2.76

2.75

2.74

2.75

2.97

3.01

3.04

2.95

2.94

2.80

2.74

2.73

3.50

4.84

4. 52

4.15

3.81

3.52

3.30

3.16

3.07

3.02

2.98

3.16

2.88

2.70

2.81

2.64

2.60

E.61

2 . 62

4.84

2.60

NOV.

2.62

2 .62

E.62

3.20

3.57

3.57

3.23

3.02

2.94

2.92

3.01

3.14

3.35

5.19

4.81

4.54

4.38

4.05

3.83

3.70

5.65

3.58

3.55

3.59

3.48

3.43

3.54

3.31

3.19

3.08

5.19

2.62

DEC.

3.12

3.18

3.11

3.07

3.21

3.28

5.13

3.10

5.12

3.15

4.00

6.12

6.90

6.81

6.91

11.90

14.36

14.12

13.43

12.60

11.78

11 .07

10.38

9.73

9.02

8.25

8.05

8.28

7.88

7.25

14.36

3.07

JAN.

7.59

8.17

8.46

8.18

8.31

9.78

10.14

9.98

9.59

9.23

9.02

8.75

8.93

13.05

14.05

13.13

12.98

13.35

13.14

12.62

12.08

11.76

11.65

11.78

11.84

11.78

11.70

11.34

11.07

10.48

9.66

14.05

7.59

FEB.

8.87

8.32

8.18

9.94

10.68

10.58

9.94

9.39

9.03

8.93

8.57

7.89

7.44

7.00

6.63

6.66

7.21

11.50

12.06

11.45

11.74

11.55

10.94

11.28

12.57

12.33

11.59

11.00

10.53

12.57

6.63

MAR.

10.53

14.16

16.74

16.52

16.15

15.68

15.19

14.53

13.92

13.13

12.20

11.05

9.84

9.07

9.05

9.25

9.01

8.54

8.28

7.87

7.51

7.34

7.12

6.97

6.73

6.64

6.54

6.39

6.34

6.45

6.03

16.74

6.03

APR.

5.75

5.65

5.51

5.35

5.25

_

-

_

-

-

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

.

MAY

-

3.94

_

-

-

.

_

-

_

-

_

_

_

_

-

_

3.50

3.42

_

-

_

_

_

_

-

_

_

_

_

-

_

JUNE

4.00

-

_

_

-

_

_

_

-

-

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

.

JULY

-

-

_

_

-

2.83

_

-

_

-

_

_

_

_

-

_

_

_

_

-

2.52

2.50

2.49

2.47

2.47

2.46

2.45

2.44

2.44

2.43

2.44

_

AUG.

2.46

2. 4

2. 4

2. 4

2. 3

2. 3

2. 3

2.43

2.44

2.50

2.53

2.49

2.44

2.43

2.49

2.47

2.44

2.43

2.47

2.49

2.52

2.56

_

-

_

_

-

_

-

_

2.43

SEPT.

_

-

_

_

-

.

2,55

_

-

-

_

_

_

_.

-

_

_

-

_

-

_

_

_

_

-

_

_

_

-

.
RED RIVER BASIN

7-3475. Black Bayou near Gilliam, La. Continued

GAQE HEIGHT, IN FEET, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8 

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30 

31

MAX

MIN

OCT.

.

-

-

_

-

4.97

4.79

4.74

4.32

4.13

3.92

3.74

3.64

3.54

3.40

3.27

3.14

3.28

_

_

-

_

-

_

_

-

-

.

NOV.

.

3.23

-

_

-

_

_

-

-

_

_

_

_

-

_

_

6.21

-

_

_

-

_

-

_

_

4.11 

4.31

4.09

.

DEC.

3.84

3.65

3.55

3.45

3.94

6.15

13.60

17.35

18.43

18.91

18.77

18.44

18.22

18.12

18.00

17.80

17.56

17.28

17.03

16.69

16.28

15.89

15.52

15.13

14.77

4.29

3.82 

4.48

4.16

4.48

18.91

3.45

JAN.

14.77

14.37

13.90

13.36

12.75

12.10

12.28

13.53

13.24

12.96

12.62

12.33

12.11

11.98

11.45

10.74

10.21

10.13

9.66

9.18

8.33

7.84

7.80

8.47

9.09

9.05

8.74 

8 .53

8.30

14.77

7.80

FEB.

7.82

8.14

8.18

7.60

7.08

6.87

8.05

8.11

6.97

6.62

6.37

6.21

6.09

5.94

5.83

6.22

7.18

7.38

8.52

11.03

11.56

12.12

12.83

13.47

13.56

13.54

13.70

 

13.70

5.83

MAR.

13.67

13.52

13.25

12.97

12.67

12.30

11.68

11.43

9.14

8.09

7.49

8.10

8.48

8.25

7.81

8.64

10.67

10.84

11.07

11.40

11.49

11.62

11.51

11.32

11.17

12.72

13.41 

13 .83

14.14

14.76

14.76

7.49

APR.

14^78

14.64

14.47

14.34

14.35

14.39

14.40

14.23

14.26

13.73

14.07

13.84

13.14

12.36

11.26

10.00

9.15

8.47

7.95

7.47

7.07

6.70

6.33

6.07

5.77

5.60

5.41 

5.10

4.90

14.78

4.90

MAY

5.12

5.24

5.13

4.96

4.80

4.75

4.71

4.70

4.52

4.28

4.11

3.93

3.82

3.76

3.55

3.42

3.35

3.30

3.21

3.18

3.17

3.13

3.06

3.04

3.08

2.96

2.98 

2.99

2.97 

2.94

5.24

2.94

JUNE

2.93

2.88

2.84

2.77

2.74

2.65

2.63

2.62

3.93

4.14

3.99

4.10

4.18

4.15

4.33

5.03

6.45

7.81

8.06

7.48

6.87

6.33

8.49

13.15

15.78

15.64

15.34

14^40

15.78

2.62

JULY

13.72

12.72

11.62

10.37

9.22

3.28

7.45

6.71

5.71

5.52

5.28

4.35

4.30

3.91

3.52

9.28

9.24

8.46

7.34

6.22

5.35

4.75

4.53

4.37

5.16

4.39

4.40

3.69 

4.62

13.72

3.69

AUG.

5.28

6.24

6.53

6.58

6.56

6.50

6.47

6.45

6.37

6.33

6.28

6.23

6.17

6.16

6.19

6.24

6.33

6.26

6.10

5.96

5.91

5.92

5.32

5.72

5.53

4.18

3.19 

2.82

3.15

6.58

2.82

SEPT.

2.97

2.68

2.60

2.58

2.54

2.53

2.54

2.62

2.63

2.60

3.20

8.77

9.76

8.63

7.53

6.15

4.73

3.86

3.49

3.18

3.07

3.01

2.94

3.38

2.34

2.81

2.73 

2.78

3.86

9.76

2.53

GAGE HEIGHT, IN FEET., WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

8.60

12.12

10.44

8.54

7.20

6.48

5.92

5.47

5.09

4.73

4.46

4.59

4.57

4.07

3.64

3.37

3.22

3.15

3.14

3.11

3.04

3.02

3.01

3.00

2.99

2.99

2.97

2.97

2.98

2.93

3.00

12.12

2.97

NOV.

2.99

3.07

3.26

3.13

3.17

3.23

3.15

3.14

3.09

3.07

3.09

3.13

3.21

3.32

3.47

3.72

3.73

3.72

3.77

3.76

3.69

'8.80

15.92

15.99

15.30

14.17

12.60

10.87

9.56

3.62

15.99

£.99

DEC.

7.82

7.19

6.70

6.28

6.23

6.60

6.58

6.27

8.70

.12.28

13.90

14.78

14.09

13.36

13.04

13.49

16.44

17.59

18.09

13.10

17.57

16.80

16.08

15.40

14.35

14.42

14.08

13.69

13.03

12.24

12.36

18.10

6.23

JAN.

12.18

11.40

10.47

10.62

11.64

11.53

10.50

9.57

8.90

8.76

8.28

7.83

7.53

9.05

15.24

14.29

13.24

12.23

11.57

11.17

10.69

10.35

12.17

12.60

12.66

14.19

16.83

17.11

17.17

17.05

16.71

17.17

7.58

FEB.

16.29

15.84

15.39

14.97

14.57

14.04

13.37

12.67

11.99

11.04

9.95

9.12

8.38

7.69

7.26

7.16

7.01

7.22

7.47

7.40

7.31

7.26

9.40

14.51

15.26

15.34

15.09

14.71

 

16.29

7.01

MAR.

14.21

13.74

13.37

13.05

12.81

12.46

12.19

12.08

12.20

12.60

13.20

3.30

3.05

2.47

1.79

1.15

0.54

9.95

9.62

9.36

9.33

3.96

3.55

8.13

8.52

8.56

7.99

7.53

7.18

7.10

9.70

14.21

7.10

APR.

10.45

9.81

8.86

8.19

7.81

7.73

7.70

7.50

7.27

7.03

7.20

9.93

8.99

7.69

6.95

6.49

6.32

6.51

6.72

6.59

6.34

6.13

6.09

6.80

9.87

10.45

10.44

11.40

10.95

10.53

11.40

6.09

MAY

12.33

13.20

12.88

12.31

11.51

10.75

10.03

9.30

3.45

7.63

6.82

6.11

5.51

5.01

4.63

4.50

4.31

4.05

3.36

3.70

3.53

3.40

3.37

3.34

3.33

3.33

3.32

3.32

3.33

3.41

3.57

13.20

3.32

JUNE

3.60

.4.48

5.19

5.35

5.49

5.70

6.44

6.97

6.89

6.50

6.38

6.97

6.90

6.88

6.78

6.66

6.57

6.36

6.17

5.62

5.03

4.53

4.11

3.79

3.63

_

_

3.88

3.73

3.57

6.97

3.57

JULY

-

_

-

-

-

_

-

_

_

2.76

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

-

AUG.

_

3.16

-

-

-

_

-

4.26

4.30

4.56

4.63

4.77

4.77

4.08

3.60

3.43

3.36

3.32

3.31

3.30

3.29

3.29

3.29

3.23

3.31

3.30

3.26

3.25

3.30

3.40

3.37

4.77

SEPT.

3.30

3.26

3.24

3.22

3.22

3.27

3.26

3.26

3.27

3.33

3.28

3.26

3.25

3.22

3.20

3.20

3.17

3.14

3.13

3.09

3.09

3.10

3.10

3.94

5.56

6.27

6.35

6.27

6.21

6.17

6.35

3.09
RED RIVER BASIN

7-3475. Black Bayou near Gilliam, La.--Continued

GAQE HEIGHT, IN FEET, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

a

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30 

31

MAX

WIN

OCT.

6.43

6.33

6.18

6.08

5.94

5.85

5.77

5.70

5.63

5.53

5.43

5.32

5.22

5.11

5.00

4.89

4.85

4.76

4.68

4.61

4.53

4.40

4.25

4.14

4.07

4.00

3.91

3.80 

3.79

3.74

3 . 66

6.43

3.66

NOV.

3.52

3.44

3.42

3.35

3.25

3.16

3.14

3.31

3.35

3.32

3.30

3.35

3.27

3.19

3.15

3.16

3.26

3.49

3.53

3.72

3.82

3.82

3.76

3.74

3.90

3.97

4.59

4.65 

4.62

4.39

4.65

3.14

DEC.

3.53

2.98

_

2.65

-

.

-

_

_

-

_

_

_

_

-

_

_

.35

.15

.99

.31

.05

.80

.65

.55

.55

.57

.64 

.81

.76

.69

5.05

JAN.

4.61

4.61

4.61

4.69

5.41

5.47

5.25

5.02

4.75

4.70

5.23

5.47

5.50

5.46

5.41

5.36

5.31

5.26

5.31

5.39

5.33

5.25

5.15

5.05

4.94

4.85

4.70

4.66 

4.64

4.64

3.

5.50

3.98

FEB.

3.38

3.09

3.00

2.88

3.06

3.68

3.87

3.96

3.99

3.99

3.96

3.46

3.06

2.86

_

_

_

2.94

3.02

3.02

2.94

2.87

- 

-

_

-

-

3.99

MAR.

4.48

4.78

4.63

4.26

3.85

3.54

3.33

3.15

3.09

3.07

3.28

3.28

3.18

3.02

2.92

3.45

3.93

3.74

3.62

3.38

3.19

3.01

2.88

_

-

3.55

3.94

3.88 

3.61

3.35

3.17

4.78

APR.

3.00

2.89

_

2.75

-

_

_

_

3.87

4.11

4.39

4.57

4.52

4.36

4.18

3.90

3.64

3.46

3.46

3.46

3.37

3.30

3.21

3.13

3.31

3.35

3.46

5.67 

13 32

12.04

13.32

MAY

9.98

8.46

7.67

7.14

6.70

6.42

6.82

6.82

6.52

6.16

5.83

5.45

4.87

4.26

3.70

3.35

3.22

3.12

-

_

2.32

-

-

-

.

-

-

-

9.98

JUNE

-

-

-

E.43

-

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

_

_

-

_

-

_

-

-

-

_

JULY

_

_

_

_

-

_

_

_

2.97

-

_

_

_

_

5.30

8.19

9.03

8.47

7.06

5.47

4.36

3.62

3.32

-

-

_

-

-

3.94

3.45

9.03

AUG.

3.23

_

_

_

-

2.39

-

_

_

-

_

_

^

_

-

_

_

_

-

-

_

-

-

-

.

-

-

-

_

SEPT.

_

_

_

_

-

_

_

_

_

2.25

_

_

_

_

-

_

_

_

2.33

-

_

_

-

-

-

_

-

-

-

_

GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 191.3 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

a

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

_

2.31

_

-

-

_

-

-

_

-

.

_

_

_

-

_

-

_

_

-

_

_

_

-

-

_

-

-

-

2.34

.

NOV.

_

-

_

-

-

.

-

-

_

-

_

_

_

_

-

.

_

_

_

-

_

-

3.58

3.72

3.49

3.15

_

-

_

-

_

DEC.

.

_

2.41

-

-

.

-

-

_

-

5.28

5.80

5.22

4.52

3.93

3.50

3.26

3.23

3.34

3.50

3.73

3.87

4.17

-

-

_

4.42

4.40

4.27

4.05

3.87

.

JAN.

3.72

3.60

3.50

3.39

3.33

3.36

3.34

3.29

3.58

3.42

3.21

3.52

3.55

_

-

3.09

3.10

3.10

3.14

3.26

3.15

3.09

3.08

3.18

3.30

3.15

_

_

_

-

3.72

FEB.

_

-

_

-

4.82

.49

.66

.37

.97

.65

.35

.07

.17

,20

,54

.72

.51

.53

.57

.39

.24

.09

.93

.80

.69

.63

.63

.71

.62

 

5.66

MAR.

3.50

4.97

5.77

6.48

7.65

8.12

8.79

8.70

9.19

10.10

9.58

8.97

8.19

7.65

7.37

7.09

6.74

6.32

6.42

7.01

6.96

6.42

5.93

5.68

5.70

5.80

5.56

5.31

5.09

4.88

4.73

10.10

3.50

APR.

4.62

4.44

4,33

4.24

4.83

5.29

5.32

5.23

4.86

4.55

4.34

4.30

4.45

4.44

4.28

4.05

3.81

3.78

3.69

3.57

3.47

7.21

10.21

13.12

20.23

20.29

19.98

19.14

18.08

16.68

20.29

3.47

MAY

_

-

-

-

9.00

7.79

6.94

6.34

_

-

5.04

4.85

4.58

4.13

3.78

3.55

_

_

_

-

_

_

_

_

2.41

_

2.33

_

_

-

_

JUNE

_

2.51

_

_

-

_

-

-

2.26

_

_

_

_

-

2.16

2.30

2.46

2.23

2.17

2.14

2.12

2.11

2.10

2.10

2.09

2.09

2.09

2.09

2.09

_

JULY

2.08

2.08

2.16

2.08

2.07

2.05

2.04

2.03

2.02

2.01

£.02

2.01

1.99

2.00

2.00

2.01

2.00

2.00

E.01

2.02

2.03

2.04

2.04

2.05

2.10

2.03

2. OE

2.01

2.00

2.01

"

2.16

1.99

AUG.

1.99

1.97

1.98

1.98

1.96

1.95

1.95

1.96

2.01

2.05

2.03

1.98

1.98

1.99

2.01

3.04

2.71

3.03

3.13

2.68

2.36

2.27

2.19

2.16

2.14

2.07

2.08

2.07

2.06

2.06

2.05

3.13

1.95

SEPT.

2.05

2.04

2.03

2.03

2.03

2.03

2.04

2.06

2.06

2.05

2.06

2.06

2.08

2.09

2.10

2.21

3.16

2.96

2.66

3.52

4.82

3.86

3.08

2.68

2.43

2.25

2.26

2.77

3.08

3.03

4.82

2.03
706 RED RIVER BASIN

7-3475. Black Bayou near Gilliam, La. Continued

QAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27 

28

29

30 

31

MAX

MIN

OCT.

2.76

2.50

2.34

2.40

2.31

2.17

2.08

2.05

1.99

2.00

2.00

1.99

1.97

1.98

1.99

2.00

2.00

2.0O

2.17

2.20

2.07

2.00

1.97

1.96

1.96

1.98 

1.98

1.98

2.00

2.00

2.76

1.96

NOV.

1.99

2.00

1.99

2.01

2.03

2.10

2.15

2.09

2.08

2.08

2.08

2.10

2.10

2.11

2.11

2.10

2.13

2.23

2.77

2.89

2.77

2.73

2.70

2.74

2.80

2.90 

3.17

3.16

3.10

3.17

1.99

DEC.

2.89

2.80

8.27

12.69

11.98

10.51

8.89

7.71

7.09

7.77

9.03

8.68

8.06

7.32

6.70

6.24

6.10

5.89

5.37

5.08

4.88

4.72

4.58

4.52

4.39

4.03 

3.79

3.69

3.71

3.73

12.69

2.80

JAN.

3.71

3.75

4.89

5.73

5.73

5.52

5.27

5.10

7.84

10.52

10.07

10.14

10.23

10.33

10.24

9.87

8.96

8.07

7.34

6.76

6.24

6.75

8.44

8.95

8.94

8.84 

8.54

8.12

7.64

7.05

10.52

3.71

.FEB.

6.56

6.19

5.72

5.38

5.13

4.93

4.81

6.04

8.31

9.31

12.88

17.07

17.20

17.21

16.99

16.26

15.06

13.76

12.73

11.92

11.31

10.60

9.82

10.50

11.68

11.31 

11.00

_ __ _

------

17.21

4.81

MAR.

12.38

13.84

13.71

13.97

14.52

4.31

3.55

2.40

1.27

0.12

9.07

8.70

8.49

8.19

7.75

7.31

7.48

8.05

8.00

7.48

6.97

6.57

6.35

6.26

6.23

7.70 

7.46

7.25

9.47

9.98

14.52

6.23

APR.

9.40

8.86

8.48

8.23

7.85

7.52

7.38

7.26

7.02

6.69

6.37

6.10

5.72

5.36

5.24

4.93

4.59

4.31

4.07

3.93

3.76

3.60

3.48

3.39

3.83

3.51 

3.56

3.47

3.84

9.40

3.39

MAY

3.26

3.15

3.02

2.94

2.85

2.75

2.68

2.59

2.53

3.00

4.16

4.07

4.12

4.15

4.38

5.63

6.80

6.85

6.75

6.60

6.42

6.20

5.94

5.63

5.33

5.01 

6.16

7.20

6.79

6.19

7.20

2.53

JUNE

5.78

5.39

5.09

4.73

4.37

4.28

4.21

3.89

3.64

3.87

3.75

3.80

3.33

6.39

8.69

7.38

5.81

4.79

4.14

3.71

3.40

3.11

3.01

3.05

3.43

3.71 

3.60 

3.40

3.23

3.12

8.69

3.01

JULY

3.02

2.88

2.71

2.55

2.37

2.25

2. 2O

2.21

2.16

2.13

2.12

2.13

£ .12

2.11

2.11

2.10

2.12

2.13

2.12

2.11

2.10

2.09

-

-

~

-

-

-

3.02

AUQ.

-

-

-

-

2.01

2.01

2.07

2.19

2.07

1.99

1.98

1.S8

1.97

1.97

1.97

1.97

1.96

1.95

1.95

1.95

1.95

1.96

2.05

1.99

1.98 

1.97

1.97 

2.04

1.39

1.97

1.97

2.19

SEPT.

.04

.99

.95

.94

.93

.93

.93

.92

.92

.92

.92

.93

.93

.93

.92

.92

.94

.97

.93

.92

.00

.48

.42

.20

.09

.00 

.95 

.93

.92

1.92

2.48

1.92
RED RIVER BASIN 707

7-3480. Twelvemile Bayou near Dixie, La.

Location. Lat 32°38'45", long 93°S2'40", in NW£nw£ sec.14, T.19 N., R.15 W., near right bank on 

 downstream side of pier of bridge on State Highway 173, 0.1 mile downstream from Cottonwood Bayou,

4.2 miles southwest of Dixie, 5.5 miles downstream from Caddo Lake, and 17.3 miles upstream from

mouth.

Drainage area.--3,137 sq mi.

Records available.--August 1942 to September 1965.

Gage. Digital water-stage recorder. Datum of gage is 140.00 ft above mean sea level, datum of 1929, 

"supplementary adjustment of 1941. Prior to Sept. 5, 1947, wire-weight gage and Sept. 5, 1947, to 

Sept. 30, 1950, graphic water-stage recorder, at datum 5.88 i't higher. Oct. 1, 1950, to Sept. 30, 

1962, graphic water-stage recorder, at datum 3.88 ft higher. Oct. 1, 1962, to May 13, 1964, 

graphic water-stage recorder at present datum. Graphic water-stage recorder or once-daily gage 

readings for station on Red River at Shreveport used as auxiliary gage for this station. Datum of 

auxiliary gage is 131.48 ft above mean sea level, datum of 1!)29, supplementary adjustment of 1941 

(levels by Corps of Engineers).

Average discharge.--23 years, 2,631 cfs (1,905,000 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961 

1962 

1963 

1964 

196S

Date

Dec. 16 1960 

Feb. 1 Z, 1962 

Apr. 29 1963 

Apr. 27 1964 

Mar. 5 1965

Maximum

Discharge 

(cfs)

15,400 

11,200 

5,800 

7,970 

8,760

Gage height 

tfeet)

30.28 

a 26.56 

18.72 

£2.55

23.66

Date

Sept. 12 :i961 

Sept. 14 :.962 

Sept. 27 ::a, 1963 

Nov. 1 15, 1963 

Sept. 9 10,11, 1965

Minimum

Discharge 

(cfs)

39

b 17

b 10 

.20 

5.2

Gage height 

(feet)

4.12 

3.94

1.98 

2.01

a Occurred Feb. 1, 1962. 

b Minimum dally.

1942-65: Maximum discharge, 38,400 cfs May 5, 1958; maxinum gage height, 39.53 ft Apr. 5, 

1945, and May 5, 1958, present datum; minimum observed, 0.20 cfs Nov. 1, 6, 1963 (gage height, 

1.98 ft).

Remarks. Records good. Flow regulated by Ellison Creek Reservoir (see station 7-3455) since

January 1943, Lake O 1 the Pines (see station 7-3459) since August 1957, and Caddo Lake (usable 

capacity, 170,000 acre-ft).

DAILY MEAN GAGE HEIGHT., IN FEET, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

B

9

10

11

12

13

14

IS

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

3.47

3.49

3.37

3.35

3.67

3.97

4.08

3.95

3.61

3.38

3.20

3.07

2.83

2.80

2.52

2.30

2.08

1.91

2.58

1.99

1.80

1.72

1.70

1.52

1.41

1.71

1.84

2.08

2.16

3.14

4.08

1.41

NOV.

2.40

2.16

1.82

1.89

2.28

2.39

1.90

1.90

3.05

2.91

3.00

3.14

3. 28

3.42

3.71

6.26

6.34

6.30

5.97

5.97

6.12

6.09

5.90

5.7E

- CQ

5.51

5.37

5.60

5.73

4.97

6.34

1.82

DEC.

4.46

4.31

4.19

3.79

4. 29

5.34

11.84

18.85

21.81

£2.88

23.82

24.49

25.19

25.80

26.22

26.37

26.32

26.14

25.86

25.56

25.18

24.78

24.35

23.92

23.47

22.96

22.34

21.67

21.54

21.49 

21.37

26.37

3.79

JAN.

EL'53

21.31

20.87

20.29

19.58

18.85

18.57

19.21

19.73

19.96

19.69

19.41

19.17

19.07

19.01

18.48

17.89

17.58

17.67

17.11

16.54

15.71

15.35

15.15

15.70

16.58

16.26

15.93

15.70

15.36 

15.08

21.53

15.08

FEB.

14.77

14.80

14.39

13.47

12.74

12.22

13.07

12.60

11.63

11.08

10.66

10.40

10.33

10.03

10.17

10.24

10.27

11.22

10.89

12.02

14.81

15.75

16.40

17.50

18.52

19.19

19.82

20.64

 

------

20.64

10.03

MAR.

20.93

20.98

20.73

20.40

20.00

19.58

18.68

18.40

16.50

14.78

13.64

13.04

13.43

12.99

12.72

11.76

13.28

15.80

15.91

16.66

17.40

17.90

18.30

18.42

18.43

18.46

19.06

19.57

19.69

19.77 

20.67

20.98

11.76

APR.

21.06

21.29

21.59

21.78

22.05

22.23

22.32

22.12

22.22

21.82

21.08

20,96

20.15

19.23

18.52

16.99

15.50

14.32

13.50

12.80

11.96

11.36

10.63

9.97

9.66

8.57

8.36

7.95

7.01

6.82

22.32

6.82

MAY

6.98

6.64

6.59

6.50

6.55

6.65

6.41

6.84

6.75

6.68

7.00

6.84

6.41

6.24

5.90

4.89

4.61

4.20

3.68

3.17

3.01

2.99

2.69

2.38

2.37

2.12

1.83

1.93

2.16

2.09 

£.09

7.00

1.83

JUNE

2.09

1.99

1.97

1.86

1.76

1.62

1.47

1.42

1.70

1.97

2.12

2.30

2.57

2.70

2.77

2.50

3.90

5.23

7.55

8.83

8.42

8.23

8.09

10.64

16.59

18.56

19.48

19.90

20.03

19.80

20.03

1.42

JULY

19.24

18.38

17.45

16.63

15.90

15.20

14.50

13.50

12.60

11.75

_

9.50

9.03

12.99

13.16

15.72

15.46

14.61

13.73

12.73

11.71

11.12

10.78

10.38

9.87

9.39

8.89

8.40

7.82

19.24

7.18

AUG.

6.65

6.32

5.80

4.94

4.69

4.07

3.78

3.50

3.20

2.95

2.71

2.55

2.32

2.18

2.20

2.53

2.82

2.80

2.72

2.78

2.42

2.25

2.74

2.40

2.28

2.19

1.89

1.56

1.31

1.11 

1.12

6.65

1.11

SEPT.

1.18

.98

.79

.71

.66

.56

.47

.42

.42

.37

.29

.40

5.98

7.70

6.83

6.48

6.07

5.53

5.08

4.61

4.28

3.89

3.50

3.11

2.87

2.37

2.18

1.88

1.61

1.64

7.70

.29
RED RIVER BASIN

7-3480. Twelvemile Bayou near Dixie, La.--Continued

DAILY MEAN GAGE HEIGHT, IN FEET, MATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6 

7 

8

9

10

11

12

13

14

IS

16

17

18 

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

7.13

14.39

13.89

12.08

10.85

10.00 

9.05 

8.15

7.22

6.50

5.87

5.18

4.71

3.79

3.45

3.18

2.78

2.55

2 . 38 

s!l5

1.91

1.71

1-.68

1.59

1.55

1.13

1.21

1.10

1.12

1.20

1.31

14.39

1.10

NOV.

.29

.38

.90

.34

.39

.30 

.38 

.35

.37

.33

.39

.55

.65

.65

.10

.58

.98

.92 

.05

.02

.74

.92

15.52

15.99

15.70

15.52

14.91

13.89

13.05

12.40

15.99

1.29

DEC.

11.83

11.46

10.94

10.48

10.06

10.77 

10.22 

9.20

11.50

15.08

16.35

17.98

17.54

17.19

17.13

17.74

20.24

21.21

21.91 

22.29

22.46

22.52

22.59

22.44

22.29

22.06

21.75

21.39

20.60

19.49

18 .87

22.59

9.20

JAN.

IS. 68

17.80

16.67

16.23

16.90

14.78 

13.37

12.30

12.43

11.51

10.93

10.32

11.08

17.52

17.77

16.81

15.86

15.11

14.65

14.71

16.83

17.41

17.33

18.49

21.12

22.11

ZZ .'48

22 .58

22.58

10.32

FEB.

22.66

22.66

22.56

22.36

22.04

20.66 

19.82

19.05

17.90

16.87

15.86

14.78

13.50

12.67

11.89

10.79

11.09

10.54

10.88

10.82

12.21

15.96

17.43

18.36

18.72

18.86

 

22.66

10.54

MAR.

18.67

18.68

18.66

18.75

19.14

19.22 

19.38

19.50

19.50

19.96

20.07

19.58

18.63

17.84

17.02

16.40

16.02

15.86

15.99

15.26

14.80

14.16

14.55

13.98

13.17

12.47

11.90

11.62

13.08

20.07

11.62

APR.

14.02

13.37

12.46

12.02

11.55

10.99 

10.62

9.91

9.56

9.69

11.45

10.89

9.93

8.95

8.30

8.40

8.35

8.02

7.62

7.45

7.28

7.18

10.02

10.01

10.36

12.86

12.97

13.48

14.02

7.18

MAY

17.53

18.30

18.13

17.93

17.61

16.81 

16.20

15.38

14.51

13.60

12.69

11.75

10.72

9.65

8.65

7.80

6.77

5.33

4.58

3.96

3.53

3-04

2.68

2.30

2.07

1.67

2.12

2.17

2.10

18.30

1.67

JUNE

2.48

3.37

3.82

4.03

4.13

4.94 

5.66

5.88

5.78

5.50

5.87

5.71

5.81

6.26

6.34

6.10

5.68 

5.49

4.80

4.28

3.97

3.63

3.22

2.76

2.30

2.01

2.29

2. '39

6.34

2.01

JULY

2.32

2.40

2.55

2.65

2.61

2.51 

2.39

2.19

1.71

1.61

1.37

1.08

.90

.69

.57

.37

.28 

.24

.20

.22

.23

.20

.23

.21

.27

.54

.73

.'64

.53

2.65

.20

AUG.

0.45

.39

.43

.43

.43

!so

.30

.58

.66

.74

.77

.78

.69

.46

.34

.29

.25 

.22

.19

.19

.19

.18

.18

.20

.20

.17

.16

.19

.23

.24

.78

.16

SEPT.

0.20

.17

.14

.12

.12

.11 

.15 

.15

.13

.15

.15

1.15

1.77

.98

.31

.18

.13

.09

!08

.10

.11

.11

.11

.59

.17

.32

.32

.31

.28

1.77

.08

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

5.26

5.25

5.20

5.15

5.12

5.11

5.14

5.11

5.07

5.02

4.99

4.95

4.92

4.88

4.88

4.92

5.93

7.20

7.27

7.11

7.40

7.07

6.71

6.90

7.08

7.03

6.82

6.51

6.83

6.59

6.16

7.40

4.88

NOV.

5.95

6.44

6.36

5.91

5.35

5.24

5.35

5.87

5.86

5.72

6.09

6.15-

5.67

5.61

5.58

5.91

5.59

6.13

5.70

6.06

6.57

6.19

6.43

6.68

7.26

7.78

7.47

6.94

7.60

8.88

8.88

5.24

DEC.

9.77

10.61

10.81

10.64

11.18

10.82

10.96

11.09

11.21

10.50

10.16

9.59

9.38

9.17

8.72

8.28

7.96

7.77

7.66

7.47

8.45

7.86

7.47

7.02

7.79

8.12

8.09

8.17

8.79

8.76

11.21

7.02

JAN.

8.94

9.29

9.36

9.21

9.87

10.31

10.03

9.97

9.87

10.13

10.35

10.60

10.02

9.61

9.65

9.57

9.43

9.40

9.98

10.15

9.17

8.95

9.35

8.38

7.96

8.23

8.15

7.41

7.55

7.68

7.38

10.60

7.38

FEB.

.64

.42

.49

.53

.56

.65

.62

.38

.21

.38

.22

.91

.77

.31

.65

.45

.81

.80

.41

.51

.85

.19

.47

.51

.55

.47

.38

.23

_ _ _

 

.91

.45

MAR.

8.78

8.23

8.31

8.63

10.02

9.36

9.20

9.38

10.17

9.82

10.94

11.13

11.00

10.46

10.28

11.06

11.55

11.05

11.30

10.67

9.93

9.83

9.78

9.72

10.06

10.07

9.33

9.08

8.82

8.71

8.55

11.55

8.23

APR.

8.20

7.81

7.85

7.35

6.76

7.78

7.86

7.97

8.06

8.01

8.03

8.26

8.54

8.52

8.45

8.07

7.71

7.35

7.42

7.15

6.87

6.66

5.97

5.68

5.96

5.87

6.29

10.20

17.51

17.79

17.79

5.68

MAY

16.26

16,34

16.70

17.01

17.31

17.69

18.28

18.51

18.35

18.17

17.90

17.49

16.87

16.03

15.07

13.93

12.72

11.47

10.45

9.48

8.77

7.63

7.10

6.89

6.67

6.38

5.95

7.03

7.11

6.64 

6.40

18.51

5.95

JUNE

6.36

6.07

5.95

5.86

5.68

5.46

5.38

5.20

5.00

4.75

4.49

4.34

4.09

4.02

3.88

4.11

4.39

4.34

4.23

4.13

4.08

3.96

3.98

3.95

3.86

3.90

3.93

3.92

3.74

3.62

6.36

3.62

JULY

3.53

3.51

3.53

3.48

3.45

3.42

3.41

3.42

3.64

3.69

3.59

3.56

3.53

3.50

4.36

5.59

6.22

6.20

5.71

5.07

4.54

4.17

3.94

3.68

3.57

3.67

3.68

3.68

3.67

3.65 

3.64

6.22

3.41

AUG.

3.63

3.63

3.47

3.38

-

_

3.23

-

-

-

.

-

-

-

-

_

3.08

3.05

3.02

3.01

2.93

2.92

2.92

2.97

2.98

2.98

2.97

2.97

2.98

2.97 

2.97

3.63

2.92

SEPT.

2.98

2.97

2.96

2.95

2.94

2.96

2.97

2.97

2.97

2.97

2.97

2.97

2.97

3.07

3.08

3.04

3.00

3.00

3.00

2.98

2.97

2.97

2.96

2.94

2.92

2.92

2.90

-

-

2.94

3.08

2.90
RED RIVER BASIN

7-3480. Twelvemile Bayou near Dixie, La.--Continued

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1 

2 

3

5

7 

8 

9

10

12

14

15

16

18 

19

21 

22

24

26

28 

29

31

MAX

MIH

OCT.

2.96 

2.96 

2.96

2.96

2.62 

2.76 

2.60 

2.29

2.58

2. tO 

2.92

2.92

2.90 

2.90

2.89 

2.89

2.89

2.69

2.91

2.70

2.98 

2.06

NOV.

2.08 

2.20 

2.48

2.13

2.85 

3.29 

2.99 

2.89

-

2.57 

2.58

2.59 

2.59

2.84 

3.24

3.60

3.50

3.28

......

3.66 

2.04

DEC.

2.98 

2.95 

2.88

2.80

2.78 

2.77 

2.76 

2.60

5.02

4.46 

4.20

3.97

3.62 

3.58

3.99 

3.98

4.09

4.09

4.17

3.98

5.02 

2.76

JAN.

3.88 

3.82 

3.72

3.62

3.67 

3.69 

3.77 

3.75

3.73

3.67 

3.53

3.47

3.47 

3.50

3.50 

3.48

3.60

3.55

3.40

3,40

3.88 

3.38

FEB.

3.4 

3.4

5.2

5.0 

4.8

4.8

4.3

4.68 

5.99

5.31

5.78 

5.88

5.14 

5.16

5.06

5.09

5.58

5.99 

3.39

MAR.

5.03 

5.88 

6.28

7.83

8.00 

8.52 

10.20 

10.44

9.58

10.00 

9.95

9.48

8.84 

8.99

10.08 

9.13

8.77

9.28

8.06

7.46

10.44 

5.03

APR.

7.34 

6.95 

6.71

7.39

7.91 

7.86 

7.88 

8.10

7.29

6.77 

6.52

6.30

5.98 

5.85

5.53 

5.69

11.12

20.49

22.25

22.38 

5.53

HAY

19.54 

19.15 

18.56

16.91

15.40 

14.60 

13.98 

13.40

12.11

10.62 

10.14

9.85

8.82 

8.28

7.15 

6.66

5.88

5.38

5.00

4.33

19.54 

4.21

JUNE

4.36 

4.. 21

3.82

3.58 

3.46 

3.38 

3.29

3.16

3.04 

3.00

2.93

3.17 

3.11

2.96 

2.90

3.30

2.80

2.77

4.36 

2.77

JULY

2.82 

2.77 

2.72

2.73

2.69 

2.68 

2.67 

2.66

2.64

2.63 

2.63

2.63

2.62 

2.61

2.60 

2.61

2.61

2.65

2.65

2.61

2.82 

2.60

AUG.

2.58 

2.56 

2.55

2.53

2.52 

2.52 

2.54 

2.58

2.60

2.60 

2.58

2.81

3.43 

3.93

3.29 

3.09

2.88

2.81

2.71

2.62

3.93 

2.52

SEPT.

2.60 

3.66 

4.79

2.90

2.56 

2.58 

2.61 

2.59

2.53

2.50 

2.51

2.54

3.42 

3.32

3.76 

3.95

3.31

2.97

3.58 

4.22

4.79 

2.50

DAILY MEAN SAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7 

8

9

10

11

12 

13

14

15

16 

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

5.58

7.99

6.06

7.18

5.57

4.05 

3.36 

2.99

2.77

2.54

2.45

2.42 

2.40

2.39

2.38

2.36

2.39

2.43

2.39

2.42

2.44

2.43

2.40

2.51

2.53

2.41

2.35

2.34 

2.39

8.06

2.34

NOV.

2.36

2.34

2.33

2.48

2.55

2.65 

2.64

2.65

2.65

2.64

2.64

2.65

2.66

2.66

2.69

2.61

3.06

3.31

3.46

7.32

8.53

6.52

5.64

4.77

4.06

3.57

8,53

2.33

DEC.

3.37

3.18

3.96

7.67

8.16

6.57 

5.82

5.42

5.72

6.94

7.28

7.02

6.72

6.63

6.43

6.05

6.10

6.04

6.01

6.06

6.27

5.54

5.12

4.91

5.11

5.25 

5.17

8.16

3.18

JAN.

5.09

5.26

5.45

6.08

6.29

6.16 

6.01

7.35

10.07

0.02

1.02

1.29

1.91

2.02

1.45

1.22

0.95

0.53

0.47

1.81

2.28

2.47

1.93

1.96

1.82

1.37 

1.11

12.47

5.09

FEB.

10.85

10.18

9.56

9.23

8.91

8.20 

8.69

11.49

12.43

15.62

20.73

21.37

21.53

21.71

22.23

22.34

22.13

21.80

21.19

20.54

21.40

21.44

21.24

21.10

 

22.34

8.20

MAR.

21.73

22.99

22.95

23.24

23.54

22.68 

21.60

20.62

19.37

18.30

16.83

16.19

15.51

14.83

14.28

13.61

13.20

12.73

12.26

12.04

11.71

12.15

12.10

12.35

12.29

13.63 

15.30

23.54

11.57

APR.

15.47

15.36

5.32

5.22

4.74

4.40 

4.31

3.96

3.40

12.96

11.59

11.32

11.44

10.49

9.10

6.31

8.12

7.64

7.31

6.99

6.61

6.25

6.22

6.28

6.00

5.93

15.47

5.93

MAY

5.81

5.51

5.28

5.17

5.OO 

4.91

4.71 

4.58

4.52

4.90

5.89

5.96

6.36

7.26

8.73

0.04

0.15

0.29

0.52

0.65

0.85

1.10

1.57

1.95

3.62

5.47

5.37

15.47

4.52

JUNE

_

_

-

-

12.51

11.98

11.62

11.30

11.11

10.94

11.99

11.77

9.59

9.02

8.80

8.66

8.55

8.79

9.22

9.81

.

.

.

-

8.55

JULY

_

-

-

-

-

5.34

5.02

4.68

4.09

3.92

3.78

3.61

3.36

3.25

3.13

3.00

2.90

2.84

2.79

2.86

2.80

2.77

2.81

2.77 

2.72

2.72

AUG.

2.68

2.63

2.57

2.53

2.50 

2.51

2.5 

2.5

2.5

2.5

2.5

2.4

2.4

2.3

2.3

2.1

2.1

2.0

2.07

2.07

2.09

2.20

2.17

2.15

2.18

2.20

2.29 

2.30

2.68

2.07

SEPT.

2.35

-

-

-

2.06

2.03

2.03

2.04 

2.18

2.23

2.24

2.22

2.22

2.25

2.29

2.28

2.28

2.32

2.63

2.82

2.75

2.71 

2.64

2.74

3.25

2.73

2.40

2.82

2.03
RED RIVER BASIN

1

2 

j 

4 

5

6 

7

9

15

18 

19

20

22 

23 

24 

25

31

MAX 

MIN 

CFSM 

IN.

654 

710

903

400

430 

251

191 

189 

155 

138

570

105 

.15 

.17

264

1.540

1.580

203 

.31 

.34

7-3480. Twelvemile Bayou near Dixie, La. --Continued

969

14.80C

13,500

9.920

806 

3.21 

3.70

9,840

7,520

6,320

5,960

5,960 

2.46 

2.84

5,800 

5.800

3,850

6,380

 

3,400 

1.68 

1.75

9,530 

9,600

8, 120

6,440

7,640

8,780 

9,390

4,300 

2.35 

2.71

9,680 

9,840

10,800

5,150

4,400 

4,100

2,660

2,020

2,020 

2.21 

2.46

2,100 

1,940

1,860

660

309

387 

387

309 

.37 

.43

387 

357

218

2,580

8.600

8,780

205 

.80 

.89

8,420 

7,940

5.650

6.320

4,250

3.100

2.420 

2.180

2.180 

1.51 

1.74

,940 

,820

1,040 

930

720

420

525 

600

600

435 

585

327

182 

146 

148

687

146 

.22 

.25

157 

127 

98 

86 

79

66 

58 

54

54

43 

52

2 380 

2 020

1 900 

1 740 

1 520 

1 370 

1 200

965 

82$ 

690 

615

465 

420

252 

260

691

43 

.22 

.25 

41,140

,400 MIN 43 CFSM 1.29 IN 17.52 AC-FT 2,931,000

DISCHARGE, IN CU8IC FEET PER SECOND, MATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

4 

5

7 

8

9

10

11

14 

15

18 

20

24

26 

28

MAX 

MIN

IN.

,900 

,580

,180 

,900

835

493

365

251

5.00C 

245

.56

245

235

435

402

6,500

6,200

0,500 

229

.64

3,500

5,960

7.160

10,800

10,800

10,600

11,100 

3,000

2.79

5,800

4,600

5,960

7,340

8,OOO 

10,800

11,100 

3,550

2.53

9,390

7,640

3,650

6,500

7,940

11,200 

3,650

2.35

8,420

8,600

6,440

5,500

5,400

8,970

4,200

2.57

3,900

3,200

2.500

2,180

3,400 

3.600

5.400 

2,180

1.26

6,980

5,650

1,460

865 

730

540 

478

109,733

7,880 

378

1.30

1,280

1,630

1,110 

982

761 

660

464 

393

1,660 

393

.38

582

390

140

84 

78

81

78 

83

89 

135

619 

78

.10

108

115

94 

94

157

120 

100

86 

81 

76

76

75 

75

78 

73

83

181 

72

.04

78 

73

65

70 

70

70

17

34

60

8 

8 

9

2

4 

4

259 

295

285

295 

17

.04 

5,970
RED RIVER BASIN

2 

3 

4

5

6 

7 

8 

9 

10

11 

12

14

16 

17

21

25

28

30 

31

MAX 

MIN 

CFSM 

IN. 

AC- FT

293

2B5 

2B7

252

<303

903

-

462

M

393

«!

632

785

1,000

.21

7-348C

2,220

1,360

1,160

. Twelve

1,920

1,640

1,230

*"

mile Bay

1,100

1,040

1,100

I"

ou near

,64L

.850

,87C

*

Dixie, L

1,200

,. 

1,760

815

«9C

a. --Continued

 ! 

t! 780

5,600

4,000 

3.4LO

lilCO

815

1,01

62C

430

99 

140

113

111 

95

60

.08

38

53

188 

485

f.65

147

67

54

64

38

61 

30

25

20

20 

18 

16

12 

11 

11 

13 

13

13 

13

13 

13 

13

21.6

61 

11

13 

13 

12 

12

13

13

13 

13

17 

16 

14

14

13 

13 

13 

12 

11

11

10

11 

12

12.9 

17 

10

770

WAT VR 1963: TOTAL 372,528

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

OAY

1 

2 

3 

4 

5

6

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

MEAN 

MAX

MIN

IN.

AC-FT 

CAL Y

OCT.

3

3 

3 

3 

3

12 

2.4 

5.7 

2.1 

.70

.30 

1.9

3 

0

1

1 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0

1

1

0 

4.1

9.07

.30

558 

i 1963! T

NOV.

.30 

.50 

1.4

1.0

28 

14 

10

8.0 

5.0 

4.0 

3.0 

1.8

1.9 

1.-9 

2.0 

2.0 

2.9

8.4 

25 

50 

57

05

46 

28 

28 

24 

16

14.8

.30

ssz

3TAL 293,

DEC.

13 

12

9.8

8.4

6.0 

5.7 

7.0

136 

330 

277 

209 

156

115 

84

60 

55 

67

116 

116 

127 

136 

131

136 

149 

151 

149 

134 

116

97.9

5.7

78.60

JAN.

99

88

80 

78

74

66

43

48

42

52

37

35 

37

58.3

35

1EAN 803

FEB.

38 

38

305 

291

186

257

380

380

355

485

:~~

316

36

MAX

MAR.

342

2,060

1,780

1,790

1,590

2,ObO

1,540

1,680

1,260

973 

1,070

1,482

342

APR.

1,000

1,050

922

837

515

1,160

6.810

7,640

6,550

2,129

470

5,700 MIN .30

MAY

,980

,210

,690

,140

,100

638

425

330 

168

168 

187

2,282

168

CFSM

JUNE

L93

39

31 

27 

24

31 

28 

25

20 

18 

28

18 

15

14 

15 

17

49.2

14

JULY

16

14

13 

13 

12

12 

12 

12

12 

12 

12

12 

12 

12

12

12 

12 

12 

13 

12 

12

388 

12.5

12

26 IN 3.47

AUG.

11

11 

11

11 

10 

10 

11 

11

12 

12 

12

16

5L 

121 

77

41 

27 

20

17

15 

14 

13 

13 

12 

12

682 

22.0

10

SC-FT 581

SEPT.

12

15 

7.5

5.3 

11 

11 

12 

11

11 

11

10 

10 

10

11

51 

42 

31

105 

124 

71

25

20 

18 

31 

49

56

965.8 

32.2

5.3

300
RED RIVER BASIN

7-3480. Twelvemile Bayou near Dixie, La. Continued

DISCHARGE! IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1 

I

1 

1

L

1

1 

1

1

2 

2 

2.

2 

2

2

2

Z 

2

3 

MAX

CFSM 

IN.

SO 

125 

19<t 

346

115

41

23 

17 

13 

1C

B.7

8.4 

3.2 

3.3

a.2

3.0 

7. 9

3.S

6.8 

~t.i 

9.0 

8.6 

3.3

10 

10 

B.7

7. a

7.7 

B.4

.01 

.01

7.7 

7.5

9.S 

11

12 

12 

12 

12 

12

12 

12

12 

12 

12

13 

13

41

bJ

226 

231

144 

111

47

33

1,130 

1.28C

523

9<58 

 Ho 

821

360

356 

372

530

1,540 

1,930

2,250 

2,330

2,310

1,1,53

2,820 

4.2BJ

6,730 

7,030

8,500

6,180 

5.6CC

4,870 

4,550

4,100

4,060

3,210 

3,030

2,490 

2,380

224 

306

572

594 

686

4,100

2,640 

2,500

2,380

2,310 

2,250

500

520 

414 

335

258 

186 

146 

120 

102

51

27 

28

29

27 

24

21

9 

8

7

7 

5 

5 

4

3

B.8

7.4 

6.7

8.6 

8.2

7.9

8.2 

10 

10

12.7

781

8. 5

B.5 

8.0 

7.5

7.0 

6.5 

5.9 

5.5 

5.5

5.6 

7.7 

8.6

a. 8

8.4

8.4 

9.0

9.6 

10

25 

23

21

16 

13

11.8 

28

701
RED RIVER BASIH 713 

7-3485. Red River at Shreveport, La.

Location. ~Lat 32°30'55", long 93°44'25", In SE^SEi sec.30.,T.18 N. , R.13 W. , on second pier from

 east bank at Illinois Central Railroad bridge at Shreveport, half a mile downstream from Cross

Bayou. 

Drainage area. 60,613 sq mi, of which 5,936 sq mi above Denison Dam is noneontributing.

Records available.--August 1928 to September 1965. Daily gage heights since Hay 1873 and discharge

 intermittently 1872-1905 in reports of Mississippi River Commission.

Gage. Surface-follower gage with telemark attachment; gage called at least once daily. Datum of

 gage is 131.48 ft above mean sea level, datum of 1929, supplementary adjustment of 1941 (levels 

by Corps of Engineers). Prior to June 1, 1918, staff gage at same site at datum 10 ft higher. 

June 1, 1918, to Mar. 20, 1921, staff gage, Mar. 21, 1921, to Dec. 10, 1934, chain gage, Dec. 11, 

1934, to Sept. 28, 1939, wire-weight gage, and Sept. 29, 1939, to Feb. 12, 1958, water-stage 

recorder, at present site and datum.

Average discharge. 37 years, 24,350 cfs (17,630,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961 

1962 

1963 

1964 

1965

Date

Dec. 15 1960 

Jan. 31 1962 

Dec. 1 1962 

Apr. 29 1964 

Feb. 14 1965

Maximum

Discharge 

(cfs)

124,000 

84,100 

59,700 

100,000 

96,200

Gage height 

(feet)

22.47 

18.86 

17.00 

21.65 

21.78

Date

Sept. 6, 1961 

(a) 

Sept. 26, 1963 

Nov. 17, 18, 1963 (a)

Minimum

Discharge 

(cfs)

3,610 

0 4,380 

1,590 

1,060 

2,700

Gage height 

(feet)

6.00 

c 6.42 

4.57 

3.88 

e 5.30

May 31, June 1, Aug. 28-29, Sept. 4, 1962. 

b Minimum dally.

o Occurred Aug. 29, Sept. 4, 1962. 

d Nov. IS, 20, 1964, Aug. 25, 1965. 

e Occurred Aug. 25, 1965.

1928-65: Maximum discharge, 303,000 cfs Apr. 5, 1945 (discharge measurement); maximum gage 

height, 37.9 ft in gage well, 38.4 ft from outside gage, Apr. 7, 1945; minimum discharge, 690 cfs 

Oct. 30, 1956; minimum gage height, 0.24 ft Nov. 9, 1939.

Maximum stage known, 45.9 ft, present datum, in August 1849.

Revisions. The maximum discharge and gage height for the water year 1960 have been revised to 

85,800 cfs Dec. 21, 1959 (gage height, 19.43 ft), superseding that published in WSP 1711 and 1731.

Remarks. Records good. Regulation by Lake Texoma and Texarkana Reservoir (see stations 7-3315,

Cooperation. Gage-height record, 228 discharge measurements, and computation of daily discharge furnished by Corps of Engineers; 18 discharge measurements made and records reviewed by Geological 

Survey.

Revisions (water years). WSP 1211: Drainage area. WSP 1920: 1960(M).

Corrections. In WSP 1731, the monthly acre-feet for June 1951 is listed in error; it should 

be 3,967,000.

OISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

9 

9

12

14

16 

17 

18

20

21 

22

24

28 

29

30

TOTAL

MEAN

-^

10.100 

9,500

8,000 

8.000 

8, 000

17,000

14,000

10.300 

6,500

6,790

6,790 

7,000

5,530

33,900 

33.100

421.610 

13,600

20,100

15,700 

14,300 

13,700

0,900

11,100

0,600 

0,300

9,250

9,500 

9,780

9,780

t.sac

6,370

388,440 

12,950

5.95C

9,000 

17,900 

47, BOO

91,300

113,000

116,000 

107,000

76,200

67,300 

58,800

43.20C

31,700 

30,200

1.617.9H 

52,190

67,300

55,300 

50. COO 

44.600

39,000

36.300

32,500 

31,100

30,300

30,300 

28,900

27.600

28,200 

27,100

1.168.6H 

37,700

23.600

22.000 

20,900 

18,100

18,700

23,600

22.500 

19.800

18.700

28.900 

44>600

67.300

-~-~

901.500 

32.200

29,600

27,600 

2B.900 

33,200

37,200

34.600

34,600 

34,600

29,600

30,300 

30,300

33,200

35,400 

61,800

l,113.6H 

35,920

111,000

91.800 

85,800 

78,800

64.000

66.200

56,400 

51,000

40.000

35.400 

31,800

28,200

20.300 

18,700

1.806.7H 

60,220

13,000

14,400 

15,300 

28,900

69.600

60,800

47,800 

41,800

22,500

18.100 

14.400

9.810

10,400 

11,400

826,610 

26.660

8,100

6,360 

5,600 

5,980

9,810

10.400

16,200 

14,800

16,600

16.600 

15,300

11,700

19,800 

20,900

365,700 

12,190

15.300

15,300 

14,800 

14.400

10,700

10,400

14,800 

17.000

54,200

47,800 

39,000

20,900

15,700

30,300 

27,100

680,300 

21,950

12.000 

10,400

8,300 

7,500 

7,310

6,930

6,360

5,980 

6,550

12,300

12,600 

12,600

11,000

9,500

6,170 

5,790

285,220 

9,201

4,300 

4,120

4,300 

4,680 

4,860

4,300

7,700

9,300 

10,400 

18,700

24,800

20,900 

18,100

12,600

8,300

6,740 

6,360 

6,360

27T.330 

9,244 

25,900

MEAN 23,270 MAX 121,000 MIN 2.280

M Expressed In thousands.
RED RIVER BASIN

7-3485. Red River at Shreveport, La. Continued

OI5CHAKGE, It, CUBIC FtET PER SECOND, kiSTER YEAR OCTOBER 1961 TC SEPTEMBER 1942

1

2

5

6 

7

10

11 

12

14 

lt>

18 

20

21

22

24 

25

27

30

31

TOTAL

MAX 

MIN 

AL-FT

6.170

15,3L'j 

17,UOvj

11,700

3,5i,G 

B.lui.

7,000

5.9SU 

5,420

5,42 J

a, 70..

3,04'j

25,4:0

67,3uC 

o4 ,uUG

2a,2i.O

22.5GC

34,^0 

33,5tt,

3U5.C

'

SlIsOO 

B4.1GG

la, 300

27,500 

33,5Go

31.5CO

46.2CO

"III"

17,300

25,61. - 

22,2Lo

3 e , ;o j

2C.1CU

28,8!}U

15,500 

15.BCC

15, ^^C

13,<500

12.90C

4,360

4, see

47,-"OC 

38,900

4,38G

B.12C

S

5,2tC

9,880 

7,500

5,26'-

5,04:

 S, C 20 

5,C4?

ft, 140

4.33C

4,380

°,wCO

t,44:

26, 'CC 

17.9CO

12,=it?C 

ll.BCC

1-,90,3

9,660

IL, ?:C

1C.7CC

4.38C

CAL VR 1561: TOTAL 9.779.12J MEAN 26,750 MAX 118,COD MIN 3.75C AC-FT

M Expressed In thousands.

DISCHARGE, It\ CUBIC FEfcT PER SECUND, WATE^ YE*I- OCTOBER 15b2 TO SEPTEMUEK I<it3

I

3 

5

6

7

9 

10

11 

12

14 

15

17

19

20

22 

23

25 

26

28 

29

30

MEAN 

MAX 

MIN

8,i4u

8.12J 

S.78U 

12,300

19,20u

10,70,

10.70U

J8.200

27,500 

22.SOJ

22,800

I7,40i 

It, 800 

12,900

18,640 

42,900

7..SC

8,780

il,200 

41,200

r- " '"^

15,350 

",1,200

44,506

i6,10C

lo,50C 

16.10C

24,740 

59,700

13,1^0

3,900 

8,500

15,190

27,800

5,39i

;:;:r

6,863

iC, LOiJ

24.6C3

X5.8CO 

20.4CO

20.20C 

33,300

&.OTO

il,800 

15,800

5,550 

1.5,800

6,090

5,230 

5,720

18,250 

43,500

6.46C

5,560 

5,060

5,597 

7,720

11,500 

9.B6C

6,090 

i,390

6,976 

13,500

R.43C

2, esc 

2,aea

2,510 

2,630

4,477 

8,900

SEPT.

 ",880 

2,750 

3.2SO

3,850 

3,710

2, 7^0

2,260

2.51C

2.U3C

1,810 

2,330 

2,140

2,525 

3,850

MAT <R 1J63: TOTAL MEAN 12,450 MAX 59,700
RED RIVER BASIN

7-3485- Red River at Shreveport, La. Contln

OISCHAR&E, IN CUBIC FEET PER SECONDt WATER YEAR OCTOBER 1963

ued

TO SEPTEMBER 1964

DAY

1 

2

3 

4 

5

6 

7

9 

10

11

15 

17

19 

23

22 

23

25 

26

2?

28 

29 

30 

31

MAX

MIN

OCT.

2.140 

2.030

1.810 

1,810

,810

,030

2.260

1.92U 

1,703 

1,480 

1,380

1,380 

114, CCJ

NOV. 

1,380

1,170

2.38C

2,750

£.630 

2,3bC 

2,260

1,060

2,260

4.L'OC 

3,420

3,290

2,510

2,880 

3,150

2.75C

L.48C

2, BOO

1,700

1.80C

2,800

2,900 

2,400

1,500

1.5CO

6.10P

5.4C3

2,900

2,csO

241,60,

42.01-1

4, JCC

8. OCO

5. OCO 

4.000

2,0l>0

APR- 

" 11.0,0

7,3i/G

76,000

99,000 

98,001

,.«.H

82,000 

75,000

29,000

16.0CC

8,700

7,000

6,200

5,400

4.700

3,'or

7,800

11,000

10,000 

9,100

«Aoo

FJULY -..- 

3, OCO

'.TO

2.BCO

3.2CO

3,000 

2,500

2,?CO

 

2; IS?

2, SCO

3.3CC

3,f-,or

4.000 

4,700

5.80C

18,000

12,000

3,900

3,100

4.9CO

8,600

8,900

17,000 

18.COC

WAT YR 196

ed In thousands.

DISCHARGE, IH CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1S65

DAY

1

2

5

6

7

1U

12 

13

15

L7

ie

19 

2-

21 

22

24

2U

3b

MEAN 

MAX 

HIN

OCT.

47,000

19,t/uk.

1G.OLO

8,4GU

7,3uO

6,400

5,0u)

5,Ui.-

4,oc; 

4, uo : 

4,1-j

4,00'.

NOV.

4, JCC

 i.et.;

c , 9 j :

3.30C

2,^00

^,71,0

2l,uU

2u. -i. , 

17, -j.

^:'T^

DEC.

2,000

1,^30 

1, U OL

3.JJO

rt^DC

il.iOl,

5.10G

4 , >-

"^i'sc

JAN. ,

4,100

22, COO

31-CO-i

22,000

16,000

19, COO

13 ,G03

3>.J0C

3,SoO

FE6.

12,000

69,000

92-nco

67,000

51,000

95,000 

«,70J

MAR.

46, OCO

26,OCU

23, 'iCO

22,300

21 ,"CO

15,00. 

I'.OCi.

5t,C,c^

I5,:co

35.000

17,000

l*. -y

12, cor

9,2rO

£»j

3o.C ~3 5,5-1.:

5,300

7,300

3r,900

38,000

31 ,000

21.CPG

- ' -1

4, OCO

46.00C

14,000

l?,10u

13,000

11 ."00

: -30 0

1 1 . m

47.100 

9,300

12, OCO

11,000

S.3CO

* «"

5 . BC O

 =,cco

*> ico

t> » . i

20 ; .SCB

12-OCP 

4-6CO

6, ICO 

^,200

4,4?0

4,800

3,200

3,600

4,4Cr

4.400

1^4. 1C'"1

6.3CC 

2,800

3,100 

3.100

3,300 

3,600

3,4CO

3,400 

3,700

3,400

3,500

3,900 

4,30"

4,400

6. OCO

19, OCO

I6,oro 

13, rrJ72.1CC

1°,000 

3. ICO
RED RIVER BASIN

7-3487. Bayou Dorcheat near Springhill, La.

Location. Lat 32°59'40", long 93°23'45", In NE^NE^ sec.16, T.23 N., R.10 W., near left bank on

downstream side of bridge on State Highway 157, 0.4 mile downstream from Crooked Creek, 1.7 miles 

downstream from Arkansas-Louisiana State line, and 4 miles southeast of Springhill.

Drainage area. 605 sq mi.

Records available.--October 1957 to September 1965.

Gage. Digital water-stage recorder. Datum of gage is 173.91 ft above mean sea level, datum of 1929, 

 supplementary adjustment of 1941. Prior to May 26, 1964, graphic water-stage recorder at same 

site and datum.

Average discharge. 8 years, 547 cfs (388,000 acre-ft per year).

Extremes. Maxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (5.000 efa), water yeara 1958-65

Date

Nov. 21, 1957

Jan. 24, 1958

Apr. 28, 1958

Feb. 17, 1959

Mar. 6, 1960

Apr. 3, 1961

Time

1800

0400

1600

0900

2400

0200

Discharge

3,270

3,180

* 36.4CJ

* 3,800

* 3,520

4,060

Oage 

height

13.71

13.66

22.79

14.04

13.85

14.13

Date

July 19, 1961

Oct. 6 1961

Nov. 26 1961

Dec. 19 1961

Jan. 18 1962

Jan. 29 1962

Feb. 28 1962

May 3 1962

Time

1700

1900

1600

0500

1800

1400

1400

0900

Discharge

* 5,900

3,020

5,020

* 6,600

3,540

5,140

3,210

3,210

Gage 

height

14.94

13.53

14.61

15.18

13.84

14.67

13.67

13.65

Date

July 15, 1963

Apr. 26, 1964

Feb. 13, 1965

Time

1500

2200

2115

Discharge

* 2,550

* 10,700

* 7,920

Gage 

height

13.19

16.60

15.66

Note. Supplemental peak discharges for water years 1958-65 not previously published. 

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Oct. 5, I960 

Aug. 28, 29, 1962 

Aug. 29, 30, 1963

Discharge

8.8 

.70 

.80

Oage height || Water year

3.36 II 1964 

2.75 1965 

2.76

Date

July 18, 20, 1964 

Sept. 10, 1965

Discharge

.50

1.1

Oage height

a 2.69 

2.85

a Occurred Aug. 7, 1964.

1957-65: Maximum discharge, 36,400 cfs Apr. 28, 1958 (gage height, 22.79 ft); no flow 

Oct. 10-14, 1957.

Remarks. Records good above 200 cfs and poor below.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1 

2

3 

4 

5

6

7 

8 

9

10

12

1* 

15

16 

17 

18

19 

20

21

22 

23

24 

25

26

28 

29 

30

MAX 

HIN

IN.

OCT.

11 

11

10 

9.3 

12

23

19 

63

32

34

42 

51

38 

31 

24

20 

16

17 

16 

14

12 

11

10

9.9 

10 

12

63 

9.3

.04

16

17 

18 

18

45

70 

78

80

45 

44 

42

37 

35

80 

12

.07

DEC.

42

103 

271

,040

,040

,080

1,040

520 

388

197 

180

30

1.02

,230

,200 

,180

980

895 

870

795

446 

412

372 

350

293

1.43

300

300 

314

540

540 

520

482

795 

980

1,660 

1,770

280

1.20

9SO

895 

820

625

672

648

603

1,040 

1,160

1,060 

1,010

603

1.90

APR.

2,940

2,380 

1,890

980

950 

980

1,040

980 

870

464 

350

180

2.55

MAY

97

88 

68 

50

86

78

83

78

42

36 

32

24 

36

24

.18

JUNE

24

22 

19 

16

59

55 

45

40

86

78 

76

103 

143

16

.11

JULY

40

38 

25

21 

18 

16

10

9.5 

20

152

5,020

3,520 

2,460

1.230 

980 

342 

160

9.5

1.46

AUG.

321 

248

168 

150 

136

109 

112 

112

157

140

130 

115

112 

172

314

380

429 

464

350 

224

176 

164 

146

103

100

.38

SEPT.

91 

76

61 

51 

47

51

53 

49

38

30

184 

157

230

307

314 

248

212

188

106 

78

63 

53 

49

4C

30

.22
RED RIVER BASIN

7-3487. Bayou Dorcheat near Springhill, La. Continued

1

3

4 

5

7

10 

U

14

16 

17

19

11 

22

24 

25

26

27

2B

3U

MEAN

MIN

IN.

i,52i, 

1,230

1,010

160

133 

121

7t,

61

55

612

53

1.17

164 

160

160

J, 7 ju

<f,USO

51 1

51

1.73

1.J40

5,1*0

1,2 GO

a37

2,3'j9

ou3

4. 40

2,280

2,ui)0

2,t93

4,680

5,020

2, 483

S25

4.73

788

3,210

 

1,242

476

2.14

585

869

532

662

815

1,238

532

2.36

441

408 

368

736

985

885

368

1.63

788 

188

80

64 

52

40 

38

38

32

39

624

31

1.19

JUNE

167

167 

202

289 

 408

572 

494

148 

127

114

12G

90

75

222

48

.41

JULY

80 

58

23

12

9.8 

8.5

8.3 

12

18 

22

38

46 

46

52

37.0

7.7

.07

AUG. 

70

48 

40

48

46 

18

6.7

4.9 

4.4

3.4 

2.8

2.3

1.4 

1.2

l.C

.80 

.70

3.5

19.2

.70

.04

SEPT. 

4.4

4.6

4.0 

6.0

21 

41

S3 

152

282

228 

163

99 

75

60

0

7

6

6

8

37

83.5

4.C

.15

CFSM 1.25 IN 16.93 AC-FT 546,100

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3 

5

6 

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18

14

20

21 

22 

2J

24

25

26

28 

H

31

MAX 

MIN 

CFSM 

IN.

41

29

3u

3U

27

24 

24 

54

5Z 

52

4u

42

44

5U

5>J

So

46

24

.08

40 

35

27 

£5

33

3i 

35

38 

39 

39

41 

44

56

72

78

62

68 

B8

25

 1.9

12C 

12C

114 

105

80

7C

66 

64

60 

56

5t 

54

53

64

85

-*6 

111

124

54

. 16

146

155 

171

207

154 

175 

155

138 

120

io8

96

93

114

110

110 

102

96

88

.25

!02

120 

127

114

1C2

96 

108 

I3u 

144

141 

130

117

141

134

117

96

.21

392 

441

384

303 

263 

251 

257 

276

3C3 

354

476

441

361

424

458

424

148

.69

APR.

150

20C

> 250

200 

200

ICO

75

75

101

40C

72

.3b

494 

454

270 

144 

99

80 

66 

56 

48 

42

36 

31

17

15 

15 

14

12

14 

15

25

12

.24

18

15 

13

10 

8.0

6.0

5.5 

4.2 

3.5 

3.0 

2.6

5.2 

15

90

105 

202 

212

148 

102 

80 

62

______

2.6

.08

23

12

9.2 

7.0 

6.0 

18 

10

6.4 

4.8 

4.2 

3.2 

1,400

2,030 

1,710

869 

289 

102

56 

62

50 

48 

38 

42

70

3.2

.72

50

30

23 

17 

13 

11 

8.5

6.9 

5.2 

4.3 

4.0 

3.5

2.7 

2.4

1.8 

1.6 

1.5 

1.4 

1.3

1.2- 

1.1

.90 

.90 

2.4 

7.9

.90

.C2

SEPT.

3.5

1.8

3.;

3.

2. 

2. 

7. 

4. 

2.

1. 

1. 

2. 

7. 

12

19 

31

24 

22 

19 

16 

12

9.8 

8.1 

6.9 

6.0 

5.0

334.5

1.6 

.02

.02
RED RIVER BASIN

7-3487. Bayou 

DISCHARGE, IN CUBIC FEET

Doreheat near Sp

PER SECOND, WATfct

ringhill , La .--Continued

YEAR CCTOBfcP 1963 TO SEPTEMBER

3

5

7 

8 

5

11

-} 

4

5

a

9

l

2 

3 

4

7 

8 

9

U

MIN

IN.

1. 

1.

1.

1. 

1.

1. 

1.

1. 

1.

2. 

2.

1. 

1.

2.

i.

2. 

2. 

2.

2.

.u04

.a

.3

.b 

.9

.C

.9

;;

.2

.4

56 

37

93

yb 

88 

83

75

.U5

62 

54

4^

31 

29

173

31C

384

358

JO 

20

21,

36

59 

84

175 

159

13C 

152

138

114

99 

99

88

85 

80

68 

63

228 

270

212

32*

239 

212

163

309 

552

985 

1, LOO

1,360

,290

955

711

686

424

384

324

289

662 

736

788

593

331

1,180 

1,890

7,460

2,830 

2,220

842 

593

282

188 

171

130

78

48 

44

38

24 

21

20

17,822 

575

29

31

28

20 

17

12

10 

8.9

7.8

8,0

13

4.8

5.8 

9.9

3.2 

3.4

12

426.4 

14.2

4.7 

*.4

1.9 

1.4

L.2 

l.C 

.90

1.0

.80 

.80

.80 

.80

.60 

.60

.80 

.90 

.1

.6

.3

4 .00 

.58 

8.4

1.0 

.90

1.0 

.9C

.90 

1.1 

1.2

1.4

2.2 

1.9

3.6

8.7

4.6 

2.9

2.9 

5.7 

3.3

4.0

46

199.40 

6.43 

64

49 

44

27 

19

14 

11 

8.2

4.4

2.3 

1.6

1.3 

9.7

792 

791

6«3 

585

399

210

166

6,464.8 

216 

792 

1.3

12,860

WAT YR 1964: TOTAL 122,204.60 MEAN 334 MAX 9,800

DISCHARGE, IN CU8IC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

4 

5

7

lu

11 

12

13 

14 

15

16 

17

19 

iO

21

21 

24

26 

27

2<;

31

MAX 

MIN

IN.

198 

211

62

31,

24 

i3

21

20

35

34

35 

38

2t>

19 

17 

14

211 

14

.10

13 

11

9.5

8.1

9.8 

11

13

24 

27

123 

i60

10)

07

83

162 

8.C

. 08

74

1,240

2,040

1,420 

1,330

6b5

432 

36t>

216

225

1.70

204

1,200

2,300 

2,330

919

744 

720

S85 

894

1.98

2,550

7,390 

5.7UC

1,501;

1,040 

917

1,190

912 

025

,280 

.210

,190 

,120

2,470

1,840

890

535 

444

261 

235

278

336

 

141

110

69

188 

274

408 

356

301 

355

288

4O8

55

148

88

43 

41

64

79

79

173 

156

93 

68

 -

41

62 

31

19 

15

12 

9.5

6.1 

5.1

4.2 

3.9

2.8 

2.1

2.1 

1.9

3.4

18 

5.6

1.9

4.1 

8.6

12

8.3 

6.B

6.8

9.9

19 

22

30 

25

18 

12

6.2 

19

5.6 

5.9

7.1

12

7.8 

374.9

4.1

.8 

.2

.6 

.0

.5

.0

.4 

.6

1C 

6

8 

11 

12

126 

101

38 

28

195 

235

313

293 

3,156.4

1.4

CAL YR 1964: TbfAL 146,452.90 IN 9.00 »C-FT 290,500
RED RIVER BASIN

7-3488. Flat Lifk Bayou near 7,eton, La.

Location. Lat 32°46'10", long 93 "16'00", in NWi sec.35. T.S1 N., R.9 W., near left bank on down-

 stream side of bridge on State Highway 159, 0.5 mile downstream from fypress Creek. 6 miles 

upstream from mouth, and &\ miles south of Leton.

Drainage area.--66.9 sq ml.

Records available.--Annual maxlmums, water years 1954-56 and occasional low-flow measurements, water

 years 1955-56. October 1956 to September 1965.

present datum.

Average discharge. 9 years. 65.5 cfs (47,420 acre-ft per year).

Extremes.--Haximuma and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (500 cfs), water years 1961-65

Date

Dec. 8. 1960 

Dec. 31, I960 

Feb. 21, 1961 

Mar. 28, 1961 

Mar. 31, 1961

July 16, l°<ii

Time

1700 

1700 

2100 

1100 

1700

Ifinn

Discharge

1,360 

634 

722 

722 

1,120

* 3,580

Gage 

height

9.26 

8,68 

8.78 

S.78 

9.09

li"1 . 45

Date

Dec, 9. 1961 

Dec. 17, 1961 

Jan. 15, 1962 

Jan. 26, 1962 

May 1. 1962

Apr. 29, 1963

Time

1800 

2000 

0300 

2300 

1900

0200

Discharge

* 3,120 

1,910 

1.31-0 

740 

1,500

* 2,320

Gage 

height

10,23 

9.61 

9.22 

S.80 

9.3E

9.86

Its-re

Apr. 7, 1964 

Apr. ?4, m«54

Feb. 32, 1965

Time

0245 

IP-y,

10 311

Diachsv,ge

570 

* 4,890

* l.l'OO

Gage 

height

8.60

11.02

9.01

Annual minimum discharge, wate

Water year

1961

1962

1963

Date

_

Aug. 16-24, 27, 2S

Sept. 4-13, 1963

harge

0.10 

0

Gage helghta 1.91 

b 1.93

Water year

1964 

1965

Date

Many days 

rto.

Discharge

0

n

Gage height

c 1.89 

rt 1 , C 5

a Occurred Aug. 20-22, 1962, 

b Occurred June 14, 1963. 

c Occurred July 11-13, 1964. 

d Occurred Sept. 8-10, 1965.

1954-65: Maximum discharge, 10,200 efs Apr. 26, 1958 (gage height, 12.95 ft), from rating

curve extended above 4,200 cfs by velocity-area study.

195B-65: Ho flow at times In 1957-58, 1960, 1963-65.

Remarks.--Records fair. Records of chemical analyses for the water year 1965 are published in 

reports of the Geological Survey.

JIiCH4R6E, IN CUBIC FEET PER SECOND, HATI^ YE6R OCTOBER 15tl 10 SFPTEWHEP 1="-1

HAY

1

2

3

5

6

7

8

9

1C

11

12

13

1*

15

16

17

18 

19

20 

21

23

24

25

it,

27

28

29

30

31

MEAN

MAX 

KIN

IN.

-,-j

, taG

,5C

.51-

 Tu

1.4

i..'-,

2.7

2.4

2.C

1.7

1.2

2.1

l.=i

2.7

3,4

2.7 

2.1

1.4 

1.1

,8C

.70

.61,

.70

,70

. ttO

.90

1.2

1.0

1.40

3.4

.02

, 40

. Sc

. Jl,

.''O

."0

* BO

. 7{J

2.2

4.7

5.5

5.5

4.4

3.7

3.?

60

52

i2 

12

B.t 

7.6

6.7

6.3

6.2

5.8

6.2

6.5

6.3

 

'.89

60

.13

(-.2

= .£,

5.5

74

222

54B

VSC

795

44=

36B

282

173

11,0

IC'j

85

70

5b

49

40

32

31

29

29

28

39

23ft

324

43Z

184

990

t. L6

 

460

385

239

iCO

68

144

270

254

IPC

121

97

106

124

116

ICC

»2

b?

 5C

42

57

118

112

85

71

65

64

61

128

^60

2.20

57

76

75

53

47

56

55

49

44

3?

27

35

35

33

23

39

55

650

360

254

194

173

142

13tr

 

_____

129

650

?.C1

127

K3

8h

1L3

142

171

142

^7

75

t ~,

6i

121

124

*a

67

251

3S5

2 D4

127

C 7

82

71

374

559

445

422

8S2

210

892

3.62

5 Hi

33«

21C

1C 2

84->2

tn

182

l?h

96

B7

7C

59

50

43

39

34

26

.71

20

2r

33

40

37

29

24

88. e,

*4Z

L.46

52

^b

87

33

26

2C

18

161-

1,1

1C

8.0

8.

8.

7.

5.

5.

3.

?»

1.

l-

),.

y

16.1

96

.26

991

1-

.20

, 3t_

* ^r

.5r

1. 1

.8:

. ck

.7C

.7t

4.8

3.°

12

2.'

32«.

3 =

31

92

206

166

73

41

28

______

'1.3

185

1.02

Jl

^9

* 

0

,

2

*

U

9.6

e.t

7.7

T ^

2.2JO

L,52C

445

58

3

n

19

e

4

^

4

20

6

87

7, ?0 

.7

a -?3

4o

= 3

a 1-

<>e

=>6

27

? t

1-

1 =

->,t

7.7

t.o

5.3

11

3d

35

10T

2?

13

11

1>

?.6

7.3

6.2

5.?

4.1

3.4

71.6

123

3.4

.44

£.7 .-,1

1.5

.9t

1-C

= 0

.7C

.'&

,7f

.ff

1 ,n

213 ?5 tir-

,.

23

17

T.7

6 , Z

«..»

4.2

^.5

4.2 '.e

3.1

'4. R

.60

-41
720 RED RIVER BASIN

7-3488. Flat

DISCHARGE, IN CUBIC FEET

Lick Bayou near

PER SECOND, WATER

Leton, La. Continued

YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

2

3

5

6

7

8 

9 

10

11

13

15

17

19

21 

22 

23

25

27

29 

30

MEAN 

MAX

CFSM 

IN.

OCT.

145 

152

44

30 

23

19

16 

14

13

11

11

B.O

6.4

5.0 

4.8 

4.4

4.2

3.6

3.5 

3.5

24.4 

152

.37

NOV.

14 

116

43

34 

27

23

19

18

126

111

124

135

74

53 

109 

276

243

87

54 

48

1.44

DEC.

41 

38

77

243 

214

202 

1,470 

1,760

850

548

1.34C

554

294 

206

96

84

64 

60

6.20

JAN.

259 

219

173 

156

96 

84 

70

70

70

345

187

134 

131

270

586

324 

214

3.72

FEB.

113

95

84 

72

64 

62 

57

52

48

57

270

228 

173

254

329

 

l:il

MAR.

202 

143

95 

82

82

no

104 

140

101 

80

61

53

58 

52

58

43

36 

52

1.42

APR.

178

9C

70 

95

72 

60 

52

50

166 

122

49

57

38 

33

134

166

184 

134

1.4«

MAY

650 

331

92 

72

39 

33

28

19' 

17

15

1

.7

.8 

.6

.3

.0

.0 

.4

1.20

JUNE

445 

187

43 

31

8 

7

5

<5 

7

3

8.2

180

37 

20

111

35

19 

16

,<33

JULY

15 

11

7.6 

6,7

4.4

3.4

2.8

1.5 

1.6

1.2

1.2

1.?

l.C

.60 

1.0

1.8

1C

7.0 

5.8

15

.C7

AUG.

2.2 

1.4

1.1

1.0

.7C 

.60

.50

.30 

.20

.20

.10

.10

.10 

.10

.20

.10

.70

3.0

3.1

.01

SEPT.

1.2 

1.7

3.1

7.3 

6.1

7.8 

7.6

5.3

3.1

2.5

i.e

1.4

1.2

1.0

.00 

.PO

.60

.60

.40 

.60

3.6

.0*

DISCHARGE, IN CUBIC FtET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

i

2

3

4

5

6

7

y

9

10

1

2

3

4

5

b

7

8

^

0

1

2

3

4

5

6

7

8

9

0 

1

TOTAL

MEAN

HIM 

CFSM

IN. 

4C-FT

OCT

2.

2.

1.

2. J

1.

1.

1.

. ic

 £

. 0

. 0

 0

. c

. 0

 >:

. 0

. j

 V

. w

. C

1.

. C

. 0

. c

 to

. 0

. u

. 0

. G

. 0

. J

27.20

.88

.30

.C2 

54

NDV

.40

. 3u

.30

. 3C

.30

.30

.3&

. 4u

.5u

.40

. 5U

.60

.60

.60

.60

.60

 ^U

. 0

.a

.7

.h

.6

.0

.2

.0

.5

.8

.4

.b

 -'

6?.bO

.30

Io4

6.6

5.5

4.7

4.2

5.8

3.1

2.8

2.6

2.4

2.2

2.2

1.8

l.B

l.S

2.2

2.i

2.2

2.2

2.2

2.4

3.7

3.9

3.8

b.6

 5.2

1

2

1

4

3 

3

160. 4

i.a

318

11

11

I

1

6

7

7

4

2

0

9.6

6.4

7.3

6.8

6.6

6.4

6.2

6.4

6.8

7.2

o.a

6.8

6.7

6.1

5.7

6.1

6.0

5.5

6.1

7.9

275.3

5.5

9.7

11

12

11

11

11

10

9.7

9.2

8. 9

4

7

9

6

3

1

0

1

1

5

4

8

5

4

3

2

2

3

 . 

 

381.5

8.9

MAR

54

56

48

36

37

31

25

20

21

21

23

18

16

14

12

15

16

15

! >

13

11

9.7

9. u

8. 7

11

L4

14

12

10

9.2

8.4

620. i.

8.4

APR

7.6

7.0

6.6

6.2

6.4

04

128

50

52

36

28

21

15

12

10

8.4

6.8

5.4

4.7

4.7

4.2

3.7

3.0

3.7

4.4

4.3

8.5

293

1,560

4S5

2,529.6

3.0

248

9G

57

41

32

45

33

21

15

12

10

0.7

7.8

6.7

5.8

5.

4.

3.

3.

2.

2.

2.

1 f

1.

1.

1.

1.

2.

3.

2.

2.

675.6

1.2

JUNE

2.0

1.7

1.4

1.0

1.0

.80

.70

.60

.50

.50

.40

.40

.30

.3C

.3C

.50

1.0

1.0

1.0

5.?

6.8

8.2

6.0

4.4

3.5

2.4

1.9

1.3

1.1

.80

57.10

8.2 

.30

113

JULY

. 80

.70

.70

.60

.50

.50

.40

.40

.( 0

.7C

.£0

.50

1.6

1.2

43

70

34

14

e.l

5.7

4.2

^.3

2.1

l.t

1.3

l.t

=-.1

7.2

5.5

4.R

5.1

230. ='C

70

.11

.13 

4'8

AUG.

4.2

2.S

1.7

1.2

.80

.70

.60

. 5n

.50

.4.

1.1

.5C

.3C

13

5.H

4.0

3.3

2.4

1.4

.fiO

.60

.4C

.*r

.30

.2C

.20

.20

.20

.10

.1C 

.1C

48.50 

1. 56

13 

.1C

.C2

%1

SEPT.

.10

.10

.1C

C

C

C

r

r

L

f

c

0

c

.10

.10

.10

.10

.20

.2C

.30

.40

.4j

.30

.2C

.20

.10

.10

.10

.10

.1C

3.40 

.11

.40

0 

.002

.002 

6.7
RED RIVER BASIN 

7-3488. Flat Lick Bayou near Leton, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, KATE* YEAR OCTOBER 1<563 TO SEPTEMBER 19C4

1

2

3

4

5 

6

7 

8 

<9

u

12

13

14

15

16

17

la

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN 

MAX

MIN

IN.

AC-FT

.10

.10

.lu

.10

.10 

.10

.10 

.lu

.10

0

0

0

0

0

0

.10

.10

.10

.10

.10

.10

0

0

0

0

0

.10

.10

0 

0

1.80

.058 

.10

0

.001

0

c

0

c

0 

0

.10 

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.20

.30

4.0

6.U

7.2

4.8

3.1

2.0

1.7

1.2

.80

32.50

l.OB 

7.2

0

.02

.70

. 70

.60

.6G

.51,

.40

.30

3.3

4.0

6.8

6.8

5.4

4.0

3.1

2.6

2.2

2.4

3.1

3.0

3.5

4.0

4.3

4.6

*.8

5.8

6.1

5.5 

4.7

95.30

3.07 

6.8

.30

.05

4.0

3.7

3.5

3.4

3.5

2 

1 1

3

4

5

C

7

3

4

2

2

1

9.2

8.4

8.1

7.9

7.2

6.4

5.8

5.7

5.3

5.0 

5.3

565.2

16.2 

131

3.4

.31

5.4

5.3

5.G

4.7

11

14 

11

8.4

7.3

9.4

12

17

23

20

19

17

14

12

10

9.9

9.4

9.4

9.2

9.7

10

10

_____

345.5

11.9

4.7

.19

u .2

76

122

32

04

3C 

53

92

63

45

41

54

48

40

32

56

98

63

47

37

33

So

52

44

36

27

21

17

1,635.2

52.7

9.2

."1

16

15

15

13

23B

21B 

97

67 

52

44

49

43

37

29

23

19

17

15

13

13

17

2,140

2, 100

610

650

445

248

125

8,283

276

13

4.60

77

62

50

35

30

17 

27

07 

41

27

18

13

12

9.B

8.

.

.

.

. B

.

f

.

.

.

,

*

594.3

19.2

1.4

.33

6.7

4.1

3.9

3.1

2.8 

3.3

1.7 

1.3 

1.2

.90 

.70

.60

.50

.40

.20

.20

.20

.20

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

33.40

1.11

.10

.02

.10

.10

.13

.10

.10 

.10

. LU 

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

.10

0

0

0

c

.10

.10

.10

1.20

.039

0

.0006

2.4

.10

0

0

.10

0

0

.10 

.10 

0

0 

0

0

.10

. 10

0

.10

0

.10

.20

.30

.20

.10

.10

.50

1.3

1.3

3.4

2.7

1.6

l.l

.70

14.30

.46 

3.4

0

.008

2B

.50

.30

.30

.30

.20 

.20

.20 

.20 

.20

.20 

.10

.10

.10

.10

0

c

.10

.20

.30

.20

.20

.20

.30

.30

.30

.30

.30

.50

.40

.40

7.00

.23

.50

0

.004

14

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

25

26

27

28

29

30

31 

TOTAL

MIN

IN.

.30

.30

.40

.30

.30

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

0

0

.003

0

0

0

c

0

0

c

.10

.10

.10

.10

.10

.10

.10

.20

.20

.20

.20

.50

1.3

.30

.20

.20

.30

.80

1.1

1.6

1.1

.80

0

.006

.60

.60

.80

.70

.60

.50

.50

.40

.40

1.8

4.8

4.0

5.9

5.4

4.4

3.3

3.0

3.9

3.0

2.8

2.9

3.6

3.3

2.4

2.0

1.6

1.3

1.2

1.3

3.5

.40

.04

3.1

7.3

11

10

11

8.9

6.5

5.0

8.1

17

ie

14

9.8

7.4

5.8

4.6

3.8

3.1

2.6

2.5

2.2

99

173

55

29

19

15

13

11

9.8

2.2

.40

9.0

8.6

7.6

7.1

6.9

7.0

7.2

19

64

B6

379

820

410

203

98

66

59

52

42

34

29

25

23

59

64

56

49

 

 , 

-^^

6.9

1.5Z

52

54

45

42

43

39

33

28

25

25

23

25

30

27

24

22

30

35

28

22

19

17

17

17

31

36

33

61

356

475

17

.96

349

201

140

110

85

71

119

155

102

72

55

57

49

38

32

25

21

19

16

15

12

10

9.1

7.4

9.1

12

11

9.9

8.2

_ _-"

7.4

1.02

6.7

5.5

4.5

3.7

3.0

2.4

1.9

1.5

 1.0

1.2

4.8

3.6

2.3

2.4

7.3

6.7

5.8

5.9

4.9

5.5

6.2

7.2

8.1

6.4

4.3

79

161

155

136

59

1.0

.40

28

18

13

11

8.4

6.9

5.7

4.7

6.5

8.5

6.4

5.4

5.7

5.0

3.7

2.5

1.5

.90

.70

.40

.40

.30

.30

.40

.50

.40

.40

.40

.30

-^-~

28 

.30

.08

.30

.20

.20

.20

.10

.10

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

.10

.10

.10

.30

0

.0003

0

0

0

a

0

0

0

.20

.10

.10

.10

0

0

0

0

0

0

0

a

0

0

0

0

.10

.10

0

a

a

0

0 

0.80

.20

0

.0004

C

c

0

0

c

0

0

0

c

.10

2.

.: 0

. 0

. 0

. a

.7

.2

.6

.2

.8

.B

.1

.80

23.40

.78 

4.8 

0

.01
VSi; RED RIVER EASIN

7-3490. Bayou Dorcheat near Minden, La

Luoatljr.. Lat Jg'SS'SS". long 93°20'00", in Nw£ see.31, T 19 N. , R.9 rt., on left Bank 500 ft 

upstream from bridge on U.S. Highway 80, three-quarters of a mile upstream from Louisiana & 

Arkansas Railway Co. bridge, 3 miles west of Minden, and '28 miles upstream from Bistineaa Dam.

Drainage area. 1,097 sq mi.

Records available. July 1928 to September 1931, October 1936 to September 1365. Monthly discharge 

only for some periods, published in WSP 1311.

iMge. Water-stage recorder. Datum of gage is 133.75 ft above mean sea level, datum of 1929 (levels 

~DV Corps of Engineers). Prior to Mar. 1, 1940, staff gage at same site and datum. Since July ^a, 

1953, supplemental water-stage recorder 4.6 miles upstream at different datum used for Ion stages.

Average discharge. 32 years (1928-31, 1936-65), 1,139 cfs (824,600 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1363 

1964 

1965

Maximum

Date

Apr. 6, 1961 

Dec. 19, 20, 1961 

July 21, 1965 

Apr. 29, 1964 

Feb. 17, 1965

Discharge 

(cfs)

6,060 

11, 900 

3,950 

14, 900 

8,080

Gage height 

(feet)

15.40 

18.71 

IS. 51 

19.54 

17. OE

Minimum

Date

Nov. 6, 7, 1960 

Aug. 24, 29, 1962 

Sept. 6, 1963 

July 21-23, Aug. 6-15 

Sept 8, 9, 1965

Discharge 

(cfs)

a 10 

5.S 

3.9 

0

a. 4.0

Gage height 

[feet )

b 5.71 

c 3.09 

d 2.80 

e 6.56

a Minimum daily, 

b Occurred Sept. 30, 1962- 

c occurred Sept. 29, 1963. 

d Occurred Nov. 1, 1963. 

e Occurred Sept. 10, 1965,

1928-31, 1936-65: Maximum discharge, 44,800 cfs May 1, 1958 (gage height, 24.90 ft); practljally no flow during October, November, and part of December 1936, no flow at times in 1954, 1956, 

and 1964.

Rema pics.--Records fair except those for period of indefinite stage-discharge relation, which are fail". 

Reports of chemical analyses for the water year 1965 are published in reports of the Geological 

Survey.

Kevlsloiio (ijater- .years). WSP 1211: Drainage area. WSP 1241: 1941

1

5

7 

8

15

16 

17

20

21

22

2 =

n

2-" 

3C

HtM 

MAX

1> 30

63

:i

1:

:£

if

i: 

11

3iL

n

Be

nt.

-,370

,7

l.lKU 

U6JC

2, tut

2,950

2,73l

732 

 «

33

2X.C

3,500

3, CSC

2, SCO

868

778

755

755

2.4UU

Ir'CO

4.310 

74.62C

1.51C

5,^X

5,4Cr

3,o8f

655

KAV

 

751

582 

467

242 

212

If!

28

V

33

1

^> 150

J

" I

*00

863

3,410

2.2CU

8QC 

732 

732

6C6 

384

318

242

226

234 

266

57C 

570

309

212 

.46

3 ,7«

S EPT .

m

128 

114

100

84

1

2

2

2 3

8 5

3 2

9 2

582

478 

446

242

145

312 

>12

50

.28

OC-Ff 86C iOO
RED RIVER BASIN

7-3490. Bayou Dor-cheat near Minrien, La . Continuecl

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2 

3

5 

7

9 

12

14

Ib 

17

20

"

26

28

-

MEAN

MIN 

CFSC 

IN.

1.="

'in

 '-

,6U

3,.

212 

19,.

131

105

1, '65

105 

97

1^2

3^7 

755

345

7,2

''-2^

" C, e n

 :

luO

5, £00 

5,3t<-

4.220

7.10C

9,920

11,00-1

-1-lOt 

7.78C

3,950

3.17C

5.69 

6.56

itCIO

5.7^0

5,510 

5.40C

7,100

8,920

2,460 

4.26 

4.91

8,920

2,800

1 ,080

1,440

1,840

2.260

3,330

 ~IL

380 

2.91 

3.03

'

3,410

3,010

2,200 

2,140

Z,2CG

1,960 

1,780

1,160

380 

2.32 

2.68

'

1,500

2,730

1,440

890 

822

755 

732

 

732 

1.55 

1.73

2,530 

3,090

5.40C

3,500

600 

500

400 

350

250 

200

58

62

55 

1.60 

1.85

JUNE

84

500

688

600

35C 

350

400 

450

600 

620

642

600

600

450

84 

.46 

.51

JULY

I

40 

?5

30 

25

f 30

25 

.09 

.10

AUG.

7.2

6.3 

5.2 

4.4

4.9

4.6 

5.4

12 

14

4.4 

.03 

.03

SEPT.

14 

1 

.7

.5 

.0

.0 

.9

1 

2

5

B

127

170 

212

242 

197

151

117

92 

72

53

38 

32

28 

2,379.1

2*2 

6.0 

.07 

.08

--Stage-discharge relation indefinite July 18 to Aug. 20.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

i

5

6

7

9

1

5 

6

7 

8

1

2

4 

5

7

8

1

MA 

MI

IN.

OCT.

40

38

29 

23

26

25 

23

3S 

45

45

43 

41 

37

J3

28

22 

.03

Nnv.

38

?5

24 

23 

12

K 

43 

b3

64

5" 

bl

<i3

20

oec.

110

103

94 

as 

80

61

58 

58

f>i 

71

86

101

2,837 

58

5-30

JAN.

151

250

258

163 

146

134

111 

110 

111

130

"'In

110 

.18

FEB.

136

183 

176

170 

204 

219

1ST

190 

183

190

136

MAR.

309

606 

582

435 

467 

S12

594 

606 

6O6

558

242

APR.

594

670 

657

478 

364 

283

151 

141 

136

118 

233

1,610

118

MAY

2. BOO

489 

300-

80 

69 

59 

51

34 

30 

28

26 

26

27

26

JUNE

28 

28

15

12 

11

9.4

7.2

7.8 

8.1 

8.4 

11

54 

144 

292

346 

274

134

7.2

JULY

77 

60

37

31 

26

33 

28

24 

20 

20

24

751 

1,030 

2 1 140 

3,330

3,330 

2.800 

2.260

1 .440

364 

176 

157 

219

20

AUG.

122

104

75 

62

42

34

31 

2B 

25

t6

32 

22 

16 

12

11

8. 

7.

6.

5. 

5. 

4. 

4. 

4.

4.4

SEPT.

4.2 

4.2

4.2

4.2

4.4

6.0 

6.3

6.0 

5.7 

5.4

 ,.6

7.8

8.4 

8.7 

8,4

8.4

16 

17 

17

15 

14 

12 

11

4.2

.008 

.009

508

C-FT 883,300
RED RIVER BASIN

7-3490. Bayou Dorcheat near Mlnden, La. Continued

OISCHARGEt IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1564

1

3 

4

6

7 

B

1C

U 

12

16

18 

19

22 

23

25

26 

27

29 

30

MIN 

CFSM 

IN.

 9.7

.4 

.0

.4 

.6 

.4

.1

.8 

.6

1.1

.60

.40

.30 

.30

.40

.50 

.60

.6v

.30 

.002

.1

.6 

.6

.1

.1 

.1

.1

.6 

.1

1.1 

2.4

11

13

12

16 

26

tl 

53

.60

. JOU

5B

49 

44 

3B

375

399

321

189

13?

3C 

.15

98

94 

86 

99

224

162

143

lie

.21

102

147 

1B8

403

102 

.25

6C6

BOO

1.340

1,340

22 C

.94

523

1,230

670

478

403 

2.42

7,200 

5,700

4,100

110

71

35 

1.61

35

30

32

11

8.5 

8.5

8.2

16

40 

7.4 

.02

9.4 

7.4

5.2 

4.1 

4.1

3.*

3.1

L.B 

1.6

1.4

.6;

.40

r

.40 

4.7

4.7

13 

0 

.CC 3

3.1

1.6

.50

0 

0 

0

0 

0

0 

0

3.8

5.7 

6.5

3.9 

3.1

3.6 

7.4

5.7

10 

0 

.003

3.6

3.1 

2.B

10 

15 

17

16

13 

11

7.7

6.8

5.7

6.3 

11

456 

582

619

483

185

619 

2.8 

.14

WAT VR 1964: TOTAL 196,839.UO MEAN 543 MAX 14,900 MIN

UISCHARGE, Iri CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER

2

3 

4

5 

7

1C

1 

2

4 

5

6 

7

9

1 

2

4

5

7

C

MAX 

Hit, 

CFSM 

IN.

J.62 

164

165 

161

65

5C 

39

24

16

21

15 

.06

18

16

16

17

16

14 

13

11

16

15

30

45

11 

.02

b6B

,34G

606

305

5C

822

1,390

 335

285

2,4tO

_____

580

1.2BO

1,560

1,160

377

358

358

356

1,280

1,130

10?

778

83 

8C

188

17S

8C

311

29 c

ISO

1"

16 

13

P. 7

>. 6

5.0

4.8

4.8 

6.7

8.1 

7.8

9.3

3.1 

8.1

7.6 

7.3

9.6 

1C

9.6

9.3

B.I

4.8

SEPT.

7.C 

6.0

s.o

5..1 

5.0

4.C 

6.0

20

160 

If,

70

5C

35 

43

1C;,

3CC

400

2SJ

4.0 

.13

WAT YR 1965: TOTAL 25S,642.0 MEAN 7L CFSM .65 IN 8.77 AC-FT 513,OCO
RED RIVER BASIN

7-3494.3 (revised). Bodcau Creek at Stamps, Ark.

Location. Lat 33°22'00", long 93 "31'20", in NW^ sec.7, T.16 S., R.23 W., near center of span on 

downstream side of pier of bridge on U.S. Highway 82, 0.1 mile upstream from Tatum Branch and 

1 mile west of Stamps.

Drainage area. S34 sq mi,

Records available. October 1958 to September 1965.

Gam.--Water-stage recorder. Datum of gage is 234.36 ft above mean sea level, datum of 1929. Prior 

to June 3, 1959, wire-weight gage at same site and datum.

Average discharge.--? years, 193 cfs (139,700 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

July 18, 1961 

Feb. 25, 1962 

May 3, 1963 

Apr. 25, 1964 

Feb. 13, 1965

Discharge 

(cfs)

7,640 

5,370 

1,320 

3,120 

5,970

Gage height 

(feet)

13.70 

12.26 

S.01 

10.93 

12.62

Minimum

Date

July 11, 12, 1961 

Aug. 18-23, 1962 

June 11-12, 1963 

At times 

July 23-24, 1965

Discharge 

(cfs)

o.zn 

0 

.10

0 

0

Qage height 

(feet)

j

1958-65: Maximum discharge, 7,640 cfs July 18, 1961 (gage height, 13.70 ft); no florf at times 

Maximum stage known since at least 1890, 18.9 ft in March 1945, from information by local 

resident. Flood in 19S7 reached a stage of 17.5 ft at railroad bridge 1 mile downstream, from 

information by local resident. Flood in 1930 reached a stage of 17.3 ft, from information by 

State Highway Department.

Remarks.--Records fair prior to Oct. 1, 1963, and good thereafter.

DISCHARGE. I.» CUBIC FbET PER SECOND. WATER YFAR fCTOBER I960 TO SEPTEMBER l c tl

1

2 

3

4 

5

7

9

11 

12

14 

15

17 

18

19

20

21 

22

24 

25

26

26 

29

30

MEAN

MIN 

CFSM 

IN. 

AC- FT

1.1

,b,j

.6C 

11

21

1B2

194

62

12

8.3

-

.

.8

2

31.5

.13 

.16

1,940

22 

22

21

13

y.l

25

2U

22

41

30

22

20

15

18

17

17

18 

IB 

18

22.0

.1,9 

.11 

1.310

17

17 

18

26

2b&

4UG

53u

212

164 

137

125 

115 

1U4

96

94 

1U5 

117

267

1.14 

1.32

16,410

29C 

346

5o6

520

4CO

230

230 

182

130 

122

118 

111 

106

283

1.21 

1.39 

17,380

lib 

128

188

284

272

170

492 

80S

1,220

1.000

738

448

1.91 

1.99 

24,870

66 C 

6C^

439

361

34 H

52u

506

5Cb

520 

4^2

534 

632 

1,42^

620

2.65 

3.06 

38,15;

430

C -0

U4U

722

56i

°1C

826

465 

348

46 

19

81 

70 

65

857

3.66 

4.09 

51, COO

64 

61

87

to

2^-8

38

24

15 

14

26 

26

39 

41 

31

78.7

.34

.39 

4,840

15 

11

4.9

3.9

15

16 

12

8.J

11

12

18 

20

26

32 

23

15. 

4

.0 

.G 

91

]4 

6.3

f.2

I, ^

.7

.2

'C 

5?

3, sec

3,7Ct

1,6=0

 nc

120 

76

82 

58 

39

638 

6, SCO

2.73 

3.15 

30,250

22 

17 

15

27

65

1C8

53 

35

28 

146

514 

54B

534 

439

27? 1-3B

44 

4=>

58

43 

35 

38

4 C2B

130 

548

.56 

.64

7,990

6C 

93

f 5

1

1 

[

24 

36

53 

52

42

22

8

7

4 

4

3 

4

13

53

.5

.6 

7,76

CFSM .84 IN 11.50 AC-FT 143,400
RED RIVER BASIN

7-3494.3 (revised). Bodcau Creek at Stamps, Ark. --Continued

i

2 

3

5

7

8 

i 

10

12

14 

15

16

13 

20

21 

22 

23

25

26 

27

28 

29 

30 

31

MIN

291

3,190

i.auo

6ia

52u 

366

118

43

28

22

21

21 

21

22 

22

21

23

42 

64

71

56 

46

71

66 

415

2,540 

1,580

646

23

548

228

Jt-3 

436

548

2.8&C

1,850 

1,140

632

306

:>52

228

520

&90

616 

632 

604

618

722

2.92C

422

1,000

562

408 

36ft 

331

241

5e2

4,500

_____

234

l.sc.:

8E6

61S 

562

5 "

686

338 

345

436

54B

338

54B

738

548 

548 

5,2

478

261

331 

234 

183 

222

590

189

693

562 

450

261

76 

55 

41

2*

7.6

7.2 

7.7 

7.2

6.2

7.2

8.2

5.9

15 

74

105 

84 

65

48 

40 

65 

95 

196

345 

436

520

722 

674

84

28 

25

18 

15

102

10

11,510

16 

12

1C 

7.4

5.t 

4.4 

3.7

3.9

2.9

2.5

2.L

1.1

.60 

1.1 

9.3 

6.6 

4.0

3.5 

4.7

4.C 

4.C 

6.C

5.2 

4.7

24

.60

349

5.4 

8.C 

7.4

4. ?

3.2

3.0 

2.4

2.0

1.6 

1.1

.2°

.10

.10 

0

u

0 

0

.40

.40 

.40

.4C

.40 

.80 

5.6

8.0

0

123

6.0 

6.8 

5.4 

11 

24

19 

37 

LC3 

275 

436

306 

520

534

366 

140 

51

36 

26

21 

16 

13 

1L 

 3.6

10 

9.3 

B.7 

9.1 

11

141 

534

5.4

8,410

DISCHARGE, IN CUBIC FEET PER SECOND, tIATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

4 

5

6

8 

9

10

12

13

15 

16

18 

15

21 

22 

23 

24 

25

27 

28 

29

TOTAL

MIN 

IN.

15

20 

17

16 

18

22 

22

18 

18

29 

81

91 

57 

56 

82 

76

33 

26 

22

13 

.17

21

22

20

27

152 

il7

46 

38

3« 

40

67 

91 

106 

110 

100

88 

90 

130

20 

.33

228

9C 

78

65

48 

43

39 

39

45 

47

48 

49 

57 

72 

74

87 

106

12B

39

176

146 

182

268

145 

113

76 

64

62 

77

07 

23 

21 

14

04

04 

03 

72

82

1°

97

105 

87

72

88 

112

102 

83

62 

65

91

98 

92 

78 

70

106 

117

62

176

646

844

808

324

4C8

562 

5£2

450 

478

616 

562 

38C 

228 

228

268 

268 

222

115

,280

90

53 

115

370

394 

i02

64 

47

31

28

41

60 

60 

42 

30

22 

72 

217

22

1IN 0 

IN .10

73B 

1,110

765 

317

32

12

9.6

7.2 

6.2

5.C 

4.2

3.2 

3.6 

5.9 

10 

22

9.3 

7.7

6.6

3.2

CFSM

8.5 

6.4

3.6 

2.7

2.2

1.4

.80

.1C

.80

.80 

2.2

3.1 

2,. 5

135

282 

394

450 

282

17

10 

7.8

.10 

.29

.51 IN

5.0 

3.

2. 

1.

1.

3.

2.

2,"

2C4 

89

26 

14

5.0 

3.2 

2.4 

2.0 

3.1

646 

790

886

1.1 

.73

6. S3

324 

81

13 

9.3

7.

5.

4.

4.

2.

1.

1.

. 0 

. 0

2. 

2. 

2.

2. 

2.

2. 

?. 

1.

.6C

.08

\C-FT 86

SEPT

8 

1 5

1

4

2

3

4

0 

9.8

8.5 

7.6

7.4 

6.2 

4.8 

3.8 

3.0

2.1 

2.1

1.8

1.6

.08 

.09 

1,170

490
RED RIVER BASIN

7-3494.3 (revised). Bodcau Creek at Stamps, Ark.--Continued

CAY ' " '

1

7 

l u 

12

13 

15

1C

17

21 

22 

<!3

25

it 

27

28

2^ 

3C

MEAN 

MAX 

MIN

IN. 

AC-rT

1.4 

1.1

,8'j 

.t,., 

.7j

.3 ^ 

.3^

.4L 

.30

,,4

.43 

1.4 

.2-

.wO^

.7.

; t .

.1^ 

i.il.b 

3.c

71

2L".

5 = - 

7^2

7uV 

S75

3^

,,4.7.,,

.71

18^

n3

^7

6S

fit,

5-»l

2»2 

/i4

zut

2J3 

213

22o

3»:3

3^4

Jl7 

/74

1.51

218

121

104

84

e-t

8J

84

88

67 

67

n47

.45

62

145

25h

464

25u

331 

404

486

475

234

101 

165

138 

128

1.34

lit

53^

^

>75

78.

653

5s ;

453

4i'9

4-.L 

4C4

 417

475 

^41 

575 

552

3.21

475

234

317

391

Ht

317 

274

111

167

Zi^Su

2,5*0

2,260 

2. C.CO 

1,440

3. O4

97D

671 

541

282

sc

38

27

20

11

a. 6

7.

5.

4.

5. 

2.

5.

2.7

.74

5.3

.0

1

.<;

.5

.8 

.6 

.8

.0 

.2 

.5 

.2

,2 

.4 

.7 

.3 

.3

.90

1.0 

.70

.60

.3C 

.20 

.20

.20

,u2

. c

. G

0 

C

c

0

0

c

0 

0

0

c 

c

2.2 

l.«

1.2

.40

.41

.?r

.4C

c

.OCl

.50

.30 

.20 

.21

.10 

.10 

.1C

.1C

.10 

.30 

. 30 

.4C 

.4C

all i."

1.4 

1.1

.80 

2.5

3.8 

2.4

48

5.5

3.C 

1.9

.02 

.02

1.2

.70 

.50

.60 ,°c

.80 

.80 

.80 

.70 

.50

.40 

.30 

.30 

.20

.20

4.6 

104 

36 

27 

88

17C 

167

24 

13

R.e

8.6 

15 

15

It

20.0

.20 

.11 

.12 

1,550

CUBIC FLfT PER SECOND, WATER YEAR TCTCBER 1964 Ttl SEPTEMBER 13ftb

1

2 

3

5

7 

9

li 

12

14

16 

17 

18 

1-

2J

2Z

25

27 

i^

TOTAL

MAX 

MIN 

CFSM 

IN.

AC-FT

2t

<!8

14

lu

d. i 

7. 2 

5.7

4.1

3.5

1.3

4. a

S.b

2. a

l * *

2.2

2.2

2.2

L . -

204. V

1.,

2.2

.2.?

2.2 

2.5 ->.7

3. J 

3.'

3.1

3.3

4.^ 

6.6 

"3.2 

2

5

1

1

7

5 

31

753.2

2. J

84 

267

317

2!>S 

<-3^

232

239 

168 

12G

85

7z

7u 

7C

58

58

5,^62

5d

136

194

258 

226

764 

646 

520

ZB4

4V2 

562

716 

702

tie

4V i

15,c<;;

65

174

138

122

265

1,41'j

915 

7BO

436

382

4u3

492 

534

29,330

122

716

l,55i

814

716

562 

632

64 b

464

31t, 

343

5. '4

1,180 

1,310

85C

2c,oei

3U

688

618

45C

108 

98 

7?

81

50 

42

41 

41 

4P 

55

7,655

41 

1.22

*

30

22

14

17 

170

121

86 

121

153

85 

58

52 

51 

59 

62

2,636

12

25

14 

17

16

13 

13 

16

88 

144 

2CO 

158

19

24 

26

68 

75 

52 

31

1,381

13

2,740

21

 5.8

5.1 

3.7

3.3

1.6

1.2 

.50 

.6?

.30 

 K 

.3C 

.20

.1C

0 

.40

.80 

1.4 

2.2 

l.R

85.50

21

0

170

l.r

,<30 

.6C.

.40 

.40

-4r

.20

.10 

.1C 

.1C

.10 

.2t

.30

.4C

2.r

1.6

.4C 

.3C 

.40 

.50

15.10

.48

2.0 

.10

30

SEPT.

.50

.90 

.70

.30 

.20

.30 

.10

.30

1.0 

1.3 

1.2

.50

.40 

.30 

.20

60

16 

26

43 

31 

22 

15

331.10

11. 0

69

.20

.05

657

AC-FT 131,000
RED RIVER BASIN

7-3495. Bodcau Bayou near Sarepta, La.

Location.--Lat 32°54'1S", long 93<>28'55", in NWi sec.15, T.22 N., R.ll W., on left bank on down- 

 stream side of bridge on State Highway 2, 2 miles west of Sarepta and 9.5 miles upstream from 

Caney Creek.

Drainage area. 546 sq mi.

Records available.--October 1938 to September 1965. Prior to October 1958, published as Bayou Bodcau 

near Sarepta.

Gage.--Digital water-stage recorder. Datum of gage is 173.91 ft above mean sea level, datum of 1929, 

supplementary adjustment of 1941 (levels by Corps of Engineers). Prior to Apr. 1, 1964, graphic 

water-stage recorder at same site and datum.

Average discharge.--27 years, 590 cfs (427,100 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (3,0oo cfs), water years 1961-65

Date

July 24, 1961

Dec. 19, 1961 

Jan. 29, 1962

Time

0500

1200 

1100

Discharge

* 2,750

* 5, 290 

4,000

Gage 

height

16.16

18.57 

17.42

Date

Mar. 2, 1962

July 16, 1963 

July 17, 1963

Time

020O

1900

Discharge

3,030

* 3,070

Gage 

height

16.26

16.22

Date

Apr. 28, 1964

Feb. 19, 1965

Time

2400

O20O

Discharge

* 5,230

* 3, 93O

Gage 

height

18.60

17.28

Annual minimum discharge, wate

Water year

1961 

1962 

1963

Date

Oct. 23, 29, 1960 

Sept. 29 or 30, 1962 

June 5, 1963

Discharge

4.0 

3.5

3.9

Sage height

1.85 

1.83 

1.86

Water year

1964 

1965

Date

Aug. 1-8, 1964 

July 16, 1965

Discharge

O.5O 

2.1

Sage height

a 1.48 

1.62

a Occurred Aug. 2, 3, 7, 8, 1964.

1938-65: Maximum discharge, 18,600 cfs May 2, 1958 (gage height, 25.14 ft); minimum, 0.1 cfs 

at times; minimum gage height, 1.43 ft Aug. 14-19, 1954.

Flood of May 22, 23, 1930, exceeded 25 ft, and flood in 1905 may have reached a stage of 27 ft, 

from information by local residents.

Remarks. Records good. Water used by paper mill at Springhill is pumped from wells and discharged 

 later as waste into bayou approximately 8 miles above station. This discharge is not continuous 

but is stored in a reservoir and is released whenever the flow of bayou is insufficient to dilute 

effluent from mill. Some diversion and regulation by Lake Erling (usable capacity, 79,000 

acre-ft), 15 miles upstream.

Revisions.--WSP 1211: Drainage area.

Corrections. In WSP 1631 and 1731 the maximum discharge for the water year 1959 is listed in error; 

it should be 2,050 cfs.

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9 

10

11

12

13

14

15

IS

17

18

19

20

21

22

23

24

25

26

27

29

30 

31

MAX

WIN

OCT.

2.34

2.25

2.15

2.06

2.10

2.32

2.76

3.34

3.39

2.69

2.35

2.17

2.11

2.28

2.44

2.30

2.15

2.07

2.03

2.0O

1.91

1.85

1.90

2.05

2.10

2.10

1.99

1.86

2.33

4.00

4.00

1.85

NOV.

4.14

5.63

6.45

6.77

6.97

7.08

7.09

7.11

7.35

7.57

7.59

7.54

7.42

7.33

7.54

7.56

7.60

7.57

7.50

7.49

7.49

7.45

7.45

7.46

7.42

7.40

7.40

7.37

7.27

7.60

4.14

DEC.

7.25

7.23

7.22

7.23

7.52

7.86

9.21

11.02

12.33

13.35

13.28

12.96

12.50

12.08

11.55

10.94

10.42

10.05

9. SO

9.69

9.50

9.49

9.48

9.46

9.52

9.67

9.85

10.88

12.30

13.35

7.22

JAN.

12.97

12.89

2.76

2.46

1.98

1.42

1.05

1.09

1.28

12.25

12.20

12.00

11.73

11.48

11.12

10.86

10.72

10.53

10.24

9.88

9.57

9.34

9.25

9.24

9.30

9.58

9.65

9.6O

9.45

9.35

12.97

9.24

FEB.

9.35

9.34

9.25

9.21

9.05

8.86

8.90

8.20

9.50

9.52

9.30

9.05

8.80

8.62

8.42

8.28

8.56

8.95

10. 06

11.11

11.75

12.16

12.19

12.02

11.74

11.35

10.96

- 

______

12.19

8.28

MAR.

10.61

10.00

8.65

6.98

5.73

5.13

5.10

4.96

4.49

4.35

4.12

5.04

4.78

4.33

3.94

4.40

5.93

6.60

7.10

7.39

7.04

6.44

6. OS

6.04

6. OS

8.44

10.50

11.91

12.98

14.13

14.13

3.94

APR.

14.57

14.79

14.83

15.22

15.78

16.06

15.95

15.65

15.30

14.46

14. 06

13.63

13.24

12.87

12.40

11.98

11.54

11.11

10.77

10.55

10.40

10.25

10.08

9.83

9.79

9.84

9.96

9.83

8.84

16.06

8.84

MAY

7.05

5.48

6.22

7.48

7.96

7.02

4.73

3.81

3.57

3.42

3.37

3.34

3.40

3.42

3.38

3.40

3.38

3.23

2.87

2.75

2.93

2.90

3.37

3.56

3.60

2.60

2.11

2.0O

1.95

2.OO

7.96

1.95

JUKE

1.98

1.97

1.93

1.91

1.90

2.35

2.09

2.25

3.18

3.78

2.92

2.35

2.54

2.50

2.30

3.02

4.10

6.46

5.75

4.12

3.45

2.95

2.96

5.71

7. SO

6.45

5.23

4.20

3.30

7.50

1.90

JULY

2.68

2.43

2.27

2.16

2.10

2.05

2.03

2.23

3.05

3.61

3.11

2.66

3.02

4.65

7.93

10.53

11.12

11.53

11.76

13.38

15.38

16.03

16.14

15.91

15.45

14.84

14.12

13.29

12.42

11.40

16.14

2.03

AUG.

10.23

9.18

7.70

5.72

3.53

2.78

3.44

3.55

3.22

2 .84 

2.52

2.41

2.89

2. SO

2.72

3.70

3.80

4. OS

4.31

4.45

5.49

6. SO

7.11

7.48

7.64

7.63

6.55

5.81

4.70

4.39

4.26

10.28

2.41

SEPT.

4.05

3.14

2.93

3.79

3.95

3.92

2.95

2.60

2.57

2 .60 

2.65

3.65

7.22

6.40

5.07

4.09

3.70

3.51

3. 02

2.72

2.54

2.33

3.04

4.08

4.27

4.30

4.29

4.25

4.47

4.62

7.22

2.33
RED RIVER BASIN

DAILY MEAN QAQE HEIGHT, IN FEET, WATER YEAR OCTOBER 1961 TO SEPTEMBER 196Z

DAY

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29 

30

31

MAX

WIN

OCT.

10.15

12.11

12.59

12.49

12.04

11. 3Z

10.29

9.76

10.36

11.30

11.90

12.15

11.99

11.22

9.95

9.17

8.78

8.46

8.31

8.22

8.15

8.07

7.98

7.96

7.98

7.99

8.15

8.38 

8 .43

8.40

12.59

7.96

NOV.

8.21

8.11

8.27

8.26

8.25

8.18

8.03

7.89

7.81

7.85

8.06

8.21

8.14

7.95

7.83

7.90

8.05

8.10

8.15

8.14

9.39

11.16

12.30

12.77

12.58

12.10

11.56

11.14

10.90

12.77

7.81

DEC.

10.73

10.59

10.58

10.64

10.81

11.18

11.45

11.42

1Z.05

13.15

13.70

15.00

15.25

15.24

15.35

16.05

17.50

16.45

18.42

18. 02

17.65

17.37

17.10

16.75

16.30

15.85

15.40

14.90 

14.47

14.22

18.45

10.58

JAN.

13.90

13.65

13.50

13.52

13. 7Z

13.84

13.90

13.84

13.68

13.42

13.18

12.37

IE. 8

13.9

15.03

15.68

15.60

15.27

14.85

14.40

14.03

14.45

14.69

14. 8Z

15.11

15.80

16.71

17.32

17 PS '

17.39

1Z.37

FEB.

17.21

17.21

17.00

16.58

16.09

15.60

15.10

14.56

13.99

13.45

12.89

12.39 

12.29

12. IE

11.94

11.60

11.04

10.69

10.57

10.52

10.45

10.27

10.40

10.90

11.44

12.15

13.26

14.60

 

17.21

10.27

MAR.

15.77

16. Z3

16.14

15.89

15.65

15.48

15.20

14.83

14.40

14. W

13.86

13.89 

13.94

13.84

13.48

12.98

12.42

11.92

11.54

11.25

11. OZ

1O.77

10.50

10.15

9.79

9.29

9.04

9.01

8.87

8 .89 

10.07

16. 23

8.87

APR.

0.26

0.78

1.13

1.12

0.82

10.47

1O.14

9.93

9.82

9.72

9.64

9^39

9.24

9.03

8.70

8.47

8.25

7.95

7.77

7.55

7.26

7.15

6.73

6.63

6.68

7.00

7.64

7.97

8.94

11.13

6.63

MAY

12.84

12.95

IS. 70

13.82

13.43

12.76

11.94

11.09

10.27

3.46

8.69

7 .88 

7.06

6.24

5.57

4.97

4.58

4.11

3.77

3.6Z

3.42

3.3Z

3.42

3.61

3.62

3.57

3.51

3.45

3.47

3.67 

3.74

13.82

3.32

JUNE

3.96

4.05

3.74

3.35

5.17

3.04

3.47

3.77

3.74

3.65

3.60

3.56 

3.67

3.Z5

£.97

2.89

2.88

2.92

3.01

3.27

3.96

4.61

4.95

4.92

4.60

4.24

5.11

6.01

4.88

4.12

6.01

2.88

JULY

3.63

3.3Z

3.19

3.11

3.04

2.98

2.91

Z.33

2.75

2.69

2.66

2 .58 

2.38

Z.36

2.52

2.65

2.64

2.60

2.61

2.58

2.56

2.55

2.62

2.64

2.59

Z.66

3.06

3.19

Z.99

? */7 '

3.63

Z.36

AUG.

2.49

2.37

2.45

2.80

2.59

2,49

2.36

Z.24

2.26

2.4C

Z.42

2.4Z 

2.40

Z.25

2.17

Z.16

2.32

2.35

2.25

Z.17

2.10

2.18

Z.41

2.53

Z.57

2.50

2.48

2.51

2.54

^ *cp

""

2.80

2. in

SEPT.

2.34

2 .U4

1.98

1.95

1.94

2.11

2 .25

Z.19

2.10

2.15

£.11

2.22 

2.08

1.98

2.02

2 . 4u

2.16

1.99

1.94

2.05

2.01

E.16

2.19

2.24

2.35

2.24

1 .90

-

2 . 40

-

DAILY MEAN QAQE HEIGHT, IN FEET, WATER YEAR OCTOBER 1962 TO SEPTEMBER 196o

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

WIN

OCT.

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

_

4.61

5.56

5.91

6.28

6.64

6.85

6.98

7.07

7.14

7.16

7.16

"

NOV.

7.21

7.33

7.34

7.35

7.37

7.41

7.4E

7.52

7.70

7.81

7.80

7.75

7.75

7.75

7.76

7.75

7.65

7.70

7.76

7.94

7.99

7.94

7.90

7.85

7.80

7.76

7.88

7.90

7.88

7.81

7.99

7.21

DEC.

7.74

7.68

7.65

7.57

7.49

7.40

7.35

7.34

7.34

7.33

7.32

7.32

7.32

7.42

7.54

7.52

7.50

7.48

7.39

7.36

7.71

7.76

7.74

7.75

7.77

7.83

7.82

7.79

7.85

7.87

7.87

7.32

JAN.

7.85

7.85

7.88

7.85

7.9O

8.03

8.07

7.94

7.81

7.74

7.64

7.48

7.58

7.37

7.46

7.50

7.57

7.59

7.63

7.65

7.74

7.77

7.73

7.74

7.84

7.95

8.04

8.13

8.74

9.14

9.25

9.25

7.37

FEB.

9.29

9.13

8.79

8.48

8.32

8.03

7.69

7.50

7.45

7.45

7.45

7.48

7.57

7.63

7.61

7.60

7.60

7.49

7.60

7.70

7.65

7.6O

7.65

7.64

7.58

7.56

7.50

7.46

 

9.29

7.45

MAR.

7.74

8.09

8.31

8.18

7.82

7.55

7.36

7.14

7.04

7.04

7.10

7.10

7.10

7.08

7.08

7.10

7.22

7.42

7.54

6.58

5.00

4.12

3.77

3.52

3.76

4.45

4.42

3.74

2.95

2.64

2.73

8.31

2.64

APR.

2.80

-

-

-

-

.

^

_

-

-

_

-

-

-

-

.

_

_

2.11

2.37

2.45

2.35

2.22

_

Z.35

2.40

2.46

4.80

1O.45

9.62

10.45

"

MAY

7.57

4.87

3.23

2.65

2.57

2.61

2.63

2.6E

2.39

Z.18

2.11

2.06

1.97

1.91

1.88

1.94

1.93

1.91

2.01

2.33

2. IE

1.93

2.40

2.64

2.22

E.02

2.10

2.50

£.24

2.03

.96

7.57

1.88

JUNE

1.93

1.90

1.90

1.88

1.87

£.89

3.21

2.24

1.95

1.92

1.90

1.90

1.93

1.95

2.02

2.18

2.51

2.33

2.15

2.60

2.41

2.33

Z.31

Z.ll

2.02

2.00

2.00

2.O1

2.03

2.02

3.21

1.87

JULY

2.01

z.oo

1.98

1.95

£.57

E.19

1.93

1.99

E.26

2.64

E.35

2,35

2.26

1.99

9.92

15.53

16.10

15.34

14.05

12.13

9.41

5.18

2.79

2.27

C.56

2.96

Z. SO

2.44

2.25

2.14 

2.53

16.10

1.93

AUG.

2.54

2.35

2.29

2.25

2.20

2. IE

2.04

1.99

1.98

1.96

1.95

1.92

1.90

1.90

1.94

£.04

2.03

2.12

E.29

£.42

2.42

E.44

2.37

2.17

2.00

1.91

2. OS

£.62

2.62

2.31

E.6E

1.90

SEPT.

E.34

2.30

2.20

2.13

2.07

2.10

2.11

2.00

2.0O

2.20

2. IE

2.00

2 ,OU

2.06

2.08

2.08

2.20

2.21

2.21

2.22

2.20

2.20

2.21

2.19

2.17

2.19

2.21

2,25

2,25

2.23

2.34

2 . 00
RED RIVEP BASIN

7-3495. Bodeau Bayou near Sarepta, La. nont 

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1963 TO SEPTEMBER

DAY

1 

2 

3 

4

7 

8 

9 

10

12 

13 

U

15

16 

17

19

21 

22

23

24 

25

26 

27 

28 

29 

30

MAX

OCT.

2 23 

2.25 

2-28 

2,27

2 26 

2.29 

2.30 

2-24

2.21 

2 20

2. 36 

2.35

2.33

2-34 

2 35 

2,34

2 30 

2.28

2.27 

2 25

2 26

2,27 

2.78

4.84

NOV.

5 57 

c ~>f> 

6.12 

6.22

4 87 

3 30 

2.55 

? 16

1 .97 

1,92

5 25

5 30

4 78

3.18 

4 36 

6. 11

6 14 

5.18

3.54 

2.78 

2.70 

3.38 

3.07

6. 44

DEC.

2.62 

2,54 

2.54 

2.84

7.09 

7.11 

7.11 

7.27

9.18 

10.05

9,21 

8 88

8.65

8-76 

8-87 

8.95

9.06

9.10 

9.08 

8.96 

8.79 

8.68

10 16

JAN.

8.52 

8 47 

R.36 

8.21

B 00 

8 01 

8.11 

7.89

7 82 

7.77

7 31 

7.22

7 22

7.08 

6.96 

6.90

6.77 

6. 64

6 62 

6 °2 

7.78 

8.24 

8.32

8.52

FEB.

8,26 

8,13 

?,56 

7.10

7 82 

7. 58 

7.25

6.78 

6.79

7 22

7.14

6.96

7.35 

7.61 

7.72

7.78 

7.82

7.83 

7 82 

7 .80 

7.78

8.26

MAR.

7.77 

8.43 

c 27

9.05

0.19 

9.10 

9. 46

9.80 

9.55

6.40

8.12

8 35

0.01 

9.34 

°.27

8.93

8 68 

8,36 

8 28 

8.24 

8, 12

10.21

APR.

7 90 

~7,31 

6 16 

4.'9

4,77 

3.77 

3.10

2.92

3 25

2-98 

2 82

2 72

2 63 

3.54 

0.77

2.68 

5.54

7.32 

8.17 

8.54 

8.51 

8.14

18.54

MAY

7,61 

7.12 

6 74 

6 36

3.56 

2 S4 

1.Q4

9.71 

8.3

4.0 

4. 1

3.8

3 7 

3.4

2.0

2.4

2 2 

2.1

2 1 

2-1

17.6

JUNE

2 53 

2.54

? 40 

? 29

; 05

" 05 

] .99

2 00 

] .98 

J 94

1 96 

2,05

2 35

? 01

] 95 

2.02

2-35 

 >,57

2,40

2 24

2 39 

2.15

2.57

JULY

2 1

?, 2 

2 3 

2 2

] o 

3 o 

2 0

3 .9 

1.9

1,7 

3 6

1 6

1 59 

1 56 

! .56

1.57 

1.58

1 68 

1.84 

] .78 

] .68 

1.60

2.31

AUG.

1 50 

1 .40 

1.48 

1-49

1.49

1 49 

1 48 

) 54 

1 62

1.84 

1.84 

] .81

2 19 

2 27

2 13

1.09 

] .87 

1 84

1 90 

] .92

1 .92

1 89 

) 82 

3.81 

1.67

2.31

SEPT.

1.57 

2-12 

2.10 

1.79

1.57

1.82

1.92 

1.85

] . B3

1.76 

1.77 

1.77

3 85

4.84

2.19 

2.14 

2.49

2.35

2.12

1.93 

2.86 

3.62 

2.86 

3.10

5.66

DAILY 'ffiAK GAGE HEIGHT, IS PFET, WATER YT'R OCTOBER 196 TC SEP^EMBEF 1965

DAY

1

2

7

4

5

B

^

B

9

10

12

14

15

16 

17

18 

19

20

21

24

26

26

31

MAX

OCT . NfW .

3 42 | b 15

: 52

: 37

2 43

2 *F

2 57

2.42

2 47

2.48

'.48

5.12

5 07

f .06

5 87

5.28

E '.5

5 57

5 i7

6.42

6 20

5.05

5 64

5-90 

6.40

6-55

5 b9

b 51

5.13

"Ml

5 00

4 85

4 84

4 88

5 07

5 20

5,20

5.17

b 21

5 41

; .57

5 72

5.72

5 88

7 02

6,00

5.96

5.92

7-02

4.84

T)EC. | JAN. i TKR. | MAT. T y>R.

fc 87 - If 14 12.19

c 17 , - | 10.13

6 48

7 OP

7 17

7 54

7 48

i 31

7 23

 7.36

8. 00

F 07

7 Q£>

7 67

8 18

R 33

8 32

f .29

8.21

-

_

-

-

8.33

5.87

- 1 if, 03

-

-

_

7 _ 5Q

7.43

7.58

8. 1 'h

10.63

10.32

9.81

9.24

8.52

8.52

8 58

8,95

9.39

10.07

9.97

9.98

10.03

10.63

-

9,08

= .96

9.94

9.87

0.07

1.37

2-7F

5 31

5.37

c .03

5.63

7 22

^ °0

16 41

15.87

34 9 0

13 84

12.75

------

17.22

9.87

13 .45

30 J8

13 .15

11.46

11.63

13 65

11 60

11 57

13.14

11 38

31 ?9

11 ?6

11 na

10 12

IG ^2

30 10

9 88

9 18

8.87

10.14

10.67

11.63 

12.27

12.27

8.87

12 71

13.12

13 51

13 aO

13 46

13 21

12 89

12 50

12 T7

11 62

1C 5Q

0 1Q

8.98

7 90

1 65

f 74

5 'ft

4 67

4. 00

4.13

3.82

3.34

13.60

3.34

f-'Y

' 19

2. JO

7 77

2 56

2.37

2 44

2,36

2 32

2 28

? 33

2 68

2 34

2 20

2 22

' 38 

3 45

, n B

* 74

i SB

3 41

3.09

5 lb

5.70

5.61

5.70

2.20

.rr'JE

74

- R9

J5

; 64

 32

2 20

2 4!

2 . b4

2 53

^ 20

1.94

'.^4

' 73

2 21

? 10

< Q6

i 03

1 94

1 09

f -6

6.76

5.51

4.60

7.44

1.93

T LY [ AUG. ~"[ fl' "T.

4 77| 1.74

' HO 1 69

'- 51 63

2. -5

3.16

2 14

~> fi6

1 77

1 .65

2 '10

2. 14

3 PB

1 68

1 62 

1 "'O

1 . 71

i *8

3 71

1 77

1 87

2.65

2.25

2.02 

1.85

4.27

1.62

I b-(

i -13

1.85

1 35

1 :Q

) .67 1.73

1.60

1.82

2.13

2.22

2. n

l.BOj

1.B3

1.85

3 .78 

1.75

3 .73

1 72

3 .73

2 00

1 98

1 S9

3.78

1,77

1,78 

1.78

2.22

1.67

1.72

1.78

1. 86

1.90

?. lo

2.71

2 26

2.05

1.94

) .86

3 75

3.75

2.57

l.oo

1.Q2

3.75

1.72
RED RIVER BASIN

7-3495. Bodcau Bayou near Sarepta, La. Continued

DISCHARGE, r,i CUBIC FEET PER SECOND, HATEP YEAR OCTOBER 196C TU SEPTEMBER 1561

16

21

28 

30

MAX 

HIN

16 

13 

10 

8.1

9.0 

15

60 

63

50

28 

16

14 

19

6.7

6.5 

18

4.0

IUS

286

354

407

39o

396

374

its

871

}72

661

1,110

364

887

887

704

633

605

60S

061

887

______

488

L64

L19

385

L.28J

57

2,33i.

1,°5C

887 

80<)

551

551

MAY

20B

268

344

88

68

64

54 

31

9.5 

6.7

6.7

JUNE

7.2 

t>.l

5.9 

16

13

147

88

23

302 

106

188 

58

5.9

JULY

19 

13 

10

«.0 

7.8

12

116

76

44

954 

1.5CC

L.610 

1,140

7.4

AUG.

005 

418 

224

72 

32

73 

54

35

22 

18

25 

3C

77

66

00 

C"

00 

95 

54

07

07 

04

32

44 

I 1?

18

SEPT,

45

35 

82

91 

88

22

20

22

24 

74

286 

172

106 

82

44 

30

23 

15 

45

106 

116

119 

119

116

130 

140

15

WAT YR 1961: TOTAL 176,967.0

DAY

1

2 

3

5

6

7

9

17

2U 

21

28

31 

Il-TAi.

MAX 

MIN

OCT.

l~^~

U18G 

1.16C

605

*»a

50G

-52

NOV.

488

440

476

.. ____

4i9

.

DEC.

ao^

2.6&0

4, "90

1,820

309

JAN.

1,530

2,oOO

2,040

3.76C

i , c( r

FEt),

3,580

929

844

^~

tt!2

MAR.

2,870

1,200

777

2 'T^

APR.

8<)5 

946

538

. 

30fr

MAY

,360 

,610

,300

208

135

78

L650

JUNE

90

93 

75

38

64

48

35

3C

87 

128

171

 '

30

JULY

75

58 

52

41

23

15 

21

25

24

22 

12

45 

52

23

15

AUGi

20

16

18

17

12

10

14

12 

10

8.5 

1C

20

10

20

24

8.5

SEPT.

15

7,2 

5.5 

5.4

5.2

8.7

8.5 

9.7

6.7 

11

5.9 

6.7

9.9 

6. L

5.2 

5.9

7.4

6.5

15 

12

4.4

4.0 

4.0

17

4.0
RED RIVER BASIN

7-3495. Bodcau Bayou near Sarepta , La.--Continued

DAY

1

2 

3 

4

t

7

6

10

12

13

14

17 

i8 

1*

2U

21

23

44

26

27

28

It 

Jl

MEAN 

MAX 

MIN

} s

10 

2u

4w 

7C

2UB 

239 

276

3Cb

327

349

3bu 

J7L

-

3B3

395

jr-i 

4C7

4*4

444

*19 

431

444

457

m

410 

419

395 

J55 

383

353

333

4U7

4J7 

407

444

444 

457

 

457 

444

457

47J

483 

457

431

4U7

4C7

419 

419

444

483 

t40

^ III

473 

431 

407

3t5

4C7

419

 ,19 

407

41 J 

419

407

te'i

51C 

4 = 6

41=5 

3",5 

3cO

34V

360 

360

3tO

371

3S5

£1

81

2*

) 60

> 15

11 

15

184

e.7

152

54

26

24 

25

24

10

7.6 

5.7

4.6 

4.1

4.6

8.9 

5.0

17 

11 

6.7

8.5 

20 

12 

7.0 

5.5

4.1

5.0

4.4 

4.4 

4.1

4C 

52 

12

4.8

4.

6.

20 

14

17

14

14 

8.7 

6.7

6.3

6.3 

6.5 

6.9 

6.7

4.C

6.5

6. 3

5. -5 

5.4

11 

6.1

25

15 

12

903

2,780 

2,220

i.oac

682 

187

32 

13 

22

40

32

IB 

12 

9.5 

22

*.G

21

15 

13 

12

.2

.1

.5

.8 

.4

.2

.7

.C 

1

1

17

18

16 

10 

6.3

4.6

6.7 

24 

24 

14

14

24 

4.4

15

14 

11

"3.2

8.5 

8.7 

6.3

11

6.3 

6.3

8.0

1 

1 

1

1

1

1

1 

1

C

1

1 

2

2 

2

15 

6.3

UISCHAKGE. I.>1 CUBIC FtET PER SECOND, KATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

6

7 

8

=j 

1C

1 

i

4

5

6 

7

J

1

2

5

8 

Cl

ME N

MIN

12 

12

12

13 

13 

Li

14

11

16

1=)

16

15

14

14

15 

15

14 

13

12

12 

12 

34

18.5

lu

its

2f8

586 

J.57

t>2

22 

3.7

127 

130

133

L4=>

51 

118

257 

75

23 

66 

5u

154

4.3

?6 

22

38

341

596

b44

53o

5 1C

22

5b5

520

490

380

520 

535

442

3U4

50 5

367

380

354

462

411

323

MAX

550

810

810

55U

5EG

52C 

 505

462

?,aoc

3=6

136

246

36

26

5.120 

4.7GO

24

4IN 4.C 

IN .50

3,700

3,100

2,100

1,700

1,400 

1,010

148

84

8.7

8.5

8.5

AC-FT

18

12

8.5 

7.2 

7.0

7.0 

5.7

4.9

5.9

4.9 

4,9

5.9 

7.4

18 

11 

7.4

12 

11

4.9

144,600 

254,500

12

13

13

8.3 

5.9

7.9

9.9 

6.6

5.t 

5.3

2.8 

1.7

1.3 

1.4 

1.3

1.0

.<30 

.90

1.9

i.a

1.0

.70

.50

.50

.50

.50

.50 

.50

1.2

3,6 

4.3

3.7 

7.2

12

14

15 

10

8.5

7.0

5.1 

5.5

5.5

3.6 

1.7

.50

.90 

10

3.3

.60 

4.3 

5.7

3.9

3.3 

2.8

3.0 

4.6

6.2

80

205 

14C 

40

12

16 

9.9

5.9

32 

45

.80
RED RIVER BASIN

7-3495. Bodoau Bayou near Sarepta, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

3

5

7

e

9 

10

12

It

18 

li

22

MEAN 

MAX 

MIN

55

17

Ib

18 

19

19

20

158

235

188

187

228 

281

2*8

254

191

13S

138

155

165

165

170

210

225

292

418

395

401

504

531

465

533

340

350

432 

410

635

939

872

583

636

816

837

816

787

1,600

2,780

2,810

3,840

3,090

1,750 

1,480

1,240

"28

1,020

1,070

1,020

1.010

992

839

787

750

681

818

1,210

1,580

1.910

1.890

1,650

1,200

031

722

276

181

196

84 

82 

92

51

45

28

17

16

14 

15

26

16

53

61

71

55 

85 

84

ZOB

132

43

15

18

ai

12

6.0

52

17

9.5 

7.7

6.4

6.0 

6.6

231 

411 

325

128

5.7

100

61 

18

44

10 

4.6

2.6

8.<3

12

6.5

2.2

3.3 

3.4 

3.2

3.1

3.4 

4.3

5.3

6.4 

11

25

8.7 

5.4

2.2

.6

.7 

.6

.5

.8 

1

1 

1

.

'.' ':

.

':'

2.5

SEPT.

4.9

5.2 

4.3

3.4

4.1 

5.5

6.3 

14

26

13

5.5

4.6 

4.1 

4.4

9.4

74 

51

60

24 

11 

8.3 

7.4 

7.9

3.4
RED RIVER BASIH

Location.--Lat 32M3'20 r , long 93 3 41'15", in NW-fSW-r sec.23, T.SO H. . R.13 W. , near right bank on 

downstream side of bridge on State Highway 162, 2 miles upstream from Little Canev Bayou and 

3 miles east of Benton.

Drainage area. 133 sq mi.

Gage_.--Digital water-stage recorder. Datum of gage is 165.98 ft above meqn sea level, da f um of 1929 

(authority. Corps of Engineers). Prior to July 24, 1964, graphic wa^r-stagp reorder at samp 

site and datum.

Average discharge_. 10 years, 99 F. cfs (72,110 e^re-ft per year).

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet).

Dafe

Jan. 1, 1961 

Apr. 1, .1961

Oct. 2, 1961

timum

Time

1900 

0100

15'"1 "1

Discharge

1,370 

1.370

* 2,910

Gage 

height

10 . 88

12.20

Date

Dec. 18, 1961 

Jan. 16, 1962

Apr. 30, 1963

s abo

Time

1400

 -'400

re base (1

DiS -rge

2,000 

1,470

000 CfE

Gage 

height

^:,i

1] .55

, revised), wat

Date

Apr. 2F, 19P4

er ye

Time

1200

ars 1961-6

Dis-t^rge

* 3, eon

E

Gage 

height

12. SP

tfater year

961

962

963

Date

Oct. 1-', 25-27, llfiri

Many days

do .

Die -harge

0

0

0

Gage heigh^ II Water year

. 1964 L --11'"

ars 1961-65

Date

Many rtny £

ilo.

Discharge

i 1

Gage height

_

-

1955-65: Maximum discharge, 8,350 cfs Apr, 27, 1958 (gage height. 15.18 ft); no flrw f 

long periods each year.

Remarks, Records fair. Since October 1961, flow regulated by 3 flood-control reservoir1 

tion (combined capacity of reservoirs, 1,784 acre-ft).

Revisions.--WSP 1561: Drainage area.

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

2

4

5

6

11

14

15

16 

17

18

21

26

MAX 

MIN

OCT.

-

-

-

-

-

1.21

1.84

2.02

1.90

1 .74

1.63

1.46

1.40

1.35

1.35

1.35

1.33

1.28

1.23

1.19

1.19

1.17

] .29

1.46

1.47

1

NOV.

1 .67

1.55

: .so

1.45

3 .40

1.40

1.45

1.45

1.90

] .98

: .8?

1.66

1.73

3.70

2.89

C.20

1.79

1.81

i .87

1.89

1.85

1.82

3 .77

1.74

1.70

1 .68

1.40

DEC.

1.73 

1.74

1.68

1.73

1.97

4.40

7.30

8.95

9.82

9.90

9.70

9.24

7.35

6.07

4.82

4,40

4.10

3.84

3.64

3.40

3.20

3.06

2.98

2.92

2,98

6.67

9.42

1.68

JAN.

10.88 

10.77

10.00

9.25

8.04

7.30

8.26

8.61

8.57

8.19

7.54

e.85

6.56

6.22

5.07

4.68

4.48

4.32

4.11

3.88

3.98

e.oe

6.44

6.26

5.61

4.93

4.79

3.88

FEB.

4.81 

5.05

5.80

5.31

4.72

5.80

6.88

6.95

6.48

5.65

5.06

4.71

4.23

4.05

4.S2

5.55

 . .62

9.28

9.66

9.52

8.84

7.86

6.81

6.12

5.65

 

4.05

MAE.

5.25

4.66

4.83

5.20

5.30

5.13

4.87

4.38

3.81

3.54

3.85

5.90

5.56

8.04

8.53

8.84

8.77

8.20

7.30

6.19

5.32

4.76

6.10

9.16

10.20

10.65

3.54

APR.

10.79 

10.46

9.1U

7.78

6.50

5.73

5.25

6.08

7.05

7.30

7.50

7.58

6.68

5.62

4.14

3.77

3.51

3.32

3.15

2.93

2.72

2.58

2.64

2.54

2.50

2.38

2.25

2.25

MAY

2.28 

4.05

5.30

3.67

2.97

?.61

2.38

2.22

2.08

1 .98

] .88

1.81

1 .77

1.75

1.66

1.62

1.58

1 .53

1 .52

1.50

1.48

1.46

1.44

1.62

1.60

1.99

2.07

1.44

JUNE

1.86

1.74

1.65

] .60

1.54

1.51

1.68

2.61

2.11

2.02

E.06

: .90

1.91

3.1U

5.56

7.43

7.65

6.10

4.35

3.66

4.50

7.53

9.17

9.70

8.90

5.90

1.51

JTTLY

4.37 

3.75

3.65

3.80

3.55

2.90

2.70

3.50

4.30

4.05

3.21

T.95

".49

8.84

11.12

10. 7U

J 0 . 20

8.92

e.oo

4.65

4.31

4.33

4.55

4.18

3.40

2.95

2.65

2.52

AUG.

2.45

2.23

?.28

?.22

2.10

1.98

1.85

1.88

1.78

1.79

5.65

6.48

7. 7O

6.00

4.55

4.01

3.59

3.26

2.91

2.48

2.20

2.U5

1 .90

1.88

:.7S

SEPT.

1 .74

1.64

1.63

1.59

1.54

1.51

] .55

1.60

2.55

5.31

3.91

2.64

2.41

2.32

1.98

1.86

1.71

1.68

] .66

] ,66

1 .61

1.64

5.31 

1.51
RED RIVER BASIN

7-3498. Cypress Bayou near Benton. La.--Continued

DAILY MEAN GAQE HEIGHT, IN FEET, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

6.58

11.67

11.44

10.96

10.40

9.55

6.91

5.04

4.35

3.92

3.91

3.74

3.46

3.18

2.87

2.64

2.35

2.16

2.09

2.02

1.99

1.96

1.94

1.90

1.87

1.86

1.85

1.83

1.82

T »ri

'

11.67

1.80

NOV.

1.81

1.90

2.29

2.85

3.09

2.90

2.70

2.56

2.40

2.30

2.30

2.46

2.77

3.13

3.10

3.02

2.95

2.84

2.69

2.57

Z.50

4.33

8.62

9.75

10.09

9.72

8.75

7.17

5.65

4.76

10.09

1.81

DEC.

4.32

4.04

3.84

3.66

3.78

5.61

6.85

6.70

7.57

9.86

10.45

10.64

10.62

10.42

10.22

10.34

11.02

11.50

11.35

10.86

10.35

9.65

8.52

7.44

6.55

5.92

5.54

5.25

4.90

4.52

11.50

3.66

JAN.

8.15

9.05

6.88

8.55

8.99

9.45

9.32

8.60

7.55

6.45

_

_

_

_

-

_

10.80

10.41

9.82

8.91

7.98

7.29

9.79

10.60

10.62

0.62

1.26

1 .53

1.12

lo!o2

.

"

FEB.

9.11

8.04

7.22

6.59

6.17

5.81

5.53

5.07

4.88

4.79

4.58

4.32

4.16

4.07

4.05

4.60

5.06

4.92

5.62

5.95

5.65

5.25

5.46

6.92

7.38

7.25

6.78

6.74

 

9.11

4.U5

MAR.

6.78

6.40

5.72

5.24

4.92

4.56

4.20

4.10

4.70

5.70

7.15

7.85

7.69

6.80

5.72

5.35

5.07

4.60

4.25

4.07

4.08

4.15

3.92

3.64

3.68

4.20

4.29

3.85

3.47

4.04

8.44

8.44

3.47

APR.

9.17

9.30

8.43

6.76

5.45

5.36

5.55

5.28

4.72

4.22

3.83

4.08

4.80

4.55

3.76

3.29

3.06

3.14

3.60

3.60

3.27

3.39

3.03

2.64

3. 09

4.11

4.44

5.92

6.66

6.0E

9.3U

2.64

MAY

8.56

10.15

10.40

9.80

8.20

6.35

5.21

4.35

3.60

3.16

2.77

2.54

2 . 39

z'.ZB

2.17

2.10

2.03

1.96

1.H9

1.84

1.77

1.70

1.66

1.62

1.59

I.b6

1.53

1.51

1.53

1.60

1.73

10. 40

1-51

JUNE

1.93

_

2.16

2.15

2.06

2.00

1.85

2.24

2.41

2.O3

1.89

2.45

2.44

2.02

1.83

1.69

1.72

1.77

1.69

1.75

1.64

1.46

1.38

1.36

_

1.36

1 52

2.45

"

JULY

1.66

1.56

1.50

1.44

1.41

1.38

1.36

_

_

-

1.21

1.21

1.20

1.20

1.20

1.19

1.19

1.19

1.18

1.17

1.17

1.17

1.25

1.46

1.48

1.62

2.03

2.47

3.39

2.42

3.39

"

AUG. SEPT.

Note.--Gage height below 1-08 ft (lowest recordable stage) Aug. 17 to Sepr

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1961! TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

_

_

-

-

-

_

-

-

_

-

_

_

_

_

-

_

-

1.64

1.55

.52

.46

.40

.45

.47

.42

.39

.36

.35

.32

.30

_

~

NOV.

.26

.24

.36

.37

.40

.40

.39

.48

.53

.70

.69

.65

.55

.46

.45

.45

.49

.54

.78

.9H

.10

.12

.10

.02

.93

.82

.95

2.14

2.33

2.28

2.33

1.24

DEC.

2.10

1.32

1.80

1.74

1.70

1.70

1.68

1.66

1.64

1.63

1.62

1.60

1.60

1.59

1.58

1.5B

1.62

1.64

1.66

1.66

1.8B

2.45

2. 83

2.50

2.29

2.50

2.54

2.5U

2.46

2. 78

2.83

1.5B

JAN.

2. 48

2.27

2.25

2.45

2.52

2.82

3.20

3.00

2.64

2 .45

E.34

2.25

2.15

2.11

2.04

2. 02

1.94

1.95

2,07

2.09

2.29

2.39

2.28

2.23

-

_

_

_

_

2.01

2.12

3.20

1.94

FEB.

2.35

2.36

2.31

2.31

2.30

2.22

2.15

2.10

2.06

2.04

2.02

2.05

2.09

2. OB

2.06

2.03

2.02

1.99

2.06

2.75

3.07

2.82

2. 48

2.32

2.22

2.19

2.15

2.12

______

______

3.07

1.99

MAR.

2.40

3.64

4.27

3.92

3.24

2.92

2.73

2.54

2.42

2.50

2.80

3.00

3.00

2. 78

2.50

2.40

2.67

3.59

3.75

3.22

2. 88

2.61

2.38

2.25

2.20

2.36

3.09

2.99

2.58

2.39

2.28

4.27

2.EO

APR.

2.18

2.09

2.03

1.98

2.01

2.52

4.45

5.O9

4.17

3.14

2.72

2.47

2.29

2.16

2.04

1.94

1.66

1.B2

1.81

1.81

1.B4

1.86

1.83

1.82

1.82

1.85

2.06

7.78

10.59

11.36

11.36

1.81

MAY

10.87

10.31

9.22

6.86

4.91

4.22

4.30

4.39

3.56

2.97

2.60

2.31

2.11

1.98

1.90

1.83

1.77

1.74

1.67

1.62

1.59

1.55

1.53

1.49

1.46

1.46

1.45

1.58

1.60

1.58

1.71

10.87

1.45

JONE

1.67

1.59

1.50

1.42

1.38

1.35

1.34

1.33

1.33

1.32

1.31

1.31

1.30

1.30

1.29

1.36

1.40

1.35

1.30

1.38

1.39

1.42

1.45

1.60

1.51

1.43

1.36

1.52

1.32

1.32'

1.67

1.29

JULY

.29

'.21

.27

.26

.26

.26

.26

.26

.26

.26

.26

.26

.27

.48

5 y

5 !34

6.33

6.43

3.84

C.32

2.11

2.14

2.04

1.92

2.17

2.70

2.52

2.46

2.17

2.03

6.43

1.26

AUG.

.88

.76

.67

.59

.52

.50

.46

.42

.35

.30

_

_

_

-

_

-

-

-

-

_

_

_

_

-

_

_

_

_

-

1.88

"

SEPT.

Note. Gage he
RED RIVER BASIN

7-3498. Cypress Bayou near Benton, La. Continued 

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAS OCTOBER 1963 TO SEPTEMBER 1Q64

DAY

2 

3 

4

7 

8 

9

12

14 

15

16 

17 

18

19 

20

21 

22 

23 

24 

25

26 

27

28 

29

30

MAX

MOT

OCT.

;

j

-

1.11

2.39

2.40

2.41

2.40 

2.25 

1.98 

1.76 

1.60

1.50 

1.46

1.36 

1.29

2.40

NOV.

1.21

1.17 

1.16

1.14

-

:

1.18

1.30 

2.53 

2.78 

3,00 

2.53

2.29

1.86 

1.79

3.00

DEC.

1.73

1.70 

1.78 

1.80

3.34

3.54 

2.74

2.37 

2.23 

2.15

2.06

2.07 

2.19 

2.28 

2.27 

2. 23

2.25

2.50 

2.40

4.09 

1.68

JAN.

2.13

2.23 

2.56 

3.12

2.75

2.54 

2.46

2.37 

2.35

2.41

2.53

2.45

2.38 

2.33 

2.28 

2.25

2.23

2.15

2.12

3.27

2.10

FEB.

2.13

4.80 

4.55 

3.66

2.56

2.61 

3.05

3.40 

3.57 

3.49

3.14

2.96 

2.72 

2.56

2.46 

2.42

2.40

2.49

4.80 

2.10

MAR.

7.05

5.32 

4.48 

4.59

6.53

4.65 

4.33

4.22 

3.92 

3.50

6.12

6.56 

6.10 

4.80 

4.06 

3.82

3.92

3.57 

3.18

7.05 

2.62

APR.

2.66

7.02 

6.54 

4.93

3.11

3.01 

3.07

2.77 

2.53 

2.4*

2.43

2.37

2.31 

2.53 

7.01 

11.08

2.68

0.89 

0.2=)

12.68 

2.31

MAY

6.84

5.63 

4.33 

3.91

5.78

3.50 

2.96

2.65 

2.55

2.64

2.21

2.14 

2.08 

2.03 

1.97 

1.92

1.90

1.88 

1.85 

1.85

9.30 

1.83

JUNE 

1.77

1.80 

1.78 

1.7

1.5 

1.5 

1.5

1.4

1.3 

1.2

1.2

1.3

1.3

1.2

1.2 

1.2 

1.18 

1.15

1.11

\

1.80

JULY AUG. SEPT.

I

;

-

_

]

1.65 

2.70

2.70

DAILY MEAN GAGE HEIGHT., IN FEET, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2

3 

4 

5

6 

7 

8

9 

10

11 

12

14

15

16 

17 

18 

19

21 

22

24 

25

26 

27 

28 

29 

30

MAX

MIH

OCT.

2.63

2.22 

1.88

1.54

1.46 

1.44

1,36

1.32 

1.29

1.28 

1.34

1.29

1.21

1.09 

1.09

NOV.

-

-

1.08

-

~

_

DEC. 

1.84

2.97

2.06 

2.82

2.10 

2.03 

1.99 

1.98

2.05

1.98

1.86 

1.84

JAN.

2.58

2.47 

2.35 

2.29 2.2"

2.16

3.79

2.23 

1.84

FEB.

2.14

2.ii

8.16 

6.77 

5.68 

5.14

4.22

4.26

MAR.

4.8 

4.3

3.8

3.5 

3.8 

4.3

3.3

2.9

6.3

APR.

5.52

2.81 

2.63 

2.47 

2.36

2.25

2.04

MAY

1.92 

1.89

2.19 

2.30 

3.24 

3.11

2.42

2.31

4.35

JUNE 

2.46

3.48

4.63 

3.35 

2.58 

2.28

2.08

2.22

JULY

1.69

1.30 

1.28 

1.26 

1.24

1.21

1.16

1.30

AUG.

1.20

1.20 

1.19 

1.18 

1.17

1.16

1.16 

1.16

1.14 

1.13

1.13

SEPT.

1.13 

1.13

1.12

1.12

1.12 

1.12 

1.12 

1.12

1.12 

1.22

1.81 

2.00

1.79 

1.68

1.54

1.12
RED RIVER BASIN

7-3498. Cypress Bayou near Benton, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATEP YEAR CCTOBER I960 TO SEPTEMBER 1961

1

2

3

4

5

7 

8

^,

1C

11

12

13

14

15

n

18

20

21

22

23

2t

25

27

28

2 =

30

31

MEAN

MIN

CFSM

IN.

0

y

^

2.8

6,1

9.8

7. C

4.2

2.7

l.C

.40

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 4u

.40

.30

.20

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0

0 

.20

1.0

1.1

2.8

1.40

0

.Cl

.ul

3.c

o.Z

2.5

1.7

1.3

.61,

. ^0

.=J

7.L

a.s

6.5

3.0

t>5

lo

5. 1.

o.3

7.3

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5.1

4.4

4.1

 

S/.lu

.60

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4.9

5.1

4.9

4.1

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97 

268

437

Bio

t,5u

58U

47 J

270

142

112

81

71

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42

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238

506

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21

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1.6

1.8

1,370

1,240

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7CC

47C

262 

351

383

3b3

341

278

226

21^

152

124

57

89

81

73

77

182

194 

152

120

112

114

315

73

2.37

2.73

12

24

58

64

37

64 

47

54

12

58

24

C7

87

81

112

32C

488

567

530

408

314

176 

152

 

 

 

209

73

1.57

1.64

37

27

12

CO

07

32

27

14

93

69

59

71

178

323

4c8

4CB

341

262

188

137

185 

469

820

1,150

1,240

55

2. 04

2.35

1,280

995

7CO

464

346

196 

166

217

290

314

330

330

130

96

63

55

47

38

17

95

224

166

69

27 

20

15

11

8.2

6.1

4.8 

4.2

3.3

2.9

2.0

1.6

1.5

1.3

30 1.2

26

25 

23

20

16

 

16

1.83

2.05

1.0

2.4 

1.3

1.^

.90

.80

.80

.18

.21

.70

.6D

.50

.40

.30

.10 

.1C

1.9

28

11

8.6

9.7 

8.0

16

45

298

514

203

100

67

ice

478 

580

439

193

 

.10

.85

.95

100

71

61

67

73

37 

30

61

98

86

49

39

62

1.890

1,570

82C

458

199

116

98

100

93 

57

39

28

24

24

2.06

2.38

27

22

19

15

17

11 

7.3

4.1

4.3

2.6

2.0

3.0 

2.0

274

322

110

93

65

51

51

37

14 

10

6.5

6.1

5.6

2.0

.42

.48

4.6

3.8

3.2

2.6

2.5

1.7 

1.4

1.7

1.8

2.2

2.8

25

154

41

28

18

12

8.2

5.6

4.3

3.4

2.9 

2.9

2.3

2.6

1.4

.15

.17 

1,180

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3

10

11 

12

14

16 

17

20

21 

22

25

26 

27

iB 

30

MEAN

MIN 

CFSM 

IN.

369

2.24C 

1,940 

1,420

543

139

100

78

78 

71

48

28

3.2

8.4 

7.8

5.9

5.7

5.6

5.2 

5.0 

4.8 

4.6

4.6

2.06

4.8

6.5 

17

35

37

2'J

17

22

42 

39

26

23 

118

76C

sea

427

£82 

172 

121

4.8 

1.U2

86 

76 

67

172

245

1,1 5C

960

925 

1.47C

1.32C 

925

238 

190

13t 

108

67 

4.36

439 

404

522

404

170 

150

30G

1,400 

1.280

439 

346

1,110 

1,150

1,520 

996 

685

150 

5.31

308 

255

191

138

108 

91

78

108 

138

207 

180

326 

308

EEE

78 

1.50

1S3 

152

105

81

183

3C8 

3fc5

272

158 

138

108

88 

78

81

64 

86

54

89 

428

54 

1.16

439 

272

158

155

86

70 

81

105

48 

40 

42

6G 

60

47

41 

81

263 

207

146

27 

1.10

451

87C 

630

239

94

43

31 

24

15

11

9.0 

7.2

5.7 

4.8

3.6 

2.6

1.7 

1.4

1.2

.80 

.90 

1.7 

4.0

124

.80 

.93 

1.07

8.8

12

14

12

9.2

21

11 

7.9

22

6.6 

3.9 

4.4

5.3 

3.9

5.0 

3.2

.40 

.30

.20

.30 

.20 

1.6

7.92

.20 

.06 

.07

3.4

2.0 

1.3 

.70

.40

.20

.10

0

0 

0

0

0 

0 

0

0 

0

0

0

.90

l.l

2.9 

11

23 

52 

21

0.0

4.C9

0 

.03 

.04

""

> 1.0

J

0

0 

0

0 

0

0

0

0

0 

C

0 

0 

0 

0

.45

0 

.003 

.004 

2B

SEPT.

0

0

u

0

0

0

C

C

0

0

0

D 

0 

0

C 

0

0 

0

0

.17

0 

.001

.001

9.9
RED RIVER BASIN

7-3498. Cypress Bayou near Benton. La .--Continued

IN CUBIC FEFT PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

-T2.

3

">

6

7

8

_,

10

11

12

13

14

15

16

17

15

20

21

23

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27

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29

30

> 2.0

3.

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1.

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1.

1.

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31 _____ -

MEAN

MAX 

MIN

CF 

IN.

l.«3

3.2

.yl

.20

.20

.50

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.6

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1

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17

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19

13

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5.9

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4.1'

3.6

3.3

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2.7

1.5

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£.6

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25

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7

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15

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15.5

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es

72

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24

20

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31

38

38

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14

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88

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23

101

141

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29

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7.7

5.9

5.0

5.0

5.5

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11

370

1,010

1,800

126

1,800

1,260

810

524

279

127

86

31

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58

35

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9.7

6.6

4.8

3.6

2.6

1.4

1.0

.80

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,800 rt <- ^t> ' > IN 2.98 AC-FT 2'

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171

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1

2

3

4

5

6

7

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11

12

13

14

15

16

17

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19

20

21

22

23

24

25

26

27

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15

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UN 0

IN 0

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62
RED RIVER BASIN

7-3498. Cypress Bayou near Benton, La.--Continued

DISCHARGE, IN CUBIC FbtT PER SECOND, HATER YEAR OCTOBER 1964 To SEPTEMBER 1?65

i

2

3

4

5

6

7

8

9

10

1

2

3

4

5

6

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5

0

1

2

3

4

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TO AL 

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M1N

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23

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48

no
RED RIVER BASIN

7-3498.68. Red Chute Bayou tributary at Skannel Pond No. 2, near Sligo, La.

Location.--32°25'40", long 93°32'55", in Si sec.25, T.17 H., R.12 W., on A. C. Skannel's plantation, 2i miles southeast of Sligo and 5i miles east of Curtis.

Drainage area. 0.4 sq mi, approximately.

Records available. October 1963 to September 1965.

Gage. Duplex water-stage recorder (rain gage and water stage combination).

Extremes. Maximum outflow and maximum inflow (average for 2|-minute interval), computed from outflow and change in reservoir contents (adjusted for rainfall on reservoir surface during time of 

peak inflow), for water years 1964-65 are contained in the following table:

Water 

year

1964 

1965

Maximum outflow

Date

Apr. 5, 1964 

Mar. 30, 1965

Outflow 

(cfs)

35 

14

Gage height 

(feet)

7.51

7.71

Maximum Inflow

Date

Apr. 5, 1964 

Jan. 22 _, 1965

Inflow 

(cfs)

61 

62

No outflow at times in each year.

1963-65: Maximum outflow, 35 cfs Apr. 5, 1964; maximum gage height, 7.71 ft Mar. 30, 1965; no 

outflow at times in each year. Maximum inflow, 62 cfs (average for 2j-minute interval) Jan. 22, 

1965, computed from outflow and change in reservoir contents, adjusted for rainfall on reservoir 

surface during time of peak inflow.

Remarks.--Records good except those for spillway outflow, which are poor. Records of daily discharge 

are outflow from reservoir, determined from stage-discharge relation of spillway. Pond is formed 

by earth dam; spillway is uncontrolled sodded clay channel of varying width located at left end 

of the dam. Capacity below zero-ft gage height not determined and not included in capacity figures.

UISCHAKtfc, IN CUBIC FEET PfcR SECOND. WATER YEAK OCTUBER 1963 TO SEPTEMBER 1964

1

2

3

It

5

7

8

9

10

11

12

13

1*

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

M6AH

MAX

M1N

<t>

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13.8

5.29

1.58

t Contents, In acre-feet, at end of month. 

* Surface area, In acres, at end of month, 

tt Precipitation, In Inches, during month at rain ge at lake. Total for water year 1963-64, 38.44 Inches.
RED RIVER BASIN

7-3498.68- Red Chute Bayou tributary at Skannel Pond No. 2, near Sligo, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

4

5

6

r

B

9

10

1

2

3

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0

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0

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0

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0

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0

0

0

0

0

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0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

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0

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0

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4.42

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0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

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0

0

0

0

0

0

0

0

0

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24.6 

9.06

4.86

t Contents, In acre-feet, at end of month. * Surfac 

tt Precipitation, In Inches, during month at rain gage at lake, 

total for the water year 1964-65, 32.79 inches.

es, at end of month.

ndar year 1964, 37.09 inehe
RED RIVER BASIN

7-349«.7. Red chute Bayou tributary at Skannel Pond, near Sligo, La.

Location. Lat 32°25'30", long 93°33'05", in Sj seo.25, T.17 N., R.12 W., on A. C. Skannel's 

 plantation, 2-J- miles southeast of Sligo and 5-J- miles east of Curtis, Bossier Parish.

Drainage area. 0.47 sq mi (including pond).

Records available.--February 19S6 to September 1963 (discontinued).

Gage. Duplex water-stage recorder (rain gage and water stage P ombtnation).

Average discharge. 7 years, 0.2V cfs (195 acre-ft per year).

Extremes. Maximum outflow and maximum inflow (average for 2i-minute interval) , computed from outflow and change in reservoir contents, adjusted for rainfall on reservoir surface during time of 

peak inflow, for water years 1961-63 are contained in the following table:

year

1961

1.962

1963

Maxim outflow

Date

June 19, 1961

Dec. 9, 1961

"

Outflow 

(cfs)

36

46

0

Gage height 

(feet)

a 4.82

5.32

-

Maximum inflow

Date

Aug. 17, 1961

DfC. 9, 1961

-

Inflow 

(cfs)

161

102

"

a Occurred Mar. 30, 1961.

No outflow at times in each year.

1956-63: Maximum outflow, 80 cfs Apr. 5, 1956; maximum gage height, 5.32 ft Dec. 9, 1961; no 

outflow at times in each year. Maximum inflow, 316 cfs (average for gj-minute interval) Apr. 5, 

1956, computed from outflow and change in reservoir contents, adjusted for rainfall on reservoir 

surface during time of peak inflow.

Remarks. Records good. Records of daily discharge are outflow from reservoir, determined from 

 stage-discharge relation of spillway. Pond is formed by earth dam; spillway is uncontrolled

sodded clay ohanne] 52 ft wide at its crest, and 102 ft wide at the top. The spillway is located 

at right end of the dam. Capacity below zero-ft gage height not determined and not included in 

capacity figures.

DISCHARGE, IN CUBIC FtET PEK SECOND, WATER YfAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

j

4

5

6

7

8

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1

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0

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19.9

3.48

Contents, in acre-feet, at end of month. t Surface area, in acres, at end of month.

t Precipitation, in inches, during month at rain gage at lalro. Total for calendar year I960, 36.04 inches;

to al for water year 1960-63, 51.58 inches.
RED RIVER BASIN

7-3498.7. Red Chute Bayou tributary at Skannel Pond, near Sligo, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3

4

5

e

7

a

9

10

11

12

13

14

15

16

17

18

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20

21

22

23

24

25

26

27

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30

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0

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0

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0

0

0

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0

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0

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18.2

3.73

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0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

34.1

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1.01

0

0

0

0

0

0

0

0

0

0

0

0

0

0

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0

0

0

0

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0

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23.4

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0

0

0

0

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0

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0

0

0

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0

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0

14.6

15.1

1.22

t Contents, in acre-feet, a 

tt Precipitation, In Inches

end of month.

during month at rain gage

* Surface area, in acres, at end of month, 

at lake. Total for calendar year 1961, 54.61 inches.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

b

7

B

9

10

11

12

13

14

15

16

17

Id

19

20

21

22

23

24

25

26

27

28

29

30

31

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0

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0

0

0

0

0

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0

0

0

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0

0

0

0

0

0

0

^

^

.46

APR.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

0

0

0

0

_

3.74

MAY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1.10

JUNE

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

r o

0

0

0

.92

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

3.52

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1.10

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

0

0

0

0

2.64

CAL YR 1962: TOTAL 81.50 MEAN .22 MAX 6.0 MIN 0 AC-FT 162

t Contents, In acre-feet, at end of month, 

tt Precipitation, in inches, during month

* Surface area, in acres 

it rain gage at lake. Total for water

at end of month.

1.51 inches.
RED RIVER BASIN

7-3500. Loggy Bayou near KTinoek, La.

Location. Lat 32°14 I 10", long 93°25'35", in SE^SE^ sec.31, T.15 (f., R.10 W., near center of span 

on downstream side of bridge on U.S. Highway 71, a quarter of a mile downstream from Flat River, 

2 miles southeast of Ninock, and 6 miles downstream from Lake Bistineau Dam.

Drainage area.--2,628 sq mi.

Records available. October 1948 to December 1960. Annual maximums January 1961 to September 1964. 

January 1961 to September 1965 (daily gage heights only).

, 

6 miles downstream.

Extremes. Maximum and minimum discharges for the water- years 1961-65 are contained in the following table:

year

1961 

1962 

1963 

L964 

1965

Date

Apr. 6 1961 

Dec. 19 1961 

May 6 1963 

May 2 1964 

Feb. 15 1965

Maximum

Discharge (cf8 r

8,040 

17,300 

3;910 

15,300

Gage height 

(feet)

a 32.60 

36.43 

b 25.44 

c 36.12 

d 31.03

Date

Oct. 25, 1960 

Sept. 5, 1962

Aug. 26, 1965

Minimum

Discharge 

(cfs) 6

:

Gage height 

(feet)

13.24 

13.38

d 11.77

a Occurred Apr. 4, 1961, 

b Occurred May 3, 1963. 

c Occurred May 1, 1964. 

d Gage height records only.

1948-65: Maximum gage height, 47.83 ft May 8, 1958; minimum, 9.46 ft Oct. 23-25, 1956. 

1948-64: Maximum discharge, 32,600 cfs May 4, 1958; no fluw at times due to severe backwater 

conditions.

Remarks. Some regulation by Lake Bistineau (usable capacity, 

by Bodcau Bayou Reservoir.

3,000 acre-ft) and of floodflows

DAILY MEAN GAQE HEIGHT, IN FEET, JANUARY TO SEPTEMBER 1961

DAY

1

Z

3

4

5

6

7

a

3

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIH

OCT. NOV. DEC. JAN.

23.57

23.92

25.15

26.23

26.87

26.88

27.27

£8 .03

27.58

26.89

26.26

£5.64

25.44

25.35

24.96

24.48

24.03

23.64

23.37

23.10

22.80

22.39

22.06

22.90

24.55

23.75

23.13

22.62

22.17

21.85

21 . 62

28.03

21.62

FEB.

21.50

21.42

21.42

21.25

21.02

20.80

20.68

20.58

20.30

19.93

19.73

19.70

20.15

20,48

20.48

£0.32

20.10

19.90

19.86

20.85

23.00

24.55

25.67

26.60

27.39

27.41

27.02

26.72

 

27.41

19.70

MAR.

26.23

25,57

24.86

24.30

24.27

24.31

24.22

24.54

24.44

24.30

24.05

23.80

23.79

23.56

23.12

22.94

24.21

25.44

24.98

24.71

24.35

23.90

23.62

23. 4E

23.24

22.86

23.76

24.70

25.52

26.86

28.80

22. 80

APR.

29.72

31.05

32.11

32.54

32.42

32.03

31.46

30.96

30.45

29.68

29.02

28.62

28.47

28.22

27.66

26.94

26.18

25.55

25.00

24.38

23.46

22.88

22.54

22.34

22.18

22.10

21.82

21.55

21.17

20.45

32.54

20.45

MAY

20. E2

20.21

19.69

19.41

19.17

19.08

19.04

19.93

20.38

24.13

25.79

26.03

25.62

25.25

24.66

23.98

23.15

22.16

21.07

19.88

19.02

18.12

17.44

17. OO

16.22

16.65

16.65

16.62

16.67

16.74

16.65

26.03

16.22

JUNE

16.27

15.84

15.59

15.63

15.61

15.28

14.92

14.60

14.41

14.68

15.12

15.58

15.74

15.76

16.75

17.35

17.41

17.84

20.22

24.85

24.67

23.62

21.80

20.32

19.96

20.67

20.54

20.52

20.48

20.42

24.85

14.41

JULY

20.12

19.57

18. S8

18.58

18.22

18.02

17.88

17.73

17.75

17.53

17.10

16.85

16.70

16.80

17.60

18.95

20.30

22.50

25.00

25.95

25.84

25.15

24.27

23.78

23.80

23.95

24.02

24.35

24.83

24.74 

24.00

25,95

16.70

AUG.

22.90

21.. 72

20.65

20.05

19.50

18.95

18.38

17.88

17.45

17.20

16,95

16.72

16.42

16.22

16.16

15.95

15.95

16.15

16.35

16.98

17.25

17.25

17.42

17.09

16.66

16.40

16.18

15.75

15.25

14.85

22.90

14.65

SEPT.

14.46

14.10

13.86

13.75

13.68

13.47

13.35

13.45

13.52

13.52

13.42

13.50

.18.01

18.75

18.15

17.75

17.66

18.25

19.26

19.25

18.66

18.14

17.61

17.10

16.50

15.88

15.32

14.85

14.53

14.24

19.26

13.35
RED RIVER BASIN

7-3500. Loggy Bayou near Nlnock, La.--Continued

DAILY JEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1961 TO SEPTEMBER 196E

DAY

1

2

3

4

5

6

7

8

9 

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30

31

MAX

MIN

OCT.

14.21

16.89

18.88

19. 6O

20.11

20.45

20.56

20.56

20.57

20.45 

20.26

20.12

19.94

19.89

19.60

19.21

18.96

19.10

19.45

19.32

18.75

18.15

17.74

17.46 

17.32

17.29

16.97

16.48 

16.05

15.69

15.34

2O.57

14.21

NOV.

15.16

15.18

15.85

16.11

15.94

16.02

15.66

15.35

15.43

15.90 

16.56

17.57

17.33

17.03

16.95

17.25

17.32

17.06

16.87

16.96

17.20

19.19

22.65

22.29 

22.65

E4.92

26.39

27.08

26 . 74

27.16

15.16

DEC.

26.20

25.87

25.55

25.06

24.66

25.27

25.36

24.90

27.06

31.00

32.20

32.35

32.26

32.42

32.65

34.64

36.12

36.40

36.35

36.18

35.90

35.35

34.55 

33.50

32.15

30.85

29.74 

28 .80

27.92

S7.10

36.40

24.66

JAN.

26.60

26.08

25.70

25.50

25.55

25. 35

25.00

24.72

24.60

24.65 

24.50

24.48

25.16

25.14

27.68

28.20

28.48

28.85

29.00

28.90

28.72

28.44

28.50

29.04

29. 7U

31.39

31.96 

32.63

33.30

33.70

33.70

24.48

FEB.

33.91

33.85

33.55

33.05

32.25

31.31

30.30

29.22

28 . 26

27.45 

26.44

25.55

25.84

25.35

24.56

24.10

23.63

24.30

25.60

25.49

25.40

25.20

24.85

25.40 

25.78

26.45

27.95

29.09

33.91

23.63

MAR.

29.40

29.24

£8.92

28.60

28.42

28.20

27.80

27.48

27.57

27.10 

26.81

26.45

26.30

26.14

25.79

25.24

24.64

24.08

23.64

23.41

23.40

23.40

23.19

22.84

22.95

22.73

22.56 

22.87

23.89

i. .

29.40

22.56

APR.

24.49

23.37

24.01

25.92

26.50

26.47

25.93

25. 3E

24.86

24.44 

24.42

26.60

25.70

24.70

23.60

22.72

22.01

21.66

21.33

21.09

20.96

20.31

20.33

20.47 

20.91

20.70

21.22

23.77 

24 . 54

£4.72

26.60

20.31

MAY

27.83

28.33

28.09

27.45

26.63

26.18

26.03

25.74

25.30

24.80 

24.14

22.34

22.53

21.74

20.94

20.26

19.70

19.30

18.94

18.63

18.27

17.83

17.35

17.00 

16.70

16.48

16.22

15.94 

15.60

is!l3

£8.33

is!l3

JUNE

15.21

15.54

15.47

1S.4U

15.60

16.80

19.60

20.18

19.50

18.74 

18.31

19.26

20.54

21.20

23.05

24.10

E4.05

23.50

23.13

22,57

21.83

21.46

21.42

21.20 

20.86

20.62

20.43

20.49

20 '.66

E4.10

15.21

JULY

20.00

19.24

18.68

18.42

18.58

18.82

18.51

17.70

17.06 

16.77

16.68

16.68

16.66

16.50

16.23

15.94

15. HE

15.85

15.83

15.68

15.43

15.18

14.83

14.44 

14. E8

14.55

15.05

15.18 

15 .£S

15.05

14.80

r 20.00

14.28

AUG.

14.85

15. U4

15.11

15.16

15.14

15.06

15.05

15.43

15.93

15.43

15.05

14.56

14.18

14.20

14.45

14.61

14.64

14.58

14.22

13.75

13.68

13.95 

14.15

14.30

14.30

14.10

13.62 

13.52

14.03

15.93

13.52

SEPT.

14.39

14.42

14.18

13.65

13.52

14.26

15.07

15.37

15.55

16.06

18.71

20.76

20.46

19.30

18.35

17.45

16.76

16. 4U

16.28

16.19

16.14

15. 98

is! 85

16.10

16.32

19.50 

20.05

19.71

2U.76

13.52

DAILY MEAN GAGE HEIOHT, IN FEET, WATER YEAR OCTOBER 196E TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10 

11

12

13

15

16

17

18

19

20

22

23

24

25

26

27

28

29

30 

31

MAX

OCT.

19.28

18.75

18.26

17.95

17.88

17.62

17.95

17.55

16.86

16.36 

16.09

15.94 

15.90

16.03

16.80

19.67

22.10

22.72

22.10

21.33

20.36

19.35

18.77

18.78

18.94

18.72

18.08

17.36

16.80

16.50

22.72

15.90

NOV.

17.32

19.60

20.38

20.23

13.60

19.08

18.56

18.08

17.69

17.55 

17.88

18.18 

18.23

17.73

17.21

16.78

16.40

15.98

15.65

15.60

15.73

15.93

16.08

16.11

15.92

15.81

16.04

16.70

El. 75

21.75

DEC.

24.20

24.36

23.45

22.50

21.86

21.57

21.57

21.78

21.38

20.75 

20.26

19.87 

19.73

19.45

19.26

19.24

19.14

18.94

18.68

18.49

18.24

17.76

17.46

17.25

17.36

17.75

18.10

18.33

18.32

18.14

24.36

JAN.

17.94

17 .77

17.66

17.65

17.74

17.68

17.54

18.00

19.90

20.73

20.74

19.52

18.70

18.45

18.22

18.02

17.89

17.84

17.72

17.59

17.49

17.46

17.35

17.18

16.93

16.65

16.28

16.08

20.74

FEB .

16.33

16.48

16.48

16.35

16.26

16.16

16.00

15.76

15.59

15.46 

15.40

14.95

14.94

15.13

15.30

15.35

15.46

15.17

14.89

14.62

14.44

14.29

14.15

14.04

14.03

14.03

------

16.48

MAR.

14.26

14.79

14.94

15.45

16.90

18.04

18.26

18.10

18.00

18.34 

18.46

18.05

20.37

21.03

21.26

21.17

20.89

20.71

20.46

20.20

20.02

20 . 36

21.44

21.64

20.80

19.70

19.24

19.43

19.43

21.64

APR.

18.88

18.22

17.65

17.24

16.75

17.28

17.05

16.58

16.59

17.12

17.58

17.39 

17.05

16.64

16.38

16.40

16.35

16.36

15.94

15.30

14.85

14.70

14.79

15.00

15.08

15.20

15.90

17.66

18.88

MAY

21 . 6U

24.43

25.30

25.30

24.82

24.28

23.59

22.73

21.93

21.20

19.28

18.94 

18.60

18.20

17.74

17.33

16.93

16.36

15.83

15.54

15.36

15.30

15.34

15.38

15.12

14.80

14.53

14.57

14.75

25.30

JUNE

14.88

15.05

IE. 15

15.14

15.00

14.90

14.65

14.44

14.23

13-. 99

13. 1Z

1.5.96 

14.05

14.05

14.06

13.82

13.46

13.38

13.65

14.15

14.88

15.24

15.12

14.92

14.85

14. "73

14.52

14.43

15.24

JULY

14.18

13.84

13.47

13.46

13.60

13.66

13.68

13.70

13.90

13.90

3.77

3.50 

3.34

4.13

6.64

7.08

7.10

7.22

7.92

8.70

9.24

9.58

9.72

9.42

8.86

8.22

7.45

6.72

6 .23

19.72

AUG.

16.03

15.98

15.78

15.59

15.94

16.32

16.23

15.94

15.54

15.06

14.23 

13.63

-

_

_

_

_

-

_

_

_

-

_

_

_

_

-

"

-

SEPT.

_

_

_

16.26

18.32

18.56

18.38

17.97

17.51

17.02

16.05 

15.76

15 . 65 

15.47

14.76

_

_

-

_

_

_

_

-

_

_

_

_

-

-
RED RIVER BASIN

7-3500. Loggy Bayou near Ninock, La. Continued

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT. NOV.

-

-

-

-

-

_

11.00

10.94

10.95

11.01

11.05

11.02

10.92

10.88

10.86

10.85

10.82

10.78

10.97

11.36

11.55

12.19

12.73

12.47

12.65

12.74

12.56

12.45

12.37

12.24

12.74

DEC.

12.14

12.05

12. 04

11.95

11.81

11.75

11,71

11.52

11.30

11.20

11.28

11.51

12.40

13.33

13.57

13.42

13.20

13.06

13.00

13.06

13.39

13.42

13.48

13.43

13.38

13.29

13.16

13.13

13.31

13.39 

13.35

13.57

11.20

JAN.

13.30

13.28

13.33

13.46

13.29

13.93

13.60

13.30

14.10

13.86

13.39

13.26

13.19

13.18

13.16

13.35

13.72

13.48

13.26

13.10

13.07

13.04

12.99

12.93

12.80

12.83

3.10

3.28

3.25

3.04 

2.79

14.10

12.79

FEB.

12.55

12.42

12.30

12.25

-

_

-

-

_

-

_

_

_

-

-

_

_

_

_

-

_

_

-

_

-

.

_

_

_

 

12.55

MAR.

_

_

-

-

-

_

-

-

_

-

_

_

_

_

-

_

_

_

_

-

_

_

19.45

19.22

19.49

20.18

20.05

19.49

19.14

18.85 

18.39

20.18

APR.

17.91

17.49

17.28

17.13

18.08

20.90

20.22

19.80

21.09

22.75

22.80

21.94

21.11

20.30

19.40

18.66

18.12

17.70

17.29

16.76

16.29

16.00

15.98

17.57

24.90

28.55

31.45

32.96

34.40

35.50

35.50

15.98

MAY

36.05

35.98

35.44

34.40

33.00

31.40

30.00

28.78

27.50

26.20

24.56

23.75

22.92

22.24

22.05

22.50

22.70

22.40

21.85

21.33

20.75

20.04

19.35

18.84

18.50

18.10

17.67

17.25

16.97

16,88 

17.43

36.05

16.88

JUNE

17.04

16.55

16.22

15.98

15.80

15.90

16.05

15.95

15.48

14.91

14.52

14.21

14.10

13.96

13.71

13.48

13.30

13.16

13.20

13.45

13.65

13.72

15.86

17.54

17.38

16.73

16.36

16.30

16.16

15.81

17.54

13.16

JULY

15.20

14.48

13.94

13.55

13.32

13.12

12.94

12.71

12.50

12.40

12.55

12.78

12.84

12.76

12.62

12.62

12.85

13.10

13.20

13.17

13.02

12.71

12.39

12.24

12.24

12.46

12.70

12.84

12.58

12.20

12.15

15.20

12.15

AUG.

12.06

11.95

11.90

11.90

11.84

11.20

11.86

12.44

12.86

13.08

12.98

12.50

12.08

12.16

12.55

13.05

13.50

13.75

13.95

13.20

12.74

12.63

12.60

13.16

12.95

13.15

12.93

12.76

13.09

13.66

14.10

14.10

11.20

SEPT.

14.45

16.70

18.73

18.90

17.72

16.70

15.86

15.19

14.48

13.90

13.56

13.34

13.19

13.12

12.99

12.80

12.83

13.07

13.50

14.04

14.38

14.89

15.83

16.40

16.55

16.24

15.81

17.02

18.62

18.70

18.90

12.80

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

I

2

3

4

5

6

7 

8

9

10

11

12 

13

14

15

16

17

18

19

20

22

23

24

25

26

27

28

E9

30 

31

MAX

MIN

OCT.

19.38

22.80

24.01

23.35

21.62 

19.74

18.24 

17.25

16.65

16.27

16.02

15.87

15. '47

15.24

14.95

14.70

14.42

14.20

13.99

13.58

13.58

13.70

13.82

13.83

13.71

13.50

13.32

13.32

13.40

24.01

13.32

NOV.

13.48

13.44

13.33

13.29

13.33

13.33 

13.06

12.92

12.84

12.70

12.49

12.41

12.59

12.73

12.58

12.35

12.28

12.19

12.71

20.69

23.90

23.98

22.89

21.70

20.69

19.64

18.65

23.98

12.15

DEC.

17.86

17.27

16.88

17.13

17.44

17.34

17.00

16.69

16.85

17.14

17.16

17.14

17.42

18.28

18.92

19.35

18.84

18.30

17.48

17.01

16.58

16.71

16.52

16.18

15.66

15.21

14.88

14.71

19.35

14.71

JAM.

14.55

14.40

14.71

14.80

14.61

14.61 

14.83

15.08

15.80

16.86

18.00

21.11

21.38

21.30

20.64

19.83

19.40

19.25

19.38

21.11

20.54

20.19

19.74

19.56

19.43

19.75

19.89

19.54

21.38

14.40

FEB.

18.94

18.68

18.20

17.95

17.68

17.14 

16.93

17.72

18.83

22.43

27.08

30.80

30.91

30.02

29.45

29.33

29.44

29.46 

29.26

28.80

28.08

27.50

26.83

25.89

25.10

26.12

_ _____

 

30.91

16.93

MAR.

26.89

26.81

26.31

25.72

25.31

25.00 

24.80

24.40

23.98

23.41

23.00

22.51

22.36

22.23

22.05

22.08

21.86

21.59

21.29

21.08

20.83

20.84

20.71

20.64

20.55

20.37

20.39

23.80

24.04

26.89

20.37

APR.

23.43

23.84

24.38

24.76

24.70

24.30 

24.33

24.28

23.77

23.05

22.53

21.38

20.90

20.55

19.85

19.20

18.82

18.39

18.04 

17.71

17.39

17.09

16.80

16.61

16.39

16.02

15.86

15.78

24.76

15.78

MAY

15.75

15.64

15.37

15.00

14.65

14.43

14.28 

14.05

13.75

13.58

14.50

14.68

17.62

20 .28

21.65

22.20

21.86

21.31

21.10

21.00 

20.75

20.16

19.71

19.64

19. 6O

19.35

19.36

19.56

19.70

20.45

22.20

13.58

JUNE

21.55

22.96

22.39

22.84

21.65

20! 05 

19.21

18.59

18.14

17.96

17.84 

17.73

17.44

17.28

17.38

17.38

17.26

17.10

16.86

16 .52 

16.28

16.32

16.56

16.68

16.66

16.54

16.35

16.14

15.99

22.96

15.99

JULY

16.37

16.83

16.86

16.56

15.95

15.37 

15.01 

14.92

14.88

14.77

14.67

14.36

13.43

13.33

13.69

14.11

14.23

14.06

13.76

13.67 

13.97

14.22

14.22

14.11

13.98

13.68

13.53

13.72

14.03

14.19

16.86

13.33

AUG.

14.29

14.28

13.94

13.37

13.15

13.'59 

13.86

13.67

13.15

12.63

12.68 

13.03

13.30

13.38

13.23

12.66

12. U2

11.84

12.10

J.2.t« 

12.90

12.88

12.49

11.96

11.83

12.32

12.68

13.13

13.13

12.93

14.29

11.83

SEPT.

12.35

IE. 13

IE. 11

12.29

12.66

13.00 

12.92 

12.42

12.19

12.54

12.76

12.38 

12 32

12.46

12.39

12.12

12.12

12.49

12.80

12.98

12. bd 

13.42

13.78

13.70

13.93

14.02

15.57

17.90

17.95

17.16

17.95

12.11
RED RIVER BASIN

7-3510. Boggy Bayou near Keithvllle, La.

Location. Lat 32°22'35" , long 93°49'20", In NW^SE^ sec.17, T.16 N., R.14 W., near right bank on 

 downstream side of bridge on U.S. Highway 171, 0.4 mile downstream from Gilmer Bayou, 3 miles 

north of Kelthville, and 5 miles upstream from mouth.

Drainage area. 79 sq mi.

Records available.--December 1938 to September 1965.

Gage. Digital water-stage recorder. Datum of gage is 145.13 ft above mean sea level, datum of 1929 

"^levels by Corps of Engineers). Prior to Sept. 7, 1949, wire-weight gage, Sept. 7, 1949, to 

Jan. 18, 1954, graphic water-stage recorder, Jan. 19 to Apr. 7, 1954, staff gage, and Apr. 8, 

1954, to May 13, 1964,,graphic water-stage recorder at same site and datum.

Average discharge. 26 years (1939-65), 74.9 cfs (54,230 acre-ft per year). 

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (1,400 cfs), water years 1961-65

Date

Dec. 9 I960

Jan. 25 1961

Feb. 21 1961

June 19 1961

Sept. 14 1961

Time

0130

1700

0500

2000

0600

Discharge

3 120

1 400

* 3 400

2 650

2 280

Gage

height

17.29

16.57

17.40

17.10

16.95

Date

Dec. 10, 1961

Dec. 18, 1961

Jan. 27, 1962

Apr. 29, 1963

Time

0930

0030

1100

1000

Discharge

* 2,900

1,610

1,880

* 139

Gage 

height

17.20

16.68

16.79

14.05

Date

Apr. 27, 1964

Mar. 31, 1965

Time

0130

0815

Discharge

* 1,780

* 850

Gage 

height

16.75

16.16

Water year

1961 

1962 

1963

Date

Sept. 10, 11, 1961 

Aug. 9-30, 1962 

Many days

Discharge

0.1 

0 

0

Gage height

a 8.86

Water year

1964 

1965

Date

Many days

Discharge

0 

0

Gage height

1

a Occurred June 12, 1961.

1938-65: Maximum discharge, 14,800 cfs Jan. 5, 1946 (gage height, 20.2 ft, from graph based 

on gage readings), from rating curve extended above 5,200 cfs by velocity-area studies; no flow 

at times in most years.

Maximum stage known, 26.7 ft in 1933, from floodmark.

Remarks.--Records good.

Hevisions (water years). WSP 1211: 1939-45, drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

fw | AT, j NOV.

1 ,2 21

3 | .0 i 6.6

4 , .7

5

6

7

8

9

10

11

12

13

14

15

16

IB

19

21

21

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

HIN

CFSM

AC- FT

.7

.7

.0

.3

.6

.4

.3

.3

.0

.7

.6

.5

.5

,5

.2

.4

.4

.2

.0

.0

.0

.2

a

168

56

11.5

1.0

.15

.17

5.9

 5.2

5.0

4.8

5.0

5.G

4.7

7.2

6.8

5.4

4.8

4. a

5.6

27

12

32

142

80

50

28

19

14

12

14

23

_____

19.9

4.7

.25

.28

21 620

11

8.8

38

232

697

1,870

2.L40

sou

636

432

182

74

34

133

52

40

29

25

21

18

16

15

15

15

165

444

554

287

a.8

3.63

4.18

!61

71

52

44

213

1,010

673

275

106

65

89

175

102

62

36

30

23

19

16

196

1,240

636

260

104

66

58

49

233

16

2.95

3.40

44

265

165

71

52

167

292

144

72

56

45

38

33

30

27

49

52

2.160

692

336

150

73

60

50

43

 

_____

213

27

2.70

2.31

40

30

28

30

42

43

48

49

33

23

21

35

106

63

38

978

501

468

220

82

54

39

31

77

606

501

309

860

200

21

2.53

2.91

*

585

77

52

37

29

23

20

62

60

38

41

42

29

20

14

8.6

7.7

7.1

6.8

6.2

5.4

5.0

5.2

10

8.2

5.2

4.1

_____

48.5

4.1

.61

.68

4.0

39

22

7.6

5.0

4.1

3.5

3.1

2.8

2.6

2.2

2.1

2.0

1.9

1.7

1.5

1.3

1.1

1.1

1.0

1.0

1.0

1.0

.90

.80

.80

.70

.60

4.00

.60

.05

.06

.50

.40

.40

.3C

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.40

30

1,070

586

147

46

24

20

50

62

34

19

13

121

.30

1.53

1.70 

7,180

1C

8.2

8.8

13

a. 6

6.6

5.9

5.6

5.4

5.4

4.8

3.8

3.6

3.8

4.2

a,?

7.0

3.6

3.2

3.2

4.2

5.3

9.0

6.6

5.1

71

40

13

9.55

3.2

.12

.14 

587

7.0

3.2

3.0

2.5

2.1

1.8

1.6

1.1

1.0

.80

.70

1.1

3.7

68

38

18

7.8

1.6

?.o

11

3.1

.90

.50

.50

.60

.80

.90

.90

6.65

.50

.08

.10 

409

SEPT

.80

.70

.60

.50

.40

.30

.20

.20

.10

.10

.30

83=

1,590

440

85

16

11

9.5

8.4

11

9.4

7.2

6.5

6.2

6.2

5.9

104

.10

1.32

1.47 

6,200
RED RIVER BASIN

1

2 

3

5

7

a

10

11

13

14

15

16 

17

15 

20

21 

22 

23 

2* 

25

26 

17 

fU

31

MEAN 

MAX 

«1N 

Cf=SM 

IN. 

AC-FT

13S 

160

3o

lo

11

T.<J 

7.1

5.9 

5.t> 

4.7 

4.1

3.8 

3.6

3.0

3.5 

...2

3.0

2.3 

2.7 

2.7 

2.6 

2.3 

2.3

17. I

1.6 

. t 2

QISCHS

^

4.7

4.^

J.2

17

43

;a

17

it

16

11

e.2

501 

-Ji*

3-:

£1

1?

45.1

2.1

7-3510.

GE, If. CUBIC FEET

u

15 

*57

5sE

271

di5

= 39

sat.

522

iia

l^nB

7 -JO

1,260

032

Jl

44

31

25 

27

2C

21

4J2

2C

1<J 

«.6

52

78

50 

38 

31 

2>

2^ 

2? 

28 

,8 

ItUO

772

iai

116

66

58

4B4 

1,610 

722

96 

64

225 

15

Boggy Bayou near Keithville, La. Continued

PtR SfcCClND, WATfR YEAR OCTOBER l?6l TO SSPTSCBSfi 1O&2

52

38 

34 

32

33

23

22 

21

23

2o 

18 

17 

17 

17

17 

17

1C9

70 

70

70 

64 

78

55. 3 

17

*:2

58 

^8

^2 

Id 

il 

73 

f>3

255

2 C 0

52

45 

35

24

41

23

17

14 

15 

Itl

57.0 

14

157

33 

26

146

156 

65 

47 

33

2<J

?bO 

5-43

56

34 

26

27

18

16

1=>0 

119 

606 

432 

13C

131 

15

904

26C

25 

20 

16 

14 

12

11 

11

9.8 

9.2

8,3 

8.3 

8.C 

7.4

6.5

5.P

3.5

3.2 

2.7 

2.6 

3.1 

3.4 

4.7

75.6 

2.6

.7 

.2

2 

1 

1

.8 

.4

2 

3

1

1

.1 

.9 

.4 

.7

16

.9 

1

1

.8 

.6

.5

.7 

.4 

.6 

.2

8.35 

1.5

497

.9 

.5

.4

.1

.0

.c

.90 

.80 

.30

.8C 

.7C

.6^ 

.40

.40 

.50 

1.0 

.60

.50 

.50

1.0

, C0 

1.0

l.u 

1.2 

1.6 

1.1

.<?0 

1.9 

.40

55

.80 

.50

.30 

.20

.10

.10 

0 

0

0 

0 

0 

0

3

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0 

.10

.80

0

.OC1 

5.2

.50 

.50 

.40 

.3C 

.30

.40 

.7 

.1

.1

.7 

.6 

.7 

.7 

.6

.4 

.5 

.0 

.8 

.1

.70 

.SO 

.40 

.30 

.3C

.50

3.1 

1.9 

1.2

1.44 

.30

.02 

56

2

3

5

6

7

8

9

10

12

14

16

17

lit

19

20

21

22

23

24

25

it

27

2o

29

3C

31

MEAN 

MAX

MIN

IN.

.3

.5

.3

1.0

.60

.7]

.60

.60

.6,

.60

.50

. bC

7.6

4.3

2.C

1.4

1.0

.90

.80

.80

.70

.70

.60

.60

 bi_

.60

1.26 

7.8

.50

.02

.S'_

.to

,50

.50

.5C

.60

. 60

l.u

l.t.

.50

.40

. 5o

,60

l.t

5. a

5. i

7.1

5.7

3. ,

i.e.

l.d

2.1

Ll

19

a. 3

 

!<:.

.<*C

.^4

106

^.6

-.2

1.8

1.7

1.5

1.4

1.3

i.2

1.2

I.I

i.2

1.2

1.5

1.7

1.8

2.0

4.7

12

7.5

a. a

21

13

16

13

25

16

1.1

,ub

JAN.

6.4

5.2

5.9

16

l 1-

1C

6.5

5.1

3.6

2.8

2.3

2.

2.

i-

,.4. 

3.

3.

S2 a

2.

2. 3. ,:

3. 3

3.6

1?

2.3

.07

6.1

5.9

7.3

5.7

4.7

4.2

3.9

3.6

3.4

3.7

3.0

3.2

3.4

11

48

2a

15

9.3

6.6

5.7

5.2

4.7

4.6

 

 

 

48

3.2

.10

MAR.

433'1

11

8.5

6.9

5.5

5.1

4.7

5.4

6.4

5.0

5. -,

2C

16

11

7.9

5.8

4.8

4.3

4.2

4.3

6. 1

5.2

4.2

3.9

3.7

43

3,7

.13

3.2

2.8

2.8

9.0

56

38

16

°.3

4.7

3.2

2.5

2.3

2.2

2.2

2.0

2.0

2.2

2.0

7.4

63

37

12

65

127

6fi

______

127

2,0

.26 

1,110

IN 0

13

8.6

5.4

4.4

3.-3

5.8

4.3

3.1

2.0

1.4

1.5

1.6

1.7

1.7

2.1

1.8

1.8

1.7

1.7

1.7

1.8

2.4

5.1

3.2

15

5.5

4.72 

27

1.4

.07

290

CFSM .

2.5

1.3

.70

,6r

.40

.30

.20

.20

.10

.10

.10

.20

5.9

2.8

1.3

.80

.70

.60

.80

.70

,6C

.30

.30

.40

.8C

 

.91

5.9

.10

.01 

54

06 IN

1.1

.70

.4C

.30

.40

.2D

.20

.10

.1C

.10

.10

.20

.20

.10

c

0

0

0

0

c

0

c

0

c

0

c

.21 

1.4

C

.OC3 

13

.81 (

0

0

0

0

0

0

0

0

0

0

2.3

.80

.30

.10

.10

0

0

0

o

0

0

0

0

0

0

0

.1

2.

.00

I

C-FT 3,'

SFPT.

0

.3

.10

.10

.10

C

0

c

c

0

c

0

c

c

fl

c

c

1.06 

22

0

.Cl 

63

3C
RED RIVER BASIN

7-3510. Boggy Bayou near Keithville, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR dCTQBER 1963 TO SEPTEMBER 1964

1

2

3

4

5

7

a

<;

10

l

i

3

4

5

0

7

S

y

0

1

Z

3

^

5

0

7

a

13

ME N

HA

HIM 

Cf=SM 

LN. 

AC-FT

^

L

u

L

u

u

0

0

0

0

Lj

,_

L

"

jj

0

ij

0

0

u

^

0

L,

0

G

J

0

L

u

u

0

c

0 

0 

0 

u

0

u

<J

0

0

u

0

L

0

t

0

0

0

0

0

5

0

0

0

(J

12

15

13

6.1

2.7

1.7

1. J

1. J

 DC

1.80

15

C

.70

l.c

1.4

1.1

.80

.70

.70

.60

.60

.00

.80

.2

, <t

.5

.2

.3

. 3

 6

.4

.1

1

J

1

.5

.6

.2

.3

.7

.6

3. 7u

29

. 60 

 U5

1.0

.91,

.90

.90

.8C

1.2

1.7

10

46

50

18

6.7

5.2

4.1

3.2

5.7

32

46

25

15

5.0

6.1

4.4

3.4

2.6

2.6

2.4

2.1

2.C

1C.1

50

.80

1.7

1.6

1.6

I. A

20

68

41

19

11

7.1

5.2

4.1

3.4

8.2

20

33

27

16

11

10

7.9

5.7

4.3

3.7

3.6

3.4

4.1

4.4

4.4

12.1

68

1.6

4.4

86

273

140

87

25

18

34

116

72

32

19

44

195

96

37

22

39

275

121

40

24

IB

15

15

14

12

9.2

64.8

278

4.4

6,?

6.1

5 .q

5.8

130

628

255

64

27

17

12

10

S.4

11

°.8

7.6

6.8

6.1

6.1

5.9

5.1

4.4

3.9

14

182

486

1.24C

480

132

127

1,240

3.9

UN 0 

<IN 0

2

1

1

i:

i

.0

.2

.6

.2

.2

.5

.5

.6

.7

. 8

.2

.6

; .3

.8

.5

.1

.0

.7

.7

.4

.3

.2

.1

. 0

5.85

21

1.0

1.7

2.4

2.0

1.4

1.1

.90

.80

.70

.60

.60

.6C

.50

.40

.40

.30

.40

.50

.40

.40

.40

.30

.20

.20

.20

.20

.20

.1C

.40

.50

.64

2.4

.10

.20

.10

.10

.10

0

C

0

0

c

c

0

0

0

0

0

0

0

0

0

c

0

c

0

0

0

0

0

0

0

.016

.20

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

25

30

13

3.5

1.4

.70

.40

.30

.20

.10

.20

.20

2.43

30

0

0

0

C

C

0

0

c

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0 

0 

0

80

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

4

5

b

7

a

y

10

11

2

3

4

5

6

7

d

S

0

i

2

3

4

5

6

7

8

9

0

1

TO AL

ME N

MA

HIN

IN.

AC-FT

0

0

0

0

0

0

0

0

0

0

0

0

u

0

0

0

c

o

0

0

0

0

c

0

"

0

G

u

u

u

"

0

^

K

0

0

c

0

0

0

0

c

f

c

0

"

u

J

c

0

0

c

u

0

0

0

c

c

0

c

0

c

u

0

G

c

 

o

0

0

0

u

&

c

c

c

G

0

0

0

G

0

0

o

0

G

.60

.80

.60

.50

.5C

.40

.40

.30

.50

.60

.60

.bO

.40

.41

.30

.40

.40

.40

8. 60

.28

.80

0

.004

.40

.40

.50

.70

1.5

.5

.6

.2

.2

.5

.3

.3

.9

.5

.i

.1

.0

.90

.90

.90

.80

14

53

46

15

6.6

4.2

3.1

2.6

2.3

2.2

5.62

53

.40

.08

2.1

2.0

2.0

1.9

1.9

1.9

1.9

2.3

4.9

8.5

13C

529

221

65

21

14

26

48

27

15

11

7.8

6.8

22

90

88

76

43

 

 

 

52.5

529

1.9

.69

65

104

58

30

27

25

19

13

9.7

9.2

17

25

17

13

11

8.8

11

61

42

18

11

8.8

7.8

7.6

7.5

7.5

7.3

7.5

35

438

781

61. 4

781

7.3

.90

380

121

61

43

33

28

35

66

46

26

18

13

11

8.8

7.5

6.6

6.0

5.2

4.9

4.4

4.0

3.5

3.2

2.8

2.6

2.6

2.7

2.8

2.9

2.4

 

31.8

380

2.4

.45

2.1

1.8

1.6

1.5

1.3

1.3

1.2

1.1

1.1

1.6

3.5

IS

11

8.5

53

56

64

47

57

75

34

15

7.8

5.5

4.9

4.3

3.3

26

135

97

33

24.9

135

1.1

.36

13

6.6

4.4

3.3

2.5

2.0

1.7

1.7

2.0

1.5

3.7

2.6

11

7.3

3.9

28

24

7.8

2.8

1.6

1.2

.90

.90

1.9

4.2

3.6

3.5

3.9

2.1

1.3

 

154.90

5.16

28

.90

.07

307

.90

.70

.50

.50

.40

.30

.30

.20

.20

.10

.10

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

4.40 

.14

.90

0

.002 

.002

8.7

0

0

0

0

Q

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

13

35

23

7.1

2.7

1.3

.80

.50

.40

 

83.90 

2.80

35

0

.04 

.04

166
RED RIVER BASIM

7-3517. Bayou Ma Bonohasse near Mansfield, La.

Location. La t 32°06'05", long 93°41'45", in HE^ (revised) sec.21, T.13 N., R.13 W., near center 

of span on downstream side of bridge on State Highway 175, 2.5 miles upstream from Little Bayou 

Ha Bonchasse and 4.2 miles north of Mansfield.

Drainage area. 19.5 sq mi.

Records available.--November 1957 to September 1965.

Gage. Water-stage recorder. Datum of gage is 165.78 ft above mean sea level, datum of 1929, 

supplementary adjustment of 1941.

Average discharge. 7 years (1958-65), 12.4 cfs (8,980 acre-ft per year). 

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (600 cfs), water years 1961-65

Date

Dec. 5 1960

Dec. 8 1960

Jan. 7 1961

Jan. 24 1961

Mar. 17 1961

Mar. 28 1961

Time

2130

1930

2130

2000

1900

1000

Discharge

975

1,110

1,360

1,490

* 1,500

1,090

Gage 

height

11.45

11.57

11.77

11.86

11.87

11.55

Date

Mar. 30, 1961

Dec. 9, 1961

Dec. 17, 1961

Mar. 9, 1962

May 1, 1962

Time

2300

1700

1730

0730

0400

Discharge

1,260

1, 330

1,120

610

* Z, 290

Qage 

height

11.69

12.12

11.93

11.20

12.86

Date

Apr. 6, 1963

Apr. 5, 1964

Mar. 30, 1965

Time

-

1930

1730

Discharge

a 140

* 264

* 720

Qage 

height

-

9.44

11.40

Maximum dally.

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Several days 

Aug. 14, 1962 

Aug. 19, 1963

Discharge

o.ao

.20

.20

Qage height

a 2.03 

1.82 

1.75

Water year

1964 

1965

Date

Sept. 15, 1964 

Several days

Discharge

.20 

.20

Qage height

1.67 

b 1.71

a Occurred Sept. 5, 6, 7, B, 1961. 

b Occurred Sept. 7, a, 9, 1965.

1957-65: Maximum gage height, 15.75 ft Sept. 21, 1958 (from floodmarks, discharge not determined); minimum discharge, 0.2 cfs Aug. 31, 1958, Aug. 14, 1962, Aug. 19, 1963, Sept. 15, 

Oct. 6-7, 12-15, Nov. 3, 1964, Sept. 6, 7, 1965; minimum gage height, 1.67 ft Sept. 15, 1964.

Remarks. Records good except those for period of no gage-height record, which are fair.

DISCHARGb, IN CUBIC FEET PEP SECOND, HATbR YEAR CCTOBEP I960 TO SEPTEMBER 1?61

1

2

3

7

8

<,

10

11

It

li

14

15

10

18

1?

21

22

23

24

26

27

a

g

0

L

ME N 

f<A 

MIN

CFSM 

IN.

1.0

.90

.90

 9O

3.3

1.3

1.1

1.1

i.l

UO

.50

l.C

3.7

2.1

1.4

.2

.0

.3

.2

.0

.6

,1

I

 6

.8 

.4

11

.11

.G

 6

.5

.3

.3

.4

1

i

<5

.7

.5

,5

.4

,1

.4

.1

3

6

4

2

.6

2

1

.4

64 

1.3

.47

2.S

2.3

2.2

2.1

160

294

527

270

91

12J

2J

17

17

5o

21

11

S.B

3.2

>2

.5

.1

.C

 u

 i.

22

13

18*

527 

2.1

3.33

21

14

li

9.4

464

648

IC'l

3b

J4

'0

11/3

52

21

17

12

12

lo

J.2

t. 3

6.2

444

54

2«.

21

L7

14 

13

648 

o.2

4.39

12

49

34

17

30

110

36

21

lt>

13

12

11

10

9.2

^. 3

25

14

40

114

65

27

22

17

13

1 =

 

114 

9.2

1.51

14

11

10

11

30

21

7*

17

11

13

5 . t)

31

16

10

9.1

236

5B

129

54

25

17

12

3.9

127

511

9T'

703 

387

9.1

5.53

55

25

18

13

<=.4

8.3

7.6

51

14

11

21

11

B.5

7.5

6.3

5.5

5.4

5.3

5.0

4.7

4.6

4.3

4.1

4.0

3.0

3.9

3.5

3.5

.58

9.4

L3

6.0

4.5

3.9

3. b

3.4

5,3

3.5

J.I

3.C

2. -3

3.4

7.0

3.4

2.8

2.7

2.7

2.5

2.5

2.4

2.3

2.2

2.5

2.0

2.0

2.0 

1.5

1.5

.19

1.5

1.5

1.0

1.0

l.O

.9C

.90

1.2

1.6

.50

.90

.90

.9:

1.5

1.6

8 =

2 =

12

5.7

3.9

2.9

2.7

5.3

3.2

2.4

1.9

1.7

.90

.33

1.7

1.8

5.3

5.5

4.3

14

22

8.2

6.5

fc.C

5.':.

1«

7.5

1C

7. "

7. 1

b.l

5.7

5.5

3.1

4.1

2.7

2.1

1.7

1.5

1.6

1.4

1.4

.34

1.4

1.2

L*2

1.2

1.3

1.2

1.3

L.2

1.1

1.0

1.0

l.C

1.1

2.3

2.5

1.3

1.3

1.2

1.3

3.3

LI

1.8

1.1

1.2

1.1

l.C

1.1 

1.1

1.0

.08

1.1

l.C

1.1

.90

 W

.9f

1.3

.90

1.2

37

2el

2^

t.t

2.1

1.=

1.7

1.6

1.5

1.3

1.3

4.5

4.1

3.1

2.8

12.8 

261

.9C

.66
RED RIVER BASIN

7-3517. Bayou Na BonclMsse near Mansfield, La.--Continued

DISCHARGE, IN CUBIC FEbT PEk SECONOi WATER YEAt- LLTOBER 1561 TG SFPTF1BEP

1

3

4

5

f,

7

a

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

30

MAX

HIM

CFSH

IN.

3.1

2.4

1.9

1.3

1.4

1.5

1.3

1.6

1.5

1.5

1.6

4.2

2.1

1.5

1.5

1.3

1.2

1.2

1.2

1.0

1.0

J.I

1.0

1.0

1.0

.90

1.0

4.6

.90

.09

.10

1.2

.1

.7

.C,

.4

.7

.7

. f

.7

.4

 .7

. 3

1.5

.5

.3

.8

.1

.2

.8

.7

18

10

1

.3

.5

.0

.5

189 

1.2

.73

.82

3,4

3.3

3.3

l;

24

li

7.6

64i

26 3

126

17i

31

217

188

230

78}

25«

42

21

10

13

13

a.o

7.1

6.8

t.i.

0,1

5.5

78t 

3.3

5.21

0.01

5.5

5.3

IS

17

«.6

7.6

f . 4

t.3

7,5

7.5

7.5

7.8

47

21u

3t

15

61

7L^ c

2C

21

45

34

24

120

us

35

15

5.3

1.74

2.00

12

5.6

S.2

7.P

6.8

5.8

6.1

6.4

5.3

5.5

5.3

5.4

5.3

6.4

8.9

6.E

46

36

13

12

13

15

14

8.3

7.6

1^7

114

 

5.3

1.0*3

1.14

60

18

14

10

8.7

H. .

57

382

70

5t

27

18

15

16

14

11

10

10

10

12

9.2

8.3

3.0

8.2

7.b

6.8

6.6

30

6.6

1.64

l.tT

1C

7.3

6. a

11

21

12

8.1

7.1

6.3

40

224

?S

15

10

P.C

7.C

6.fc

6.3

5.5

5.3

4.6

12

66

72

17

61

5b

67

4.8

L.42

1.50

1.03:

25

16

11

6. C

5.0

4.5

4.0

'.5

3.5

3.0

3.0

2.5

2.5

2.3

2.2

2.0

1.9

1.8

1.7

1.6

1.5

1.4

1.3

1.3

1.2

4.0

1.2

2.03

2.35

5,

1.

' 

2.

2. i

1.'

1.

1.

1.

1.

1.

1.

1.

i.:

i.

i.

i.

i.

i.

i.

i.

. 0

i.

u

L.

1.

8.2 

.90

.10

.12

. 2

.1

, ;r

,90

.80

.BC

.ft

.81

.9C

,9u

.80

.8'

.7:

, cr

1.2

.9 r

.»'

.cr

l.L

. 90

.ac

.60

.6v

1.7

1.5

.70

!.=>

.6C

.05

.06

6f

-HJ

- 5?

-4f

*4.:

.3'^

. ^C .3-:

.30

.40

.33

.30

.40

.40

.5C

.50

.55

.40

.40

.3t

.30

.30

15

8.0

4.C

3.3

6.0

15

.30

.o<;

.1C

3.0

].< 

l.r

5.4

2.1

2. e

1.=

3.7

1.=

1.3

l.C

."50

.80

.90

. 9C

.7C

.80

.70

.to

,7f

.60

.6L

.70

2.6

1.9

.se

.«c

5.4

.60

.07

.08

1.20 IN 16.25 AC-CT 16,OOO

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SFPTEMBER 1963

1

3

4

5

6

7

8

S

10

u

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

MEAN

MA* 

M1N

IN.

1.6

.90

.80

.80

.90

.70

.70

,9C

.90

-70

.70

.70

.70

.60

.80

.70

.70

.30

.90

9.1

1.3

1.2

.90

.90

.80

.80

.8C

1.1

1.2

1.18

9.1

.oO

.07

.80

.80

.70

.70

.90

.SO

.60

1.4

.70

.70

.6C

.70

.90

.90

.80

1.1

5.5

2.2

14

17

3.4

1.3

1.0

.90

1.3

1.9

2.8

1.3

1.2

2.26

17

.13

1.1

1.1

1.3

1.3

1.3

1.3

1.5

1.9

1.9

1.9

2.C

2.1

3.4

3.4

3.1

3.2

3.7

3.6

4.2

12

7.5

6.3

17

12

0.1

4.8

4.7

18

7.3

4.65

18 

l.C

.27

3.0

2.9

Z.b

n.6

7.3

4.2

3.1

2.8

2.5

2.5

2.3

2.3

2.3

2.3

2.3

2.5

2.5

2.4

2.5

2.8

3.2

3.C

2.3

2.3

2.7

2.9

2.6

!.B

3.3

3.00

7.3 

2.3

.18

3.4

3.9

3.3

2.8

2.3

2.2

2.1

2.0

2.2

*. 5

8.0

5,7

4.1

2.8

2.3

2.3

11

53

11

6.4

4.2

3.6

3.5

3.0

2.9

2.6

2.9

_ 

- 

5.91

53

2.C

.32

20

.9

.7

.2

.5

.8

.4

.5

.7

.6

.0

.2

,«3

. 3

.0

.1

. j

.0

.8

.6

.4

.4

.5

.4

.6

.6

.4

.4

.4

* **

3.C2

20 

1.4

.18

1.4

1.4

1.4

1.6

140

18

6.1

3.7

2.7

2.3

2.0

1.8

1.8

1.6

1.7

1.4

1.4

1.4

2.1

1.6

1.4

1.4

1.4

1.4

1.4

1.2

1.4

1.3

1.3

6.97

140

1.2

.L

1.2

.1

.1

.0

.2

.2

.8

.2

.0

1.0

90

.90

.80

.80

.80

.80

.80

.80

.70

.80

.80

.70

.60

.60

.6C

.60

11

3.5

1.4

L.35

11

.08

83

.90

. 8C

.70

.70

.70

.70

.60

.60

.50

.50

.50

.50

.50

.50

1.2

3.6

1.2

.90

1.1

1.0

.80

.80

.60

.70

,80

.70

.70

,80

15

1-31

15

.08

7

2.1

.0

.C

5

. 1

.4

.1

.3

.4

1.0

.iJC

1.5

.90

.60

.60

.50

.50

.50

.50

.50

.5'

-4G

.50

.5r

.60

.80

,6C

.60

,6C

7-45

5'

.15

.50

.50

.50

.sn

.90

.60

. 8O

1.0

.70

.80

.50

,40

.40

.40

.40

.30

.40

.30

.3"

.30

.40

.40

,40

.4'J

,30

.30

»*0

.30

.30

.40_

14 f,n

l.C

.03

SFPT

.40

.40

.3C

.40

.4(1

.50

.60

.5C

.40

.40

.90

1.0

1.7

. ec

.60

.90

1.9

1.7

.<)0

.60

.60

.50

.50

.5C

.50

.40

.50

.50

.50

.68

X 3C

.04

Hote. No gage-height reeoi-3 Apr. 6.
RED RIVER BASIN

7-3517. Bayou Na Bonohasse near Mansfield, La.--Continued

&AY

1

J

^

4

5

B

10

11

11

It

15

lo

17

i3

1 =

tO

21

22

23

24

^!5

26

27

3J

TOTAL 

ME4N

MAX

ncr.

.3;

 ^ j

 4 r

.4^

."ft.

.4'

.4L

. J>-

. J

.3'^

.3-

.3^

.4a

.4:

.4C

.4L

.40

 Jil

.4-

.41-

.4-:

.H^

.5i

.4^

11.4i- 

.37

.5U

.3J

N^V.

,b;

. oj

 Lib

.5-

.00

.7J

.SO

.60

.bo

.60

.6..

.7,j

. 7C

. - ^

2.7

2.1

16

3, c

1.2

.RJ

.70

.73

1.3

1.46

16

,5u

OEC.

.rfG

.at

1. j

 ^o

.31-

.7C

.71

1.3

3.5

1.5

1.4

1.0

. ^C

. ^c

. 3i

4. 5

12

*:. 5

l.a

l.a

1.4

1.3

1.2

1.1

1*60

1£

.70

A

JAN.

l.C

1.1

1. C

1.1

1.0

U.5

1.2

1.5

3.1

l.a

1.6

5.7

26

7.5

;.7

2.5

1.8

1.6

1.6

1.5

1.4

1.2

1.2

1.2

L.I

3.25

26

1.3 

.17

FEB.

1.3

1.2

1.2

1.3

11

t.7

1.1

1.4

1.4

1.?

2.7

2.9

3.9

2. ?

2.4

2.1

1.0

1.4

1.4

1.3

1.3

2.C

1.3

1.8

L.6

2.29

11

1.2 

.12

MAP.

1.4

101

24

e.s

6.C

3. !

3.;

27

7.6

4.*

5.5

20

7.6

4.2

3.3

71

26

8.,,

4. £

4. u

3.5

3. 3

10

5.2

3.o

2.7

13.4

1C1

L.H

APR.

2.4

2.2

2 .4

2.4

122

6J

6.4

3.5

3.2

2.<J

6.5

3.6

z.a

2.4

2.7

2 .to

2.4

2.1

l.fi

i.e

2.C

2.5

78

?C

1C

3.2

15.4

122

i.a

MAY

2.5

4.C

3.1

2.5

2.1

l.a

1.6

1.6

1.5

1.6

1.5

1. 1

1.1

l.l

1.1

1.1

1.0

1.2

1.2

1.2

1.3

1.9

1.2

1.2

1.2

2.8

"

L.9G

8.8

1.0

JUNF

2.9

1.7

1.3

1.2

1.2

1.2

1.0

1.0

.90

.BO

.7C

.70

.60

. C

. 0

. 4_

. 0

0

 ("'

. c

. L.

.40

.40

.4^

.8C

2.<3

.30

48

JULY

.4C

.At,

.40

.40

.30

.30

.X

.30

.30

,3C

.30

.30

.3t

.30

.3C

 3C

.40

.33

.40

. 3C

.50

1.2

.40

.50

.50

.40

.39

1.2

.30

24

AUG.

.43

. 5C

,30

* 3C

.1C

.30

.30

.40

.30

.30

1.0

.50

.=0

l.C

1.8

2.7

.70

.50

.40

.40

.40

.30

.40

.40

.40

17.70 

.57

2.7

.30

35

SEPT.

,4f

.3C

.30

.3C

.30

.30

.30

.30

.30

.30

.30

.20

.30

!,2

1.1

.5C

.40

.30

.30

.30

.30

.3C

.30

.6C

2.7

.40

14. 1C 

.47

2.7

.20

2B

CUBIC FEET PER SECOND, WATER YEAR CCTOBER 196* TO SEPTEMBER 1965

3

4

5

6

7

a

9

lO

11

12

13

14

lo

17

ia

19

2t

21

22

24

25

2t

27

2b

29

30

MEAt".

HIM

CFSM 

IN.

.* : 

.4G

.3C

.30

.20

.25

 3'J

.3C

.iJ

. J,

.20

.2C

.2o

.30

.30

.3t/

,3-j

'^

.30

.4J

,3J

.41

.30

 jO

.4^-

 4u

.31

.23

:£

.30

.;c

.30

.40

.50

1.1

.70

.50

.4C

.41!

.5u

.60

.60

.0 =

.00

.70

2.U

3.t

.80

.60

.61-

.i>C

.5f

.80

o. 7

1.7

. oO

.05

.«L

l.C

2.6

1.4

1. 1

.yc

. r^C

. *0

7.5

B. ;

i. ?

l.C

.70

.00

.dL

1.4

1.1

.Vb

.ec

.80

. 8L

.70

.70

.7C

.7u

.60

.60

1.41

.30

.J7

. 'jb

.70

.80

2.0

1.0

.80

.70

. BO

. BO

1.3

1.0

 5-

.8C

.60

.bO

.50

.5£

 52

.60

.70

5.1

1.9

1.2

1..

.;o

 «o

.6C

.80

.8

l.iO

.50

.06

.60

.80

.70

.60

.60

1.0

1.4 i<;

17

186

50

25

1L

1C

15

1C

5.G

3.0

2.C

1.5

30

25

15

10

9.0

_ .

 

16.3

.6,3

.84

1C

5.D

3. u

2.0

1.7

1.6

1.5

1.5

4. C

7,2

4.0

3.6

2.3

1.1

2.4

2. a

i.e

1.4

1.3

1.2

1.4

1.4

1.6

1.4

1.4

17

4<?2

24.2

1.2

1.24

12

1C

7.8

5.8

4.3

4.6

4.2

3.8

3.4

2.5

2.5

2.3

2.1

1.°

l.b

1.8

1.7

1.7

L.6

1.6

1.4

1.4

1.6

2.6

1.4

1.3

1.2

3.82

1.2

.2C

1.2

L.3

1.0

L.I

l.l

1.1

1.0

L.O

9.3

88

6.4

3.1

13

11

317

26

44

17

9.4

6.6

5.1

4.2

3.4

4.0

3.8

5.8

3.5

20.9

1.0

I. 07

2.1

1.9

1.7

1.4

1.4

1.3

1.2

1.2

1.0

1.0

1.0

.90

.80

2.8

1.6

1.1

1.0

.90

.80

.70

1.6

1.1

1.3

L.O

.80

.80

.80

1.25

.70

.06

.60

,6C

.60

.5.J

.50

.60

.50

.50

.50

.50

.60

.50

.60

.70

.70

.60

.50

.60

.60

.6C

.60

.*0

.60

.70

.60

.60

.59

.50

.C3

.70

.60

.70

.80

2.9

l.l

5.0

2.2

1.0

.flO

.60

.50

.60

.5C

.50

.50

.50

.50

.40

.70

1.2

.80

.60

.60

.80

.50

.50

.92

.40

.05

.40

.30

.30

.30

.30

.30

.30

.30

.30

.90

.60

.40

.30

.40

.30

.40

.5C

1.3

.80

1C

1.1

.60

.50

.50

.50

.5C

.5C

1.C7

.30

,05

«AT Yr< 1965: TOTAL £,^05. 30 MEAN 6.34 WAX 492 MIN .20 CFSM .31 IN 4.21 AC-FT 4,370
RED RIVER BASIN

7-3517.8. Bayou Dupont subwatershed No. 2 (Bayou Dupont) near Marthaville, La.

Location. Lat 31°41'50", long 93°25'50", in NW-pKE^ sec.7, T.8 N., R.10 W., near center of dam on

 Bayou Dupont, 3.6 miles southwest of Marthaville and 9.1 mile northeast of Many.

Drainage area. 5.89 sq mi (including pond). 

Records available.--February 1960 to September 1965.

Sage. Duplex water-stage recorder (rain gage and water stage combination). Datum of gage is

 ifl8.32 ft above mean sea level (U.S. Soil Conservation Service bench mark.

Average discharge.--5 years, 3.43 cfs (2,480 acre-ft per year).

Extremes. Maximum outflow and maximum inflow (average for Sj-minute interval), computed from outflow and change In reservoir contents (adjusted for rainfall on reservoir surface during time of 

peak Inflow), for the water years 1961-65 are contained In the following table:

year

1962

1963

1964

1965

Maximum outflow

Date

Dec. 17-23, 1961

Feb. 19, 196S

Mar. 2, 1964

Mar. 30 to Apr. 3, 1965

Outflow 

(cfs)

22

16

19

22

Gage height 

(feet)

b 14.37

7.42

9.74

c 14.06

Maximum inflow

Date

May 1, 1962

Dec. 28, 1962

Mar. 2, 1964

Mar. 30, 1965

Inflow 

(cfs)

1,050

138

488

1,300

a Average for lo-minute interval, 

b Occurred Dec. IB, 1961. 

c Occurred Mar. 31, 1965.

No outflow for many days In each year.

1960-65: Maximum outflow, 25 cfs Jan. 14, 1961 (gage height, 18.22 ft); no outflow at times 

in each year. Maximum inflow, 4,600 cfs (average for 10-minute interval) Jan. 7, 1961, computed 

from outflow and change In reservoir contents, adjusted for rainfall on reservoir surface during 

time of peak inflow.

DISCHARGE, IN CUBIC FbET PER SECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

3

4

5

6

7

e

9

10

LI

12

13

14

15

16

17

18

IS.

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL 

MEAN

MAX

rfIN

<tt>

CAL YR

OCT.

0

Q

0

Q

0

0

0

0

0

G

c

0

0

0

Q

0

0

0

0

0

0

0

Q

0

0

0

0

0

u

0

0

0

0

0

121 

3.12

1960: TO

0

0

0

Q

0

0

0

0

0

0

Q

0

Q

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

0 

0

0

0

198

4.20 

TAL

0

0

0

0

.90

3.5

3.2

7.6

IB

15

L4

9. 1

5.8

4.5

6.6

6.6

5.0

4.0

3.2

2.8

2.0

2.0

1.8

I. 5

1.5

1.5

2.2

4.8

15

18

18

178.10 

5.75

18

0

318

M

18

18

18

18

9.3

5.8

2C

24

24

24

24

24

24

25

25

24

24

24

24

24

24

24

23

23

24

24

24

23

23

23

2J

21.9

25

5.8

1,070

EAK

23

23

23

22

22

22

22

22

22

22

21

21

21

21

21

21

21

22

22

22

22

23

23

22

22

22

22

22

 * 

 

______

21.9

23

21

841

MAX

22

22

21

21

21

21

21

21

21

20

20

20

20

20

19

19

21

22

22

22

22

22

21

21

21

21

21

21

21

21

22

21.0

22

19

813

130

MI

22

22

21

21

21

21

20

20

20

20

20

21

21

21

21

20

20

20

20

19

19

19

19

18

18

18

8.7

4.0

2.0

1.0

______

17.9

22

1.0

54

N

2.0

3.2

2.B

1.8

1.0

.BO

.60

.70

1.2

.80

.60

.30

.20

.30

1.8

.90

.60

.30

.20

0

0

0

0

0

0

.70

2.0

.90

.50

.30

0

.79

3.2

0

53.5

AC-FT 2,

0

0

0

0

0

0

0

0

0

0

0

0

.20

.10

.20

.40

4.5

13

18

18

17

11

3.2

1.8

4.9

18

18

18

18

8.4

_____

5.76

18

0

55

570

3.5

2.2

2.5

1.2

.70

.40

.20

.40

1.5

1.0

.80

.80

.60

.50

.40

.30

.50

.30

.10

0

0

0

0

0

0

0

0

0

0

0

0

.58

3.5

0

52.9

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

50.9

2.64

0

0

0

0

0

0

0

0

0

0

0

6.4

22

22

22

22

22

21

21

21

21

21

20

20

20

20

19

19

19

18

_____

376.4 

12.5

22

0

67.6

7. OB

WAT YR 1961: TOTAL 3,250.40 MEAN 8.91 MAX 25 MIN 0 AC-FT 6,450

t Contents, in acre-feet, at end of month.

* Surface area, in acres, at end of month.

tt Precipitation, in inches, during month at rain gage at reservoir.
754 RED RIVER BASIN

7-3517.8. Bayou Dupoiit 3UDWatc.rshed No 2 (Bayou Dupont) near Marthavllle, La.--Continued

DISCHARGE, JN CUBIC FEET PER SECOND, fciATEP YEAfr OCTOBER 1961 TO SEPTE^'BE^ 1962

1

2

3

4

9

b

7

8

9

10

11

12

13

14

15

lt>

17

18

19

20

21

22

23

24

25

26

27

2b

25

31

TOTAL

MAX

MtN

(*)

(ft)

18

ia

18

14

4.2

.90

.20

0

0

0

0

0

0

0

0

0

0

c

0

0

c

c

c

c

0

0

0

c

0

0

73.30

18

0

51

1 68

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

52.3

3.96

0

0

0

0

0

0

.60

.30

8.5

18

19

20

20

19

19

2U

21

22

22

22

22

22

21

21

21

21

21

20

2(1

20

22

0

92.6

7.20

20

19

19

19

19

19

18

16

18

18

12

4. e.

1.8

3.2

14

10

5.5

7.2

13

!i.t

5.2

4.5

Itj

2C

20

20

20

19

19

19

448.0

"20

1.8

71.2

4.56

9

8

8

8

3

5,0

2,5

1.8

1.2

.90

.70

.50

.10

0

0

0

0

0

.20

. 10

.10

.50

.80

.80

.60

.40

.20

1.5

______

103.90

0

54.2

1.20

6. 6

3.8

2.0

1.2

.50

.30

.10

0

.30

. 80

1.8

1.0

.60

.40

. 6U

.to

. 20

.20

.20

.20

.40

.30

.10

0

0

u

0

0

0

0

22.00

6.6

0

53

.84

MI 

PI

0

0

0

0

0

0

.20

.30

. 10

.10

2.6

9

9

9

8

8

8

3

4.8

2.0

.70

.40

.30

.90

11

6.6

11

19

19

222.00

19

0

72.6

7.56

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tt Precipitatio

re-feet, at end of month, 

in inches during month £ ain gage at res

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Total for calendar year 1901, 60.72 inches^

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13

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t Contents in acre-feet, at end of mouth, * Surface area in acre; it =nd of month

total foi *ater j-tar l,o2-63, 26.21 ir.-f^s.
RED RIVER BASIN 

7-3517.8. Bayou Dupont subwatershed No. 2 (Bayou Dupont) n^ar Marthaville, La.--Ontini:

DISCHAPGtt 1'4 CUBIC FtET PEi- SFCONL, vrfATtf YtAR TCTCBEt- 1963 TC SEPTEMBER 1964

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6.65

t Contents, In acre-feet, at end of month. 

tt Precipitation, in inches, during month 

otal for water year 1964-65, 31.8* inches.

. Total for 

age-height re

, at end of month.

alendar year 1964, 29.86 ir

ord May 12 to Sept. 30.
RED RIVER BASIN 

7-3518.8. Bayou Dupont subwatershed No. 8 (Brushy Creek) near Marthaville, La.

Location . Lat 31°43'30", long 93°21'40", In NW^NElr sec. 35, T.9 N. , R.10 W. , near left end of dam

 on Brushy Creek, 2.1 miles southeast of Marthaville and 2.5 miles upstream from mouth.

Drainage area. 3.49 sq mi (including pond). 

Records available. November 1958 to September 1965.

Gage. Duplex water-stage recorder (rain gage and water stage combination). Datum of gage is 

164.01 ft above mean sea level (U.S. Soil Conservation Service bench mark).

Average discharge. 6 years (1959-65), 2.62 cfs (1,900 acre-ft per year).

Extremes. Maximum outflow and maximum inflow (average for 2j-minute interval), computed from out-

 flow and change in reservoir contents (adjusted for rainfall on reservoir surface during time 

of peak inflow), for the water years 1961-65 are contained in the following table:

year

1961

1962

1963

1964

1965

Max

Date

Jan. 14 1961

Dec. 18 1961

Apr. 7 1963

Mar. 3 1964

Mar. 31 1965

imum outflow

Outflow

(=f 3)

22

21

5.5

8.6

20

Gage height 

(feet)

13.40

10.97

5.35

5.91

10.76

Maximum inflow

Date

Jan. 7, 1961

May 1, 1962

Apr. 6, 1963

Mar. 2, 1964

Mar. 30, 1965

Inflow 

(cfs)

1,300

490

49

693

925

No outflow for many days in each year.

1958-65: Maximum outflow, 22 cfs Jan. 14, 1961 (gage height, 13.40 ft, from floodmarks); no 

outflow for many days in each year. Maximum inflow, 1,300 cfs (average for 2^-minute interval) 

Jan. 7, 1961, computed from outflow and change in reservoir contents, adjusted for rainfall on 

reservoir surface during time of peak inflow.

Remarks. Records good except those for periods of no gage-height record, which are fair. Records of 

daily discharge are outflow from reservoir determined from stage-discharge relation for outlet 

structure. Reservoir is formed by earth dam. Outlet structure is a 2.5-foot square concrete drop 

inlet connected to a 17-inch corrugated metal outlet pipe. Top of drop inlet is at gage height 

11.29 ft. There Is a 2-foot square slide gate which partly covers a 2-foot wide by 2-foot 8-inch 

high opening in right side of outlet structure; bottom of opening is at gage height 2.12 ft. There 

is an 8-inch diameter sluice gate at bottom of drop inlet at gage height -2.21 ft. Emergency 

spillway at gage height 15.49 ft. Reservoir capacity at top of drop inlet, 840 acre-ft. Capacity 

at emergency spillway level, 1,470 acre-ft.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

<t)

<*) 

<tt>

CAL YR

0

0

0

0

0

0

0

a

0

0

0

0

0

0

a

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

215

52.6 

2.88

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.20

.80

.90

1.5

2.5

2.0

1.5

1.0

1.0

1.5

1.2

 

14.10

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2.5

0

249

56.5

1.0

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1.

2.

2.

3.

4,

6.

6.

4.

4.

5.

5-

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4.

4.

4.

4.

3.

2.

1.

1.

1.

1.

1.

3.

7.

9.

11

114.40

3.69

11

.80

415

80.4

12

12

12

11

10

9.6

17

22

22

22

22

22

22

22

22

22

22

22

22

22

21

21

20

20

21

21

21

20

19

16

17

568.6

19. O

22

9.6

671

109

I960.' TOTAL 1,273.60 MEAN 3.48

17

16

 16

16

16

15

15

15

14

14

13

12

12

11

10

10

14

16

17

17

17

17

17

17

17

16

16

16

 

 

 

419

15.0

17

10

558

98.1

MAX 17

5

5

4

4

3

13

12

12

12

11

10

9.9

9.3

8.4

7.2

6.5

13

16

16

16

16

15

15

14

14

13

13

15

15

16

18

407.3

13.1

18

6.5

725

114

MI

18

17

17

16

16

16

15

14

15

15

14

16

16

16

15

14

14

13

12

12

11

9.9

9.3

8.4

7.0

6.0

4.5

3.2

2.1

1.7

______

364.1

12.1

18

1.7

256

57.3

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1.7

1.8

1.8

1.6

1.4

1.2

1.0

1.0

1.2

1.1

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.70

.60

1.5

1.4

1.2

1.0

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.80

.60

.60

.50

.40

.40

1.1

1.8

1.5

1.3

1.1

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33.80

1.09

1.8

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245

56

AC -FT 2,

.80

.60

.60

.50

.40

.30

.30

.20

.20

.20

.20

.20

.40

.50

.40

.40

2.3

7.2

10

12

11

11

9.9

9.0

9.1

13

12

12

11

10

_____

145.70

4.86

13

.20

352

69.9

530

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1.7

1.6

1.4

1.6

1.6

1.5

1.5

76.50

2.47

9.6

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254

57

1.4

1.2

1.0

1.0

1.0

1.0

1.0

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.70

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.30

.30

.30

.30

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.10

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0

0

0

0

0

13.60

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1.4

0

224

53.6

0

0

0

0

0

0

0

0

0

0

0

.50

6.8

10

9.9

9.0

7.8

6.8

5.6

4.0

2.8

2.0

1.6

1.4

1.2

1.0

1.0

1.1

1.0

.80

_____

74.30

2.48

10

0

242

55.8

t Contents, in acre-feet, at end of month.

tt Precipitation, In Inches, during month at rain gage

Mote. Ho gage-height record Jan. 13-15.

* Surface area, in acre at end of month.
RED RIVER BASIN 

7-3518.8. Bayou Dupont subwatershed No. 8 (Brushy Creek) near Marthaville, La.--Continued

LISCHAFfaE, IN CUBIC FEET PER SECONU, WATEf YE4P, DCTPBEP 1961 TO StPTEKBER 1962

1

I

1

4

5

6

7

8

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12

13

14

15

16

18

19

20

21

22

23

24

25

26

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64.3

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7.5

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5.3

5.3

5.4

5.3

4.9

4.7

4.7

4.6

4.6

4.4

4. 1

4.5

5.8

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5.7

4.8

3.5

2.3

1.7

1.5

1.4

1.4

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246

56.1

4.32

.90

.80

.70

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.50

.40

.40

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0

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210

52.1

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0

0

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179

47.4

1.92

total for water year 1961-62, 40.52 Inches. Note. No gage-height record Jan. 17 to Feb 28.

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54.4

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0

0

0

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0

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0

0

0

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0

52

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

50.8

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

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0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

41.9

0

0

0

0

0

0

0

0

0

0

0

0

0

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43 

2.70

LA YR 1962: TCTiL 1,065.53 McAN 2.92 Wax 20 MIN C AC-PT 2,110

Contents, in acre-feet, at end of month. * Surface area, In acres, at end of month, 

t Precipitation, In Inches, during month at rain gage at reservoir. Total for calendar year 1962, 37.57 Inche

total for water year 1962-63, 27.14 inches. Note. No gage-height record June 1-30.
758 RED RIVER BASIN

7-3518, a. Bayou tupont subwatershed Ho. 8 (Br-ubny Cretk) near Martnaville, La. --Continued

-- -,

1 0

2

3

5

6

7

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12

13

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23

24

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43.4

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7.5

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5.9

4.7

3.9

3.5

2.8

2.0

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1.7

1.5

1.4

1.3

1.2

1.6

2.2

1.9

1.7

1.6

1.4

1.4

1.6

1.6

1.5

1.4

1.2 

1.1

97.5

2.82

3.6

0

248 

56.4

3.64

1.0

1.0

.90

.80

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2.5

5.0

7.4

6.8

6.2

5.8

4.5

6.2

7.0

6.4

5.

4.

3.

2.

2-

1.

1.

1.

1.

1.

3.

7.

7.

6.0

5.0

115.90

3.36

7.6

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3.60

4.5

4.0

3.5

3.0

2.5

2.0

1.5

1.0

.80

.70

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.50

.40

.40

.40

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2.0

28.80

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1.1

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0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

6.90

.23

1.1

0 

217

52.8

1.20

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0 

192

49.6

.77

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

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49.1

3.47

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

176

46.9

.98

t Contents, in acre-feet, at end of month. 

tt Precipitation, in inches, during month 

stal for water year 1963-64, 26.40 inches.

* Surface

it rain gage at reserve!: 

Note.--Ho

area, In acres, at end of month. 

-. Total for calendar year 1963, 23.02 inche 

gage-height record Apr. 26 to May 31.

LISCHAfGE, IN CUblC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

*,

5

t

7

b

9

10

11

12

13

14

15

It

17

IB

19

20

21

22

23

24

25

2t

27

28

29

30 

11

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CAN

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0

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0

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165

45.1

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198

50.6 

3.56

0

0

0

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0

0

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0

0

0

0

0

0

0

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0

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0

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0

0 

0

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207

51.8 

1.66

0

0

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1.44

5.6

0

269

58.8

2.9

2.5

2.0

1.8

1.6

1.4

1.2

1.1

1.0

1.0

.90

.90

1.0

1.0

1.0

.90

1.0

1.1

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.80

.80

.70

.70

.70

.60

6.4

8.1

7.5

7.0

15

20

3.02

20

.t>0

270

118

19

18

17

17

16

16

16

15

14

14

14

14

13

13

13

12

12

12

12

10

7.0

5.0

3.5

2.5

i.a

2.2

1.7

1.2

.90

.70

10.5

19

.70

_

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t"AX 8.6 WIN 0

.50

.40

.40

.40

.40

.30

.30

.20

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.10

.10

. 10

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0

0

0

0

0

0

0

. 10

0

0

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.20

.30

.30 

.20

.16

.50

0

232

54.5

.20

.20

.10

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0

0

0

0

0

0

0

0

0

0

.10

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0

0

0

0

0

0

0

0

0

0

0

0

0

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0

212

52.3

AC -FT 474 

AC-PT 850

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

0

0

191

49.6

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

0

0

187

48.8 

3.49

SEPT

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

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1.2 1.1

.90

.80

.70

.60

.60

.50

6.60 

.22

1.2

0

238

55.2 

6.05

t Contents, in 

tt Precipitatio

re-feet, at end of month, 

in inches, during month

* Su 

rain gage at res

at end of month.
RED RIVER BASIN 7i

7-3619. Bayou Dupont near Robeline , La.

Location. Lat 31"42 I 15". long 93°19'38", In see.6, T.& H., R.9 Vl., near left bank on south side 

of left overflow bridge on State Highway 120, three-quarters of a mile downstream from Bayou 

Adois and 1.9 miles nori/h of Robeline.

Drainage area.--35.1 sq ml.

Records available.--February 1957 to September 1965.

Gage.--Water-stage recorder. Datum of gage Is 123.51 ft above mean sea level (levels by U.S. Soil 

Conservation Service).

Average discharge.--8 years, 24.6 cfs (17,810 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (40O cfs), water years 1961-65

Date

an. 1, 1961 

an. 7, 1961 

an. 13, 196

eb. 18, 196 

eb. 21, 1.96 

Mar. 17, 1.96 

Mar. 30, 196

Time

0430 

1600 

233O

0830 

1200 

1800 

1000

Discharge

430 

* 5,300 

690

730 

440 

946

650

Qage 

height

7.00 

10.24 

7.88

8.0? 

7.04 

8.36 

7.80

Date

Apr. 12, 1961 

Sept. 14, 1961

Dec. 18, 1961 

Jan. 24, 1962 

Apr. 12, 1962 

May 1, 1962

Time

133U 

0300

0030 

0100 

1630 

1600

Discharge

512

565

* 900 

650 

462 

830

Gage 

height

7.37 

7.52

8.32 

7.81 

7.14

B.19

Date

Dec. 29, 1962 

Mar. 3, 1964

Mar. 30, 1965

Time

1630 

0430

19 SO

Discharge

* 232

440

* 1,O60

Qage 

height

5.89 

7.04

8.48

Ho flow for many days in each year.

1957-65: Maximum discharge, 5,300 cfs Jan. 7, 1961 (gage height, 10.24 ft); no fluw for many 

days In each year.

Remarks. Records good. Flow regulated by two detention reservoirs (see stations 7-3517.8, 

Revisions (water year) . WSP 1711: 1959.

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DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1=364 TO SEPTEMBER

~

DAY

2

3

4

5

6

7

8

9 

10

11

12

13

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18

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AC-FT 6,120
RFD FTVER BASIN

eaet of Lar-kv. 

Drainage area.--154 sq mi. 

Records available.--June IP 10 to S=-j

Gage. Water-stage reorder. P"tum 

mentary adjustment if 1Q41. P^io

-P gpge is lr>2.65 ft above mean sea level, datum of 1929, suppleto poh fifl , 19-19, wire-wen ght; gage at same site and datum.

Average discharge . --85 years, IfiP rfs (120. 'BOO a^r^-n p^r year).

Extremes . --Maxitn-jins and minimums (dis~hT"j-= in cubl : feet per ppoond, gaee height in feet). 

Annual maximum discharge (*) and peak discharge? above -:ase (l,ooo cfs), water years 1961-65

Date

Feb. 23, 1961 

Mar. 13, 1961

Mar. 31. L961 

Dec. 12, 1961

Time

0500

1800 

0700

Discharge

1.280

* 1,740 

2,380

Gage 

height

7.44

8.57

Pate Tlmp

1

Dec. 18, 1961 2200 

Apr. 12. 1962 1700

May r . 3 9K2 0900 

Apr. 7, 1963 2000

D^barge

2.540 

1 P.80

* ?,360 

* 281

Gage 

height

B.70 

7,83

5. Kg

Tlnte

Apr ?5. J9M

Mar ?1, 196S

Time

= 1,0

1200

Discharge

« 1,120

* 705

Qage 

height

7.20 

6-60

Annual mlnlmim, discharge, water years 19*1-65

Water year Date Discharge dagp height Water year

1961 Oct. 4, 1960 13 2.19 || 

1962 Aug. 20, 1962 11 2 14 || 

1963 Sept. 3, 4, 1963 a 4.9 1.93 ||

1964

Date

Aug 7, 8, 1964

Discharge

3.3

3.9

Sage height

1.66 

1.72

Remarks.--Records poor.

Revisions. WSP 1177: Drainaee area.

Cf SM

IN. 

AC-FT

405

500

388

293

28

.62 .67

6,150
RED KiVER BAdIN 

7-3520 oallne Bayou ne^r JJICKJ , La .--Continued

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17 

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141

227

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180

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68 

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11

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31

37

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17 

17 

16

14 

14

13 

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93 

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SEPT.

42

28

23 

21 

22

26 

25

43 

56

56 

37 

27

20 

11

16 

15

14

18

28 

22 

20

25.7 

56 

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DAY

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7

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12 

13 

14

17

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20

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70 

60

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124 

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12 

8.1

T.7 

13

B.5 

7.9

12

8.1

5.8 

11 

9.2

9.2

7.5

6.8

6.4

5.8

5.5 

5.3 

5.1 

5,5

25, ,4

5.1

.06 

515

5.8 

5.3

4.9 

4.9

21

40

13

10

8.7 

8.1 

7.9

68

78 

34

30 

27 

16

8.9

7.7 

7.5

7.5 

7.5

9.2 

11 

^.8

61^.0

4.9

.15 

It220
764 RED RIVER BASIN

7-3b20. Saline Bayou near Lucky, La,--Continued

rtitGE, IH CUbIC FtET PER jcCCNO, WATEi YEAK CCfGBtR 1963 TO SEPttMBtR 196*

1

3 

4 

5

6

7 

6

1C

11 

12

13

14

15 

16

18 

1-5

22

it

25

21

28 

29

MAX 

HIN 

CFSM 

IN.

MAT V

8.6

8.3 

8.3 

8.3

8.3 

8.3 

S. 3

8.3

8.3 

8.3 

6.3 

6.3

9.6 

11

1C 

10

9.6

0

1

5 

4

15

«.3

1964: n

It 

17

20 

2C 

17

16

16 

16 

16

17 

18

il 

2"

68

40

23

38 

60

16

TAL J.,,5:

27

23

22 

22

25

5b 

9L 

93

41

3D 

27

ss

42 

41

7

: 3

"

S3

2.3 f

38 

49

72

96

85

70 

88

65

108 

82

46

4^ 

41

31 

2? 

26

114

3,, 40 

EAN 53.4

23 

02

85 

70

37

31 

27 

36

62

51 

48

30

27 

36

34 

33 

31

MAX '

281 

173

124

85

KB 

111

13a

114 111

141

80 

7C

65

55 

55

34 »

34 

39

491 

460

127

82 

64 

8t 

105

70

41 

36

IS

61 

778

355 

7o6 

64C

,-,,-ec

IN 4.9

IK 3.3

132 

82

64 

55

35 

30 

25

lo

13 

!2

11

12

19

13

11 

12

CFSM .

CFSM .

40 

27

27 

27

2L

17 

15 

15

14 

14

16 

14

11

12 

11

 5.3 

7.5 

7.5

7.5

.18

l,4i>L

21 IN

35 IN

<=.7

= .3 

1.3

6.9

«.5

B.C. 

7.7

7.6

8. '

B.I

a. 3

6.1

7.8 

8.--

6. 3 

5.3

4.7

5.4 

6.7

5.4 

5.3 

5.1

4. ft

Z.84 I 

4.72 t

4.5

4. ^ 

3.3 

3.7

J.4 

3.3 

3.3

19

27

11 

6.7

12 

12

24

58

11

8.6 

8.5

1:;

3.3

It"

C-FT 23,1 

C-FT 38,1

5.C 

5.-

4.8 

4.8

10

7.1

6.2 6.<"

5.6 

f .0

14

£

11 

?4 

2.

4.e 

. - e

4C

c«y

1

I

6

4

3

t

7

B

It.

12 

la

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17

lit

1,

2C

^l

2t

23

2 4

25

2t

2V

26

2i

3-/

31

MEAN

HIM

CFSM

IN.

AC-FT

OCT.

5

*,

j

3

"

a.c

ti.d

a. 5

3.1

7.5

7.5

7.d

7.7

7.1

C.7

0.-,

7.1

L. ^

6.7

t>. 5

t.5

6.4

6.4

t.8

6. ^

6. - 

7.1

t).2i

b.4

 L5

.1.6

NJV.

d.9

0.5

6.i

fc. 5

6.B

d.l

13

24

li

12 

11

11

11

12

ll

1 t

'34

35

23

17

17

23

2 L

21

b J

7o

45

2u.l

6.2

.13

.15

DEC.

t4

19

1^

27

29

^5

19

17

5(5

141

^5

31

32

b4

64

54

43

4CJ

3-

34

29

^5

22

21

2i.

21

4^.=

It

.27

. 31

JAN.

<-<:

21-

2o

37

35

27

23

<^?

2o

J3 

21

2C

19

18

18

Ifl

16

t,0

13C

108

7t

5?

45

34

28

24 

2?

34.3

Ib

.22

.26

FEB.

21

20

1'

It)

IS

20

2?

37

174

lb~ 

23*

1B2

1C^

3 b

53

76

63

53

4()

40

8d

127

145

154

1^7

__- 

 

^7.1

Ib

.63

. 6 1!

MAP.

IL2

8S

!>3

85

76

65

5c

5J

72

72

72

t =

c ,

60

7b

faLi

54

47

4J

37

tl

4J

-t)

75

o;

h7J

'«! =

3?

 t.'

.71

Aff.

62f.

605

620

491

281

168

136

124

117

85 

72

6?

43

3£

34

3C

26

24

37

32

23

21

IB

19

IS

lh

15

13b

15

.88

.98

MAY

14

13

12

11

1L

1C

i,5

9.1

8.5

23

n

44

27

22

22

22

19

16

14

16

14

13

11

25

7o

7u

= 3

2;. 2

8.5

.15

.17

JUNE

39

2 5

It

12

1C

9.1

8. fl

6.1

3.5

lc 

14

12

12

^.9

8.}

7.2

6.7

h.l

6.1

6.2

6.7

13

21

4i

85

44

12

17.5

6.1

.11

.13

JULY

14

1C

8.3

7.1

6.5

7.'"i

9. i

14

7.1

5.4 

6.5

7.3

IP

1 4

e .^

7.2

6.1

6.7 7. 1;

b. I

5.3

16

1R

%.3

^. '

6.4

l:i

9.T6

5.3

.Of

.C 7

AUG.

5.1

4.^

4.5

4.2

4.2

11

24

43

4C

11

11

17

9.5

7.5

6.5

5.8

5.3

5.2

5. 2

t'.a

27

22

14

9.3

12

2i

14 

i.1

15.2

4.2

.13

.11

S33

SEPT.

7.7

6.7

6.2

5.S

5. ft

^.2

5.1

4.7

11

66 

3 j

8.1

7.1

7.1

7.2

7.4

 3.5

t;^

151

14-

= 9

f 4

35

25

20

: --,

922.1

3;. 7

4.5

.2r

.22

CAL YK 190-.: TLTttL IP,115.3

AC-FT 31,250
RED RIVER BASIN

7-3528. Grand Bayou near Coushatta, La.

Location. Lat 32°02'55", long 93°18'10", in SW^SWij sec.4, T.12 N., R.9 W., near right bank on downstream side of bridge on State Highway 155, half a mile upstream from Carrul Creek and 3.3 miles 

north of Coushatta.

Drainage area. 93.9 sq mi.

Records available.--October 1956 to September 1965.

Gage. Digital water-stage recorder. Datum of gage is 136.26 ft above mean sea level. Prior to 

May 22, 1964, graphic water-stage recorder at same site and datum.

Average discharge.--9 years, 80.5 cfs (58,280 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (500 cfs), water years 1961-65

Date

Jan. 9, 1961

Jan. 26, 1961

Mar. 18, 1961

Mar. 28, 1961

Mar. 31, 1961

Sept. 14, 1961

Time

210O

0300

1900

2EOO

1000

0930

Discharge

806

960

1,390

* 3,770

2,850

1,840

Gage 

height

8.12

8.30

8.70

10.01

9.61

9.03

Date

Dec. 12, 1961

Dec. 17, 1961

Jan. 29, 1962

Mar. 11, 1962

Apr. 13, 1962

Apr. 28, 1962

Time

1300

2000

0700

0800

0100

0100

Discharge

3,290

* 4,400

511

645

2,640

741

Gage 

height

9.78

10.26

7.58

7.87

9.48

8.03

Date

May 1, 1962

Apr. 7, 1963

Apr. £9, 1364

Apr. 1, 1965

Time

0900

2200

0600

1230

Discharge

2.450

* 191

* 502

* 1,030

Gage 

height

9.41

5.50

7.56

8.37

al minimum dlsehar

Water year

1961

1962

1963

Date

Many days

do .

do.

Discharge

0

0

0

Qage height II Water year

a 0.53 1964

b .50 1965

c .39

Date

Many days

do.

Discharge

0

Gage height

-

-

a Occurred Oct. 1, 1960. 

b Occurred Aug. 20, 1962. 

c Occurred Sept. 2-5, 1963.

1956-65: Maximum discharge, 7,920 cfs Sept. 21, 1958 (gage height, 11.47 ft), from rating 

curve extended above 3,"00 cfs on basis of velocity-area study; no flow at times in each year.

Remarks.--Records fair.

DAY

1

3

4

5

9

lu

11

12

13

14

15

le

17

16

ZC

21

22

i6

24

25

Zt

27

£a

MEAN 

MAX 

MIN

IN.

CCT.

0

,

.1-

.tJ

.1U

.1-

.10

.!<

c

y

^

.1 J

.Hi

^

.10

.lu

L

0

t.

.10 .It1

.1C.

.10

.10

.63

.10

0

NOV.

.10

.1C

.U

.11

.10

.20

.7^

.it.

.<:0

.20

.1C

»2u

.ii

.70

 iO

.50

.50

.71*

1.7

7.6

12

12

13

il

8.4

4.4

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JEC.

J.4

l.fl

i.3

^.2

H

7b"

20J

273

2BJ.

273

19,

6

"

,

 ^

8

*

24

20

18

Ib

15

14

13

15

IOJ

i.3

JAN.

20 C'

3C .

? >!

215

94

5e

552

755

727

tlO

400

to 7

20?

231

215

17-i

he

54

50

 44

33

137

1.C1G

1,28C

9u6

090

207

38

FE».

S2

80

II 3

142

111

v;

171

156

1C3

B2

64

52

4b

40

40

°4

247

455

5^2

678

660

6C1

451

273

167

156

 

40

MA..

L7b

l^o

ll''

7y

- -

'15

202

3^ ^

2Sb

175

;?

74

?6

1C3

 -*

375

1, to

 =1

;c

t5

335

175

88

t*

212

2,450

1,240

64

APR. MAY

1,3-C

741

496

2">5

l r C

^

41

72

175

14."

l?5

2C3

13J

84

54

37

2b

18

,5

IT

11

Iv.

8.8

3 1

6 6

5 1

ft 0

4.0

4,7

7.-

141'

io

11

5. 1

3.6

2.8

1.9

1.7

1.3

1.2

l.S

6.3

=3

72

13

8.

5.

*,.

2.

"

2.

1.

3-

2.

1.1

JUNE

.* .

 *>i.

.ft j

, 4^

.40

.4,

.40

.4'-

.V

.^'J

9.6

! !

10

30

SI

247

191

lit

5«

27

17

17

ftl

54

18

.30

CFSM 1.40 IN

JUt Y

I'

"3.4

4. S

3. 1

'.7

1.7

2.7

2.°

"^ . 5

.? 

^ . ^

4.5

H.I

3.5

1.7

1.1

1.1

.b-

.5"

i.e.

1.5

12

.5'

18.9H

AUG.

 Sn

^C

£5

16

13

6.

1.

I.

11

273

1P5

7?

187

34

13

12

?C3

37?

?PB

58

26

15

6.4

.73

SEPT.

3. "5

^,1

2.4 1. -

1.6

2.1

1.1

,7C

.6r

.41

 . c

47?

1.45C

1,16"

741

3J7

111

25

16

12

c . n

7.

f '

4.

ft.

3.

2.C

4.47C.4C

.40
RED RIVER BASIN

7-3528. GrPnd Bayou near Cousbstta. La. Continued

DISCHARGE. IN CUBIC FEET PER SECDNU. WATER YEAR OCTOBER 1561 TO SEPTEMBER

1

2

4 

5

t

7 

8

10

13 

14

16

19 

20

21

22

24 

25

26

28 

29 

30

TOTAL

MIN 

CFSM 

IN.

.7 

.5

,9 

.0

.7

.8

.a

.6 

.1

.60

.30 

.30

.20 

.20

.30

.30 

 40 

.60

58.00

.20 

.02 

.C2

1.0 

1.1

3.0 

7.9

8.1

10

11

36 

54

78

31

24 

46

273 

247

231

76 

47 

37

1,-<17.8

1.0 

.76

28

22

29

37C

2.64C

1,180

1,420

160

635 

3S5

102 

8u

68

56 

50 

44

22 

8.73 

10.1

40

41 

174

92

58

68

338

3?5

282

1<)5

215 

223

484 

498 

391

38 

2,25 

2.60

60

54

36

33

22

32

345

282 

171

187 

239

179

10ft

22 

1.07 

1.11

191

C 8

42

556

142

86

4Q

41 

48

33 

24

20 

17 

14

14

1.55 

1.78

164

46 

29

98

42

1 , 0 7C 

1.070

30C

31

27

23

24 

27*

443

f.45 

5<>6 

418

19 

3.36 

3.75

I -750

606 

282

41 

29

18

11 

9.2

7.6 

7.4

5,5

4.7 

4.0

2.8 

?,4

2.2

1.6 

1.5 

1.4

1.4 

1.97 

2.27

.04

20 

17

12 

22

26

13 

14

18 

12

2.

1. 

1.

7. 

9.8 

 ?. 8

1.3 

.17 

.19

45

92

25

12

7.P 

5.5

3.1 

2.3

1.4

1.0

.sr 

.50

. 1Q

.50 

4. "5

?.8 

4.5

4.C

2.3

2.0 

1.6

.13 

.15

.3r 

.1C

,ir

0 

0

0

3

0 

0

0

0 

.10

0 

0

0

0 

.3C 

.20

1,0 

0 

.001 

.001

'. f

c

. c

. c 

1.

2. 

1.

. C

. 0

0

e 

c

0 

0

.10

0 

0 

0

8.0

.005 

. u06

WAT YR 1962: TOTAL 57,340.30

1

2

3

4

5

6

7

8

9

10

1

2

3

.4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

0

TO AL

ME. N

MA

MIN

CFSM 

IN. 

AC-FT

0

0

O

0

^

0

0

0

0

0

0

c

u

0

0

0

o

0

0

0

0

0

0

0

s

0

0

0

0

0

0

0

0

0

0 

0 

0

0

0

0

0

0

0

0

.10

0

0

.10

.10

.10

.10

.10

.10

.40

.30

-20

.70

.40

. lu

.10

.10 1.1

3.8

2.6

1.7

1.3

1.2

14. 7C

.49

3.8

C

.005

.2

.3

.5

.0

.6

.3

.0

.90

.7C

.70

.60

-50

.50

.50

.5C

.40

.4C

.40

.30

.20

.40

.20

.21.

1.7

2.4

5.8

6.8

8.6

6.2

8.4

 iB.OC

2.19

8.8

.20

.02

8.4

6.8

5.5

4.7

4.2

3.3

4.7

6.0

6.6

6.0

5.1

4.0

3.1

2.6

2.2

1.7

1.5

1.4

1.4

1.5

1.4

1.4

1.7

1.7

t.7

1.7

1.7

1.6

1.7

1.7

°S.P

3.19

8.4

1.4

.03

2.2

2.8

3.1

3.3

3.5

3.5

3.3

2.8

2.6

2.4

2.4

2.4

2.6

2.9

7.4

9.8

6.8

7.0

10

44

48

46

26

14

3.6

6.4

5.3

4.5

_ 

- 

283.6

10.1

48

2.2

.11

5.8

30

41

34

23

14

11

7.8

6.G

4-9

4.9

7.6

26

17

= .6

6.0

5.1

4.7

4.2

3.3

2.8

2.6

2.0

1.7

1-5

J.2

1.0

.90

.90

.80

282.00

3.10

41

.70

.10

.60

.50

.50

.50

.50

1

15

17

12

6

3

2

1

.4

.8

.9

.8

' .1

. 8

.6

.2

..7

,7

.7

-3

.0

.0

.0

.2

.4

'45. 20

21.5

175

.50

.23

WAT YR 1963: TOTAL 1,445. CO MEAN 3.96 MAX 175 MIN 0

2.2

1.7

2.0

1.6

1 3

1.0

.70

.50

.40

.30

.20

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

-20

0

D

12. Z

, 3

2.

.GC

0

0

0

0

0

0

0

^

0

0

0

0

0

0

0

.10

.20

0

0

0

.30

.20

.10

.in

.20

.20

.10

.10

.10

.10

1.8C

.060

.30

0

.OOC6

CFSM .88 IN 

CFSM .04 IN

.10

.10

.1C

.10

.20

C

0

c

.20

.10

n

.70

.30

.13

0

0

0

0

0

0

0

0

.10

.20

.70

.5n

1.5

.bO

.10

.10

5.70

.18

1.5

0

.CC2

0

0

0

0

0

3

0

0

0

.10

3

0

0

J

0

0

0

0

0

0

0

0

0

a

0

o

0

0

0

0

0.10

,003

.1C

0

0

.57 6C-FT 2,

SEPT.

0

c

0

c

2.P

. 0

7. )

6.

1.

. 0

. 0

. 0

p

. c

. 0

. 0

. 0

I.

4.

2.

1.

1.

1.

. 0

. 0

. 0

. 0

. c

0

0

32.70

1.09

7.0

0

.Cl

.01

70
RED RIVER BASIN

7-3528. Grand Bayou near Coushatta, La.--Continued

HARGE, IN CUBIC F£FT PER iECLlNO. kATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3

^

*

,.

7

-

11

lw

li

14

15

16

U

21

f_£

23

J<t

25

2b

27

30

MEAN

,MIN

IN. 

4C-FT

t

L

 -

^

^

3

u

-

^

0

Jj

J

-

,,

> 

'

.1-lJ

 >

,-

J

0

.It

c

.J .1:-

. 20

3 ,

.3C

,*tO

.40

.50

.5.)

. 7u

.50

l.t

.55

.50

.5.-

.50

.50

.7L

.bC

.3e

23

t *2

2.'

2.2

1.'

1.7

l.t

1. b

l.f

1.4

1.5

1.5

1.5

7.>,

15

Li

4.= 

5.3

5.3

11

25

22

It

1J

d.2

0.4

6.40

1.2

354

H.9

4.f>

i. -5

2.o

2. i

^.6

7.5

51

81

21

17

14

19

21

17

7b

36

2<.

14

li

v.l

7.7

h.O

5.3

4.5

28.2

2.3

1.74C

3.4

3.1

2.8

2.4

3.1

3.8

21

31

23

13

7.2

6.1

5.1

7.4

18

24

19

14

10

8.2

6.9

6.2

a. 4

7.9

 

14.0

2.4

806

7.5

116

2°1

345

310

183

64

35

31

153

124

66

35

45

50

140

100

an

56

30

25

35

31

16

13

39.7

7.5

1.10

<3.2

£.C

7.4

6.9

104

370

463

358

191

26

19

4O

86

71

36

9.9

7.9

6.2

5 .0

4.3

4.3

139

373

484

345

125

4.3

7i430

UN 0 

UN 0

16

4

5

2

1

1

1

.S

.9

.8

.4

: .0

.A

.7

.4

.2

.7 

.4

1.1

.90

.80

.BO

.5C

.30

.10

.90

.70

12.1

.1C

744

CFSM

70

98

64

24

11

6.6

4.5

4.1

3.8

2.6

2.1

1.6

1.4

1.1

1.3

1.5

.70

.40

.20

.10

0

c

0

0

0

0

0

10. L

0

601

C5 IN

0

0

0

0

-

0

0

c

c

0

0

0

c

0

0 

0

0

0

0

0

.10

.20

.10

c

0

c

0

.013

0

.8

.62 t

0

0

0

0

0

0

0

0

.20

0

0

0

0

0

.10 

0

0 

0

0

0

0

0

0

0

0

0

0

.023

0

L.4

OFT 3,

SEPT.

0

0

c

c

c

c

c

c

c

0

0

c

c

c

c

.60

c

D

C

0

0

C

c

0

.10

.10

.20

.040

0

2.4

20

DISCHARGE. IN CUBIC FEET PER SECOND, WATER ¥EAft OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

4

5

o

7

H

-

10

11

ir

13

14

15

lt

17

id

is

20

2t

22

23

24

25

2o

27

2S

2,

30

31

MEAN 

MAX

MIN

CFSM

IN.

.2J

.30

.3u

.2^

.!«

.2j

0

u

.10

,lj

.10

 iu

.3«

.4 J

.3*

. JL'

. 2u

.2 .

.20

.2L

. t-L

.^u

.2v

 2'

.3j

.20

.2u

.ID

.1,

.1;

0

 Uu.:

.Ou2

0

y

o

c

« 

.u

. 40

.1C

0

< 

Q

,3

^

u

U

£

'j

.73

.4'^

 i^

.ll.

.20

.3*.

. Jj

.3C

. 5^

.80

.4^

.20

______

. 17

,8C.

j

. i)._2

. -.2

. 20

. JC

.80

. 50

. LO

0

U

0

.10

1.9

.--c

. 20

.3C

2. 6

3. 5

3.b

3.>«

2.3

2.1

i.9

1.8

l.v

l.b

1.6

1.5

1.3

1.7

1.5

l.t

1.1

1.4

3>

. J

1.2

1 .0

1.2

1.2

1.0

. Q 0

.90

1.3

1.3

1.3

1.3

1.1

1.0

1.4

1.5

1.4

1.3

L.O

L.I

U2

1.2

1.9

2.2

l.b

3.0

3.1

3.1

3.2

2.B

2.5

2.2

3.2

.90

.02

.02

FEB.

2.0

1.8

1.6

1.5

1.3

1.3

1.3

1.4

2.b

11

64

193

147

b5

31

17

17

35

33

22

15

11

7.7

'7

114

124

n

50

 

 

_____

183

1.3

.41

.43

7

9

8

9

6

2

0

8.2

6.6

6.2

7.2

13

16

16

13

IV

3.4

13

41

30

16

10

6.3

5.4

4.7

4.6

4.8

6.5

9.5

307

722

722

4.6

.48

.56

592

774

592

38C

163

70

47

34

28

28

26

17

12

8.3

6.2

4.2

3.2

2.6

2.1

1.4

1.4

1.2

1.1

.80

.80

.60

.60

.50

.50

.40

_____

'92

.40

1.L4

1.27

.40

.30

.30

.30

.20

.20

.2C

.20

.20

.10

.40

.50

.40

.70

4.1

1

2

1

2

3

2

1

.6

.4

.2

.6

.4

.6

.6

.9

.5

39

.10

.07

.08

7.7

5.3

2.6

1.5

1.0

.70

.50

.40

.30

.20

.20

.20

.20

.20

.10

.20

.20

.20

.10

.10

0

0

0

.10

.20

.10

3.3

12

8.4

4.3

_____

12

0

.02

.02

2.4

l.b

.80

.40

.20

.20

.20

.10

.10

.10

0

0

0

0

0

.10

.10

.10

0

o

0

0

0

0

.10

.10

0

.10

.10

0

0

2.4

0

.002

.303

AUG.

0

0

0

0

0

0

0

.20

.20

.10

0

0

0

.10

0

0

0

0

0

0

0

0

.20

.20

.10

0

0

.60

2.3

5.6

2.5

5.6

0

.004

.005

SEPT.

1.2

.60

.30

.20

.10

.10

.10

C

c

1.2

3.3

16

9.4

4.5

2.6

3.5

5.0

7.2

6.8

6.8

7.1

113

335

339

255

84

19

8.4

5.4

4.2

_____

1,239.00

339

0

.44

.49
RED RIVER BASIB

7-3530. Saline Bayou near Clarence, La.

from mouth. 

Drainage area. 1,386 sq ml. 

riecords available. October 1949 to September 1965.

Gags. .Digital water-stage recorder. Datum of gage is 72.75 ft above mean sea level (levels by

Louisiana Department of Public Works). Prior to Nov. 2, 1954, wire-weight gage and Nov. 2, 1954, 

to Jan. 12, 1965, graphic water-stage recorder, at same site and datum. Auxiliary digital waterstage rdcorder 5.3 miles downstream. Datum of auxiliary gage is 72.97 ft above mean sea level. 

Prior to Nov. 3, 1954, wire-weight gage and Hov. 3, 1954, to Jan. 12, 1965, graphic water-stage 

recorder, at same site and datum.

Average discharge. 16 years, 1,259 cfs (911,500 acre-ft per year).

Ejrtremes. --Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1963

1964

1965

Maximum

Date

Apr. 1, 1961

Dec. 26, 1961

Mar. 14, 1963

May 3, 1964

Apr. 4, 1965

Discharge 

(cfs)

7,230

9,100

811

3,250

3,990

Gage height 

(feet)

a 28.76

b 30.32

c 13.83

e 24.40

f 21.58

Daily reverse 

flow (cfs)

0

-

-

0

g 382

Date

Oct. 1-3, 1960

Aug. 24, 1962

Aug. 20, 1963

Sept. 1, 1964

(h)

Minimum

Discharge 

(cfs)

o

4.1

1.8

1.4

1.4

Gage height 

(feet)

-

2.01

d 1.84

1.26

i 1.17

a Occurred Apr. 4, 1961.

b Occurred Dec. 22, 1961.

c Occurred May 4, 1963.

d Occurred Sept. 16, 1963.

e Occurred May 2, 1964.

f Occurred Feb. 16, 1965.

g Occurred Nov. 24, 1964.

h Oct. 30 to Nov. 6, Nov. 9-18, 1964.

i Occurred Nov. 2-5, 11, 1964.

1949-65: Maximum discharge, 14,200 cfs May 19, 1953; maximum daily reverse flow, 6,570 cfs 

May 11, 1958 (backwater from Red River); maximum gage height, 40.46 ft May 21, 1953; minimum 

discharge (unaffected by backwater), 1.4 cfs Sept. 1, Oct. 30 to Nov. 6, Nov. 9-18, 1964.

Flood in April 1945 reached a stage of 43.6 ft, from information by local resident.

Remarks. Records poor. Some regulation by Saline Lake-Black Lake (combined usable capacity,

I5T7000 acre-ft). Records of chemical analyses for the water year 1965 are published in reports 

of the Geological Survey.

rie</lsiOiis.--WSP 1731: Drainage area.

DAILY MEAN QAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10 

11

12 

13

14

15

16

17

18

19

20

21

22

23

24

25

27

29

30 

31

MAX

MIN

OCT.

-

2.55

3.14

3.60

3.78

5.68

3.50

3.22

3.00

2.92

3 ,00 

4.18 

5.38

5.56

5.23

4,74

4 20

3.68

3 56

3.50

3 12

3.06

3.04

3.06

3.02

5.83

8. '92

9.22 

9.38

9.38

-

NOV.

9.40

9.26

8.78

8.1O

7.80

7.32

6.63

6.00

5.74

5.65

5.29 

5.02 

4.82

4.72

4.60

5.02

5.10

5.40

5.40

5.40

5.43

5.78

6.14

6.16

6.15

6.06 

6.06

6.35

5.83

9.40

4.60

DEC.

5.59

5.37

5.20

4.95

5.10

5.30

5.45

5.95

8.20

11.98

17.58 

19.02

20.38

21.70

22.49

22.58

22.08

21.34

2O. 70

19.90

18. SO

17.72

16.62

15.61

13.92

13.48 

13.31

13.20 

13.70

22.58

4.95

JAN.

14.20

14.58

15.18

16. 3O

17.07

17.34

18.30

20.79

21.79

21.98

21.52 

21.30

21.08

20.70

20.08

19.40

18.77

18.32

17.55

16.93

16.11

15.54

15.56

17.28

19.09

19.45 

19.41

19.05 

18.52

21.98

14.20

FEB.

17.95

17.50

17.10

16.60

16.10

15.82

16.19

16.18

15.80

15.40

14.40 

13.99

13.80

13.51

13.17

13.83

15.06

15.62

16.61

19.72

21.75

22.73

23.17

23.35

23.12

-- --I.8

 

23.40

13.17

MAR.

22.10

21.32

20.49

19.62

19.00

18.28

18.17

18.30

18.18

17.90

17.42 

17.29

17.01

16.58

16.30

17.80

20.28

21.52

22.40

22.79

23.02

22.87

22.35

21.76

20.79

20.86 

21.74

23.86

25.79

16. SO

APR.

26.93

27.77

28.40

28.72

28.70

28.47

28.02

27.48

27.04

26.45

25.54 

25.19

24.63

23.97

22.92

21.64

20.34

19.06

17.87

16.71

15.68

14.68

13.82

13.21

12.10

11.57 

10.98

10.43

28.72

10.43

MAY

10.18

10.09

9.73

9.43

9.10

8.93

8.75

8.77

9.12

10.90

15.75 

15.80

15.42

14.97

14.20

13.40

12.43

11.33

10.14

9.00

8.05

7.27

6.62

6.22

6.23

5.80

5.73

15.80

5.67

JUKE

.51

.21

.89

.69

.58

.42

.20

.90

.72

.66

.78 

.08

.31

.65

.41

.45

.65

.25

10.84

11.90

12.50

12.78

12.71

12.75

13.74

14.21

14.21

14.21

3.62

JULY

14.08

13.88

13.48

12.95

12.39

11.88

11.41

11.27

11.38

10.88

10.30 

9.67 

9.32

9.09

8.90

9.01

9.52

9.70

11.50

13.54

14.11

13.52

12.61

11.62

11.01

10.60

11.51

12.09 

11.92

14-11

8.90

AUG.

11.33

10.70

10.13

9.71

9.44

9.05

9.07

8.80

8.44

8.12

7^60 

7.29

6.91

6.72

6.70

7.20

7.61

7.78

8.01

8.31

8.50

10.48

11.40

11.69

11.51 

11.20

10.60

9.89 

9.20

11.69

6.70

SEPT.

8.69

8.19

7.70

7.39

7.01

6.60

6.25

5.89

5.58

5.18

4.89 

4.85 

9.20

14.05

15.10

15.40

15.50

15.49

15.32

15.13

14.60

13.90

13.23

12.51

11.79

10.89 

10.00

sies

8.08

15.50

4.85
RED RIVER BASIN

7-3530. Saline Bayou near Clarence. La. f

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5 

6

7

8

9

10

11

12

13

14

IS

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30 

31

MAX

MIN

OCT.

7.71

.59

.52

.50

.70

.79

.78

.71

.70

.69

.51

.20

.89

.46

.08

.71

.51

.99

.64

.71

.40

.98

.59

.39

.29

.14

.91

.60 

.28

.09

.79

.09

NOV.

3.93

3.69

4.42

4.38

4.6q 

4.90

4.79

4.74

4.61

4.69

4.91

5.29

5.72

6.02

6.18

6.49

6.57

6.70

6.92

7.12

7.29

7.89

9.19

9.90

10.70

12.70

15.24

16.99

I?!?!

17.78

3.69

DEC.

17.09

16.42

15.80

15.00

14 32

13.90

13.60

13.26

13.70

16.19

19.06

25.19

24.94

26.05

26.83

27.46

28.11

28.91

29.56

29.90

30.22

30.31

30.20

29.89

29.33

28.72

28.13

27.60

27.02 

26.49

25.92

30.31

13.26

JAN.

25,39

24.78

24.08

23.41

23.12 

22.49

21.60

20.61

19.58

18.89

18.02

17.37

16.09

14.21

15.08

15.68

16.18

16.84

17.77

18.18

18.45

18.78

20.26

21.52

21 . 74

21.92

22.52

23.10

23.40 

23.73

23.96

25.39

14.21

FEB.

24 00

23.70

23,08

22.38

21 .5? 

20.45

19.20

18.30

17,28

16.0?

15.35

14.78

14.17

13.70

13.22

12.88

12.39

12.39

13.10

13.60

13.92'

14.38

14.65

14. 8C

15.18

15.80

16.88

18.38

 

24.00

12.39

MAR.

19.62

20.20

20.10

19.80

19.50 

18.97

18.37

17.74

17.42

17,24

17.47

17.62

17.82

18.04

18.10

17.74

17.18

16.50

15.88

15.30

35.02

14.48

14.00

13.42

13.25

13.00

12.62

12.22

12.60

13 .25

2O.20

12-08

APR.

13.23

12.70

12.00

12.95

15.20

14.87

14.20

13.52

12.99

12.90

14.32

15.13

16.48

17.92

18.50

18.59

18.30

17.78

17.00

16.15

15.50

14.92

14.30

14.08

13.88

13.98

16.00 

17.60

18.30

18.59

12.00

MAY

21.66

24.62

25.46

25.70

25.08

24.62

24.02

23.33

22.42

20.80

19.02

17.72

16.53

15.40

14.30

13.38

12.42

11.65

10.92

10.20

9.40

8.82

8.29

7.70

7.25

6.88

6.38 

6 .18

6.38

6.90

25.70

6.18

JUNE

7.20

^.22

7.28

7.85

7.65

-

-

-

-

.

-

-

10.70

11.57

13.18

13.88

13.68

13.12

12.65

11.86

11.12

10.80

10.60

10.22

9.70

9.50

-

-

_

~

JULY

9.05

8.60

8.12

7.78

7.60 

7.68

7.72

7.48

6.90

6.38

6.05

5.84

5.70

5.60

5.42

5.18

4.92

4.75

4.65

4.55

4.39

4.18

3.89

3.68

3.40

3.32

3.22

3.28 

3.40

3.45

3.42

9.05

3.2?

AUG.

3,25

J.]8

3.15

3 13

3.19

3.12

3.12

3.30

3.72

3.90

3.68

1 3.29

2.85

2.45

2.28

2.34

2.46

2.54

2.49

2.32

2.20

2.08

2.08

2.20

2.21

2.21

2.18 

2.22

2.18

2.35

3.90

2.08

SEPT.

2.52

2.5E

2.55

?,ei

2,73

3.21

3.36

3.62

4 ,OO

4.20

4,52

7.10

9.00

8.65

7.75

6.92

6.10

5,42

4.98

4.75

4.60

4.52

4.38

4.20

4.38

4.50

4.52 

4.95

5.2«

9.0L

2.52

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1965

DAY

1 

2

3

4

5

6

7

8

9

10

11

12

13

14

15

IS

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

5.25 

4.95

4.52

4.20

4.11

4.52

5.62

6.10

5.82

5.22

4.72

4.38

4.20

4.12

4.20

4.22

5.22

8.26

10.60

11.12

10.62

9.68

8.59

7.62

7.04

7.01

7.08

6.84

6.20

5.50

4.92

11.12

4.11

NOV.

4.72 

5.82

7.82

8.50

8.22

7.62

7.05

6.50

6.00

5.62

5.55

5.75

5.98

6.08

6.00

5.74

5.42

5.34

5.03

5.38

5.52

5.45

5.40

5.52

5.65

5.68

5.68

5.80

5.76

6.55

8.50

4.72

DEC.

11.02 

13.42

13.54

12.60

"11.68

10.92

10.56

10.52

10.52

10.00

9.22

8.70

8.33

8.18

8.02

7.78

7.62

7.60

7.52

7.38

7.32

7.12

6.88

6.80

8.78

6.74

6.78

7.22

8.28

8.48

8.42

13.54

6.74

JAN.

8.22 

8.02

7.82

7.62

7.68

7.74

7.52

7.30

7.42

8.50

9.18

9.25

8.66

8.02

7.63

7.39

7,19

7.01

6.92

7.00

6.71

6.54

6,71

S.44

6.27

6.31

6.29

5.95

5.81

5.99

5.90

9.25

5.81

FEB.

5.82 

6.02

6.31

6.11

6.07

6.01

5.97

5.90

5.71

5.63

6.25

6.31

5.93

5.82

5.65

5.59

5.62

5.98

7.01

7.27

7.32

7.19

7.09

7.32

7.36

7.53

6.98

7.00

__,__ ._

______

7.53

5.59

MAR.

7.45

7.35

7.22

7.37

7.97

8,19

8.29

8.30

8.10

8.28

8.66

8.62

8.51

8.56

9.62

10.23

10.42

10.30

10.00

9.70

9.38

9.08

8.82

9.24

10.30

10.20

9.35

8.35

7.83

10.42

7.22

APR.

7.24

6,68

6.25

5.90

6.78

7.05

7.18

7.40

7.69

8.08

8.42

8.48

8.40

8.22

7.88

7.58

7.29

7.10

7.16

6.81

6.47

6.20

5.74

5.45

5.29

5.12

5.05

5.05

5.30

8.48

5.05

MAY

10.80

13,05

13.78

13.45

12.58

11.85

11.05

10.20

9.45

8.75

8.08

7.42

6.99

6.70

6.49

6,22

5.90

5.59

5.20

4.75

4.22

3.80

3.55

3.47

3.48

3.47

3.59

3.50

3.22

3.08

13.78

3.08

JUNE

3.01

3.10

3.18

3.19

3.10

3.04

2.95

2.78

2.58

2.38

2.32

2.22

2.20

2.16

2.20

2.45

2.36

2.28

2.58

2.40

2.44

2.42

2.68

3.11

3.20

3.09

2.92

2.80

2.61

3.20

2. IS

JULY

2.34

2 .22

2.21

2.39

2.33

2.32

2.33

2.84

2.90

2.76

2.87

3.87

4.02

4.11

4.20

4.29

4.86

5.53

5.86

5.96

6.17

6.30

S.20

5.98

5.66

5.51

5.41

5.30

5.07

4.72

6.30

2.21

AUG.

4.18

4.00

3.88

3.75

3.75

3.97

4.07

3.89

3.58

3.57

3.22

2.98

2.88

2.72

2.54

2.38

2.27

2.18

2.15

2.59

2.54

2.47

2.39

2.30

2.25

2.20

2.07

2.00

2.02

2.14

4.38

2.00

SEPT.

2,0? 

1.91

1.R3

1.80

1.9?

2.10

2.21

2.54

2.51

2.34

2.16

2.00

1.93

2.00

1.94

1.87

1.98

2.44

3.14

3.18

3.16

3.14

3.07

2.84

2.78

2.69

2.61

2.65

2.69

2.51

3.18

1.80 '
RED RIVER BASIN

7-3530. Saline Bayou near Clarence, La.--Continued

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

25

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

.34

.28

.21

.18

.11

.09

.02

.00

.99

.98

.91

.87

.84

.82

.79

.79

.75

.71

.70

.69

.67

.65

.63

.62

.62

.62

.62

.61

.60

.59 

.59

.34

.59

NOV.

1.64

1.72

1.67

1.66

1.66

1.67

1.66

1.64

1.62

1.61

1.61

1.60

1.60

1.59

1.59

1.59

1.59

1.59

1.58

1.58

1.58

1.68

2.10

1.84

1.73

1.76

1.80

2.10

2.47

2.19

2.47

1.58

DEC.

2.09

2.11

2.31

2.15

2.15

2.11

2.09

2.71

2.40

2.13

2.40

2.95

2.90

3.39

3.30

3.39

3.48

3.66

3.62

3.95

4.71

4.87

5.09

4.78

4.77

4.73

4.80

4.75

4.70

4.64 

4.60

5.09

2.09

JAN.

4.37

4.20

4.17

4.20

4.10

4.44

4.50

4.66

5.48

5. 02

5.04

6 -.02

5.99

5.28.

5.14

5.92

6.82

7.10

7.12

7.20

6.97

6.98

6.90

7.23

7.30

6.80

6.58

6.40

6.13

5.92 

5.85

7.30

4.10

FEB.

5.70

5.35

5.19

4.96

5.34

5.41

5.52

5.05

4.96

4.91

4.83

4.63

4.94

4.87

5.29

5.20

4.93

5.32

5.45

5.18

5.26

5.17

5.02

4.96

5.16

5.18

5.19

5.28

4.79

5.70

4.63

MAR.

4.74

7.51

9.49

10.44

10.49

10.09

10.35

10.51

10.91

10.92

10.49

10.19

9.98

11.11

12.79

13.17

12.81

12.26

11.88

11.70

11.20

10.40

9.96

9.68

9.66

10.16

10.00

10.00

9.60

9.12 

8.70

13.17

4.74

APR.

8.25

7.78

7.51

7.29

7.78

9.31

10.37

11.16

11.13

12.20

12.99

12.92

13.45

13.45

12.99

12.35

11.85

11.74

11.35

10.83

10.35

9.88

9.29

8.80

9.38

13.90

18.63

21.23

22.83

23.87

23.87

7.29

MAY

24.26

24.30

23.76

22.86

21.68

20.42

19.20

18.08

16.95

15.78

14.62

13.54

12.62

11.65

11.00

10.92

11.35

11.46

11.06

10.44

9.88

9.15

8.27

7.50

6.85

6.31

5.78

5.30

5.00

4.78 

5.58

24.30

4.78

JUNE

5.66

5.58

5.32

5.16

5.18

5.28

5.34

5.26

5.24

5.13

4.87

4.58

4.29

4.03

3.83

3.70

3.67

3.45

3.25

3.12

3.01

2.92

2.80

3.33

5.22

5.65

5.05

4.51

4.3U

4.1fl

5.66

2.80

JULY

3.90

3.43

2.92

2.46

2.10

1.93

1.84

1.72

1.68

1.55

1.53

1.49

1.49

1.45

1.41

1.41

1.40

1.40

1.39

1.39

1.39

1.40

1.39

3 .39

1.39

1.39

1.39

1.42

1.58

1.55 

1.53

3.90

1.39

AUG.

1.52

1.51

1.50

1.49

1.49

1.43

1.40

1.40

1.40

1,40

1.39

1.39

1.38

1.38

1.38

1.39

1.43

1.38

1.39

1.38

1.32

1.32

1.33

1.32

1.30

1.40

1.38

1.30

1.30

1.29 

1.28

1.52

1.28

SEPT.

1.26

1.50

3.60

6.30

6.98

6.06

4.82

3.85

3.08

2.39

1.80

1.62

1.59

1.49

1.40

1.37

1.33

1.32

1.30

1.29

1.29

1.40

2.09

2.90

3.68

4.14

4.05

3.70

4.40

6.24

6.98

1.26

DAILY MEAN GAGE HEIOHT, IN FEET, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16 

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

6.80

8.72

11.70

12.42

11.55

9.82

8.02

6.61

.55

.86

.38

.05

.80

.57

.33

.09

.'S5

.25

.00

.75

.59

.37

.22

.22

.32

.38

.33

.24

.19

.19

12.42

1.19

NOV.

1.18

1.17

1.17

1.17

1.17

1.19

1.29

1.24

1.20

1.19

1.17

1.18

1.19

1.20

1.20

1.19

1.20

1.28

1.39

1.27

1.21

1.46

9.04

12.32

12.46

11.45

10.39

9.19

8.06

12.46

1.17

DEC.

7.20

6.50

5.90

5.52

5.50

5.74

5.78

5.68

5.40

5.54

6.32

6.58

6.54

6.26

6.00

6.00

7.29

7.25

7.03

6.63

6.25

5.90

5.59

5.44

5.45

5.23

4.97

4.78

4.73

4.59

7.29

4.59

JAN.

4.40

4.38

4.54

4.46

4.31

4.20

4.10

4.08

4.28

4.70

4.40

4.75

6.38

8.49

9.44

9.69

8.72

7.95

7.34

7.00

7.30

7.93

8.31

8.15

8.19

7.77

7.59

7.70

8.05

8.09

9.69

4.08

FEB.

7.84

7.41

6.90

6.55

6.26

6.08

5.91

5.70

6.31

7.66

8.81

12.43

16.57

19.74

21.33

21.36

19.59

18.95

18.39

17.79

17.12

16.31

15.96

15.25

14.50

13.96

14.51

 

 

21.36

5.70

MAR.

16.18

16.93

16.73

16.23

15.59

15.04

14.75

14.35

13.93

13.39

12.67

12.00

11.52

11.18

10.93

10.69

10.51

10.28

10.09

9.88

9.73

9.61

9.52

9.34

9.65

9.52

9.53

9.61

12.75

15.94

16.93

9.34

APR.

17.11

17.81

18 .63

19.15

19.08

18.70

18.09

17.39

16.78

16.11

15.37

14.74

13.98

13.20

12.72

12.10

10.58

10.01

9.38

8.75

8.25

7.75

7.28

6.87

6.70

6.38

6.00

5.51

5.21

19.15

5.21

MAY

4.98

4.69

4.52

4.38

4.13

3.86

3.63

3.43

3.27

3.14

3.19

3.17

3.23

4.20

6.66

8.98

10.94

10.79

-

_

-

-

_

-

_

-

-

-

-

_

-

JUNE

_

-

-

-

-

_

-

-

-

-

_

-

-

-

-

-

6.07

5.96

5.81

5.58

5.30

5.08

5.12

5.46

5.53

5.44

5.34

5.2S

5.10

_

-

JULY

4.98

E: 2U

5.51

5.58

5.35

4.89

4.38

3.96

3.78

3.68

3.56

3.50

3.23

2.88

2.55

2.35

2.75

2.87

2.80

2.63

2.49

2.60

2.79

2.H5

2.78

2.68

2.52

2.34

2.36

2.53

5.58

2.34

AUG.

2.68

2.76

2.79

2.65

2.34

2.07

2.11

2.24

2.37

2.31

2.05

1.76

1.68

1.70

1.84

1.93

1.72

1 .65

1.60

1.64

1.68

1.64

1.73

1.67

1.65

1 .59

1.54

1.53

1.53

1.57

2. 79

1.53

SEPT.

1 58

1,55

1.52

1.50

1.48

1.47

1.46

1.47

1.47

2. 03

1.99

1.75

1.72

1.71

1.67

1.65 

1.63

1.61

1.60

1.60

1.61

2.34,

4.13

4.76

5.23

5.74

6.21

6.65

7.44

7.63

7.63

1.46
RED RIVER BASIN

7-3530. Saline Bayou near Clarence, La .--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER VEAR OCTOBER I960 TO SEPTEMBER 1S61

2 

3 

4

5

8

11 

12

14 

15

16

17 

18

20 

22

24 

25

26 

27

2'i 

30

TOTAL

MIN

OCT.

0

3C

2C 

16

16

50 

55

55 

55 

53

41 

17

17

16

50

J

0

1

114

126 

178

295

348 

332

311.

25b

477

1,630 

1,380

1,241;

,580

,340

4,270

2.7SO

4,52C

i,650

5,210

6,470

APR.

6,880

6,590

1.27C

1IN 0

846

778

500

44 S

395

205

54

187

1,410

2,240

830

JULY

2,140

1.140

979

845

1.040

1,259

1,000

683

548 

510

826

868

1.650

981

510

SEPT.

703

168

198

2,460

2,970

2,930

2.560 

2,360

1,220

868

43,122 

1.437

198

1

2 

3 

4 

5

7

9

15

19 

2C

21 

22

26 

27

28

30 

31

MAX 

MIN

643 

6C5

40C

216 

207

184 

150 

151

643 

129

88

183

562

94 C

1.170

1,370

1,390

1.-.40

8,731,

8,400 

7,580

7,1-90

3,350

5,120 

4,560

4,340

1 ,390

2,640

2,830

2,580 

2,240

1.48G 

1,290

1,160

1.90C

3.350 

2,590

2,570

6,060

3,600

1,020 

754

52*

419

496

545

800

710

532 

430

311

408

350

270

380

233

184 

172

132

139 

108

55 

47 

51 

62 

66 

64

424

43 

41

12

5.0 

> -25

5.1

4.3

5.2 

5.2 

5.0 

5.3 

5.0 

7.0

49

10 

11 

11 

12 

12

16 

46 

58 

82 

119

139 

149 

12C 

95 

160

165 

162 

150 

13A 

126

110 

96

137 

140 

117

80 

60

93.9 

185

HAT YR 1S62: TOTAL 671,500.5 MEAN 1,640 MAX <J,040 MIN - AC-FT 1,332,000
RED RIVER BASIN

7-3530. Saline Bayou near Clarence, La.--Continued

DISCHARGE, IN CUBIC FtET PER SECUND, HATER YFAP OCTOBER 1962 TO SEPTEMBER 1963

!

4

7

1C

it 

12

1*

15

Ic 

17

It 

ii

24 

25

27

 'I 

31 !

li.TAL

1<rAN 

MAX

50 

50

]

\ "

825 

26.6

> -50

j

<* u

280 

300

306 

252

2,608 

86.9

2*7

3o7

140 

-it

15-,

3J2

535 

So*

4.3JS 

285

350

293

202 

J72

lit Six! 

^83

687

::::::

13,300 

475

413

321 

3C7

283

18,281

528

2o7

236 

267

13,502 

450

300

190

88 

80

3.

36 

21

4,441 

1*3

14

18 

16

7.7

4.5 

4.2

4.0 

5.6

4.8

20

8.0 

5.8

272.8 

9.09

4.8 

4. 3

3.7

4.6

 4.6

8.8

7.4

9.4

lOS 

131

134

118

116

102

1,372.8 

63.6

46 

34

18 

14

19 

9.4

9.2 

5.2

3.6 

3.1

2.7 

2.3

1.9 

1.9

t.1 

2.8

2.4 

2.3

2.1 

2,0 

2.1

292.0 

9.42

2.6 

2.0

1.9 

2.2

2.6 

2.9

4.0

3.5

3.0 

2.7

2.8 

2.7

2.6 

2.9

8 

9

a

8

8.8 

7.8

8.4 

8.8 

7.0

202.5 

6.75

402

OAL YR 1962: TOTAL 479,963.5 MEAN 1,315 MAX 7,3fiO t

*A1 _STR 1963J TOTAL 76,398.1 MEAM 209 MAX 775 t

note --St^e-discharge relation indefinite Oct. 1 to Nov.

DiSuHAi<l>e, 1,1 CUBIC FtET Pfc'k SECOND, WATfcK

AC-FT 952,000 

AC-FT 151,500

LCTOBER 1963 TG SEPTEMBER 1964

; 3

13 

15

i7 

»8

22 

/i

^5 

26

30

ME«N 

MAX

5.7

5.* 

5.2

5,*,

4.8 

4. o

4.3 

4.b

4.a

-t.U

4.0 

<*.4

4.4

4.S

4.2 

4.2

3.= 

3.U

3.3

3.0

S.9

3.0

2.7

2.6

2.4

2.2 

2.2

2.2 

2.2 

i.2

2.2

2.2

2.2

2.4 

3.4 

2.7 

2.5

2.5

3.4

3.7

2.61.

5 .u

3.4

3.6 

J.6

3.4

 »,6 

12

Ij 

3, 

25

JJ

3

6 

4

5

5 

5

5

5

4

6b.l 

Id*

107

110 

103

147

360

236

352

590

611

569 

632 

t32

SH&

474

387

363

29U

236

290

233

269

283

269

242 

236 

262

269

283

262

600

1,220

1,240

1.12J

l 'l£

L.1CC

"34 

918 

341

1.J20

912

7B7

1,01,4

579

527 

635

1,920

1.C2C

1.33C

955 

845 

765

1,080

2,230

2,550

1,346

3,130

3,05C 

2,850

2,200

362

569

425

282 

256 

224

205

175

180

1,252

286

228 

234

240

78

64 

46

25

12 

38

50

50

30

20

123

30

6.8 

4.3

3.3

2.8 

2.4

2.3 

2.2

2.1

2.1 

2.1

2.1 

2.1

2.1 

2." 

2. "j 

2.0

2.0

2.0

2.3

4.58

2.1

2.1 

2.1

.9

.8 

.3

.7

.7 

.7

.8 

.7

1.7

1.6

1.6 

1.6 

1.6 

1.5

1.7

1.5

1.5

1.75

2.0

100 

130

100

80

23 

3.2

2.6 

2.3 

2.1

2.0 

1.9

1.9 

1.9

2.1 

4.3 

8.0 

30

40

20

20

731.4 

24.4

AC-FT 131,700
RED RIVER BASIN

7-3530. Saline Bayou near Clarence, La.--Continued

DISCHARGE, IN CUcJIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

5

6

7

1C

11 

12

13

14 

15

13

21

23 

24 

25

£6

27

29

Jl

MEAN

MIN

20

3

2 

2

2

1

1 

1

1

.'J

.0

.5

.5 

.5

.5 

.5

.5

.4

12.3

1.4

1. 

1. 

1.

1.

1. 

1.

1. 

I.

L. 

L.

1.

1.

I.

1. 

1.

1.

-5. 

-382 

-300

-250 

-150

-50

-41.9

-382

-50 

10

tC

208 

315

3C5 

270

233

284

2»6 

266

266 

24C

134

15c

187

-50

137

135 

153

127

137 

178

10 C 

160

481 

418

460 

395

345

323

218

ICC

334 

322

2J8

283

790 

876

813 

1.240

1,320

1.260 

1.240

 

 

927

283

,230 

,370 

,280

,16"

814 

814

718 

630

535

640 

627

727

2,760

901

531

,970 >

3,240

3,500 

3,790

3,860

2,500 

2,370

1,780

1,580 

1,370

I, CIO

5<30

577 

523

382

_____

1.919

336

IN -382

3C2 

263 

241

194

103 

102

214

264 

2CO

120 

110

90

80 

8C

150

350

159

80

AC- FT

400 

350 

250

150

60 

60

180

190 

177

120 

100

120

139 

130

110

 

138

60

271,400

00 

80 

50

i?

20 

20

15 

14

14 

13

12

11 

11

10 

9.0 

9.O

a.o

7.0

6.0

23.0

6.0

5.9 

5.0 

4.0

4.0 

4.0

5.0 

6.0

6.0 

7.0 

9.0

5.0 

6-0

7.0 

7.0

8.0 

8.0

9.0 

9.0

8.0 

9.0 

9.0

8.0 

8.0

7.0

7.0

6.55

4.0

SEPT.

7.C

7.0 

7.0

T .0 

7.0

7.r 

29

14 

9.0

9.0 

8.?

e.o

7.8

7.5 

7.*

7.6 

29

183 

268 

338

418 

494

575

 

121

7.0

Note --Stage-rt
RED RIVER BASIN

7-3535. Nantachie Creek near Montgomery, La.

Location. Lat Sl^l'lS", long 92 0 52'40", in SE^-NE^ sec.9, T.8 N. , R.5 W. , near center of span on 

 upstream side of bridge on State Highway 34, 1.4 miles downstream from Kadesh Branch and 1.5 miles 

northeast of Montgomery.

Drainage area.--47 sq mi.

Records available. August 1942 to September 1965. Prior to October 1949, published as Nantaohes 

Creek near Montgomery.

Gage.--Digital water-stage recorder. Datum of gage is 107.43 ft above mean sea level, datum of 1929 

(Louisiana Geodetic Survey bench mark). Prior to July 25, 1945, wire-weight gage and July 25, 

1945, to Aug. 6, 1964, graphic water-stage recorder at same site and datum.

Average discharge. 23 years, 51.6 cfs (37,360 acre-ft per year).

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (600 cfs), water years 1961-65

Date

Jan. 8, 1961

Feb. 21, 1961

Mar. 18, 1961

Mar. 31, 1961

Apr. 12, 1961

Time

1400

1900

0900

06OO

0700

Discharge

* 1,360

1,200

1,080

1.20O

84O

Gage

height

9.72

9.57

9.42

9.57

9.02

Date

Dec. 12, 1961

Apr. 12, 1962

May 1, 1962

Dec. 29, 1962

Time

1730

0730

2330

0715

Discharge

1,080

* 1,460

1,300

* 192

Annual minimum discharge, water ye

Water year

1961

1962

1963

Date

Oct. 3, 1960

Aug. 1-23, 1962

Many days

Discharge

0

o

o

Oage height

a 0.92

b .76

c .76

Water year

1964

1965

Oage

height

9.38

9.78

9.63

5.68

Date

Mar. 3, 1964

Apr. 27, 1964

Mar. 30, 1965

Time

0900

-

2145

Discharge

865

* 3,610

* 2,630

Gage

height

9.03

10.99

10.47

ars 1961-65

Date

Many days

do

Discharge

0

0

Gage height

_

^

a Occurred Oct. 4, 1960.

b Occurred Aug. 24, 1962.

c Occurred Aug. 10, 11, 25, 26, 1963.

1942-65: Maximum discharge, 10,500 cfs May 17, 1953 (gage height, 14.63 ft); no flow for 

many days in most years.

Remarks.--Records fair.

Revisions (water years). WSP 1281: 1945(M).

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER I r 61

1

TOTAL

MAX 

MIN

CFSM 

IN.

.10

0

5.5

190

87

22

8.

5. i

2.

1.

. 0

 0

 u

. 0

. 0

 : O

. U

1.

. G

. 0

.: 'J

« 0

3. 

2.1

1C

25

380. 7C

190

.27

.Jl

3.7

2.0

1.2

1.0

.7'-

.bC

.50

123

184

65

23

11

7.6

6.3

6. 1

6.1

14

34

21

42

112

7C

34

;i

8.7

6.3

5.C

134

. 50

:£

DEL.

.0

.C

; .9

.9

.0

.2

1

5:

5

67

70

1J

24

27

28

25

18

11

.4

.6

.7

.5

.3

4

61

a

. 9

.61

168

55

33

26

22

5 = 1

1,300

865

J=i5

208

132

200

253

192

122

94

80

65

57

51

47

98

321

192

HO

84

70

22

4.51

6b

ICO

82

55

56

3SC

48C

251

117

84

7u

61

53

48

43

387

790

463

l,12C

950

545

321

198

122

16J

. 

 

I ' l 4d

5.6J

132

liC

87

B7

ICO

U4

112

112

t>2

63

56

50

44

3"

;5

355

8,J

492

4C5

251

142

lit

54

138

2V, 9

636

35

4.7C

268

152

114

97

87

77

70

20L

25-i

151

759

455

198

132

87

72

63

51

45

4?

34

3C

26

fb 

22

16

15

15

7. tf,

IN 0 

IN 0

21

22

20

16

14

12

12

16

L5

11

8.

7.

6.

7.

£.

5.

4.

3.

2.

2. ;

i.

2.

1.

5.

4. !

2.

1.

.1

CFSK

1.0

.90

.60

.50

.30

.20

.2C

.2C

.30

.40

.1C

6.9

4.4

4.4

4.4

8.7

24

40

26

14

8.5

6.?

1C

371=;

1C

7.4

.2fy

.23

.48 IN

6.Q

5.0

4.8

3.5

2.6

2.t

5.4

48

41

?,?

2f

15

li

Ib

15

31

^2

8.7

b.°s

7.2

s.<~

b.^

u

5.4 

4.2

16f~7

 "^

6.5i ;>

14

8.C

10

30

I

.4

,u

.7

.C

.9

.6

.4

. C

.0

.2

.8

.7

.2

.5

.1

4

3

3

.5 

.4

.4

.7

. 8

l.'J

.27 

.31 

771

C-FT 1ft, 3

SEPT.

3.

2.

2.

2.

2.

1.

2.2. '

1.

1.

b,<

l c ~

414

302

P3

49

42

31

27

24

2J

13

16

14

13

11

U

1.0

.<H 

LI11! 

J.63C

20
RED RIVER BASIN

7-3535. Nantaehie rreek roar Mnutpromery, la .--Continued

DISCHAPbt, IN CUBIC FEbT PEP SEMiJD, ««T>? YEAH CCTOBER 1V-1 Tr StPTFfBEP

1

1'J 

11

12 

13 

it 

15

17

2

2 

2 

2«

HEAM 

MAX 

MIN 

CFSM 

IN.

L2

U

d.}

t.t

2.t

2.2

1,7

1.7

l.t 

1.5

1.3

1.2 

l.t

6. -45 

15 

1.2

.It 

.Is

15 

14

2-

It

7.?

5. ?

S.u

44 

7.

3.

17

25 

III 

103 

17

31 

2t

i\

3J.7 

li-3

It 

It

1J

22 

27

ot 

227

2^8

518

t6B

12C

1^2

;c

et

72

7u 

63

2l 1 

S*G 

13 

t. 27

48 

t3

57

tl 

37

n

U 

45

;«.c

212

212

32 

..36

fie

3-S5 

U6 

tOS

80

ita 

sin

3C

7j 

63 

Si

t8

33 

37 

^5

21 

..7

40

55

37 

t2

to 

33

27

25

4'). 8 

7u 

2<i

U? 

' 4 

tt

25 

2!

2c

34

2---

IE

15

It

n

it i=. 

11

^ 

25.2 

1C 2

8.5 

7.3 

7.2

17 

16 

13 

11

l r

715 

26£ 

lit

H

55

1? 

3*.-

149

1IN ,2f 

1IN C

770

33, 

121

72

b3 

57 

51 

4t

37

32 

28

20

17

13 

11 

1C I '

o,3 

7.4

°u . 9

StC

7.2

CFS J

CFSM

8u 

53 

37 

125

ta

?7

20

16 1" 

12 

1.7

7,f.

13

*.3 

.2

.C 

.8 

.t

-

?">.7

137

_,08 IN 

..;a IN

I '

7.6 

f-.l

2.t 

2.1

!.-;

l.t, 

l.t i.' 

1.1

.7:

 < -

.50

" ^ r

':; !

2B.J8 

17.51

n

0

0

0 

D

o

5

5.7 

1't

1.3 

.f

l.»-l 

It

»C-FT 7^, 

ir-FT '»T,

SEPT.

?.5 

l.t 

1.1 

5.3

<t.3 

6F

17 

1'

1?

6.7 

'.t 

2.1

I. 1

.?0

.tc 

.tc

l. J

2.7

7.26 

68 

.30 

.'5

.1 7

^

RGE, IN CUBIC FrET PER SECOND, WATER YE6 f 2 TO SFPTEMBFP

*,

lu

1

i

3

t

5

It

17

18

IV

20

21

22

23

24

25

«16

27

28

29

30 

31

HEAN 

MAX 

MIN 

CFSM

. *-r

.7C

.6 j

.tv

.to

.*'-

.3L

.to

1.6

1.5

1.3

1.2

. 30

.80

1.1

.90

6.5

6.3

3.2

3.7

16

10

4.t

2.5

1.8

1.3

1.2

1.1

l.C

1.0 

1.0

.3C

.05

^- u

. (.

. 0

. u

.TL

.70

 ^b

l.Z

1.2

1.2

1.^

.70

.70

.--C

L.t

2.5

9.2

5.2

2t

32

23

It

8.5

6.1

t.6

6.3

6. 3

5.t

-"--

.TV,

UEC

t:i, 3.5

3.U

3.0

2-e

2 .6

2.t

2. t

2.6

2.4

2.1

2.t

1.$

2.f

3.1.

3.t

3.t

3.t

3.8

13

12

9.t

2u

35

27

IB

36

156

72

3i)

1.9

JAN

ie

15

It

12

2R

19

15

12

11

11

9.7

e.o

7.t

t.9

t.7

7.2

U

11

15

16

1 ,

2b

19

It

12

1C

<3,0

1C

3G

tc

C.7

25

2J

15

15

1C

10

1C

10

1C

1J

15

23

25

21

17

14

12

5J

168

11C

ta

30

24

31

33

32

27

2t

 

lu

fti

5 J

tl

2B

65

82

55

32

25

21

t3

11

1

t

*

4

3

27

22

l°

lo

It

i:

12

1 1

15

12

10

^. t

8. *

117 

7.6

2.17C

*.7

5.2

t .4

t.l

1.6

75

ICO

t^

24

IS

It

9.7

7.6

t . ;

6.5

5. c

- . L

'.6

 5.C

C.3

6.7

5.7

t.e

7 . y

6.5

4.t

t.2

t.C

3.tt

t.2

100

3.8

817

3.4

2^

2.2

1.-

1.7

1.5

1.2

\.\

.BO

.5j

.tc

.30

.3'.

.1

.1C

.1C

.2C

.3C

.3C

.2L

.1C

.1C

.If

.30

l.t

1.3

,Ru

3.t 

.10

t"?

.40

.3L

.1C

.1C

.lr

-1C

i

rj

?

j

^;

Q

0

J

c

1.2

t.l

3.C

3.0

2.9

t.O

3.6

2.8

l.t

l.t

2.8

2.5

l.B

1.5

t.l

82

3..

2.o

7 . *i

?.;

t.f

4.8

2.f

l.B

2. c

". 1

n

<t. .

l. c

1 .». ,s~

-to

. 3

.1 <

 '-"

t

0

G

C

1

. '*

. C

. 0

. 0

10

C

1157

J

j

J

1

o

J

1

j

0

J

 3 L

1.3

. a r

. tJ

.2;

. ? }

0

?

1

3

0

J

0

0

0

.13 

1.3

C

7.7

C

f

f

'

f

L^

. °0

I.*

. ^ n

.10

0

0

r

0

r

0

C

0

.090 

1.5 

C

5.t

WAT YR 1963: TOTAL 3.652.8J MEAN 10.0 MAX 166 MIN 0 CFSM .21 IN 2.8« AC-FT 7,250
RED RIVER BASIN

7-3535. Hantachie Creek near Montgomery, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, hATEK YEAR OCTOBER I<!b3 TO SEPTEMBER l e

1

2

3

4

6

7

a

9

10

11

12

13

14

15

17 

18

19

20

21

22

23

24

25

26

27

28

29

MEAN

WIN 

CFSM 

IN.

0

3

U

Cl

0

0

0

0

y

0

c

U

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

1)

0

0

0

D

0

0

0

0

0

0

0

0

Q

0

0

0 

0

0

0

0

0

1.2

.50

.20

.10

.50

2.0

1.0

.20

0

.3C

.20

.3L

.30

.20

.2C

.1C

.2C

 2C

.10

.10

2.0

10

15

10

3.0

2.0

1.7

4.8

27

29

16

9.0

5.2

3.b

2.9

2.5

2.0

5.03

.10

1.4

1.5

1.5

1.6

1.5

3.8

6.5

fc.l

8.0

14

14

10

7. -4

5.7

5.9

54 

55

26

17

1L

8.7

7.4

34

110

117

38

2L

13

20.5

1.4

7.8

6.«i

6.3

5.7

9.7

13

14

11

8.0

6.1

5.0

4.2

4.2

4.4

10

19 

14

10

8.7

7.4

5.9

4.6

4.1

20

25

21

13

9.2

10.4

4.1

6.^

431

740

370

136

ra

55

50

51

53

53

43

37

36

43

42

32

48

30

67

39

30

27

27

26

26

25

2L

88.6

6.9

168

16

15

15

14

°6

?98

278

125

50

37

32

ZB

229

415

25°

60

60

50

40

30

20

30

20

20C

500

3,600

l.DOO

500

277

14

4IN 0 

IN 0

74

67

6L

55

47

39

35

32

29

27

24

22

21

18

15

6.9 

3.S

2.5

1.3

1.3

1.0

. 30

.60

.70

.60

.50

.50

1.8

20.2

.50 

1,240

CFSM

14

8.3

4.6

2.<3

L.S

1.2

.80

.60

.40

.30

.30

.20

.10

.10

.1C

.30 

.20

.10

.10

0

0

0

0

0

0

0

0

0

1.22

0 

73

18 IN

C

C

.20

1.3

1.2

.BO

.5C

.30

.10

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

n

L

c

.14

3.7

2.44

0

0

0

0

a

0

0

c

0

0

3

0

0

0

0

0

0

0

0

0

.10

.40

.20

.10

.10

.10

0

.032

0

2. a

M>FT 6,

0

0

0

J

0

0

a

0

0

0

0

0

J

b

0

0 

0

0

0

0

0

0

0

0

0

21

12

1.3

1.18

0 

70

20 

5LC

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

L

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

L7

18 

19

20

21

22

23

24

25

26

27

28

2-7

30

31

TOTAL

MAX

MIN

CFSM

AC-FT

OCT.

l.b

.40

.20

.10

0

0

0

0

0

0

0

0

0

c

0

0

0

0 

0

0

0

0

0

0

0

0

0

0

0

c

0

2.30

1.6

0

.002 

.002

4.6

0

0

0

0

.10

. 0

1.

. 0

. 0

. d

. 0

. 0

. 0

. 0

. c

. 0

. 0

. 0

1.

2.

I.

. 0

. 0

. 0

1.

I.

8.

41

30

16

 

1C8.20

41

0

.08 

.09

215

6.9

3.9

4.5

21

21

13

8.1

4.9

3.7

5J

197

17o

99

36

25

21

19

17

16 

17

17

17

17

It.

15

12

7.0

5.2

4.5

4.4

4.3

882.4

197

3.7

.61 

.70

1.75G

4.3

4.4

12

14

11

10

8.5

7.3

6.9

7.8

7.2

6.5

6.4

5.7

5.0

4.4

3.9

3.8

3.7 

3.7

3.7

122

243

201

109

51

41

35

32

28

25

1,027.2

243

3.7

.71

.81 

2,040

23

20

18

17

16

15

14

14

29

147

285

498

355

172

79

60

67

68

46

40

35

32

SS

158

129

64

45

 

- 

 

2,590

498

14

1.97

2.05 

5,143

97

197

209

111

56

45

39

35

31

33

34

4-3

73

64

41

31

96

109

39

29

25

23

22

20

79

135

96

65

1,310

1,510

4,778

1.510

20

3.<!3

9,480

520

274

177

135

112

96

86

77

70

64

59

54

50

46

42

38

35

32

26

24

21

19

17

16

15

14

L3

11

10

 

2,182

52C

10

1.55

1.73 

4,330

9.2

8.P

7.2

6.7

5.9

5.2

4.6

4.1

3.4

2.7

2.2

2.6

2.8

2.6

2.0

1.5

1.3

.90

l.C

1.4

1.8

1.5

1.5

1.2

.60

30

19

L6

8.2

4.5

160.30

30

.60

.11

318

2.7

2.0

1.6

1.3

1.0

.90

.90

.80

.60

.50

.50

.50

.40

.40

1.0

7.S

1.8

.90

.50

.40

.40

.40

.40

2.0

5.2

1.6

.80

.50

.40

 

38.80

7.8

.40

.03

77

.50

.40

.40

.30

.30

.20

.20

.10

.10

 1C

0

0

0

0

0

0

.10

.40

.10

0

0

0

0

0

0

0

0

0

c

0

3.40

.11

.50

0

.002

6.7

0

0

0

0

0

0

a

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

r'

0

0

0

0

0

r

0

c

0

c

c

.3d

.70

1.2

.40

.30

.10

.10

.10

D

0

0

4.C

39

24

4.8

1.6

.50

.40

.30

.30

 

78.10

2.60

y

0

.06

155

MAT YR 19655 TOTAL 11,850.70 MAX 1,510 IN 9.38 AC-FT 23,510
RED RIVER BASIN

7-3538. Youngs Bayou at Natchitoches, La.

Location. Lat 31°45'00", long 93°06'40", T. 9 N. , R.7 W. , near center of span on downstream side of 

 bridge on State Highway 6 at city limits of Natchitoches, 3 miles downstream from Gumroot Branch.

Drainage area. 40.1 sq mi.

Records available.--December 1957 to September 1964 (discontinued).

Gage Mater-stage recorder. Datum of gage is 92.70 ft above mean sea level (Louisiana Geodetic 

survey bench mark).

Average discharge. 6 years (1958-64), 24.4 cfs (17,660 acre-ft per year). 

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet), 

discharge (») and peak discharges above baae (200 cfs). water years 1961-64

Date

Jan. 1, 1961 

Jan. 8, 1961 

Jan. 25, 1961 

Feb. 8, 1961

Mar. 18, 1961 

Mar 31, 1961

Time

1430 

2U30 

2100 

03OO

1200 

1500

Discharge

240 

* 1 03O 

293

221

455 

251

Gage 

height

6.86 

12.28 

7.67 

6.84

9.27

7.18

Date

June 20, 1361 

Sept. 14, 1961

Dec. 12, 1961

Apr. 11, 1962 

May 2, 1962

Time

1230 

06 OO

2100

2200 

0730

Discharge

221 

820

* 530

243 

380

Gage

height

6.81 

11.35

9.79

7.07 

8.62

Date

Dec. 28, 1962

Mar. 2, 1964 

Apr. 13, 1964

Time

1800

0530 

0530

Discharge

» 123

251 

200

Gage 

height

5.38

7.22 

6.52

Annual minimum discharge . water years 1961-64

Water year

1961

1962

Date

June 7-11, 1961

(a)

Discharge

0

.10

Gage height || Water year

| 1963

b 1.72 1964

Date

Nov. 6, 1962

dot, 1-23, 1963

Discharge

0

.20

Gage height

-

c 1.67

a July 12-14, (Vug. 9-11, 14-17, 1962. 

c Occurred May'22,'l964.

1957-64: Maximum discharge, 1,890 cfs Sept. 22, 1958 (gage height, 14.89 ft); no flow at times

Remarks.--Records fair prior to October 1963 and good thereafter. Flow regulated by Sibley Lake 

(usable capacity, 18,300 acre-ft) since October 1962.

DliCHARGE, IN CUBIC FEtT PER SECOND, WATER YEAR OCTOBER 1S60 TO SEPTEMBER 1<361

1

2

3

4

5

7

8

?

10

11

12

13

15

iB

19

20

2i

22

<;3

24

i8

23

3C.

MEAN

HIM

IN.

. :,

. 0

 u

 C

12

5.

3.

2.

2.

5.

3.

1.

. C

1.

.10

.10

.60 .1C.

.1C

 lo

.10

1.7

.2c

2.9

2.6

I.o4

.10

.05

7.L

6.2

4. a

3.i

l.l

l.C

.00

.4C

«t3

49

4o

25

12

3.1.

U

18

2>

3 a

"tC

50

-.7

1£

6.1

4. b

3.i

.40

.47

LEC

2.2

1.7

1.4

1.1

i.,6

2.1

1.6

16

4}

92

124

13 j

a

13

3.4

13

8. 2

o.7

6.2

5.C

U

25

3"

1.1

.8U

2CC

160

87

62

50

44

332

S50

525

700

485

370

32C

253

1 >B

72

62

43

34

26

24

82

2o7

97

70

54

24

0.42

34

46

56

54

40

72

158

207

145

106

80

64

54

36

43

370

350

358

7UO

70U

545

400

221

1C3

 

 

34

5. IB

62

64

56

48

47

47

46

52

56

52

45

40

37

30

27

430

370

320

275

214

148

115

68

62

80

127

115

27

3.29

221

158

127

ICC

68

52

44

38

72

118

115

154

186

121

75

35

22

15

10

1C

8.

6.

4.

3.

2.

2.

66.

2.

1.84

.C

.5

1

.7

.0

.0

.5

.2

.2

.5

.4

.2

.0

.0

.5

.0

.5

.0

.80

.60

.40

.30

14

7.0

4.5

3.0

3.60

.20

.10

1.0

.80

.50

.30

.20

.10

.10

0

0

0

.13

5.6

2.0

11

5.8

41

65

214

151

68

38

25

50

15

10

7.0

26.6

0

.74

5.C

4.0

3.0

2»-

1.7

1.5

1.5

5.0

45

35

25

20

18

15

20

25

20

15

10

8.11

7.0

6.0

4.8

3.0

5.2

9.5

12.2

1.5

.35

3.C

1.9

1.8

6.1

4.4

4.6

5.3

6.5

7.5

4.0

2.3

1.5

1.0

7.3

3.6

2.4

1.4

.70

.40

.1C

4.4

1.4

1.4

1.0

.90

.HO

2.74

.10

.OB

.7C

.40

.40

.70

.4C

.20

.20

.10

.10

.10

.40

5.8

343

560

4 0

2 C

1 5

8

6

3

^

6

9

C

7

7

101

.10

2.81

6,010

CFSM .60 IN 8.2

Note.--Mo gage-height record June 24 to July 25.
RED RIVER BASIN

7-3538. Youngs Bayou at Natchitoohes, La.--Continued

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YtAR OCTOBER 1961 TO SEPTEMBER 1=>62

DAY

1

?

3

4

5

6

7

8

$

1C

11

12

13

14

15

16

16

20

24

25

27

2S

ii

31

TOTAL

MEAN

MIrt 

CFSM

IN.

1

1

1

1

 i

.1

.5

. t>

.5

>3

.0

.0

. ^

.6

.4

.4

.2 

,2

.2

.1

 *.

.90

115.43

 Su

.C9

.11

1.7

1.5

3.5

2. t

10

5.t>

b. ^

7.2

5.4

4.3

3.1

4.3

10

8.3

3.6

1C

i;

6.5

la

36

18

IS

330.5

1.5

.27

.31

15

14

12

10

0.5

26

16

2'J

OO

54

77

7>.

7U

7u

11

J02

471

3C2

92 

7j

40

31

27

2j

4,«1*.9

3.V5

4.56

H

S.6

<i.6

20

49

50

52

52

52

52

52

51

46

54

57

111

106

126

39P 

35C

235

207

137

5i)

3,312.2

2.06

3.07

2

0

8

7

6

4

2

0

8

5

1

4

2

7. 7

7.8

9,6

17

33

32 

36

28

75

 

924.3

.82

.86

132

109

f5

61

36

23

17

15

18

24

27

30

24

19

21

t.2

13

12

9.4 

3.3

4.4

4.1

3.6

3.6

782.7

.63

.73

3.5

3.0

2.7

2.6

5.6

7.5

1C

11

8.3

6.1

38

179

228

136

137

05

52

22

16 

35

64

140

153

1,708.3

1.42

1.58

25o

370

302

221

162

112

63

38

12

5.7

4.9

4.4

4.2

3.9

3.9

4,3

3.4

2.9 

2.6

2.2 

2.2

2.0

2.0

2.2

9.9

27

1,642.3

1.32

1.52

3,260

JUNE

36

42

42

44

43

42

40

34

26

11

4.

3.

3.

2.

2.

2.

2:

3.

3.

2. 

1.

1,

l. :

2. 

2.

413.3 

13.3

.34

.38

820

JULY

2.0

1.6

1.2

l.C

.9C

.50

.30

.4C

.30

.20

.20

.10

.1C

.10

.20

.20

.30

.20 

.20

.20 

.20

.20

.20

.30

.30

.20

12.60 

.41

.10 

.01

.01

25

AUG.

.20

.20

.20

.20

.20

.20

.20

.20

.10

.10

.10

.20

.20

.10

.10

.10

.20

.20 

.20

.20 

l.^

.30

.20

5.7 

1.1

.40

14.10 

.45

.10 

.01

.01

28

SEPT.

.40

.30

.30

.60

.30

.60

1.9

.90

.60

.60

.30

.30

.30

.30

1.0

1.5

.40

.30 

.30

.30 

.30

.80

.40

.30 

.30

 

16.20 

.54

.30 

.01

.02

32

CFSM 1.90 IN 25.79 &C-FT 55,150

OlSCt-ARGE, IN CUBIC FtET PER SECUNO, WATER YEAR OCTOBER 1962 TO SEPTEMBER

1

2

3

^

e

12

li

14

15

I?

ie

13

23

21

22

23

24

25

2o

28

2?

MEAN 

MAX

CFSK

IN.

it"

.4*J

,3C

.4C

»4U

.50

.6u

.20

.2u

5,5

2.b

. ^L

.7u

.9L

.b(j

,4u

.SU

1.0

.90

S.5

.02

ab2

 BC

1.1

.4u

.30

.30

.30

.40

.00

4.2 

6,4

l.B

9.1

3.7

1.3

.70

.70

. 70

.60

l.b

. dt

.70

J.I

.05

.L4

.70

. oO

.6C

. 6C

.60

.7C

. 7C

 7li

.70 

.Be

. 60

.8L

3.4

1.2

.91,

9.6

2.5

1.9

37

4.7

.90

37

.06

. 07

.90

.90

.70

.60

.50

.50

.50

.50

.60

.30

.80

.90

..1

1.3

.9j

.90

.70

.70

.56

1.1

4.6

,.6

.02

.U3

.80

. HL

.60

 \l

1.9

1.3

1.0

.90

.70 

22

2.S

l.C

.60

.80

1.0

2.3

.80

.30

1.3

~_ 

 

a

.05

.06

1.2

. 9U

.80

.60

1.1

.70

.60

1.3

.60 

.60

.60

.50

.50

.50

.50

.50

.50

.50

.5C

.50

.40

5.5

.02

.03

.40

.4C

.40

.80

.50

.50

.50

.50

.50 

.50

1.9

.80

.6U

.50

.50

.50

.50

.50

.70

.50

.50

12

.02

.03

.30

.30

.30

.30

.30

.30

.30

.30

.30 

.30

.40

.40

.40

.40

.40

.30

.3C

.30

.50

.80

.50

.80

.009

.01

22

.40

.4C

.40

.30

.30

.30

.30

.30

.30

1.5 

4.0

1.0

.6U

.40

.40

.30

.30

.40

.30

.30

.40

.80

4.0

.01

.02

33

.40

.40

.60

.40

.40

.30

.30

.30

.30

.20 

.20

.20

.20

.30

.20

.20

.20

.30

.30

.30

.30

.30

.90

.009

.01

21

.2C

.20

.20

.20

.30

.30

.30

.30

.30

.30 

.30

.30

.30

.40

.40

.40

.40

.40

.40

.40

.30

.30

.4C

.007

.C09

18

.30 

.30

.30

.30

.30 

.30

.30

.30

.30

.30

.30

.50 

1.3

.50

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.31

1.3

.008

.009

18
RED RIVER BASIN 

7-3538. Youngs Bayou at Natch] (-c"hpp , T,a . --Continue^

1

?

3

4

5

6

7

t1

4

7

2

3

4

b

7

d

1

ME N 

H« 

MI

IN.

.2-.

.20

. tC

.2J

.2C

.20

. 2u

.2u

.2^

.2^

.21.

.2u

.2;

.21, 

.2u

.^;

. Jj

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.4j

.4L

. 50 

.50

.2j

.^07

,7u

. tr

. to

.a-

. t-

 '"

.7

,7C

.7C

d "

.-C

11

l.i

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.5-

-<ft

1.5

- _

.4 i

. JL

1.4

.7i.

.51.

.ti.

.'n.

.tC

.71.

.41.

.bi.

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3.3

.5<_

. 40

17

:r.

. bf.

. tC

.4*.

. 40

.V.

l.Jfl

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.'J-,

.4C

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.AC

.bC

.Si,

:. i

.7d

3.5

1.4

fi

1.2

.50

34

3.1 

.81

.7^ 

.61

.5i

3.6

.80

.70

,tj f

.6C 

,7C

.4"

.^t

1..6

.60

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 a

*.£

1.1

.63

 b*.

.00

,t 2

.5

.73

l.C 

UE

.70

.6'

.60 

. 6u

.8!:

r

.7C

.50

M«p .

.7^

1'.7

, c,

.!-,,

.(.,

J.2

.7"

37

. bv

.7.

.7 -

"1.5

,tz

, 50

.5(J

,V^

.$ 

.5:

.b.

.50

.17

.4'

.AC

,4L

,4T

14

U fe

.7 .

.60

.AC

.40

.'.'

.7C

.40

.4-

.^Ij

.4C

,4P

.AC

.4-

12 C

lf.4

n

. 9C

.40

.35

.'3

35

,f -

,4L

''"

.'C

,?:

-3 ,

.3<.

. JC

.30

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-- -

.'.)

.">&

.31

.3i

.n

.5i

14

, c o

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,'lf

. -L

.3C

,

. ^

.3C

,3C

,|

.40

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.40 

,40

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.40

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.4C

.?C

.4'

2.0 

2.6

2.8

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JULY

l.t

, -r

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r t T

 e'

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. t .

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.to

.(=C

. "s

.7."

t _

1.3

1.7

.4C

.<t n

l.f 

.4

A''G.

.*"

.4 J

,sr

.V 5'"

.A.

.4:

.^

.45

.4'-

.40

. 3,:

2,'

7.5

->.!

!.<=

 tC

.5.

.5'

. EC,

. 5b

. 4 j

.«'

. 4 .

B.I

"

SFPT.

-3r

, ^ L-

.--<

-'C

;..-

:.4

1.1

. c c

.-i

.Pl

,7f

.7C

l.C 

l.C

.PC

.sc

.PI

.ti<

.7f

.=C

1 , f

.9'

J.A

.3 r

, r i
RED RIVER BASIN

7-3540. Little Sandy Creek at Kisatehie, La.

Location. Lat 31°24'30", long 93°10'15", in SE£ sec.15, T.5 N. , R.8 W. , on right bank at downstream 

 side' of bridge on State Highway 117, 0.5 mile south of Klsatchie and 2 miles upstream from mouth.

Drainage area 21.4 sq ml.

Records available. September 1949 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 204.44 ft above mean sea level, datum of 1929. Prior 

co May 20, 1964, water-stage recorder and May 20, ]964, to Aug. 31, 1965, wire-weight gage, at 

same site and datum.

Average discharge. 16 years, 27.0 cfs (19,550 aore-ft per year).

Extremes.--Haxlmums and minimums (discharge In cubic feet per second, gage height In feet). 

Annual maximum discharge (*) and peak discharges above base (1,000 cfs), water years 1961-65

Da be

Oct. 26, 1960

Oct. 29, 1960

Nov. 9, 1960

Jan. 7, 1961

Jan. 13, 1961

Jan. 24, 1961

Feb. 20, 1961

Mar. 17, 1961

Mar. 30, 1961

Time

1500

1600

0700

1300

0830

_

2000

0030

1200

Discharge

1,030

1,190

1,030

2,560

1,040

1,320

1,500

* 4,360

1,750

Gage 

height

6.60

7.10

6.65

9.13

6.12

6.78

7.24

11.85

7.68

Date

Sept.

Nov.

Dec.

May

Dec.

Jan.

Feb.

13, 1961

22, 1961

9, 1961

1, 1962

28, 1962

11, 1963

18, 1963

Time

.

1900

1930

0630

2400

1300

1700

Discharge

4,080

1,120

1,500

* 2,080

* 2,500

1,360

1,000

Annual minimum discharge, water ye

Water year

1961

1962

1963

Date Discharge

Oct. 12, 1960 a 1.7

Aug. 21, 22, 1962 .80

Aug. 17-19, 1963 a .40

Gage height

_

1.27

-

Water year

1964

1965

Qage 

height

11.45

6.27

7.18

8.32

8.97

6.92

5.98

Date

Mar. Z, 1964

Apr. 5, 1964

Apr. 13, 1964

Apr. 26, 1964

Jan. 22, 1965

Feb. 9, 1965

Mar. 30, 1965

Time

0830

1600

0700

1800

-

-

-

Discharge

* 3,100

1,000

1,080

1,550

1,150

1,400

* 2,000

Gage 

height

10.33

6.00

6.17

7.33

-

-

-

ars 1961-65

Da be

(b)

(o)

Discharge Gage height

a .50

a .30

a Minimum daily.

b Oct. 1-17, 20-24, 26, 1963, Aug. 1,

c Aug. 5-7, 17, 19-20, 1965.

1949-65: Maximum discharge, 5 

Sept. 19, 21-22, 27, 1956.

Remarks. Records fair except those : 

poor.

2, 1964.

,880 cfs Apr. 29,

ibove 20 cfs for

1953 (gage height, 15.3R ft); minimum, 0.2 cfs 

period May 20, 1964, to Aug. 31, 1965, which are

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961.- TO SEPTFUBER 1961

DAY

1

2

i

4

5

t

7

b

,

10

1

2

7

-l

0

1

2

1

4

b

8

4

MAX 

MIN 

CFSP

IN.

AC-KT

OCT.

5.2

4.1

3.0

3.0

4.1

5.5

3.3

3._

2.4

' -

2.L

1.7

2.0

2.0

t>0

H. u

0.6

5.2

5.<L

5.2

5.5

12i.

233

7b

l.uT

1.24

NOV.

3

6

5

4

3

1

.1

.4

14

10

.,4

15

3.1

18

41

38

35

33

26

2J

14

14

12

3.8

1.62

1.S1

DEL.

9.2

S.t

8.6

8.0

'a. 2

10

9.2

197

146

\.t>i

119

51

47

3

4

3

!

8

6

5

4

4

2

2 ;s

1 *

4.93

3.38

JAN.

33

26

28

27

22

25

1 , 50C

459

120

63

42

51

164

4C

3C

25

23

21

20

=WO

75

51

41

4C

36

5.94

6.85

FEB.

27

44

26

20

25

33

122

20

14

13

11

a.o

8.6

396

132

4S2

456

327

1C2

58

66

35

153

 

 

4.96

5.16

MAR.

48

42

3h

34

45

V

23

32

22

17

12

U

7.6

1,760

161

2^1

131

53

42

37

25

30

%q

38

64F

7.1u

8.2b

APR.

4 C

 42

37

3-=

31

26

21

21

52

4ij

49

flR

3fc

13

12

1C

9.8

B.C

7.6

i>.J

i.5

5.2

7.6

11

15

«8 

1.17

1.30

MAY

20

30

12

lu

<3. a

8.6

7.6

7.6

3.0

7.3

7.0

6.6

7.5

15

B.C

o.r>

5.C,

s.fl

17

30

22

24

2C

15

13

.HI

 9b

JUNE

8.6

7.0

5.6

4.5

4.2

3.9

3.4

3.2

3.0

3.C

37

64

45

15

46

237

35

33

44

4C

61

114

38

3'

25

1.76

l.°6

JULY

18

16

15

14

12

7.'

6.?

38

7C

51

C9

ir 5

e4

26

18

15

14

14

13

15

14

14

26

2k

"2

1.50

1.P4

AUG.

25

22

21

98

45

31

26

18

76

?C

20

13

 53

9.2

19

13

12

9.8

63

35

15

15

14

14

13

1.41

1.63

SEPT.

9.2

7.3

5.6

i.?

3.t

3.3

a. 2

3.C

3.0

2.3

277

6CQ

156

47

31

29

26

22

21

20

19

19

16

15

15

3,623.0

2.8 

5.66

6.32

7,190

Note. Discharges belc ut 50 cfs computed fr ight-gage readings.
RED RIVER BASIN

7-3540. Little Sandy Creek at Kisatchie, La.--Continued

DISCHARGE, IN CUBIC FtET PER SFCUNO, V.ATE.K YEAR OCTOBER 1961 TL> SEPTEMBER

1

2

3

4

5

6

7

8

y

10

11

12

13

15

17 

18

19

20

21

22

23

24

25

26

27

28

29

30

MAX 

MIN

IN.

15

Ho

31

23

19

12

8. fa

8.0

7.0

4.8

4.8

4.5

4.5

4. L

3.9 

3.6

3.8

3.7

3.7

3.6

3.6

3.5

3.5

3.5

3.5

3.5

3.6

3.7

8

3.5

.50

4.0

4.4

4.4

4.5

18

c,. a

9.2

7.3

5. fa

4.4

4.C

L2

 55

170

60 

44

33

26

22

248

87

41

27

24

20

16

15

14

4.0

2.09

13

13

12

U

16

18

22

? 3

3<+7

110

171

188

fa4

78

436 

lit

70

53

48

35

34

25

23

26

25

21

20

18

12

4.17

18

17

16

34

93

37

2fa

21

30

35

38

37

17

154

55

103

66

38

31

30

60

43

35

28

45

31

24

23

16

2.17

9

a

d

7

6

b

6

5

4

4

3

3

3

0

9

7

3

6

9

5

5

6

8

8

7

0

 

____

13

1.C4

8

a

5

5

3

3

2

1

2

7

8

6

4

8

a

5

3

5

7

3

2

9. a

3.2

3.

6.

6.

8.

3.6

.75

8.6

8.0

7.3

8.C

 i.2

e.6

8.6

g.C

7.6

7.3

7.3

104

18

10

8.6 

8.6

3.L

7.3

7.3

7.3

7.0

7.3

9.8

7.3

111

38

15

13

7.0

.87

718

dO

26

19

IS

8.6

8.6

9.0

7.3

7.0

5.9

5.6

5.6

6.2

7.3 

3.9

3.2

2.8

a. 6

2.7

2.6

2.5

2.4

2.4

2.5

2.5

2.9

6.2

2.4

1.68

4.2

4.8

If

3fa

* "

6.2

4.8

4.4

16

74

20

17

13

7.6

7.3 

9.2

9.2

15

5.0

4. ^

4.5

4.0

4.2

5.9

4.0

4.8

4.4

9.2

74

4.G

.58

4.4

?.8

3.b

3.0

3.2

3.C

3.0

2.9

2.8

2.7

2.6

2.5

2.5

2.6

2.5

26

25

3.4

2.8

2.5

2.3

2.2

2.1

1.9

1.7

2.1

1.9

1.6

26 

1.6

.22

.8

.7

.6

.5

 *

.1

. 1

.1

.1

.0

. C

.0

.4

.0

. 30

.00

."=0

."(J

.80

.90

9.C

13

Z.3

1.3

2.0

143

37

143 

.80

.46

SEPT

4.8

3.0

2.8

2.fc

13

67

12S

28

18

11

',.8

3.8

3.2

2.4

1.8

1.7

1.6

1.5

1.4

1.4

1.4

1.4

2.0

J.I

1.9

1.6

L. 5

12= 

1.4

.56

Note.--Discharges below about 50 cfs computed from once-daily wire-weight-gage readings.

DISCHARGE, IN CUBIC FEET PER SECOND, hATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1z

3

4

5

6

7

8

q

10

11

12

13

14

15

16

17

18

19

20

21

22

23

^4

25

26

27

28

29

30

31

MEAN

MAX

MIN

IN.

1.4

1.1

1.7

1.6

2.0

1.8

1.8

Z.6

2.6

2.2

2.2

2.1

2.1

2.7

3.0

3.0

2.6

2.4

2.1

4.5

5.9

2.9

Z.4

2.1

2.1

2.2

2.2

2.1

2.6

2.4

2.2

2.4L

5.9

l.l

.13

2.1

2.1

2.1

2.1

2.0

2.2

2.2

2.5

2.5

2.4

2.1

2.1

2.0

2.0

1.9

2.4

6.2

7.0

13

55

49

15

li)

10

8.0

7.3

17

13

8.6

7.3

______

8.70

55

1.9

.45

.6

.5

.6

.2

.5

.0

.0

: .8

.8

.8

.2

,5

.2

.C

.0

.2

.5

.5

.6

.2

4

3

21

12]

5

2

2 :

56

42

4

3

43.3

367

3.8

2.60

31

60

4

1

7

2

5

0

8

6

3 3

4

3

6

0

8

4

 7

1

0

2

3

2

5

3

Z

6

8

4

2

3

45 3

3 3

8

2. 4

27

25

IB

16

16

15

15

14

13

13

13

16

16

15

14

13

11

258

88

35

29

20

17

49

29

24

21

13

 

 

- 

30.6

258

11

1.49

I 2

0

9

6

I 8

7

2

9

7

5

2 5

4

8

3

8

7

5

7

5

3

10

9.8

9.8

9.8

9.8

9.8

9.2

9.2

8.6

8.6

7.3

:3.t>

215

7.3

1.81

.3

.0

.6

.9

.2

9

2

I

1

1

.8

1

I

.3

.2

.9

.6

.5

.4

.8

.5

.4

.0

.0

.0

.8

: .6

.4

.3

.2

_____

9.89

94

3.2

.52

IN .40

3.2

3.0

2.6

2.7

2.7

2.7

Z.6

2.6

2.5

2.6

2.5

2.4

2.3

2.1

2.1

2.1

2.1

2.2

2.4

2.7

2.7

4.2

5.2

3.2

2.8

2.2

2.1

2.7

2.5

2.3

2.2

2.66

5.2

2.1

.14

.1

.a

.9

.0

.9

.9

.8

.8

.7

.7

.6

.6

.6

.7

.B

.2

.2

.2

.9

.0

3

2

.0

4

4

.3

.4

.9

.2

.6

 

7.36

42

1.6

.38

3.9 5,9

2.5

2.3

2.5

2.4

2.2

1.7

2.2

1.9

2.2

1.8

1.7

1.6

1.4

1.4

1.3

1.3

1.3

1.3

1.2

1.1

1.9

2.5

17

7.0

1.5

1.0

.90

.80

.80

2.49

17

.80

.13

.60

.70

.50

.70

.73

.60

.50

.60

.60

.60

.60

.60

.60

.60

.50

.50

.40

.40

. 0

4.

f

,

f

. 0

^

,

. 0

.80

.80

1.16

7.6

.40

.06

.70

.90

. C

. 0

1.

1.

1.

1.

. 0

. 0

. 0

. >0

, o

. c

. 0

1.

2.

2.

1.

. 0

. 0

. 0

. r

. C

. 0

. 0

. c

. 0

. 0

. 0

 

.98

2.7

.60

.05 

58

Bate. Discharges below about 50 cfs computed fr nee-daily wire-weight-gage readings.
RED RIVER BASIN 

7-3540. Little Sandy Creek at Kisatchie, La.--Continued

7

e

10

u

13 

14 

IS

17

21

22

.4

_6 

^7

3- 

31

TOTAL

*FAN 

MAX

CFSM 

IN.

CAL YR

.50

.5.:,

.5L 

mbU

.5-

.5J

. 5u

.50

.50 

.60

.5u 

.5J

,5>J

.5-:

.50 

.7j 

.70 

.7-

.5t

.1.3

1. j 

.70

l.t

1.2 

i.l

1. 1 

1.7

l.H

1.1

.= 1;

1.5

l.t 

1.7

3.2 

5.;

2.5

1.62

-.1 

-. 1

35 

 t.5

...

o.C

4.b 

t.5

IS 2 . <j

6.i9

. 3J

H.4 

"*.4

4. B

27

1J 

il

Ib

o.«!

5.2

 ».4 

4.5

Iti

7.0

1C7

14 

15

^.2

607. B 

ls.(>

1..JO

11 

7.U

55

20 

3. a 

7.6 

5.2 

4.5

4.4

7.3

45

16

5.B 

12 

7.6

5.2

24

22

13

8.6

7.3

5 .-0. 7 

17.3

. !7

1,040 

74

18 

11

>-.8 

3.2 

7.6

3.6 

18 

122

7.3

4.5 

4. G 

114

11

4.d

3.6

3.2 

3.0

52.4 ".-<.

L.ii

31 j ^

2.7 

3.0

^Cd

86 

33 

15 

1C

f.t

B.6

148 

32 

1?

5.6

6.6 

5.9

3.9

2.5

332 

138

20

16

1,264.4 

42.1

2.20

IN .50

13 

13

10

9.2 

7.3 

6.6 

6.2

5.6

4.5

4.4 

4.4 

4.4

4.4 

3.9 

3.8 

3.8

3.3

3.3

3.0 

2.9

3.y 

3.2

 

5.74

.27 

.31

3.2 

2.8

2.6

2.5 

2.2 

2.2

2.1

2.1

2.">

2.C

l.e

1.8

2.C 

2.2

2.1

2.0

l.B

2.C

1.7 

1.7 

1.7 

1.9 

2.2

2.14

.10 

.11

2.8 

3.6

2.C

1.7 

1.7 

1.7 

1.5

1.5

1.4

2.0 

1.3

1.3

1.1

1.1 

.90

.<50

.90 

I.'.'

1.0

.80 

1.0

1.0

.w

45.11 

1.45

.07

.08

.53 

.80

1.8

2.2 

2.1

. 70 

.63

.60

.60

.60 

.7C

.ae

5.6

87

2.6

12

4,5

4.4 

4. R 

3.6 

2.9 

2.5 

2.5

112.50 

6.21

.29 

.33 

382

2.2 

1.9

2.2

3.0 

3.C 

1.°

?.o

1.7 

1.8

1.5 

1.4 

1.4

1.4

2. 2 

2.C

2.0

1. 1

.«C

.SO 

.60

.BO

l.B 

1.5 

1.5

5^.80 

1.6<J 

3.0

.08 

.09 

101

-Dischargee below about 50 cfs computed from once-daily wire-weight-gage readings.

DI3CH4PGE, Jil CUBIC ^ET PER SECOND, WATER YEAK OCTOBER 1564 TO SEPTEMBER 1965

i

3

5

7

11

12 

13 

14 

Ib

x7

20

21 

22 

t3

25

26 

..7

MEAN

«IN 

CFSM 

JN.

ki»T YS

l.J

i.3

. B'j

. ej

.bi}

.70 

.7.

'bj

±

.60

.65 

l.J

-i-4

.60

. CO 

.7.,

.-0

1..

1.1

1.2 

1...

3.- 

1.7

5.3

1. .1 

15

. 10

3.3 '6.1

31 

7.1

37t

13j

\3

7.3

5.9

3.C

12 

7.3

::;

3.L

J.C

25.0

1.17 

1. 35

2.8

7. 3

4. 7

3.B

3.2

2.-J

4.C 

4.0

2. a

Z.5 

Z. 5

2.3

476 

206

5.5

4.8

».a

4.8

27.2

1.^7

3.5 

3.3 

3.2 

3.2

3.2

4.2

646 

281

llfl 

114

33 

14 

10

JO 

13

9.8

6.4 

5.2

5.2

66

B.I

3.1

_____

54.5

2.55

70

1 =

10

f.b

7.7

9.4 

3B 

60 

13 

3.0

30 

15

6.3

5.7 

5.5 

5.5

5.2

139 

27

7.1

=63

SB. 3

5.2 

2.72

963 ( 

30 

10

in 

7.7

7.7

7.3

fc.2

5.7

5.0 

S.5 

4.7 

4.5 

4.0

3.b 

3.3

2.8 

2.4 

2.3

2.0

2.4

2.2

2.0 

1.9

6.87

1.9 

.32

IN .5C 

IN .30

l.B 

1.8

l.B 

1.7

1.5 

1.5

1.4 

1.2

1.3 

1.2 

1.1 

1.2 

1.1

1.3 

1.2

1.2

1.7 

1.5 

2.9

2.0

1.8 

1.5

15 

3.0

2.63 

19

1.1 

.12

CFSM

.1

.0 

.B

.3

.3

.0 

.3

.2

.0 

.6

.4 

.2

.0

.<JO 

.90 

.90

.90

1.5

.90

1.0 

.60

1.37

4.7

.60

.06

Bl

69 IN

.70

.6C 

.60

.fC

.7C 

.6C

.-0 

. 7C

3.0 

I.ft 

1.0 

2.0

. 0 

2.

. 0

. 0

. 0

. 0

. 0

. c

1. 

1.

3.0

.50 

.05

£1

9.35 t

.6" 

.40 

.40 

.30

.30

1.6

.90

.60 

.60 

1.6

3.r

. ?o

.30 

.40

.30

.=0 

2.3 

1.8.

2.1

1.6 

1.1

.30

.90

1.14

D.3

.30

.05

7?

C-FT 10, ( 

C-FT 11,

.60 

.5C

.60 

.60

.5C

.5C

.40 

4.5

4.C1 

2.1 

1.4 

1.2 

l.C

.80 

.90

1.3

2.1 

117

20

4.8

3.3

3.0

2.4 

2.5

197.60 

6.59 

117

.40 

.31 

.34 

392

80 

50

Note. Discharges below about 50 cfs computed fr once-daily wire-weight-gage
RED RIVER BASIN

7-3545. Horsepen Creek near Provencal, La.

Location.- Lat 31°36'05", long SSlg'OS", in SW£ sec.9, T 7 N. , R 8 W. , near left bank on dm/me tr 

si'rte of bridge on State Highway 117, 3! miles south of Provencal and af miles upstream from 

Sulphur Branch.

Eralnage area. 5.27 sq mi.

Records available.--September 1949 to September 19R5.

Average discharge. 16 years, 4.82 cfs (3,490 acre-ft per year).

Extremes.--Haxlmums and minimums 'discharge in cubic feet ppr second, gap-p hpight tr feet). 

discharge (*) and peak discharge

Date

Oct. 5, 1960 

Nov. 9, 3960 

Jan. 7, 1961 

Jan. 13, 1961

Feb. 20, 1961 

Mar. 17, 1961

Ttm»

1400 

1300 

0900 

0900

1930 

030n

pi scharge

288

670 

1,160 

306

590

53H

Gage 

height

7.94 

9.08 

10.16 

8.01

8.92 

8.75

Date

Mar. 29, 1961 

Sept. 13, 1961

Dec. 11, 1961

Apr. 11, 1962 

May 1, 1-362

Time

2330 

0400

1500

2230 

0430

Discharge

£47 

* 1,220

* 818

520 

330

Gage 

height

7.75 

10. Zf

9.45

8.69 

8.10

Date

Dec. ?P, 1962

Mar 2, 1964 

Apr- 26. 19E4

Mar. 30, 1965

Time

2200

0530 

] £00

1445

Discharge

* P05

405

* P70

* ?R7

5age

height

7.4?

8 57 

9.11

7.85

Water year

1961

1963

Annual mi

Date [ DiFnV, a r,ge,

Severs 1 days °.40

Aug. 12,13,23-31 0

nimum discharge, water y

Oage height | Water year

a 2.16 || 1964

;ars 1961-65

Date

Many days

Pic "targe

0.10 

0

Oage heigh*

c 2.1

a Occurred Oct. 4, 1960.

b Occurred Aug. 13, 14, 15. 19. 19K2.

c occur-r=d Oct. S-lfi, 19K3.

194°-65: Maximum discharge, 1,910 cfs May 18, 1953 (gage height, 11.8? ft); m flow Sept. ] 6 

to Oct. 2, 1956, and part of each day Hug. 12, 13, 23-31, 19R3 (result of temporary flam urstreqml 

and several days In 19R5

Remarks. Records good.

Revisions (water years).--'*rSP 1731; 1954. Revised figures of discharge, in cub!'1 feet ppr second, 

for "the water year ] P C 4, =upprsod1 ng those published in WSP 1711, are Biven hp^c-with:

July 19, 19^' .... 0.2 Hug. Z,

SI .......... .3 3.

Month

September. ................ .......

Water year ! QI; "5-54. .... ....... 

Calerfl^r yea" IP'54 ... ..... ..

1954..... C

Cfe day=

 ".2

-

.4 Au

Maximum

.7

59

g. 15, 19E

Minimum

4.... C

Mean

.24

2.41

.: E

0

Per 

=quar"

.046

.457

ep<-. 2, 1954. .... 0.]

Runoff

Inches Acre -feet

.05 14

6 21 1.7SQ
RED RIVER BASIN

7-3545. Horsepen Creek near Provencal, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

c

It,

11

1^1J

Ib

17

le

19

20

.a

22

23

24

25

26

n

28

2 a

3LJ

31

MIN 

CFSM 

IN.

.60

.4J

.40

.53

37

 t.'i

4.1

1.9

1.2

.90

.bO

.7J

. 7v

1.0

1.7

4.1

2.1

1.3

1.1

l.t

.SC

.90

9.5

4.1

3.1

16

7.9

3.4

.40 

.70 

.SI

1.3

l.J

l.C

.90 

.S3

.40

.90

1221-;

5.3

4.1

3.3

2.6

3.6 

18

7.1

L3

15

25

17

7.4

5.u

4.0

3.5

3.0

2.6

2.5

 

.90 

2.14

n 

2.2

2.1

4.2

2.9

31

25

35

27

7.7

b.O

U

4.2 

3.6

3.2

3.1

2.6

2.4

2.3

2.3

2.3

2.3

3.2

6.0

15

9.2

64

2.1

14

7.1

4.°

3.6

54t

111

33

IS

14

12

125

15

a.i

7.2

7.0

6.3

5.6

5.4

5.3

65

32

15

1C

e. 5

7.0

6.2

5.6

3.6

5.6

18

10

23

35

10

7.2

6.0

5.3

4.8

4.6

4.1

92 

39

25

209

1C8

59

19

12

9.5

7.9

7.9

15

 

 

_____

4.1 

5.17

7.5

5.8

5.6

5.3

4.8

6.3

4.0

3.8

3.8

3.7

3.5

3.1

258 

31

18

67

16

10

7.0

5.8

5.2

4.9

12

6.8

40

104

38

258 

3.1

4.30

13

7.9

6.4

4.2

3.9

3.7

65

8.9

37

36

11

5.6

4.0 

3.6

3.4

3.3

2.9

2.6

2.4

2.3

2.2

3.9

2.8

2.2

2.0

1.9

_____

65 

1.9 

1.67

2.8

5.4

2.8

1.8

1.6

1.6

2.1

1.6

1.4

1.3

1.2

2.7

1.2 

1.1

1.1

1.1

1.1

1.1

1.0

1.1

1.4

11

3.2

1.6

1.2

1.0

1.0

11 

1.0

.90

.80

.80

.70

.60

.60

.60

.60

.90

7.3

5.0

2.0

7.2

44

25

15

3.9

2.3

1.7

1.4

16

25

4.6

2.4

1.8

1.4

 

44 

.60

1.3

1.7

1.4

.90

.90

.90

2.2

1.9

1.6

2.5

1.6

1.2

2.0 

1.2

1.0

.80

.80

.7C

.80

1.2

1.2

.90

2.7

2.7

1.2

1.0

1.4

2.7 

.70 

.26

85

1.0

.80

.8D

3.2

4.3

1.5

1.0

.80

.90

.70

.70

.90

3.6 

1.3

.90

.70

.60

.60

1.7

1.2

.80

.70

.70

.70

.70

.60

.60

40.50

4.3 

.60 

.25

.60

.60

.7C 

1.4

.80 

.60

.60

.60

.50

.40

28

170

448

11

5.4 

4.3

3.6

3.1

2.8

2.6

2.4

2.3

2.2

2.1

2.1

3.6

2.3

2.0

 

733.90

448 

.40

CAL YR 1960: TCTAL 1,644.50 AC-FT 3,260

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

I

4

5

7

S

10

11

12

13

14

15

it

17

ie

l^

20

21

2^

21

2t

2=

^b

27

28

2?

MEAN 

MAX

MIN

CFSM

IN.

1.9

13

2.1

L.5

.3 

.1

.C

.1

.«

. 9u

.81,

.bO

.7u

.6L

.60

.6C

.7t

 7u

.60

.6U

.63

.7u

.7i

.60

.60

. 63

.70

1.42 

13

.6,:

,il

.31

.30

1.1

1.7

6.9

2.7

.90

 9G

.0

.4

.4

.a

.8

.6

. 9

. 0

.5

.4

1

. 3

.3

.6

.2

.1

.0

.0

2.83 

13

.90

.54

.60

1.9

1.8

2.C

2.7

14

48

21

219

73

16

32

23

42

112

31

14

a. 8

7.3

o.a

5.4

4.9

4.4

4.4

4.4

3.9

3.4

219

1.6

4.44

5.12

3.2

2.9

18

64

9.4

5.8

5.5

4.6

4.2

4.1

25

45

12

7.5

27

18

9.4

7.2

7.2

138

30

18

23

24

11

8.3

138

Z.9

3.43

3.95

5.8

5.2

4.9

4.8

4.1

3.9

3.5

3.4

3.3

3.3

3.2

22

15

6.5

31

18

7.3

".2

16

8.6

6.3

4.9

4.4

30

59

_____

59

3.2

2.01

2.09

588

18

11

7.0

5.5

4. S

4.9

5.2

5.2

3.9

3.4

3.5

5.5

3. a

3.3

3.0

3.0

3.1

3.8

2.9

2.7

2.6

2.6

2.3

2.1

2.1

2.1

16

2.1

.85

.sa

2.0

1.8

1.7

2.5

3.4

1.9

1.8

97

81

9.4

5.6

4.1

3.*

3.1

2.8

2.6

2.1

1.9

1.9

1.8

1.9

3.5

2.1

21

9.4

3.5

97

1.7

1.80

2. 01

117

11

4.4

3.6

3.0

.1

.9

.8

.7

.6

.6

.9

.9

.7

.5

.4

.4

.4

.3

.2

.2

.2

1.0

.90

.90

1.2

117

.90

1.14

1.31

1.5

2.4

8.3

2.6

1.6

3.1

2.3

1.5

1.8

1.3

1.2

1.0

.90

2.6

9.1

4.8

1.9

1.4

1.2

1.0

.90

.90

.80

.9C

3.7

2.3

9.1

.80

.45

.50

1.4

1.2

.70

.60

.60

.60

.60

.50

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.40

.60

.50

.40

.40

.40

.40

.40

1.4

.30

.10

.11

.30

.30

.30

.30

.20 

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.80

.40

.60

8.0

1.1

.60

.60

7.0

8.0

.20

.17

.19

1.1

.80

.60

.60

2.2 

13

1.8

1.4

1.0

.80

.70

.70

.70

.60

.60

.60

.60

.50

.40

.40

.40

.40

.40

.60

1.0

.60

.60

13

.40

.25

.28

78
RED RIVER BASIN 785

7-3545. Horsepen Creek near Provencal, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

4 

5

7 

d 

9 

10

11 

12

14 

15

IT

18

2l/

21 

22 

23

24 

25

20

2b 

29

30

MEAN 

MAX 

MIN

IN. 

AC -FT

.50 

.50

.40 

.40

.40 

.40 

.40 

.60 

.60

.5C

.40

.4C 

.50

.60 

.50

.60

1.3

5.6 

1.2

.60 

.60

.65

.50 

.60 

.70

.74

5.6

.16 

45

.to

.5L

.60

.60

.60 

.60 

.70 

1.0 

.60

.70

.70

.30 

.8 

.3

.0

.0

.2

.2

.2

.1 

.4

1.51 

7.0

'cc

1.2 

1.2

1.0 

1.0

.90 

,9C 

1.0 

1.0 

1.0

1.0 

1.0

l.C 

1.2

1.2 

1.2 

1.2

L.3 

3.7

3.7 

5.2

2.9

45 

44 

5.9

4.73

 .5

291

3. I

3.1

2.5

6.0

4.7 

3.1 

2.4 

2.1

1.5

1.9 

1.7

1.4 

1.4

1.4 

1-.6 

3.3

3.7

2.3

2.4 

2.1

2.3

1.8 

2.2

3.0

2.90 

0.3

173

.5 

.3

.2

.0

.8 

.7 

.7 

.6 

.7

.1 

.1

 6 

.0

.7 

.7 

3

3.8

5.0 

3.6

8.4 

4.8

4,4

3.3

4.98 

31

277

2

Is

.4

.6 

.4 

.3

.1 

.5

.2 

.2

.2 

.1

.4

.3

.2 

.2 

.1

 ^

3.15 

21

153

.90

.90

.90 

1.0

16 

4.0 

2.0 

1.5 

1.2

.9C

.90

.60 

.60

.60 

.50 

.50

.70

.60 

.60

.80 

,6C

.60

1.41 

16

34

IN . K

.50 

.40

.40 

.4C

.40 

.4C 

.30 

.30 

.30

.30 

.30

.30 

.30

.30

.30

.40 

.40

.30

.7C

.80 

.40

.38

.80

.03 

23

CFSM .

.30 

.30

.30 

.30

.30 

.30 

.30 

.30 

.30

.3C 

.30

.30 

.30

.40 

1.2

.90

.30

.30

.40 

1.6

.45 

1.6

.10 

27

33 IN

1.8 

2.8

.40 

.40

.40 

.30 

.30 

.4r, 

.40

.30

.30 

.20

.20 

.20

.20 

.20

.30

. 3D 

.70

.50

.45 

2.8

.10 

28

4.5C (

.30 

.20

.30 

.20

1 20 

.20 

.2'! 

.30

.20 

.10

.20

.30

.20 

.20 

.20

.40 

.30

.10 

.10

.10 

', 10

,1~-

.40

.C4 

12

C-FT i,2t

,2C. 

.2'

.20

.2U

.7f 

.3C

.30 

.30 

.20

.1C 

.10

.30 

.3C

.30 

.40 

.50

.20 

.10

.2C

.20

.^t

.2C 

.2C

.25 

.7P

.It

.C5 

15

OISCHARGfc, liv CUBIC FtET PEP SECUNO, KATtR YEAR ICTOBEP 1=63 TO SF.PTEM6ER

1

2

3

4

5

6

7 

8

11

i2

13

it

ie>

it

17

it

i20

2L

22

23

24

25

_t

27

26

2^

Jl

TOTAL

ME4K

MAX

MIN

CFSM 

IN.

AC-FT

.20

.20

.20

.10

.U

.10

. 1J

.10

.11.

.lo

.1..

.lu

.10

. U

.1C

.1C

. lu

.lo

.10

.1C

. i J

.2u

.20

.£o

.20

.2C

.2C

4.3J

.14

.2J

.Isl

3.1

.30

.30

.30

.30

1.3

.50

.30

.24.

. Z<.

.2t

.iu

.20

.20

.20

 30

. 3U

,4u

5.1

2.3

.70

.50

.in

.40

. --C

l.J

.70

IS. To

.66

5.1

.14

3 =

.5L

.60

,bL

. &C

.5L

.4C

.4L

.71.

1.-

1.6

3.2

1.7

l.J

. 8t

.7C

.7L

3.8

t. <

1.4

. 7<.

.01

.nt

. 6L

.oC

.6C

34. 6l

1.12

0.5

 24

ov

.60

.60

.60

.60

.60

1.0

1.3

1.1

1.9

1.3

.sr

.61

25

15

4.3

2.6

1.7

1.3

1. L

1.1

3<1

11

4.2

2.O

2.C

1.6

1.4

1.4

13C.8J

4.22

32

.92

t5^

1.4

1.2

1. L

. 70

5.6

3.4

1.9

.90

1.1

1.4

3.8

.-'.B

l.b

2.6

1.9

1.4

1.2

1.2

1.1

1.5

7.8

3.4

2.4

2.0

1.5

 

5s. hj

2.06

7.8

.42

118

1.5

128

20

7.C

4.5

3.3

3.2

2.3

2.'<j

5.3

13

4.L

2.7

18

7.'.

3.4

2.5

2.1

2.1

2.4

2.1

1. fi

2.0

1.8

1.4

1.3

263.8

8.51

HR

I. til

523

1.3

1.3

1.3

1.2

33

18

7.4

1.7

1.6

61

LI

4.8

3.1

2.8

5.5

3.3

2.2

1.9

1.4

1.3

1.0

1.4

Ie7

40

9.1

4.3

3.2

39B.7

13.3

167

2.81

7,!

2.5

3.4

2.4

L.7

1.4

1.4

1.2

.7G

.60

.60

.6v

.60

.6 ,

.63

 6U

.ftO

.61.

.60

.60

.60

.60

.60

.60

.60

.50

.70

1.0

8 a*'

37. 8C

1.22

3.9

.27

75

1.7

.sr

.50

,4n

.30

.2C

.20

.20 

.20

.20

.20

.20

.20

.20

,y

.20

.2C

.2r

.20

.20

.20

.20

.23

.2C

. 20

. 20

.20

. 20

8.81

.29

1.7

.06

17

.;c

.40

.60

.50

.iC

.40

.4C 

.30

.20

. 20

.«'

.40

.30

.20

.20

.20

.2C

.20

.20

.3C

. 50

.20

.2r

.2C

.20

.20

.20

.2C

</.ic

.29

.60

.C6

13

.2c

.20

.10

.10

.10

.1.

.11

.20

.2C

.LO

.20

.60

.70

.50

 f<G

.7C

l.C

. 7C

.4C

. ii

.6C

.6<J

.50

.40

.70

.50

.40

.3T

M.TC

.38

1.0 

.10

.17

.08

23

SEPT.

,3C

.20

 2C

.2C

.2P

.2C

.20 

.2: 

.20

.?C

.1C

.1C

.1C

.10

.1 J

.1C

.5C

. 3 n

,2u

.2C

,2f

.2r>

.2<~

.1C

.ir

.10

.2f.

.20

.20

5.6U

.19

.50 

.1C

.04

.04

11

HAT YR 1964: TuTAL *a4.5u
RED RIVER BASIN 

7-3545. Horsepen Creek near Provencal, La.--Coii

1

3 

4

5

7

9 

10

11 

12

It

la

2U

21 

22

24

27

28 

29

JO

MEAN 

MA*. 

MIN

IN.

.20

.20 

.10 

.10

.10

.20

.20

.lu

.2t

.«:>/

.20

.20 

.20

.20

.20 

»2C

1 20

.19 

.30 

.10

.04

.2n

.20 

.2G

.70

. 3u 

.2U

.30

.4C

.30

.80 

.4C

.50

.60

.90 

.50 

.40

.40 

.90 

.20

.40

2.1 

.7C

.40

.<H/ 

13

11

1.3

.70

'*> *

.6C 

.70

.5L

.40

.40 

.41

1.35 

13 

.40

.40

.70

.60

.50 

,t>0

.50

.40

.4C

.40 

17

1.3

.50 

.50 

.50 

.50

1.27 

17

.40

.,(,

.40 

.40

.50

0.1

15

28

 3.4

1.5

1.2

1.9

l.C

.90 

.BO

13

1.4 

1.2

3.60 

28 

.40

.SO

.80

,6u 

.80

l.C 

2.C

1.4

l.e

.fit.

.80

Iw

3.6 

2.6 

15 

160

16C

.70

60 ^

-

.8 

.3

.9

.5 

.4

.3 .1 '

.91

.60

.6C

.40 

.40

.26

.50 

.40 

.20 

.20

1.44

S.4 

.20

IN 0

,2C

.10 

.10

.10

.1C

.1C

.lu 

.1C

.10

t .

.1C

i,3

.60

.70

a. 9 

5.9 

7.3 

1.3

8.S 

.10

.6C

.40 

.30

.30

.2C 

.2C

,2C 

.20

-.20

3.6

,30

.2C 

.20

.20

,20

.2C 

.20 

.1C

.41

3.6 

.10

J».

.«

.13 

.2n

.20

.10

.10

.1C

.10

-20

10 

10

0 

0

-1C

.30 

.20 

.20

.14 

.40 

0

0 

0

0 

0 

0

.60

1.1

.^t

.20 

.80

. fcj

.1C

.10 

-1C

.40 

.50

,2C 

.30 

.30

.20

.39 

1.9

0

.1C 

.1C

,LC 

.1C

0

c

c

3.2

2.4 

.51.

,2C

.10

2.6

1.6 

= .7

5.1 

1.1

.30 

.30 

.20 

.30

9.7 

.15
RED RIVER BASIN

7-3550. Hpmphlll Creek near Hot Wells, La.

Location. I at 31°17'50", long 92"44'10", In SEfcNWj- sec. 25, T.4 N. , R.4 W. , near left hank on do 

 s tream side of bridge on Htate Highway 1200, a quarter of a mile upstream from Dyer Creek anrl 

3! r-ilps southwest of Hot- Wells

Drainage area.--1S.P sq ml .

Records available. --October 1918 to September 1964 (discontinued).

Gage. -- ¥?tor-stage re^ofler. Ditum of gage is 87.78 ft above mean sea le"?l , datum of 192°-, supr 

mentsrv ^<J,1us*mPnt of 1941.

Average discharge. 16 years, 27.2 cfs (19,690 acre-ft per year).

Extremes, Maximums and minimums (discharge in cubic feet per second, gage height in feet)

Annual maximum discharge (*) and peak discharges above base (700 cfs), water years 1961-64

Date

Dec. 31, I960

Jan. 7, 1961

Jan. 13, 3961

Feb. ! >, 1961

1830

2050 l^'~-

~

Discharge

735

2,200

1.710

Gage

9.14

10.93

10.51

_

Mar. 17, 1961

Sept. 12, 1961

Nov. 23, 1961

0300

2000

OPOO

* 2,640

2,140

94O

Gage 

height

11.35

10.90

9.55

Date

Dec. 17, 1961

Nov. 21, 1962

Mar. 2, 1964

Time

.

0200

1600

Discharge

* 1,800

* 68O

* 3,830

Gage 

height

.

9,00

10.58

Annual minimum discharge

Water year

10K1 

19K2

Date

Oct. 1». I960 

Aug. 13,14, 15, 1962

Discharge

7.4 

7.0

Oage height

1.82 

1.68

Water year

1963 

1964

Date

Aug. 5-7,18,19,1961 

Sept. 15, 16, 1964

Discharge

5.3 

5.4

Sage height

a 1.43

l.?R

1948-64: Maximum d <<» charge. 8,3?° cfs Apr. 29, 1953 (gage height, 15.51 ft); minimum, 5.3 cfs 

Aug. 5-7, ]9. 19, 19R3; minimum gage height recorded, 1.28 ft Sept. 15, 16, 1964.

Remarks. --Records good =xcept tho^e for period of no gage-height record, which are fair. During 

pp-r" -irfo nf Mgv flow tbere 1s <m interchange with Dyer Creek above the station.

IN CUt': FFtT SECOND, hATER YEAR OCTOBER 1960 TO SEPTEMBER 1"61 

JUNE

J

7

I, 1 '

11

12

i j

14

15

1(3

17

19

20

22

23

24

75

26

27

;e

29

3L

31

MEAN 

MAX MIN

".5 ] ' 

e.- 11

b.

m 

8,e

7,7

7.b

^ , ^

7.5

^ . 1}

7.8

f.8

5*

'4

8. Z 

7.5

7.8

7.0

12

'-6

3.7

51

fit.

42

" '.4

ttu

' 5

1?

ri

9.^

!x

-

1. 6

11

11

ll

13

i:^

1111u

9.7 

J.7

1 7

<'

- 7

9

tj

B

'-

3

1

4

1'J \ rg

10 1 1

- -I 33

21

l.f, :.?

24

20

2?

.'75 

64

38

33

30

743

131

"4

35

31

28

26

^

48

21*

46

3h

32

30

3<j

^

r 61

20

27

23

22

32

24

?3

20

19

19

18

13

22

300

100

f r;

7OC 

I0j

60

 SO

45

40

f. a

_- 

 

______

6UU

18

3C 40 16 C " t ir 

X 35 !< 1C 'I .jo -1

'*"

26 

22

20

2C

2C

20

1*

18

1 C S3

1.77C

10C

2CC

50 

^5

30

25

36

6C

ICO

7C

2-50

150

1.770

16

30

20

20C

70

3C

46

29

20

le

17

16

16

16

15 

15

15

15

14

14

14

14

14

_____

2CQ

14

13 '0

14 

14

13

13

i.3

12

12

31

15

14

12

12

12

15

42

23

13

13

12

12

11

11

42

11

".<J 

9.4

11

11

15

36

18

13

11

11

22

132

14 

12

LI

32

112

22

14

12

11

______

132

15. c

11 11 8.

11 

18

" 

'6

IB

17

22

14

12

12

S.Q

0.4

5.3 

9.7

10

T.7

3.4

9.1

23

21

23

14

3B

a .l

17 

10

9-S

0.3

r.l

Q« '

i

0

3

2

1

1

0

7

4

1

9.9

3

0

2

0

5.7

39

9.1

6. 

8.

" 

174

1 , 20C

S 36

5 =

29

2L

18

15

15

14 

13

13

1 3

13

13

13

12

12

______

70.2 

1.2CO

8.3

CAL YR L36j: TJTAl 9.406.2 MEAK 25.7 MAX 462 WIN 7.2 AC-FT 18.660
RED RIVER BASIN

7-3550. Hemphill Creek near Hot Wells, La.--Continued

DLSCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

i

^

j

4

5

o

7

8

9

10

1

2

3 

4

5

6

7

d

9

0 

1

2 

3 

4

5

7

a

9

C

1

ME N 

MA

MI

AC-FT

OCT.

1

1

^

I

i

I

1

1

1

1

1

1

I 

I

1

I

1

I

1

1 

1

I 

1

1

1

1

1

I

1

17

10

7 la

NOV.

11

14

JB

16

14

15

It

12

11

11

11

a

L21

S7

,5

23

IS

17

16 

i5

129 

341 

35

22

20

18

17

16

 

341

11

2 , SOL

oec.

1C

16

10

16

18

ie

la

2C

71

116

4c

20C

J5

161

60

ICC

500

56

25 

22

19 

17

15

15

14

18

17

16

15

500

14

JAN.

15

\<>

10

30

250

50

25

23

24

26

21

2C

32

176

38

27

SI

00

34 

27

25 

25 

24

22

36

46

28

22

20

250

15

FEB.

a

8

7

7

7

6

5

5

5

4

4

4

4

6

8

5

5

9

4 

5

5 

6 

5

5

16

21

 . 

 

 

25

14

MAR.

27

12

APR.

15

13

12

12

12

13

12

12

12

12

16

SO

17

13

12

12

12

12

U 

U

11 

11

12

11

72

16

13

 

80

11

MAY

220

34

19

16

14

14

13

13

12

12

12

12

18

13

12

11

12

11

11 

11

11 

11

11

10

10

1011

11

14

220

10

JUNE

30

46

18

82

25

15

12

U

11

11

11

11 

12

11

10

10

11

12

12

10

9.4 

9.6

8.9

8.7

8.7

8.7

10

 

82

8.7

JULY

9.4

8.6

8.3

8.3

8.1

7.9

7.9

7.8

7.5

7.5

7.5

7.4 

7.4

7.4

7.4

7.4

8.2

21

10

8.C

7.8 

7.5

7.5

7.5 

7.6

7.8

7.4

7.3

7.2

21

7.2

AUG.

7.2

7.2

7.1

7.2

7.Z

7.1

7.2

7.2

7.2

7.1

7.2

7.1 

7.1

7.1

7.1

7.2

7.2

7.1

7.1

7.1

7.3 

7.1

12

8.3 

7.3

8.4

86

36

12

86

7.1

SEPT.

10

°.3

9.4

9.7

9.6

26

331

111

23

15

12

11 

11

10

10

10

9.

9.

9.

9.

9. 

9.

9.

9.

9.

9.

8.

8.

331

8.9

. No gage-height record Dec. 12 to Jan. 7.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

i

5

0

7

a

0

1C

1

2

3

4

5

7

«

9

2

3

5

7 

8

9

g

1

ME N 

MA 

M1N

9<

tt.

a.

B.

8.

a.

S.

9.:

S.

8.

B.

6.

U.

A.

9. 

i.

8.

8.

8. 

8.

7. 

7.

7. 

7.

7.

7.

7.

3.7

7.1

7.1

7.1

7.2

7.2

7.1

7.1

7.0

7.0

7.0

7.2

7.2

7.3

7.4

9.7 

8.2

8.3

86

17 

II

9.U 

8.6

11

13

10

i.7

 

2J2

DEC

9.6

9.4

9.4

9.6

i.9

1C

W

10

11}

10

J.9

9.9

1J

10

10

10

10

10

17 

12

144 

86

31

258

40

24

25B

.0

19

21

32

25

24

ie

15

14

13

14

15

12

U

LI

11 

35

36

50

36 

28

19 

14

14 

12

12

16

15

50

1EAN 13.5

14

13

12

10

10

10

9.9

9.6

9.7

11

14

12

10

9.7

9.0 

119

183

36

17 

16

82 

38

20 

18

 . 

 . . 

 

183

MAX

64

32

21

21

21

16

14

13

13

14

15

12

11

11

11

11

11

10

9.4

9.6

0.0 

8.7

8.7

3.4

8.1

64

258

APR

8.0

8.0

7.8

7.6

15

12

9.7

8.9

R.2

7.8

8.0

7.9

7.9

7.6

7.5 

7.5

7.6

7.9

7.9

8.0

8.1 

8.2

8.2

8.0

 

15

UN 7.0 

4IN 5.3

7.9

7.9

7.9

7.9

7.9

7.9

7.9

7.6

7.6

7.6

7.5

7.5

7.5

7.5

7.5

8.0

8.3

8.3

14

8.1

7.8 

8.3

8.0

7.8

7.6

27

AC-FT 

AC-FT

JUNE

7.5

7.5

7.5

7.4

7.4

7.3

7.2

7.2

7.2

7.1

7.1

7.1

7.1

7.1

7.0

8.0

7.5

8.0

7.3

7.5

7.2 

7.1

7.1

7.3

.___

8.0

13,980 

9,780

JULY

7.8

8.2

7.5

7.3

7.2

7.1

7.1

7.8

7.5

7.1

9.8

53

9.6

6.5

5.8 

6.3

6.8

5.R

5.8

5.B

5. 

5.

5. .

5.<

5.

5

AUG.

5.

5.

5.

5.

5.

5.

5.

7.

5.

5.

6. ,

5.

5.8

5.8

5.4 

5.3

5.3

6.3

7.0

6.0

6.0 

6.0

6.0

6.0

6.0

9.4

SEPT.

6.0

6.0

6.0

A.I

6.3

6.1

6.2

6.0

6.0

6.0

6.0

6.0

6.0

6.0

6.5 

7.0

6.3

6.0

6.0

6.0

6.0

6.0

6.0

6.0

7.0
RED RIVER BASIN

7-3550. Hemphill Creek near Hot Wells, La. Continued

DISCHARGE! IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTE^BEP 1964

1

3

4

5

6

7

6

9

1C

2

3

4

5

7 

8

0

1

2

i

4

5

°

8

9

0

MEAN

M1N

6.2

6.2

6.2

6.1

6.1

6.1

6.2

6.2

6.2

6.3 

6.3

6.3

6.3

6.4 

6.4

6.4

6.4

b.3

6.3

6.3

6.3

6.3

6.2

6.1

6.2

6.1

6.4

6.4

6.4

12

8.1

6.&

6.5

8.1

7.3

7.1

6.6

6.6

6.B

7.0 

7.0

7.0

7.1

9.1

11

8.2

7.6

7.5

15

19

10

3.S

7.8

7.8

7.5

7.4

7.5

7.7

6.2

7.7

10 

24

75

24

11 

1J

11

68

22

15

11

11

10

9.u

8.4

7.6

7.3

7.3

e.4

9.1

22

2t

16

K

16

13 

11

9.9

9.4

113

28

It

14

13

13

32

4e

it

1211

10

10

9.5

9.4

23

21

13

11

9.9

9.5

8.9 

9.5

10

10

9.5 

15

10

9.4

8.9

8.6

9.1

78

25

13

11

a.fc

11

13G

50

20

15

12

10

12

1C

10 

10

2C

15

11 

10

13

12

11

1C

10

10

10

lu

10

9.5

9.3

9.1

9.0

8.9

s;

173

33

23

15

12

11 

2C7

40

19

14 

18

13

11

10

9.5

8.9

8.9

153

24

15

13

MAY

11

10

9.5

0.0

8.7

8.5

8.4

8.1

8.0

7.6

8.7

7.6

7.4

7.3 

7.1

6.9

7.0

6.9

6.5

b. p

6.8

6.8

b. 1

1C

9.0

JUNE

1

.6 ' .3

.2

.0 .c

.7

.7

.7

.5 

.4

>.4

.6

.4 

.2

.C

.0

.0

.4

1

.1

.1

.0

.1

.6

h.C

JULY

.2

i.5

.1

.C

.9

.8

.8

.8

.C

.8

.1

.3

.1

.1

.2

.2

.7

.7

.1

.7

.4

1

l

' -

'.a

AUG.

6.6

6.4

4.2

6.2

7.0

6.1

6.0

6.3

6.1

5.8 

5.6

t,.l

5.8

5.9 

6.1

5.9

5.7

7.7

9.1

6.4

5.8

s.a

6.1

P. 5

SEPT.

5.6

5. t

5.6

5.9

6.4

5.7

5.6

5.f

5.6

5.5 

5.5

S. «i

?3 

10

5.8

5.7

5.6

5.6

5.t

5.6

5.6

15

34

' c

P. 10

CAL YR 1963: TCTAL 4,1/91.7 At-FT 6,120
RED RIVER BASIN

7-3550.05. Dyer Creek near Hot Wells, La.

Locatl-di. Lat 31°17'45". long 92°44'00", near center of sec. 25, T.4 N. , fi.4 W. , ne^r rignt bann on 

downstream side of biidge on State Highway 1200, a quarter of a mile upstream from mouth and 

3.0 miles southhcst of Hut Wells.

Lrairrige area.--S. 22 sq mi.

Records available. September 1955 to September 1964 (discontinued).

Gage.--Staff gage read once daily, and crest-stage gage since July 16, 1959. Datum of gage is 

87.78 ft above mean sea level, datum of 1929, supplementary adjustment of 1941.

Average discharge.--9 years, 5.71 cfs (4,130 acre-ft per year).

Extremes.--Maxlmums and minimums (discharge in cubic feet per second, gage height in feet). 

AnmirtJ jiaximum discharge (*) and peak discharges aouve base (100 cfs), water- years 1956-64

Date

Feb. 9, 1956

Mar 16, 1956

Dec. 22, U56

June 28, 1957

Buv. 13, 1957

ftug. 24, 1958

Feb. 2, 1H59

Time

01OD

0300

^uu

0300

2100

1900

1900

Discharge

* 270

125

120

* 130

£70

* 330

* 250

Gage 

height

_

_

_

_

_

-

Date

May 5, 1960

Aug. 30, 1960

Jan. 7, 1961

Jan. 13, 961

Feb. 17, 961

Feb. 20, 961

Mar. 17, 961

Mar. 30, 961

Sept. 12, 961

Time

1000

0300

2200

1700

1000

2000

1100

1400

2000

Discharge

125

* 155

490

370

155

180

* 750

162

490

Gage 

height

9.21

H.41

1U.82

10.40

9.40

9.53

11.35

9.45

10.84

Date

Nuv. 2E, 1961

Dec. 17, 1961

Sept. 7, 1962

Feb. 19, 1963

Mar. 2, 1964

Apr. 26, 1964

Time

2300

1400

0500

0100

1600

1900

Discharge

132

* 430

162

* 89

* 37U

140

Gage

height

9.23

10.55

9.46

8.92

10.35

9.32

Water year

1956 

1957 

1958 

1959 

1960

Date

Aug. 25-28, Sept. 22-30, 1956 

Oct. 12-19, 1956 

Oct. 1-10, 1957 

Sept. 1, 2, 1959

Discharge

1.8 

1.5 

1.8

z'.o

Water year

1962 

1963 

1964

Date

Oct. 11, 12, 1960 

Aug. 19, SO, 1962 

Sept. 29, 30, 1963 

Sept. 8-15, 23-27, 1964

Discharge

2.2 

2.8 

1.8 

1.3

1955-64: Maximum discharge, 750 cfs Mar. 17, 1961 (gage height, 11.35 ft); minimum daily, 

1.3 cfs Sept. 8-15, 23-27, 1964.

Remarks. Records poor. During periods of high flow there is an interchange witn Hemphill Creek 

above the station.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1955 TO SEPTEMBER 195b

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

AC -FT

OCT.

4.0

3.4

3.1

3.2

2.6

2.8

15

3.7

3.0

2.8

2.7

2.7

3.2

3.2

3.1

3.0

2.9

2.8

2.8

2.8

2.8

2.7

2.7

2.7

2.7

2.7

2.7

3.4

3.2

3.1

3.1

104.6

3.37

15

2.6

207

NOV.

2.8

2.8

3.1

3.2

3.2

3.2

3.7

3.3

3.5

3.3

3.1

3.2

3.1

3.1

3.1

3.7

3.2

3 .2

3.2

3.1

3.1

3.7

4.0

4.6

4.6

4.2

3.4

3.4

3.2

3.2

101,5

3.38

4.6

2.8

201

DEC.

8.1

13

4.2

5.1

3.7

3.6

3.4

3.4

3.3

3.3

3.2

3.2

3.2

3.2

3.2

3.2

3.2

7.6

6.3

4.4

3.5

3.0

2.8

2.8

2.6

2.6

2.6

2.6

2.6

2.6

2.6

122.1

3.94

13

2.6

242

JAN.

2.6

2.6

2.6

2.6

2.6

2.5

2.4

Z.4

2.4

2.4

2.4

2.4

2.4

2.4

2.4

2.4

2.4

3.3

2.8

2.7

2.7

30

14

6.4

4.0

3.8

3.6

3.6

3.6

3.6

3.6

129.6

4.18

30

2.4

257

FEB.

3.7

10

47

52

40

5.2

4.4

16

78

14

8.8

5.9

5.4

5.1

11

13

5.7

4.8

4.3

7.6

4.9

4.0

3.5

3.4

3.4

3.6

3.5

3.4

3.2

374.8

12.9

78

3.2

743

MAR.

3.2

3.1

42

8.8

7.4

6.2

4.9

4.2

4.0

3.8

4.2

6.0

5.8

3.8

23

54

7.5

5.4

4.4

4.3

4.0

4.0

4.0

4.0

3.8

3.8

3.8

3.8

3.6

3.6

3.6

248.0

8.00

54

3.1

492

APR.

3.6

3.6

3.6

3.6

7.3

4.0

4.0

3.6

7.3

6.8

3.6

3.6

3.6

3.6

3.6

3.4

3.4

3.2

3.2

3.2

3.2

3.8

3.5

3.2

3.1

3.0

3.0

3.0

2.9

3.0

113.5

3.78

7.3

2.9

225

MAY

3.1

3.6

3.4

3.2

3.0

2.9

2.8

2.7

2.6

2.7

2.7

2 . 6

2.6

z'.e,

2.6

2.6

2.6

2.6

2.5

2.5

2.5

2.5

2.5

2.4

2.5

2.5

2.5

2.5

2.6

2.6

2.6

83.6

2.70

3.6

2.4

166

JUNE

2.4

2.4

2.3

2.3

2.2

2.2

2.2

2 .2

2 £

2^4

2.6

2.6

2.6

2.6

2.8

3.0

3.0

2.8

2.6

2.6

2.4

2.4

2.3

2.3

2.3

2.3

2.2

2.2

2.2

2.2

72.8

2.43

3.0

2.2

144

JULY

2.1

2.1

E.I

2.1

2.1

2.1

2.1

2.1

2.1

2.1

2.1

2.1

2.1

2.1

2.1

2.1

2.1

2.1

2.2

2.2

2.3

2.4

2.6

2.6

2.4

2.3

2.2

2.2

2.1

2.1

2.1

67.5

2.18

2.6

2.1

134

AUG.

E.I

2.1

2.1

2.1

2.1

2.0

2.0

2.0

S.O

2.0

2.0

2.0

2.U

2.0

2.0

2.0

1.9

1.9

1.9

1.9

1.9

1.9

1.8

1.8

1.8

1.8

1.8

1.8

1.9

2.1

2.0

60.7

1.96

2.1

1.8

120

SEPT.

2.0

2.0

2.0

E.3

2.6

2.4

2 2

2.1

2 . 1

2.1

2.0

2.0

2.0

2.0

2.0

1.9

1.9

1.9

1.9

1.9

1.9

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.8

59.4

1.98

2.6

1.8

118

CAL YR 1955: TOTAL - MEAN - MAX - MIN - AC-FT - 

WAT YR 1956: TOTAL 1,538.1 MEAN 4.20 MAX 78 MIN 1.8 AC-FT 3,050

e-height record Feb. 9.
RED RIVER BASIN

7-3550.05. Dyer Creek near Hot Wells, La. Continued 

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1956 TO SEPTEMBER 1957

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

U

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

AC -FT

OCT.

1.8

1.8

2.0

2.5

2.4

2.4

2.2

2.0

2.0

1.8

1.7

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.7

2.8

2.2

2.2

2.2

2.4

2 6

2'.22

2.2

2.6

2.6

62.5

2.02

2.8

1.5

124

NOV.

2.2

2.2

2.8

2.7

2.6

3.6

3.7

2.8

2.4

2.4

2.3

2.2

2.2

2.2

4.4

2.8

2.4

2.0

2.0

1.9

2.4

2.1

2,0

2.0

2.0

2.0

2.0

2.0

2.1

2.2

72.6

2.42

4.4

1.9

144

DEC.

2.1

2.0

2.0

2.0

2.1

2.0

2.0

2.0

2.0

2.0

2.0

2.6

17

5.6

4.1

2.8

2.2

8.2

8.7

8.1

12

74

19

4.1

3.5

3.2

3.0

2.8

2.8

2.6

2.6

211.1

6.81

74

2.0

419

JAN.

2.6

2.6

3.0

2.7

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.8

2.7

2. -8

3.8

4.1

3.1

3.0

2.8

3.2

3.E

86.6

2.79

4.1

2.6

172

FEB.

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

2.8

2.8

5.3

3.6

28

20

4.0

3.7

3.5

3.3

3.2

3.2

3.2

3.2

3.2

 

132.0

4.71

28

2.8

262

MAR.

3.2

3.4

50

10

5.0

4.0

3.5

3.2

3.0

3.0

6.6

35

18

4.8

3.6

3.4

4.8

42

6.4

4.0

42

10

24

30

6.8

4.1

3.8

3.6

3.6

3.6

9.3

357.7

11.5

50

3.0

709

APR.

22

4.5

4.4

27

5.3

4.2 Z'.B

3.6

3.4

3.4

6.8

6.8

3.4

3.4

3.4

3.6

3.4

3.4

3.4

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

4.2

155.4

5.18

27

3.2

308

MAY

3.6

3.2

3.2

3.2

i.2

3.2

3.2

5.7

18

6.0

3.5

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

3.0

2.5

2.5

2.5

2.5

3.0

114.0

3 . 68

18

2,5

226

JUNE

3.0

3.0

3.0

3.0

3.0

2.5

2.5

2.5

2.5

2.5

2.5

2.5

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.5

2.5

2.5

2.5

2.5

2.5

3.2

17

60

6.7

2.9

151.3

5.04

60

2.0

300

JULY

2.6

2 . 6

2.6

2.6

2.6

2.6

2.6

2 .6

2.6

2.6

2.6

2.5

2.6

2.6

2.6

2.6

2.8

4.4

3.6

3.0

2.8

2 . 1

2.6

3.7

3.2

3.0

2.8

2.6

2.5

2.5

2.5

86.3

2.78

4.4

2.5

171

AUQ.

3.5

3.1

3.0

2.8

2.6

2.5

2.5

2.5

2.5

3.0

2.6

2.4

2.3

2.3

2.3

2.3

2.3

2.3

2.3

2.3

2.2

2.2

2.2

2.2

2.2

2.2

2.1

2.0

2.0

2.0

2.0

74.7

2.41

3.5

2.0

148

SEPT.

1.9

1.9

1.9

1.9

1.9

1.9

1.9

1.9

1.8

1.8

2.1

2.1

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.8

1.8

2.0

2.0

1.8

1.8

1.8

1.8

55.8

1.86

2.1

1.8

111

CAL YR 1956: TOTAL 1,556.1 MEAN 4.25 MAX 78 MIN 1.5 AC -FT 3,090 

WAT YR 1957: TOTAL 1,560.0 MEAN 4.27 MAX 74 MIN 1.5 AC-FT 3,090

Note.--Stage-discharge relation indefinite (backwater from Red River) May 10 to June 25, June 28. 

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1957 TO SEPTEMBER 1958

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

BIN

AC-FT

OCT.

1.8

1.8

1.8 

1.8

1.8

1.8

1.8

1.8

1.8

1.8

2.0

2.2

2.2

2.2

2.2

6.7

3.0

2.7

2.5

2.3

2.2

3.2

15

8.0

3.7

3.2

2.7

2.7

2.7

2.7

2.7

94.8

3.06

15

1.8

188

NOV.

2.7

3.1

3.0

3.1

3.2

18

9.0

46

7.8

3.8

3.4

3.7

96

74

8.6

6.0

4.8

42

16

3.6

5.0

13

38

El

13

6.8

5.6

6.5

6.8

6.0

479.5

16.0

96

2.7

951

DEC.

5.8

5.6

4.2

3,8

3.5

19

8.3

6.3

5.1

4.8

4.4

4.2

4.1

5.0

4.4

4.1

3.8

4.1

4.2

4.1

4.1

4.1

4.1

6.8

7.8

5.5

26

8.5

6.0

4.9

191.6

6.18

26

3.5

380

JAN.

4.2

4.2

4.1

4.1

4.1

4.1

4.1

4.1

4.1

4.1

4.2

11

7.0

5.8

4.2

4.1

4.1

4.4

24

44

8.1

26'

14

5.5

5.8

4.6

4.6

4.6

4.2

242

7.81

44

4.1

480

FEB.

4.2

4.1

4.1

4.1

4.2

4.2

4.1

4.1

4.5

4.4

4.0

4.1

4.5

12

5.0

4.2

4.0

3.9

3.9

3.9

3.9

4.5

4.7

4.7

5.2

25

6.0

 

149.6

5.34

25

3.9

297

MAR.

4.2

3.8

3.8

12

31

22

8.9

5.1

5.7

5.1

10

18

6.7

6.5

5.0

6.2

5.6

6.0

5.3

4.8

4.3

22

45

21

6.7

5.4

4.9

4.7

5.9

4.9

304.3

9.82

45

3.8

604

APR.

4.5

4.1

3.6

3.3

3.3

5.3

3.7

34

13

6.0

5.5

5.2

22

13

6.0

4.8

3.8

5.1

7.6

5.6

4.8

4.2

4.0

3.8

4.2

4.2

40

12

11

249.3

8.31

40

3.3

494

MAY

7.4

5.1

4.6

4.6

4.2

3.5

2.5

2.5

2.5

2.5

2.5

2.5

2.5

2.5

2.5

2.5

3.5

6.0

4.0

3.5

3.5

S.4

13

3.1

2.9

2.7

2.5

2.S

2.5

2.5

116.4

3.75

13

2.5

231

JUNE

2.5

2.5

2.5

2.5

2.3

2.2

2.2

2.1

2.4

2.1

2.0

2.0

2.3

2.8

2,4

2.3

3.0

2.6

2.3

2.0

12

3.5

2.9

2.9

2.9

2.9

2.9

2.9

2.9

85.3

E.84

12

2.0

169

JULY

2.9

2.9

2.8

2.8

2.8

2.9

3.5

3.4

2.8

3.8

3.4

3.0

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

3.4

8.0

3.5

2.8

2.5

2.3

2.3

2.3

2.3

2.3

93.9

3.03

8.0

2.5

186

AUQ.

2.5

2.5

2.3

2.3

2.3

2.3

2.3

2.5

2.5

2.5

2 . 5

2.5

2.5

2.6

2.5

2.5

2.5

2.5

2.5

2.7

5.5

54

157

28

4.1

3.2

3.0

2.6

2.6

314.2

10.1

157

2 . 3

623

SEPT.

2.6

2.6

2.6 

2.5

2.8

2.8

2.6

3.2

2.7

2.6

2.6

2.6

2 . 6

2.6

2.6

2.6

3.5

3.1

2.6

8.2

41

7.4

5.4

3.8

3.6

3.6

3.2

3.0

3.1

3.4

137.5

4.58

41

2.5

273

CAL YR 1957: TOTAL 1,979.7 MEAN 5.42 MAX 96 MIN 1.8 AC-FT 3,930 

WAT YR 1958: TOTAL 2,458.6 MEAN 6.73 MAX 157 MIN 1.8 AC-FT 4,880

Note. No gage-height rd Aug. 24.
RED RIVER BASIN

7-3550.05. Dyer Creek near Hot Wells, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOMD, WATER YEAR OCTOBER 1958 TO SEPTEMBER 1959

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30

31

TOTAL

MEAN

MAX

KEN

AC -FT

OCT.

10

4.3

3.6

3.4

3.3

3.2

3.1

3.1

3.1

3.1

3.0

3.0

3.0

3.0

3.0

3.0

3.5

3.1

3.0

3.0

3.0

3.0

3.0

3.0

3.0

2.9

2.9

2.9

2 9

3.0

3.3

103.7

3.35

10

2.9

206

NOV.

3.0

3.0

3.0

3.0

3.0

3.0

2.7

2.7

2.7

2.7

2.8

2.7

2.7

2.8

3.8

2.9

4.3

4.6

3.7

3.5

3.2

3.0

2.9

2.9

2.9

2.9

2.9

8.9

4.1

3.4

99.7

3.32

8.9

2.7

198

DEC.

3.0

3.0

3.0

3.0

3.0

3.0

3.0

Z.9

2.9

2.B

2.B

2.8

2.8

3.0

3.0

3.0

3.1

3.1

3.1

3.1

3.1

3.1

3.4

3.4

3.2

3.2

3.2

3.2

3.3

3.4

3.6

95.5

3. OB

3.6

2.8

189

JAN.

3.4

3.3

3.2

3.2

3.2

3.1

3.3

3.3

3.3

3.3

3.3

3.3

3.3

6 . 2

7.5

4.3

4.1

3.7

3.5

3.3

6.3

5.7

3.6

3.5

3.4

3.4

3.4

3.4

3.4

50

17

178.2

5.75

50

3.1

353

FEB.

9.9

99

32

31

18

7.6

5.8

5 5

s]o

4.9

4.6

10

7.6

9.9

21

12

7.0

5.9

5.0

4.4

4.2

4.2

4.2

4.9

4.8

4.2

4.1

3.8

350.5

12.5

99

3.8

695

MAR.

3.8

3.8

3.8

3.8

17

7.3

5.3

4.8

5.5

4.7

4.6

4.4

4.4

4.4

4.4

4.4

4.4

4.3

4.3

4.3

6.0

5.0

4.6

4.4

4.4

4.6

4.4

4.2

4.2 

4.2

4.2

153.9

4.96

17

3.B

305

APR.

6.3

4.S

4.3

4.3

4.4

4.4

4.4

4.5

IB

9.3

7.3

36

7.3

4.7

4.6

4.3

4.5

36

12

11

19

11

6.3

5.0

4.6

4.6

4.6

4.4 

4.4

4.4

260.4

8.68

36

4.3

516

MAY

4.4

4.4

4.4

4.4

4.4

4.4

4.4

4.4

4.4

4.2

9.6

6.8

4.3

4.0

4.0

3.B

3.8

4.2

4.0

4.0

3.8

3.8

3.9

3.8

10

6.3

5.1

7.7 

4.0

4.0

4.0

148.7

4.80

10

3.8

295

JUNE

13

13

4.1

3.9

3.8

3.7

3.7

17

5.2

5.0

4.0

3.9

3.7

3.7

3.7

3.7

3.7

3.7

3.5

3.5

3.5

3.4

3.4

3.4

3.4

3.3

3.3

3.3 

3.3

3.3

143.1

4.77

17

3.3

284

JULY

3.2

3.2

3.S

3.E

3.2

3.3

3.3

3.3

3.3

3.1

3.4

3.5

3.9

3.6

3.4

3.5

3.3

3.2

3.2

3.4

3.2

3.2

3.2

3.4

4.3

4.4

4.4

3.5 

3.3

3.3

3.1

105.8

3.41

4.4

3.1

210

AUG.

3.1

2.9

2.9

2.8

2.8

2.8

2.8

3.1

3.1

2.8

2.9

2.7

2.9

3.0

3.3

3.4

3.2

2.9

2.8

3.3

3.3

2.9

2.8

2.6

2.4

3.2

2.8

2.4 

2.4

2.4

2.4

89.2

2.88

3.4

2.4

177

SEPT.

2.3

2.3

3.0

E.7

2.5

2.4

2.4

". 4

2.4

2.8

2.6

2 .4

2.6

2.5

2.4

2.4

2.4

S.4

2.4

2.4

2.4

2.4

2.4

2.5

2.4

2.4

2.4

2.4 

2.4

73.8

2.46

3.0

2.3

146

CAL YR 1958: TOTAL 1,991.6 MEAN 5.45 MAX 157 MIN 2.0 AC-FT 3,950 

WAT YR 1959: TOTAL 1,802.5 MEAN 4.93 MAX 99 MIN 2.3 AO-FT 3,580

Note. No gage-height record Feb. 2.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1959 TO SEPTEMBER 1960

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

MIN

AC-FT

OCT.

2.4

2.4

2.4

2.4

3.0

3.0

2.6

2.4

2.4

2.4

2.4

2.4

6.6

10

3.0

2.9

2.8

2.8

2.8

2.7

2.7

2.7

2.7

2.6

2.6

2.6

3.5

3.0

2.8

2.7

10

101.7

3.28

10

2.4

202

NOV.

2.8

2.1

2.0

2 . 1

2.4

2 . 1

2.2

2.1

2.1

2.2

2.4

2.4

2.4

2.6

2.6

2.6

2.4

2.4

2.4

2.5

2.4

2.4

4.3

3.0

2.8

2.6

2.6

2.6

2.6

2.6

74.7

2.49

4.3

2.0

148

DEC.

2.6

3.7

3.0

2.8

3.1

3.0

3.0

2.8

2.6

2.6

5.4

6.6

4.1

4.1

3.8

25

28

6.9

4.8

4.1

4.4

5.0

4.4

4.2

4.1

3.8

5.7

4.8

4.0

3.8

4.2

170.4

5.50

28

2.6

338

JAN.

13

13

18

5.7

8.3

32

6.2

4.5

4.1

3.9

4.1

4.1

4.3

5.5

4.8

3.8

46

9.8

5.0

4.6

4.2

4.1

4.1

3.8

3.6

3.5

3.8

3.5

11

5.0

251.2

8.10

46

3.5

498

FEB.

3.9

3.5

14

16

5.9

4.3

3.8

3.5

3.5

3.5

3.5

3.7

4.6

4.6

5.9

17

7.3

18

6.8

5.6

44

17

13

24

22

8.7

5.8

5.0

4.6

283.0

9.76

44

3.5

561

MAR.

4.2

38

17

6.1

4.4

4.1

4.2

4.0

4.1

3.9

3.6

3.7

3.6

3.9

32

6.7

5.5

4.7

4.6

4.6

4.6

4.6

4.4

4.3

4.3

4.4

7.6

5.5

4.7

4.4

4.4

216.1

6.97

38

3.6

429

APR.

4.8

4.7

5.5

4.8

4.4

4.4

4.3

4.2

6.5

5.0

4.7

4.3

4.0

3.5

3.5

3.5

3.5

4.0

3.5

3.3

3.2

3.1

3.0

3.0

3.0

3.2

3.1

3.0

3.0

3.5

117.5

3.92

6.5

3.0

233

MAY

3.2

3.0

3.0

3.0

60

10

5.1

4.2

4.1

3.8

3.8

3.8

3.4

3.4

3.4

3.4

3.4

3.2

3.2

3.0

2.8

2.8

2.8

2.8

2.8

2.7

2.7

2.6

2.6

2.6

2.7

163.3

5.27

60

2.6

324

JUNE

2.6

2.8

2.8

2.7

2.6

2.6

2.6

2.6

2.6

2.8

2.7

2.7

2.7

2.7

2.7

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.6

2.5

2.5

2.5

78.9

2.63

2,8

2.5

156

JULY

2.4

2.4

2.4

2.5

2.5

3.5

3.0

2.2

2.2

2.1

2.0

2.1

2.2

2.2

2.4

12'.2

9.0

2.8

2.7

2.6

2.5

2.4

2.3

2.3

2.3

2.3

2.3

2.3

2.3

2.3

90.7

2.93

12

2.0

180

AUG.

2.3

2.3

26

4.2

3.3

2.8

2.6

2.4

2.4

2.7

12

3.5

3.0

2.8

2 . 4

2.4

2.4

2.4

2.4

2.4

2.9

4.8

6.1

18

26

16

4.6

3.4

11

60

4.8

244.3

7.88

60

2.3

485

SEPT.

4.0

3.4

3.3

3.1

3.5

5.0

2.9

2.8

2.9

2.9

2.9

2.9

2.9

2.8

2.8

2.8

2.7

2.7

2.7

2 . 7

2.7

2.7

2.7

2.8

2.8

15

3.8

3.3

3.1

2.8

103.4

3.45

15

2.7

205

CAL YR 1959: TOTAL 1,850.4 MEAN 5.06 MAX 99 MIN 2.0 AC-FT 3,670 

WAT YR 1960: TOTAL 1,895.2 MEAN 5.17 MAX 60 MIN 2.0 AC-FT 3,760
RED RIVER BASIN 

7-3550.05. Dyer Creek near Hot Wells, La.--Continued

OISCH4RGE, [M CUBIC FtET PER SECOND, HATER YEAt UCTOBER l^fcC TO SEPTEMBER 1961

1

3

5

7

11 

12 

13

15

16 

17

19 

20

21

23 

24 

25

26

7 

8

0

TO AL

ME N 

MA 

MI

2.6

3.0

2.4

2.3

2.2

2.2

2.3

2.3 

2.3

8.8 

3.8

2.9

2.8 

2.6 

2.9

5.8

4.C 

3.3

8.9

12

4.1

2.7

3.2

2.9

2.8

2.8

3.3 

3.3

3.4 

2.7

2.8

4.0 

3.1 

2.8

2.8 

3.2

2.6

3 ;f°

3.3

3.9

28

25

3.0

12

6.0 

5.-J

5.6 

5.8

4. A

4.2 

4.2 

4.2

4.4 

7.4

26

44

).l

1*

19«

17

7.0 

6.7

lu

7.8 

7.0

6.6 

6.0

5.7

5.0 

19 

44

7.0 

5.5

5.5

19?

 IEAN 5.6

5.2

5.1

8,6

5.5

4.8 

4.6

4.3

79

16

52

72

15 

9.3 

7.8

7.C

20

92

» MAX

8.5

3.5

6.8

6.5 

6.6

22

2^2

14

20

15

9.9

B.I 

7.8

1 

3

2

3C2

60

14

7.6

22

1C 

1C

7.0 

7.0

6.6

6.6

6.3

6.C 

6.0 

6.0

5.6

6.1

22

11H 2.C 

UN 2.2

10

5.0

5.6

4.7 

4.2

5.0 

4.8

4.6 

4.2

4.2

14 

5.4

5.2

5.C

15

AC-FT 

AC-FT

4. a 

4.e

4.4

4.2

5.1 

8.4

4.7

5.0

11

26

6.3

4.7 

4.7 

14

34

5.6

4.7

34

4,0°0

8,01,0

 i.-s

4.7

6.3

18 

9.6

4.8

4.3

4.0 

4.0

4.0

5.0 

4.6 

4.2

4.C

is

9. 6

IS

5.7 

4.3

12

12

5.5

5.1

5.0

5.0

18

6.0 

5.1

5.1 

4.6

5.1

9.0 

5.B 

4.9

4.3

8.4

4.5

6.31 

18

388

4.6 

4.6

5.4

1.5

4.2

4.C

56 

213 

47

7.8

6.2 

5.6

4.9 

4.6

4.4

4.2 

4.2 

4.2

4.2

4.3

4.2

14.8 

210

882

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

2

4

6

7

9 

10

1L 

12

14 

15

Is

18 

19

21 

22

23 

24 

25

27

28

30

MEAN 

MAX

5.2

4.2

4.1 

4.1

4.1 

4.1

4.0 

4.0

3.9

3.9

3.9

4.1 

4.0

4.0

4.0

4.0 

3.9

3.9 

3.9

4.3

5.2

5.9

5.8

4.1 

4.0

4.2 

4.1

4.1 

6.6

19

33

22

7.0 

6.4

46

43 

8.L

6.5 

6.2

5.6

46

5.6

5.6

5.7

5.6

22

30

1

7

8 

8

2

4

4

7.2

7.0

6.9

6.9

176

.8

0.9

19

13

9.0

6.8

8.0

7.4 

7.0

9.9 

44

14

14 

21

9.2

30 

12

8.5

44

788

4EAN 7.7

7.0

6.5

6.0

6.0

6.0 

5.5

5.5 

5.5

6.0 

8.3

6.8

6.8

14

6.2 

10

 

14

378

MAX

7.0

6.0

5.7

5.6

5.8

6.0

5.B 

5.5

6.0

9.0

5.4

6.2

5.4 

5.3

5.2

9.0

365

78 1

4.8

4.7

5.4 

5.3

5.0 

5.0

7.3

20

5.3 

4.8

4.6

5.0

16 

7.8

5.0

20

359

UN 3.9 

1IN 2.8

8.4

5.4

5.0

5.0

4.8 

4.8

4.7 

4.7

5.0 

5.2

4.7

4.6

4.7 

4.7

4.9

50

399

AC-FT 

AC-FT

8.4

20

6.3 

6.3

5.9 

5.7

5.5

5.8

5.6 

5.4

6.3

4.8

4.4 

4.4

5.5

20

386

9,070 

5,600

4.3

4.2

3.9 

3.9

3.8 

3.8

3,7

3.5

3.5

3.5

3.2

3.0

2.9 

2.9

3.1

5.3

222

3.0

3.0

2.9

2.9

2.9 

2.9

2.9

2.9 

2.9

2.8

3.8

3.2 

3.9

7.8

28

247

SEPT.

4.1

3.6

4.2 

61

8.4 

6.0

4.5 

4.3

3.8 

3.5

3.8

3.4

3.4 

3.4

3.3

61

367
RED RIVER BASIN

7-3550.05. Dyer Creek near Hot Wells, La.--Continued 

RGF, Ii. CUBIC FtET PE« 5F.CUND, ^ftTL-i YEAR OCTOBER U62 TO SEPTEMBER 1<J63

i

11

U

13 

14

lo

11

i3 

24

il

H 

I , 

K

"".

ToraL

MEAN 

MA<

rtl\

 -1

I'.-t

3.->

3,-t

3.-' 

3.4

3.j

2.t

3.3

':»

?.5

^.i

3.1b

3. V 

2.5

 --

]:l ':.:

2.7

2.7 

2.7

2.7

3.*.

1 5

^.5 

3. 3

 -

;s

2.7

3.t 

^ ,5

3.t

3.fc

3. "3

3.7

j.5

5.i

11

 j. 7

If

8.C

4=1

 -,5

 ^.1

4.S

- . b

:,2

i4.3

;.s

4.2

IB

3.2

3. 8 

3.M

3. d

3.7

3.9 

3.8

3.5

21

17

4.0

24

3.1

7.3

3.8

5.1

3.5

3.5

3.4 

3.4

3.3

3.3

3.2

3.1 

3.1 

3.1 

3.1

3.u

7.3

3.1

2.'3

'.5

?.B

3.3

2. 9

2.8 

2.8

2.7

2.7 

2.7

2.b

2.t 

2.6 

2.6 

?.6

5.8

2.4

2.4

2.4 

2.4

2.4

2.4

2.4 

2.4

2.3

2.5 

3.2

3.3

2.8

2.5 

2.4

1.3

4. 8

2.3

2.3

?.2

2.2 

2.2

2.2

2.2

2.2 

2.2

2.2

2.4 

2.4

2.4

2.2 

2.2 

2.2 

?.2

3.C 

?.2

2.2

2. I

'.1

2.1

2.3

?.5

12

6.0

2.4

2.9 

3.2

2.5

2.3 

2.2 

?,l 

2.1

2.r

12

2,0

2.C

2.0

2, 9

2.0

2.1

2.0

2.?

2.'J

2.2 

2.2 

2.1 

2.1

2.1

5.0 

2.1

2.C

2.C

2.2 

2.2

2.2

2.1

2.0

2.C

2.1

2.3 

2.2

?.l

2.0 

2.C

2.0 

1.9 

1.8 

1.8

2.6 

1.8

AC-FT 2,650

!

?

^

^

5

7

^

12 

13

Ii

15

10

17

lo

_ '<

4-

21

22 

2J

^4 

2b

28

29 

jr

TOTAL

16 AN

MAX

I"!1N

CAL VR

1.0

i ,b

J.e

i. j

l.li

1 ,d

1.3

1."

1.8

) .8

1.8

l.fl

1,3

) .S

1 .8

l.b

1.1

1.^

l.S 

1.6

1.3

1.3

1.8

I. J

50.1

l.bl

l.=l

l.fl

19oj: Tl

1 , =

1.9

I."

I.*

3.i

l.t

l.s

I. j

" ,s

1 .^

l.J

1--

1 9

1. 

1 . -

1.-

2.0

2.5

2.1

2.1

«, 

2.4

-;;>h

7 . £ ^

T.C

' -

TAL 1,13

- ~r;,

t <

2.;

i.i

1.9

1.9 

1.9

i .G

<!-!

;"'

i?'..L

i.R

i.2

2.1

2.4

 -.7

K

-,.;

3.3

2.3

Z.3

2.3

H3.4

- 14

15

J.S

.3

1.3

P. 3

?-2

£ . ^

t.3

5.1

5, =

<L.4

2.4

2.3

i,'

23

1C

t-,2

4.7

3. 3

2.8

1.6

12

5.2

3.3

2.3

;.7

1*. .3

4 . C 3

31

^.2

1FAN 3.12

- - ' -

2.5

2.5

2.5

6.4

2.0 

'.5

?.5

2.5

?.5

2.B

2.5

?.5

2.5

2.5

4.5

3.2

2.8

2,6

2.5

la

11

2.6

2.5

155.*

T,t3

IB

2.5

MAX

1*7

22

10

4.P

3,6 

*,1

4.4

1. J

3.1 

3. I

3.3

5.1

?.s

2.8

3.3

l.l

3.1

3.0

3. :

3.1

2.6

?.&

26B.2

-.^5

1*7

2.5

!!4 f

j_ Arp.__ 

?.*

?.3 2."*

2.3

1 =

 i.l

3.3

i.S

3«

;l

= .2

3.2

2.8

5.2

3.5

',2

2.6

2,8

2.6

43

7.2

3^2

262.1

R.74

'.3

2.3

IN l.B

IN 1.3

3.0

2.8

2.8

2.6

?.4

Z,3

2,3

2.3

2.2

2.2 

2.2

2.2

2-1

2. 1

2. I

2.1

2.1

2.1

2,1

2.T

2.1

2.1

2.2

2.8 

2.1

73.5

?.17

4.7

2.1

AC-FT

AC-FT

2.8

2.4

'.4

2. it

2.2

?.C

l.s

1.9

1.8

1.7

1.6

1.6

1.6

1.6

1.6

1.6

1.6

1.6

1.6

1.6

2.C

1.7

1.7

l.B 

l.B

5f.7

1.80

3.0

1.6

2.260

2,570

1.7

2.C

2.2

1.8

1.6

1.5

1.5

1.5

1.5

1.6 

1.5

1.5

1.5

1.5

1.5

1.4

1.6

1 .6

1.6

1.7

?.n

1.8

l.B

'.3

l.<!

5'. 5

i.o-;

2.3

1.4

1.8

1.7

1.6

1 .6

1.6

1.5 

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

3.6

1.6

1.5

1.7

1.5

1.5

1.5

?.o

1 .6

40. C

1.58

?.C

1.5

1.4

1.4

1.4

1.4

1.4

1.4 

1.3

1.3

1.3

1.3 

1.3

1.3

1.3

1.4

7.1

2.P

1.?

1.7

1.5

1.4

1.3

1.3

1.3

6.7

7.1 

?.2

f.7

2.r-2

7. 2

1.3

Note. So gage->i=lght record July 31 to Aug.
RED RIVER BASIN 795

7-3555. Red River at Alexandria, La.

Location. --Lat 31°18'46". long 92°26'34", in SE-J- sec.10, T.4 N. , R.I W. , near center of span on down- 

 stream side of old bridge on U.S. Highway 165 between Alexandria and Pineville, 1.7 miles downstream from Bayou Rlgolette,

Drainage sq ml, of which 5,936 sq mi above Denison Dam is noneontfibuting.

Records available.--October 1988 to September 1965. Since January 1928, in reports of Mississippi 

River Commission Discharge measurements in 1858 and intermittently 1879-1927 and gage heights 

since 1872, in reports of Mississippi River Commission.

Gage.--Wire-weight gage read twice daily. Datum of gage is 44.26 ft above mean sea level, datum

of 1929, supplementary adjustment of 1941, or 44.18 ft above mean Gulf level, datum of Mississippi 

River Commission (levels by Corps of Engineers). Prior to May 12, 1932, staff gage and May 12, 

1932, to July 14, 1934, chain gage, at same site and datum.

Average discharge.--37 years, 31,080 cfs (22,500,000 acre-ft per year).

Extremes. --Maximum and minimum discharges, for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

Apr. 6, 1361 

Dec. 18, 1361 

Dec. 3, 1962 

May 1, 1964 

Feb. 16, 1965

Discharge 

(cfs)

134^000 

115,000 

54,400 

113,000 

89,400

Gage height 

(feet)

E9.38 

a 26.95 

15.48 

26.40 

23.94

Minimum

Date

June 12, 1961 

Aug. 25, 1962 

Sept. 30, 1963 

Nov. 21, 1963 

Sept. 19, 1965

Discharge 

(cfs)

5,300 

5,560 

2,070 

1,450 

3,500

Gage height 

(feet)

3.58 

1.03 

-1.77 

-2.51 

b -.63

a Occurred Dec. 21, 1961. 

b Occurred Aug. 29, 1965.

1928-65: Maximum discharge, 233,000 cfs Apr. 17, 1945 (gage height, 45.23 ft); minimum, 

873 cfs Oct. 30, 1956 (gage height, -3.01 ft).

A discharge of 210,000 cfs was measured July 2, 1908 (gage height, 41.6 ft).

Remarks. Records good. Regulation by Lake Texoma and Texarkana Reservoir (see stations 7-3315,

Cooperation. Gage-height record, 248 discharge measurements, and computations of daily discharge 

furnished by Corps of Engineers; 16 discharge measurements made and records reviewed by Geological 

Survey.

Revisions (water years).--WSP 1211: Drainage area. WSP 1241: 1929-36.

DISCHARGE, Ifl CUBIC FEET PER SECOND, ViATfcR Y£«R OCTOBER 1560 TO SEPTEMBEK 1°61

3 

5

7

!L.

11

i2

17

1^

2C

t.i

tZ

27 

31

Mix

HIM

8.35L 

"j.ifai,

lu,7b^

B,95u

ll.St,^ 

JZ ll^j

Zt»3c;

2 u ,o t.c

1 - ?1JU

B.UC

3o»3i,C

iJ.UlG 

123. J^L

69, ^oe

57.C3C

4C.30C

1.T25K

1C, SCO

10,800

10,500

9,220

T.320 

6,720

8,580

30.400

29,100

11.6CO

34 .TOO 

1.050M

M Expressed In thousands.
RED RIVER BASIN

2 

3 

*

5

7

9

11

12

14 

15

18 

19 

20

21

24

26

28 

29 

30

MIN 

AC-FT

9,910

18.50U

22,500

18,000

12,360

15.0CO

16,100

12.300

995,300

0, 300

11,400

8c,200

1.285M

7-

58,500

113, JOO 

112, JOO

1C8.00C

65,400

4.855M

3555. Rec

48,600 

56,900

55,900

80,000

3.231M

River £

32.300

42,300

 -

3.115M

t Alexar

*7,100 

37, SCO

31,300

3,Oo9M

dria , La

32,300 

28.2JO

27,900

56,500

41,080 

2,44*M

.--Contl

21,500 

19,400

17,600

15.40C

10.7CO

2.27CM

nued

55,900 

51,000

28,200

1.753M

10,700 

10, 100

9,530

6,530

13,510

830,600

7,300

5,920 

6,280

6,160

6,160 

5,920

5,680 

415,600

6, L6C 

6,280

6,r-40 

5,800

8,580 

9.15C

18,600 

15,800 

13,600

11,200

10,100

5,800

M Expressed in thousands.

AC-FT 27,440,000

DAY

2 

3 

*

7 

8 

9

11 

13

16 

17

20 

21

24 

25

26 

27 

28

30 

31

MAX 

MIN

OCT.

11,400 

10.300

10,900 

14,100 

15,800

12,900 

10, SCO

11,200

37, BOO

22,000

20,100 

19,400 

19,100

15,800

13,900

37,800 

9.34C

NUV.

24,000

21,800 

15,600 

17,400

14,600 

15,100

11.400

9,910

10, ICO 

10,100 

9,720

U»*3C

51,500

37,800 

36,700 

36,700

32,000

17,100

16,600 

15,400 

15,600

22.00C 

22, QUO

16,800

15,600 

15,400 

15,900

24,900

1*,300

14,1UO 

13.50C 

13,100

12,300 

11,700

11,300

10,600 

1C.20U 

9,860

9.020

9,190

8,510 

8,020 

7,530

: 

9,190

13,300 

16,300 

17,300

17,100

25,600

29,500 

32,500 

30,800

22, SCO 

20.5CJ

14,800

12,500 

12,300 

12,300

12,100

8,350

7,860 

7r700

8,020

a. 630

51,400

44,600 

39i900 

34,700

26,400

7,530

7,370 

7,210 

7,370

7,040 

6,440

6,590

6,880 

6,730

6,440

5,710

6,000

6,880 

7,210 

7,040

6,590

5,570

5,290 

5.290

5,420

5,710

2,100

1,700 

1,200 

C,8oO

10,000 

9,520

7,700

8,180 

9,020 

5,190

7,860

3,350 

3,220

3,220 

3, LOO

2,850

2 ,650 

2,650

2,650

3,100

4,760 

5,860 

6,300

6,300

2,850 

2,350

2,750 

2,560 

2,360

2,070 

3,881

2.07C

M Expressed in thousands.
RED RIVER BASIN

7-3555. Red River at Alexandria, La .--Continued

UISCHARGti M CUBIC FLET PEP SEC.INO, MT£= YE4K OCTOBER 1963 TC SEPTEMBER 1964

DAY

1

7

8 

1J

11

12

14 

15

16 

17

19

21 

22

2b

26

JO 

31

MEAN 

M1N

nCT.

2,lb.

i,lt . 

2.26L

L,d7J 

l,7'-o

1,7'^u

2,161.

2,36(1

1,971 

1,^7;

N, V.

in !C

1.53u

i,53t

,,750

>.9SL

*,1>3C 5, SCC 6,300 15, 00-.

2 1 1 1' 10 

41,000

941, COO

50,000

44,:co

34.0CO

11,000

8,300 

U.50C

7.1C-C

13,000

230,100

5,600

3.80C 

3,500

3,200

3.3CP

2,600

2.50C 

2,600

3,200

4,100

SEPT.

5,200

12, COO

I7,oro

10,000

I5,oro

9,800 

8,000

6,700 

5,700

4,600 

4,300

4,200 

4, £00

4,100 

4,200

1,0(10 

9,500

i3,:'">

7,^00 

19, JOO

WAT YR 1964: TUTAL 4,201,410 MEAN 11,480 MAX 113.CuO HIM 1,

M Expressed in thousands.

DISCHARGE, IN CUBIC FtET PER SECOND, ViATEP YEAR OCTOBER 1964 TO SEPTEMBER 1O65

1 

2

3

7

 * 

10

11 

12

14 

16

17 

Ib 

L5

2L 

21

2 2 

c.<*

27

2-,

31

MAX 

MIN

19,bbC

23,OCC 

36, COO

36,ULC

15.Ot.-J

13,CCt 

12,uOC

9.2CO

3.5CO

7, ;c :

5, 5C J

5,3L J

5,4u J

5,40-,

5,000

5, lo J

j,s.. :

lJ.C-0

48.0CC

 

19,, CO

13.JOC

11,^3^

9 , 2 L'C

3,t>G<. 

7,300

7, LOS

^5,GOC

23. -&u

22,uuO

2C.XC

21.0CC

9,000

81 ,OCO

53,1/OC

47, COT

60.3CO

29,010

25.0CU

24, OCU

24.0C3 

37.COU

43.C30

19,000

li.uOC

1C, JOC

9,130

8.500

37,000

32.0CO

28,000

27,000 

27.0CC

35.CCC

34. SCO

16,000

13,000

14.0CO

13, COO

12,000

12,000

6,500

6.800

7,100

6,700 

6,530 

6,500

7,000

6,000

5,600

4,700

4,000

3t600 

4,100 

4,500

SEPT.

4,600

3,900

4.5CC

3,700 

3.500

3.6CO 

3,900

7.40C

6.7CO

11,000 

15,300

3.50C 

316,000
RED RIVER BASIN

7-3560. Ouachita River near Mount Ida, Ark.

Location. Lat 34"3fi'40", long 93°41'45", In sec.32, T.I S. , R.25 W. , on right bank 350 ft upstream 

from bridge on U.S. Highway 270, 4| miles upstream from Fiddler's Creek, 5j miles northwest of 

Mount Ida, and at mile 553.4.

Drainage area. 410 sq ml.

Records available. October 1941 to September 1965. Monthly discharge only for some periods, published In ¥SF 1311.

Gage. Wst<=r-stage recorder. Datum of gage Js 655.14 ft above mean sea level, datum of 1929. Prior 

to Dec. 3, 1941, tape gage, Pec. 3, 1941, to Feb. 21, 1945, wat^r-stage recorder, Mar. 1, 1945, 

to Apr. 1, 1946, staff gage, and Apr. 2, 1946, to Nov. ?, 1949. water-stage recorder, all at site 

350 ft downstream at same datum.

Average discharge. 24 years, 710 cfs (514,000 acre-ft per year).

Extremes.- -Maxlmums and mlnlmums (discharge In cubic feet per second, gage height In feet).

Annual maximum discharge (*) and peak discharges above base (11,000 cfs, revised), water years 1961-65

Date

Dec. 7, 1960

T*f. 11, 1960

Time

1630

15OO

Discharge

16,100

* IS.fifn

Gage 

height

17.55

19.08

Date

Nov. 23. 1961

Mar. 11, 1963

Time

1000

2400

Discharge

* 15,400

* 5,790

Gage 

height

17 59

10.38

Date

Mar. 10, 19fi4

Feb. 10, 19R5

Time

0200

^800

Discharge

* 24,000

* 12,400

Sage

height

22.15

15.59

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Sept. 11, 3961 

Aug. ?Z, 1962 

Sept. 1-3, 1963

Discharge

40 

7.5 

9.8

Gage height jj Water year

1.65 1964 

1.O4 1965 

1.01

Date

Aug. 9-10, 1964 

Aug. 16-17, :9K C

Discharge

5.9 

4.9

Gage height

1.05 

1.12

1941-P5: Maximum discharge, 57,300 cfs May 21, 1960 (gage height, 32-18 ft); minimum, 2.3 cfs 

Aug. 25, 1954 (gage height, 1.03 ft).

Remarks.--Records good.

Revisions (water years). WSP 1211: 1947(m).

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1S6C TO SEPTEMBER 1961

1

2

7

9

in

11 

12 

13

1 5

17

18

i;

2i 

2'

J4 

25

2t 

27

29 

T CT4L

 1AX 

WIN 

CFSM 

IM.

t5

5e

5u

48

88

12«

51

62

54

43

lii 

V)

51

5^

I2e

.16 

.IB

53

52

47

45

1.720 

582

329 

2&j

12o 

121

115 

113

.51 

.57

112

102

102

3,960

15t6JC

711

593

2t>l 

250

h99 

1,320

5.09 

S. 86

2,430

«30 

86G

437

<i90 

793

325

300

252 

241

1.82 

2.10

230

194

190

333

518

4,180

990 

828

2.87 

2.98

783

2,220 

5,710

1.29C

090 

990

1,540 

4,020

3,380 

3,300

5.61 

6.46

3,700

9SO 

783

1<180

500 

428

230 

214

187

I.?1? 

2.22

178

3B3

850

260 

24 C

484 

376

238

2.02 

2.33

JUNE

153

358

2,310 

1,890

318 

262 

220

104 

93

102

1.17 

1.31

JULY

112

74

54

5B 

50

56

910 

495 

334

1.360 

820

500 

362

230

.71

.82

AUG.

129

142

67

61 

49

49

206 

242 

176

66 

61

55 

53

45 

52

.23 

.27

SEPT.

66

58

43

47

42 

48 

1,110

2,710 

970

400 

300 

240

198

lie

94

94 

99

240

284

.69 

.77

IN 28.85 AC-FT 630,900
RED RIVER BASIN

7-3560. Ouaohita River near Mount Ida, Ark.--Continued

DISCHARGE, IN CUBIC FEET PEK SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

3

S

6

7

9

10

12 

13 

14

17 

18

19

21 

22

26 

27 

28

29

30

TOTAL

MEAN

MAX 

MIN 

CFSM

IN.

AC-FI

388

515

340 

228

162

850 

546

268 

232

184

162 

147

110 

1C 2

.79 

.91

146

250 

132

140

199 

222

358 

312

252

235

1.090

2. 55

55,753

309

639

7,050

1,660 

1,240

2,310

1,890

1,G3U 

320

386

3.01 

3.47

75.B3L

232

273

205 

523

l.Lbu

tie

552

1,920

2.51

2.30

525

420

246 

235

820

6C6

540

6,590

3.05 

3.18

1,230

845

,.1

554 

485

37u

345 

768

586

1,420

2.54

1,150

79C 

708

404

319 

292

250

234

222

1,060

625

1.57

1.75

752

46(1 

3P4

229

150 

138

103

87 

78

72

61

5t

.55 

 tM

68

84

123 

131

82 

83

6C

28i 

261

154

67

53

48

.27

67

50

39 

35

28

30 

27 

24

10

25

24

18

22 

24

31

!8 

.C7

.06

1,°?C

25

24

24 

22

23 

20 

18

12

3.8

9.3

9.9

18

17

15

14 

17

8.6 

.04

1,1.- c

34

41

45

48

46 

46

57

?69

ei;

295 

158 

152

82 

65

61

55

5C

43

51 

50 

46

44

631

.25

.28

6 , ': 3 c

CFSM 1.37 IN IK.Ct AC-FT 4C7.7CO

JISCHAKGE, III CUBIC FcET PEFv SECOND, HATh* YEAR OCTUBEP 1962 TO StPTEKBEF

I

3 

4

B

lj 

11

13 

14

15 

U

15

21 

Z2

2t 

27

2H

3w

MEAN 

MAX 

(UN 

CFSf 

IN. 

AC- FT

WAT Yf

53

103

75

122

263 

1*-

HL

lit

263

373

1,430 

1,230

"Itfc

293

£5u

342

5^

261

ZlL 

ID?

152

420

4b5

35"

23^'

175

1 = -, 

144

125 

U7

352

1^ J

.71

3t3

301

J86

3HB

^0

2=2 

-12

175

i 34

127

121 

116

113

1-18 

1.4

15C

1 J4 

.t8

175

162 

lt>fa

367

356

272

2i7

172

146

136

127

1L3

'»4

lou

62

.51

67

^,1

76

121..

15B 

14J

132

111

lor

94

9b

 

.25

1,23;

l.OlL

2,1s;

=><j,=

674

J,560

l,6<r:; 

1,1 iu

1.52J

1,39,

614

t2 ,

277 

3.2, 

3.6j

251

203 

183

212

277

192

158 

! 4t

97 

94

84 

121

lr2BO

83 

.67 

.75

IN B.f< 

IN 5.«

R45

45C

4CB

6C3

39 i

£61

21^

154 

125.

72

52

5-j 

54C

172

52 

.62 

.71

CFSX

CFSM

97

71

t9

f

5?

^3

3 =

40

46

:KIS"1

B4 

f2

74

55

4?

318 

3° 

.19 

.21

.03 IN

.64 IN

35

32 

29

25

22

33 

25

13 

IP

£2

M

22

?!

21

ZB

13

..-'7

13."'i < 

8.71 4

AUG.

26

23

?,j

ie

31

36

34

28 

32

2fc

^2

20 

IB

16 

14 

16

15 

14

46 

14

,1'6 

.'"'7

C-FT 305 

C-FT 190

ScPT.

12

12

4 =

46

40

'5

28 

27

22

21

2'

1°

la 

17

Id 

IP

17

15

23.5 

53 

9.8 

.06 

.06 

l,40r

8 j!>

5C3
RED RIVER BASIN 

7-3560. Ouachlta River near Mount Ida, Ark.--Continued

1

7

a 

lo

11

13 

It

15

le 

17

13 

2t

il

22

25 

2e

*a

2-

MEAfi

MIN 

CFSM 

IN.

AC-FT

WAT YJ

5 

5

3

i

6.'.

U. 

l\j 

1.5

6.5

8..i

C.o

e.u

9,'i

 ?.<>

0.1

6.5 

,02 

.LI

° 2Z

bliCHA

11 

11

13 

It

13 

11

10

9.X

3.4

i.2

5 

5 

3

0

'

7

3

21.°

a.t

.1.5

1,310

31

25

27 

27

26 

£5 

27

jl 

54

3b 

37

35 

35

3fc 

58

37.1

25 

. J? 

.1C

je

3t 

34

J4

34

52

31 

31 

3D

30

31

31

31

Jl

34.5

3 .

46

5o 

It,,

245 

227 

137

15e>

172 

215

it>3

177

1<)J

134

123

1Gb

171

46 

.42 

.45

1,14,

1,7, - 

!, "»,

b42 

'.4t 3L'

14,21 :

3,22'.

Ii2t,

J£2 

774

5tl

452

31'j

l,9e J

62 

4.5*1 

5.25

J13

1,1 7C

5,250

1.34C

592

^14

520 

485

38L

313

235 

222

1 , 1 30 

,J,7:>C

215 

3.47

647

41 1, 

33 b

2,12 

2:5 

234

313

2B6 

227 

1^4

172

12?

1J8

75 

7S

71

1 4 

.M

TL SEPTE

5t54 

52

4 Q 

41 

38

34

2B 

2-

33 

30

24

2?

22

lo

Ifl

68

23

23

26

25

23

2 1

J 9 

15

14 

It 

It

I 3 

14

13 

13

1'

11

h. '

a.o

h.4

-.8

1C

'-.a

'5.3

= . 2 

11

19 

87 

54

52S

1,133

2.5X

^.4 

. :i3 

.tl

13. 4"_0

17C 

258

It? 

136

lib

10:

86 

73 

71

A7

54 

4^

45

4*-

5^

5^

^7 

56

86

4,^70 

1,6?0

.7?

14, 30

1 

2

J

5

7

8

1C

11

12

14 

15

1C 

17

18

19

It 

23

25

26 

27 

28

30

MEAN 

MAX 

MIN 

CFSM

IN.

564

38B

196

13b 

123

91 

84

65

58 

52

44

-41

40 

40

33

38 

.27 

.31

38 

37

47

4,910

9GO

323 

258

348

37 

1.24 

1.3?

2^8 

272

392

266

i!5

183

152 

14o

12S 

.67 

.77

127

131

i«3

582

3U6

312

325 

301

127 

1.82 

2. 1C

1*8

ISO

365

573

354

8t,5 

740

150 

3.29

3.43

t,34C

Bli.

3t2

329

280

446 

532

253 

2.2-4

2.58

596

1.1^

346

245

ISO

155 

185

135 

1.10 

1.23

115

1"> 1

1.58C

478

322

221

438 

5,170

95 

1.86 

2.15

394

2 It

f22

301 

?04

f>22

25^

15r

1.70C

B°C

150 

1.49 

1.66

2?1

12^

^7

"1

57

55

69

49

106 

HI

40 

.22 

.25

1;

?7

1 ^

15 

15

14

12 1-

b.U 

5.4

5.9 

5.4

8.0

6.9 

6.4

".6

5.4

.04 

. C4

-66 

175

85

59 

51

31 

34 

33

26

21 

2C

2,320

2,470

273 

'12

150

.76

.85
RED RIVER BASIN

7-3565. South Pork Ouachita River at Mount Ida, Ark.

Location. Lat 34°34', long 93 0 38', in NW£ sec.24, T.2 S., R.25 W., near right bank on downstream 

side of pier of bridge on U.S. Highway 270 at Mount Ida, 2| miles upstream from Williams Creek 

and at mile 22.5.

Drainage area.--64 sq ml.

Records available. June 1949 to September 1965.

Gage. Water-stage recorder. Datum of gage is 612.05 ft above mean sea level, datum of 1929.

Average discharge. 16 years, 90.1 cfs (65,230 acre-ft per year).

Extremes. Maxitnums and mlnlmums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (5,000 cfs), water years 1961-65

Date

Dec. 6, 1960

Dec. 10, 1960

Feb. 18, 1961

May 6, 1961

Nov. 22, 1961

Time

1400

2230

0800

0800

1600

Discharge

3,370

5,230

3,050

* 5,950

* 3,370

Gage 

height

7.16

8.17

6.86

9.21

7.20

Date

Mar. 11, 1963

Mar. 9, 1964

Feb. 9, 1965

Mar. 1, 1965

Time

1130

1100

1600

1200

Discharge

* 2,040

* 13,000

4,240

3,430

Gage 

height

5.82

12.40

8.48

7.80

Date

Sept. 22, 1965

Time

0600

Discharge

* 4,930

Gage 

height

9.03

Annual minimum discharge, water- years 1961-65

Hater year

1961 

1962 

1963

Date

Aug. 30, 1961 

Aug. 9, 1962 

Aug. 26-27, 1963

Discharge

5.0 

.60 

.10

Gage height

1.40 

1.23 

1.21

Water year

1964 

1965

Date

Aug. 3-8, 1964 

Aug. 19, 1965

0 

1.1 1.22

1949-65: Maximum discharge, 17,900 cfs May 20, 1960 (gage height, 13.69 ft): no flow Aug. 19 

to Sept. 5, 1954, Aug. 3-8, 1964.

Remarks. Records good.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1*61

1

2

4 

5

6

7

8 

9

12 

13

15

16 

17 

18 

19

20

21 

22 

23

24 

25

27

29 

30 

31

TOTAL 

MEAN 

MAX

HIM 

CFSM 

IN.

8.8 

7.6

7.6

13

24 

17

16 

17

9.4 

8.2

21

16 

12 

9.4 

8.2

8.8

8.8 

8.2 

7.0

6.4 

7.0

11

11 

11 

14

350.6 

11.3

6.4 

.18 

.20

12 

10

10 

8.8

8.8 

9.4

1C 

696

53 

38

30

135 

80 

57 

45

35

29 

26 

24

22

2O

16

17 

16

58.5

8.8 

.91 

1.02

15

18 

1,84C

354 

222

3C6

73

59 

50

32 

28

22

38 

59 

170

231

3.61 

4.16

300

98 

84

53

37

191 

120 

93

56

34

26 

25 

24

94.7

1.48 

1.71

26

22 

21

36

30

26 

103 

1,680

1,019

93

 

199

3.11 

3.24

86

396 

1,140

126

923

13T 

1C2

131

233

1,510

674 

597 

792

341

5.33 

6.15

386

107 

86

683

167

84 

67 

62

45

25

22 

21

117

1.83 

2.05

36

484 

3,590

275

84

39 

33 

32

28

23

18 

16 

14

213

3.33 

3.84

13

109 

41

134

52

22 

21 

19

16

10"

25 

15

40.6

.63 

.71

11 

15

13

9.O

8.

8.

56 

32 

21

12 

9.0

25

15 

13 

47

587.8 

19.0

8.2 

.30 

.34

23 

16

22 

17

13

9.0

15 

18 

15

11 

8. 

7.

8.

a.

s.

5. 

5. 

5.

362. 

11.

5.4 

.18 

.21

8.6 

8.2

7.0 

5.8

11 

12

9.6 

7.8

7.8

34 

26 

21

15 

13 

9.6

9.0 

8.6

22

27 

20

1.330.6 

44.4

5.8 

.69 

.77

CFSM l.BO IN 24.40 AC-FT 83,280
RED RIVER BASIN

7-3565. South Pork Ouachita River at Mount Ida, Ark.--Continued

-ISCH4PGE, I* CUBIC FtET PEP SECUNO, H4TEK YEAR OCTOBER 1961 TO SEPTFPBER 1962

1

3

4

5

.,

7

s

I'-

ll

12

14

15

16 

i7

19

20

21

22

23

25

23

2 =

30

TOTAL

MEAN

KIN 

CFSM 

IN. 

AC-FT

21

21

16

14

13

V. J

5.-

14

12

11

 5.6

bio

8.6

8.6

8.4

3.2

8.2

6.2

7.3

8.2.

E.2

 J

358.0

11.5

7.8 

.18

22

15

14

12

ti.2

7.6

7.4

44

3B

59 

43

31

26

24

1,560

541

9u

67

43

3D

3J

3,^64.6

1C 2

7.4

25

25

2i>

4C

40

35

Obi

3 J3

356

231.

Iu4

84

274

127

=IC

72

62

53

^

4C

36

33

3t

30*5

us

25

zs

24

34

bd

bt.

54

43

41

35

37

?41

41-j

IS*

tn

67

02

903

452

261

378

112

147

111

1,1,79

L64

24

72

54

4'i

t>>/

57

47

42

41

, 

34

12

213

264

127

10'

83

74

02

oca

339

1.4RO

457

 

_____

5,867

21C

^

250

132

IC2

77

67&; 

53

13:

137

"i

t4

5b

52

30

77

144

S8

70

576

254

li 2

81

520

5,355

173

39

336

129

111

57

95

75

60

54

53

47

4t

37

35

34

31

29

28

115

70

56

630

321

262

3,291

110

28

IN 5.4

582

123

=5

72

54

48

35

30

2B

26

20

13

17

16 

14

14

12

11

10

10

9.6

8.2

17

28

1,631.4

52.6

8.2

15

2

2

7

6

6

7

L

7

7

3

1

9.6

9.0

8.6 

°.6

11

9.6

8.2

7.8

6.6

5.3

5.8

7.C

12

395.0

13.2

5.8

.30 IN

12

6.6

5.8

5.4

4.6

4.0

3.7

4.6

4.6

5.4

3.4

2.9

2.6

2.9

5.8

9.6

6.2

5.0

4.3

3.2

3.4

5.0

4.3

4.0

3.7

15C.5

4.85

2.6

17.62 (

3.2

3.4

4.0

3.2

2.6

2.0

2.0

24

19

11

6.2

5.8

5.0 

4.3

3.7

3.4

3.2

3.7

3.4

7.3

o.O

6.6

5.0

4.3

6.6

195.?

6.30

1.7

18

21

20

14

12

12

116

258

64

37

19

321

56 

34

25 

14

17

13

11

9.6

10

14

11

9.0

8.6

1,239.8

41.3

8.6 

2,460

10

DISCHARGE, IN CUPIC F^ET PER SECOND, HATER Y^AR r CTORF"» !"> ? fr SEPTEMBER 1963

0.1Y

1

3

4

6

7

8

?

10

1

2

4

5 

b

7

'J

L

2

3

4

5

7

8

5

0

ME N

Mil, 

IN.

OCT.

13

8.2

8.2

163

70

37

20

21

64

554 

505

26L

109

74

212

115

72

54

38

25 

23

4U

46

88.4

a. 2

NOV.

35

242i

_,

32

84

b8

55

43

33

t5

23 

22

23 

24

22

22

21

2C

IB

2C

56 

1-4

8C

63

36. &

18

ocr.

54

46

53

43

38

33

30

25

23

23

2u

2C 

15

13 

18

18

20

2u

15

ly

17

18

34

28.5

17

J ",

34

28

25

47

46

35

35

32

31

27

24

24

19

l c

IB

17

17

16

16

15 

15

13

15

24.5

13

FEB.

16

36

15

!4

15

15

14

25

74

59

42

34

24 

23

23

21

13

18

18

18

20 

51

 -

_____

25.9

14

74C

133

15C

25d

146

100

84

74

l.ltc

355

115

64

143

156

115

87

72

62

52

5J

35 

37

34

32

187

30

- 

24

24

46

56

42

34

32

28

25

22

21

18 

19

20

IB

17

16

!«;

15

27 

198

L84

102

38.5

15

S8

42

33

51

42

30

23

21

20

19

15

15

15 

15

12

11

10

10

10

10

48 

34

1R

13

23.6

10

JUNE

7.0

6.5

6.0

5.5

5.0

4.2

2.6

2.3

49

20

13

57 

32

26

23

18

15

12

12

10 

8.5

6.0

6.0

26.2

2.3

JULY

1

.0

.0

.6

: .4

.0

.8

.4

.0

.5 

.5

.0 

,4

.3

.0

.7

.5

.2

.2

.0 

.0

.5

.0

5.41

2.C

AUG.

5.5

I:.

2.3

1.4

1.4

1.7

1.7

2.6

3.8

4.2

3.0

3.0 

3.8

3.4

2.0 

1.4

1.4

1.1

.80

 60

.40

.30

.20 

.50

.80

. 8t

. o

2.0

.2

1.1 1.1

1.7

2.0

2.0

21

24

18

12

8.0

6.5

6.0

6.5 

6.5

5.5 

4.6

4.2

3.8

3.4

3.0

2.6

2.6

2.6 

2.6

2.6

2.6

5.77

1.1 

.10
RED RIVER BASIN 803

7-3565. South Fork Ouachlta River at Mount Ida, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

2

3

 

6

7

8

^

10

11

14

13

14

15

1ft

17

18

IS

20

21

22

21

25

26

27

28

29

31

MEAN 

MAX

CFSM 

IN.

2.3

2.0

1.7

. HO

.60

 fcO

.60

.50

.40

.2J

.4u

.60

1.1

.4

.7

.3

.4

.2

.0

*<j

.c:"

.2

; .e

.2

.«

.4

5.0

.04

2.6

2.0

3.0

S.4

3.8

3.4

3.4

3.0

2.6

2.3

2.3

2.3

3.0

3.8

4.2

4.6

4.6

5.5

6.5

32

31

13

8.5

3.0

7.5

5.0

 

32

.10

4.2

4.Z

4.2

4.2

4.2

4.2

3. a

4.6

12

23

2o

17

15

12

1

.5

.6

.</

.5

.5

.C

.0

7.5

S.C

a. 5

8.5

7.5

23

.13

7.0

7.0

7.C

6.Q

5.5

5.0

5.0

5.0

4.6

4.6

4.6

5.0

5.0

5.0

5.0

4.6

4.6

4.6

4.6

4.6

4.2

6.5

4.6

3.8

4.2

4.6

7.0

7.5

.08

8.5

7.5

7.0

201

92

54

29

23

20

16

24

38

34

31

26

23

20

1«

16

13

14

12

12

12

11

10

_____

201

.44

983

322

240

9'

67

163

5,181

o87

254

138

34

77

62

50

43

38

43

55

44

3B

37

731

236

132

96

77

51

5,180

5.28

42

42

617

453

212

118

92

75

63

65

94

79

63

54

47

43

38

34

42

96

1.140

406

390

382

194

118

_____

1,160

3.63

5

6

4

0

7

3

3

6

3

3

: o

3

0

8

6

5

3

1

5.5

9.5

9.0

8.5

7.5

7.0

6.5

6.5

8.5

72

.39

8.0

.0

.5

.5

 U

.C

.c

.6

.6

.8

: .4

.6

.6

.6

»t!

10

10

8.0

5.5

3.8

3.C

2.3

1.7

1.4

1.1

1.1

10

.07

8.5

7.0

5.5

3.8

2.6

2.3

2.0

3.4

6.5

B.O

5.0

4.6

3.8

3.0

2.3

2.3

1.1

.60

.30

.30

.20

.10

.10

.40

1.4

.80

.50

8.5

.04

.30

0

0

0

0

0

40

25

15

10

7.5

6.0

5.0

 4.6

3.4

2.6

2.3

1.4

1.4

111

75

23

485

461

271

311

74

485

1.04

SEPT.

27

19

14

9.5

8.0

.0

.5

.0

.6

: .0

.3

.0

.7

.3

.0

.5

.5

.5

.6

.2

.0

.8

.0

4

17

6

535.2

17.8 

174

.28

WAT YR 1964: TOTAL 22,544.30 MEAN 61.6

IN 6.32 AC-FT 21,560

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

2 

3

4 

5

6

7

9

10

11 

12

14

16 

17

le

19 

20

21 

22

23 

24 

25

26

28

2<i

3U

TOTAL

MAX 

MIN

IN.

15 

12

9.2 

7.4

0.4 

5.7

5.1

4.9

4.7 

4.7

5.1

5.4 

5.1 

4.7 

4.5 

4.5

4.5 

4.5

4.5

4.9 

4.9

5.7 

5.7

6.(J

201.4

4.5

:

:

l;

59 

ISO

73

48

35 

28 

24

ZO

37 

43 

32

6.4

23

112 

70

52 

40

28 

31

57

54

36

26 

24 

21 

19 

18

17

14 

14

13

12 

11 

11

11

14

22

20 

19

1,370 

438

198 

131

71

47

39 

35 

31

28

26

102 

71

55

39 

35 

32

11

21

18

16 

16

2,090 

595

890 

556

164

10 

71 

63 

52 

47

43

137 

107

90

71

16

455

123

93 

73

55 

51

46

55

52

45 

41 

37 

33

31

28

26 

41

79

60 

218 

189

26

97

111

88 

73

52 

48

45 

37

31

28 

24 

23 

21 

20

17

14 

13

27

37 

25 

21

13

15

12

60 

51

26

588

422 

192

84

61

to

48 

36 

32

27

22 

21

174

123 

79 

52

588 

12

22

13

12 

11

126

50

30 

20

454

48 

28 

18 

14 

11

8.4

70 

75

68

L7

13 

9.2

454 

8.1

7.4 

6.4

5.7 

4.9

4.9 

4.9

4.7 

4.3

3.9 

3.9

5.7

5.7 

5.1 

4.7 

5.7 

4.9

4.1

3.7 

3.5 

3.3

40

9,5 

11 

13

228.1

40 

3.3

4.9 

3.9

3.7 

3.3

3.0 

3.0

2.8 

3.1

2.8

1:1 1.4

1.3 

1.6 

1.6 

1.2 

1.5

1.6

2.6 

3.9 

3.9

3.7

3,3 

7.8 

6.4

110.2

18 

1.2

SEPT

60 

26

15 

11

8.B 

7.4

5.7 

4.5

4.9 

4.9

4.9

4.3 

12 

 4.7 

3.9 

3.7

12

196 

88 

51

34

18 

15 

13

2,817.8

1,900 

3.7

CAL YR 1964: TOTAL 24,207.90
804 RED RIVER BASIN

7-3575. Lake Ouaohlta near Hot Springs, Ark.

Location. Lat 34°34'20", long 93°11'50", In NE£ sec.12, T.2 S. , R. 21 W. , at fflakely Mountain Dam 

 on Ouachlta River, 3.0 miles upstream from Glazypeau Creek, 3.8 miles downstream from Mill Creek, 

10 miles northwest of Hot Springs, and at mile 487.0.

Drainage area. 1,105 sq mi.

Records available. July 1952 to September 1965.

Gage. Water-stage recorder. Datum of gage is at mean sea level, datum of 1929 (levels by Corps of 

"^Engineers). July 7, 1952, to June 15, 1953, staff gage and June 16 to July 6, 1953, wire-weight 

gage at same site and datum.

Extreme^. Haxlmums and minimums (contents in acre-feet, elevation In feet) for the water years 

L-65 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

May 8, 1961 

Apr. 3, 1962 

Aug. 1, 2, 1963 

Apr. 28, 1964 

June 28, 1965

Contents

2,188,600 

1,964,900 

1,835,600 

2,135,200 

2,104,200

Elevation

578.93 

573.19 

569.64 

577.60 

576.82

Minimum

Date

Dec. 5, 1960 

Nov. 21, 1961 

Feb. 16, 1963 

Feb. 4-5, 1964 

Jan. 1, 1965

Contents

1,685,100 

1,662,100 

1,565,000 

1,632,700 

1,658,700

Elevation

565.28 

564.59 

561.61 

563.70 

564.49

1952-65: Maximum contents, 2,402,100 acre-ft May 1, 1957 (elevation, 584.01 ft); minimum since 

top of conservation pool was first reached, 883,000 acre-ft Jan. 9, 1954 (elevation, 535.86 ft).

Remarks.--Reservoir Is formed by rolled earthflll dam. The uncontrolled spillway Is a channel 200 ft 

 Wide located In natural saddle of ridge west of dam, and flood flows may be regulated by operation 

of three 8- by 15-foot gates. Storage began July 7, 1952. Capacity between elevations 578.0 and 

592.0 ft is 617,300 acre-ft and Is reserved for flood-control storage. Reservoir is used for 

flood control, power development, and recreational purposes. Figures given herein represent total 

contents. Data regarding dam and reservoir are given as follows: Capacity at top of spillway 

crest, 2,768,400 acre-ft (elevation, 592.0 ft); top of designated power pool, 2,151,100 acre-ft 

(elevation, 578.0 ft); and top of conservation pool and bottom of designated power pool, 

864,900 acre-ft (elevation, 535.0 ft). Elevation of bottom of lowest outlet, 480.0 ft.

Cooperation. Records furnished by Corps of Engineers.

Capacity table ater years 1961-65 (elevation, in feet,

561

564

567

571

1,546

1,643

1,743

1,884

575

577

579

2,033

2,111

2,191

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15 

16

17 

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

MIN

OCT.

1,848.0

1,817.7

1,847.3

1,842.0

1,842.4

1,840.2

1,834.6

1,832.4

1,832.8

1,832.8

1,827.5

1,821.8

1,816.8

1,810.8

1,805.6

1,799.6 

1,794.0

1,789.2

1,776.9

1,770.4

1,765.5

1,764.5

1,757.9

1,754.1

1,749.0

1,742.7

1,738.0

1,739.0

1,739.7

566.72

-113.8

1,848.0

1,738.0

NOV.

1,732.5

1,727.1

1,721.3

1,715.5

1,710.4

1,710.4

1,709.3

1,702.6

1,707.7

1,713.1

1,712.8

1,710.7

1,712.1

1,713.1

1,710.4

1,710.7 

1,710.4

1,708.7

1,709.7

1,707.3

1,705.6

1,703.0

1,703.0

1,700.6

1,700.9

1,701.6

1,701.6

1,697.6

565.55

-39.7

1,732.5

1,697.6

DEC.

1,693.2

1,689.8

1,686.8

1,685.8

1,686.1

1,696.2

1,746.5

1,772.4

1,780.4

1,785.3

1,837.4

1,877.5

1,888.0

1,894.5

1,900.0

1,895.6 

1,891.6

1,888.0

1,879.3

1,873.2

1,868.9

1,863.5

1,858.4

1,852.3

1,847.0

1,841.3

1,838.1

1,834.6

1,834.2

569.71

+143.9

1,900.0

1,685.8

JAN.

1,840.9

1,849.8

1,854.8

1,854.1

1,854.1

1,853.4

1,851.3

1,848.4

1,845.2

1,839.9

1,836.0

1,831.0

1,827.1

1,822.9

1,823.9

1,822.2 

1,819.0

1,818.3

1,809.4

1,803.2

1,804.2

1,800.O

1,793.0

1,789.5

1,786.0

1,780.8

1,779.7

1,780.1

1,777.3

567.92

-62.9

1,854.6

1,777.3

FEB.

1,774.5

1, 772.8

1,770.7

1,768.3

1,769.0

1,768.6

1,767.2

1,764.8

1,761.4

1,760.0

1,757.6

1,757.9

1,759.0

1,757.6

1,754.8

1,751.0 

1,760.7

1,785.3

1,827.5

1,852.7

1,864.9

1,873.9

1,880.7

1,881.4

1,885.4

1,888.3

 ___

 

571.10

+112.8

1,888.3

1,751.0

MAR.

1,888.7

1,889.1

1,889.1

1,890.9

1,894.5

1,910.9

1,931.2

1,952.2

1,963.8

1,965.3

1,967.2

1,969.1

1,991.6

2.012.5

2,019.7

2,021.2 

2,022.8

2,020.9

2,023.2

2,027.4

2,028.9

2,028.5

2,027.0

2,025.8

2,064.4

2,086.2

2,098.4

2,112.1

2,146.7

578.34

+276.8

2,146.7

1,888. 7

APR.

2,170.4

2,178.1

2,176.1

2,171.6

2,166.4

2,158.7

2,153.5

2,147.1

2,157.9

2,164.8

2,161.2

2,161.2

2,153.9

2,148.3

2,147.1

2,141.9 

2,140.7

2,136.0

2,129.2

2,126.0

2,122.4

2,117.6

2,113.3

2,110.1

2,104.6

2,O99.9

2,093.6

2,09O.l

576.38

-77.8

2,178.1

2,090.1

MAY

2,089.3

2,090.9

2,088.2

2,085.4

2,089.3

2,121.2

2,160.8

2,182.5

2,187.8

2,183.8

2,177.7

2,169.2

2,160.4

2,152.7

2,152.7

2,143.9

2,141.1

2,138.7

2,132.4

2,129.6

2,127.2

2,124.0

2,122.4

2,122.4

2,120.8

2,120.8

2,120.8

2,120.8

2,120.0

577.21

+32.6

2,187.8

2,085.4

JUNE

2,119.6

2,118.8

2,118.4

2,118.4

2,125,6

2,126.4

2,127.6

2,130.0

2,135.2

2,142.3

2,151.1

2,155.5

2,155.1

2,153.5

2,152.7

2, ISO. 7 

2,149.9

2,149.5

2,145.5

2,142.3

2,139.5

2,136.8

2,135.6

2,134.8

2,131.2

2,127.6

2,124.4

2,120.8

577.21

0

2,155.5

2,118.4

JULY

2,119.6

2,118.4

2,118.0

2,113.7

2,112.1

2,107.8

2,1O4.2

2,101.5

2,099.9

2,098.0

2,093.3

2,089.3

2,085.4

2,081.9

2,081.9 

2,084.6

2,085.8 

2,083.8

2,061.1

2,073.3

2,O69.4

2,069.0

2,073.3

2,071.3

2,069.4

2,065.5

2,063,2

2,059.0

2,059.0

2,057.4

575.51

-66.4

2,119.6

2,O57.4

AUG.

2,052.4

2,047.0

2,041.6

2,036.2

2,031.5

2,030.0

2.O28.1

2,023.5

2,019.0

2,014.0

2,007.5

2,003.0

2,O01.8

2,O00.7

1,996.1 

1,990.8

1,985.2

1,980.0

1,975.4

1,973.2

1,967.9

1,963.1

1,961.9

1,956.3

1,951.5

1,950.4

1,949.7

1,943.4

1,938.2

1,934.8

572.23

-123.9

2,052.4

1,934.8

SEPT.

1,929.3

1,924.1

1,923.0

1,921.9

1,916.8

1,911.3

1,905.8

1,900.4

1,894.9

1,893.4

1,890.9

1,885.4

1,889.8

1,893.4

1,891.6

1*888 .'7 

1,888.7

1,883.6

1,872.8

1,867.8

1,862.8

1,862.0

1,861.7

1,655.6

1,849.5

1,646.4

1,842.0

1,837.0

569.72

-90.8

1,929.3

1,837.0

CALENDAR YEAR i960.................... * -46.

WATER YEAR 1960-61.................... * -9.

in feet, at 240O ho
RED RIVER BASIN

7-3575. Lake Quachlta near Hot Springs, Ark.--Continued

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1 

2

3

4

5

6

7

8

9

10

11

12

13

15 

16

17

18 

19

21

23

24

25

26

27

28

29 

30

31

(t)

(*)

MIN

OCT.

,838.5 

,837.0

,832.8

,828.2

,822.9

1,817.9

1,812.9

1,812.2

1,811.2

1,805.9

1,801.8

1,796.8

1,795.1

1,791.2 

1,790.2

1,785.7 

1,780.4 

1,775.9

1,764.1

1,761.4

1,756.6

1,751.0

1,745.5

1,739.3

1,733.5

1,733.5 

1,733.2

1,727.4

566.41

-115.2

1,727.4

NOV.

1,716.8

1,714.4

1,708.7

1,708.3

1,707.0

1,701.6

1,696.2

1,690.5

1,684.1

1,679.4

1,679.1

1,678.0

1,671.4 

1,668.7

1,667.1 

1,665.1 

1,664.8

1.663.4

1,709.0

1,732.5

1,740.0

1,743.4

1,747.2

1,747.6

1,747.6

567.07

+22.5

1,663.4

DEC.

1,744.1

1,743.8

1,743.1

1,742.4

1,740.7

1,739.3

1,736.3

1,740.0

1,766.2

1,800.0

1,797.2

1,799.3

1 , 800 . 7 

1,796.5

1,813.3 

1,822.5 

1,827.8

1,825.3

1,822.5

1,818.3

1,813.3

1,809.4

1,805.9

1,801.4

1,795.4 

1,790.6

1,786.4

568.18

+38.5

1,736.3

JAN.

1,779.7

1,773.5

1,768.3

1,766.2

1,762.8

1,756.2

1,752.8

1,748.6

1,743.8

1,739.3

1,734.9

1,727.4

1,733.9 

1,745.5

1,750.7 

1,750.0 

1,751.0

1,748.6

1,773.5

1,785.7

1,791.6

1,796.2

1,806.6

1,818.6

1,825.7 

1,826.8

1,827.1

569.36

+41.4

1, 722.3

FEB.

1,823.9

1,821.4

1,817.9

1,814.4

1,810.5

1,806.3

1,802.8

1,799.6

1,793.7

1,788.4

1,783.9

1,778.3

1,768.3

1,778.3 

1,784.3

1,764.6

1,777.3

1,772.4

1,800.0

1,814.7

1,830.7

1,884.3

1,913.1

----~

572.00

+95.1

1,768.3

MAR.

1,932.6

1,938.9

1,944.5

1,948.6

1,945.2

1,939.3

1,934.5

1,932.3

1,927.4

1,931.Z

1,931.9

1,930.0

1,921.5 

1,917.1

1,910.6 

,905.5 

, 900 . 4

,897.1

,894.2

,892.7

1,895.6

1,907.7

1,910.9

1,912.8

1,912.4 

1,912.4

1,938.9

572.84

+31.1

1,892.7

APR.

1,964.2

1,964.9

1,964.2

1,961.9

1,959.7

1,957.1

1,953.4

1,950.8

1,947.1

1,944.5

1,941.5

1,937.8

1,928.9 

1,923.8

1,918.6 

1,915.0

1,910.2

1,900.0

1,905.8

1,906.9

1,907.7

1,908.4

1,907.7

1,914.2

1,925.2 

1,930.8

572.38

-17.1

1,900.0

MAY

1,946.3

1,946.7

1,946.7

1,946.0

1,947.1

1,948.9

1,949. 7

1,950.0

1,949.3

1,949.3

1,948.6

1,947.8

1,945.6 

1,944.8

1,943.7 

1,943.4 

1,943.0

1,943.0

1,940.0

1,939.3

1,938.2

1,937.4

1,936.7

1,935.2

1,934.1 

1,938.6

1,938.2

572.45

+2.6

1,934.1

JUNE

1,939.7

1,942.6

1,944.8

1,944.5

1,944.1

1,944.1

1,943.4

1,944.8

1,944.8

1,946.0

1,946.3

1,945.6

1,944.1 

1,943.0

1,942.3 

1,942.3 

1,942.6

1,942.6

1,940.8

1,940.8

1,940.0

1,939.7

1,938.9

1,942.3

1,942.3 

1,943.7

572.61

+6.0

1,937.4

JULY

1,943.4

1,943.4

1,942.6

1,941.9

1,940.4

1,939.7

1,938.6

1,938.2

1,938.2

1,937.4

1,936.7

1,935.6

1,933.4 

1,933.0

1,931.2 

1,931.9 

1,931.5

1,929.3

1,927.4

1,927.1

1,926.3

1,928.6

1,926.0

1,924.9

1,923.8 

1,923.8

1,922.3

572.04

-21.1

1,922.3

AUG.

1,920.8

1,920.1

1,919.0

1,917 .9

1,916.8

1,915.0

1,913.1

1,909.1

1,912.4

1,909.1

1,906.6

1,906.6

1,898.2 

1,893.4

1,889.1 

1,884.3 

1,881.4

1,876.0

1,867. S

1,864.2

1,864.2

1,861.3

1,859.9

1,855.2

1,850.5 

1,848.4

1,844.5

570.00

-73.9

1,844.5

SEPT.

1,849.8

1,848.7

1,844.5

1,843.8

1,842.0

1,839.5

1,835.6

1,836.7

1,857.7

1,858.8

1,860.6

1,858.8

1,851.6 

1,853.0

1,853.4 

1,849.8 

1,847.3

1,838.8

1,833.5

1,833.1

1,829.2

1,827.8

1,823.6

1,819.0

1,814.7 

1,811.9

568.96

-36.9

1,811.9

CALENDAR YEAR 1961.................... * -53.8

WATER YEAR 1961-62 .................... * -27.0

t Elevation, in feet, at 2400 hour 

* Change in contents, In thousands

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1 

2 

3

4 

5

7 

8 

9 

10

11 

12

14 

15

16 

17 

18 

19

22 

23 

24 

25

27 

28 

29 

30

(t)

(*) 

MAX

OCT.

1,812.9 

1,809.4 

1,804.5 

1,799.6 

1,795.1

1,789.2 

1,790.2 

1,787.4 

1,782.9

1,778.0 

1,772.8

1,767.2 

1,771.7

1,773.8 

1,782.2 

1,780.8 

1,776.2

1,778.3 

1,776.2 

1,772.8 

1,768.6

1,757.2 

1,752.1 

1,747.2 

1,742.4

566.65 

-80.0 

1,812.9

NOV.

1,730.5 

1,725.4 

1,719.6 

1,713.1 

1,706.0

1,694.5 

1,691.5 

1,686.5 

1,681.8

1,676.7 

1,674.0

1,660,8 

1,654.8

1,649.8 

1,644.8 

1,644.2 

1,642.2

1,636.3 

1,632.7 

1,630.7 

1,630.7

1,628.1 

1,627.1 

1,625.8 

1,624.2

563.39

-108.9 

1,730.5

DEC,

1,622.6 

1,622.2 

1,623.9 

1,626.2 

1,628.1

1,628.8 

1,629.4 

1,630.1 

1,628.8

1,626.5 

1,620.9

1,609.5 

1,607.2

1,607.2 

1,606.6 

1,606.2 

1,605.6

1,603.0 

1,603.0 

1,601.1 

1,601.4

1,601.4 

1,601.1 

-1,605.6 

1,6O5.6

562.88 

-16.7 

1,630.1

JAN.

1,605.9 

1,606.6 

1,607.8 

1,608.2 

1,610.1

1,612.1 

1,613.7 

1,614.0 

1,615.4

1,617.0 

1,618.3

1,613.7 

1,610.4

1,606.9 

1,603.6 

1,602.7 

1,603.0

1,594.3 

1,592.0 

1,586.2 

1,583.6

1,578.8 

1,575.6 

1,572.4 

1,570.8

561.76 

-36.1 

1,618.3

FEB.

1,569.2 

1,568.9 

1,568.9 

1,568.2 

1,567.6

1,567.0 

1,567.0 

1,566.0 

1,567.3

1,569.8 

1,569.2

1,567.3 

1,567.3

1,566.0 

1,565.7 

1,566.0 

1,566.3

1,567.3 

1,566.6 

1,566.6 

1,566.6

1,566.6 

1,566.6

561.74 -.6' 

1,569.8

MAR.

1,577.5 

1,586.8 

1,594.0 

1,598.8 

1,613.0

1,632.4 

1,637.3 

1,640.6 

1,643.5

1,655.8 

1,678.0

1,695.6 

1,699.6

1,707.0 

1,719.9 

1,726.4 

1,731.5

'

1,754.5 

1,757.6 

1,759.6 

1,762.1

1,764.1 

1,762.4 

1,764.1 

1,765.2

567.64 

+196.3 

1,765.9

APR.

1,765.5 

1,765.5 

1,763.4 

1,763.1 

1,760.7

1,763.4 

1,762.8 

1,762.1 

1,761.7

1,761.4 

1,762.1

1,761.7 

1,761.0

1,760.3 

1,760.3 

1,760.0 

1,760.7

1,760.7 

1,761.0 

1,759.3 

1,758.3

1,760.3 

1,763.4 

1,767.6 

1,774.5

567.94 

+10.4 

1,774.5

MAY

1,775.9 

1,776.6 

1,778.7 

1,779.0 

1,780.4

1,785.0 

1,785.3 

1,785.3 

1,785.0

1,785.0 

1,784.6

1,784.3 

1,783.6

1,783.2 

1,782.9 

1,782.9 

1,781.8

'

1,778.7 

1,776.6 

1,775.2 

1,774.2

1,781.1 

1,783.6 

1,784.6 

1,785.7

568.18 

+8.4 

1,785.7

JUNE

1,784.6 

1,783.2 

1,783.9 

1,793.6 

1,782.9

1,781.5 

1,780.8 

1,780.1 

1,779.7

1,778.3 

1,777.3

1,776.6 

1,775.5

1,775.2

1,779.0 

1,778.7 

1,778.0

3

1,780.1 

1,780.1 

1,780.1 

1,780.1

1,779.0 

1,778.7 

1, 775.9 

1, 775.5

567.91 

-9.5 

1,793.6

JULY

1,774.8 

1,774.8 

1,774.8 

1,773.8 

1,'773.1

1,771.0 

1, 774.5 

1,773.1 

1,772.1

1, 770.4 

1,769.0

1, 772.8 

1,776.6

1,792.6 

1,821.4 

l.BEl.S 

1,821.8

1,821.4 

1,821.1 

1,820.7 

1,820.0

1,820.0 

1,822.5 

1,822.5 

1,829.6

569.63 

+60.5 

1,834.6

AUG.

1,835.6 

1,835.6 

,834.9

,834.9 

,834.6

,832.1 

,832.4 

,832.4

,830.7

,830.3 

,830.0

,8 8.2

,8 7.1

,8 6.4 

,8 5.7 

,B 3.9 

,8 3.2

,820.4 

,819.7 

,818.3 

,817.6

,812.9 

,809.1 

,807.3 

,807.0

568.82 

-28.7 

1,835.6

SEPT.

,806.3 

,805.2 

,804.2 

,804.9 

,804.9

,803.2 

,805.E 

,804.5 

,803.2

1,801.8 

1,801.4

1,799.5

1,799.0

1,797.9 

1,796.8 

1,796.5 

1,795.4

1,791.2

1,789.8 

1,789.2 

1,788.1

1,786.4 

1,786.0 

1,786.4 

1,785.3

568.17 

-22.7 

1,806.3

CALENDAR YEAR 1962 * -178.4 

WATER YEAR 1962-63.................... t -27.6

t Elevation, In feet, at 2400 houra at end of month. 

* Change in contents in thousands of acre-feet.
RED RIVER BASIN

7-3575. Lake Ouachlta near Hot Springs, Ark. Continued

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 1100 HOURS, WATER YEAR OCTOBER 1965 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29 

30 

31

(t)

(*)

MAX

MIN

OCT.

1,783.6

1,782.2

1,781.1

1,780.4

1,778.0

1,776.6

1,775.9

1,774.8

1,772.8

1,771.4

1,770.4

1,769.0

1,768.6

1,768.3

1,764.5

1,760.7

1,758.6

1.755.S

1,752.4

1,752.1

1,751.7

1,748.3

1,745.5

1,742.1

1,739.0

1,735.9

1,735.6

1,735.2

1,731.8 

1,723.6

566.36

-62.3

1,783.6

NOV.

1,721.3

1,716.8

1,715.5

1,715.5

1,712.1

1,709.3

1,706.0

1,701.6

1,698.6

1,698.6

1,698.2

1,695.2

1,691.8

1,688.2

1,683.1

1,679.7

1,680.1

1,681.1

1,680.4

1,681.8

1,681.4

1,696.2

1,705.6

1,705.3

1,704.3

1,704.3

1,704.3

1,704.3

1,704.6

565.83

-18.0

1,721.3

DEC.

,703.6

,701.9

,701.3

,698.6

,696.9

,695.2

,693.2

,693.2

,693.2

,690.8

,690.5

,691.5

,688.8

,686.1

1,682.8

1,681.1

1,674.7

1,671.0

1,666.4

1,662.4

1,658.4

1,657.1

1,656.5

1,652.1

1,651.8

1,651.5

1,651.8

1,651.2

1,650.8 

1,650.2

564.21

-54.1

1,703.6

JAN.

1,649.5

1,649.2

1,648.5

1,648.8

1,648.8

1,649.2

1,648.8

1,647.8

1,647.8

1,646.5

1,645.8

1,646.5

1,646.2

1,642.2

1,640.2

1,639.6

1,639.6

1,639.6

1,638.9

1 ,638.9

1,637.9

1,637.3

1,636.6

1,636.6

1,636.6

1,636.0

1,636.0

1,635.3

1,635.0 

1,634.0

563.79

-13.9

1,649.5

1,634.0

FEB.

1,635.6

1,635.0

1,634.0

1,633.4

1,634.3

1,645.8

1,649.5

1,650.8

1,651.8

1,653.1

1,654.1

1,654.5

1,658.4

1,659.1

1,660.8

1,662.8

1,663.8

1,665.4

1,667.1

1,667.1

1,667.7

1,667.7

1,667.7

1,668.4

1,668.1

1,669.1

1,668.7

1,668.4

1,668.7

564.77

+32.5

1,669.1

1,633.4

MAR.

1,668.1

1,669.7

1,690.2

1,704.3

1,714.8

1,719.9

1,723.3

1,731.5

1,757.2

1,875.3

1,909.8

1,919.7

1,925.2

1,931.2

1,932.6

1,931.9

1,929.7

1,931.2

1,931.9

1.936.U

1,938.6

1,938.6

1,938.6

1,940.0

1,951.1

1,963.1

1,967.6

1,972.1

1,975.1 

1,978.4

573.60

+312.2

1,978.4

APR.

1,980.3

1,979.6

1,980.7

1,995.4

2,010.6

2,046.2

2,059.0

2,064.4

2,063.6

2,062.8

2,059.0

2,057.4

2,057.8

2,055.5

2,053.5

2,048.9

2,044.6

2,041.9

2,040.4

2,038.1

2,035.0

2.040.0

2,050.8

2,073.3

2,089.7

2,103.8

2,125.2

2,134.0

2,134.0

577.40

+146.9

2,134.0

MAY

2,128.0

2,127.6

2,125.2

2,121.6

2,116.9

2,111.3

2,108.6

2,105.0

2,103.4

2,105.8

2,108.9

2,109.7

2,109.7

2,107.0

2,105.0

2,103.8

2,103.8

2,103.4

2.102.3

2,101.1

2,100.3

2,099.5

2,097.6

2,096.0

2,095.6

2,095.2

2,094.0

2,094.0

2,091.7 

2,089.3

576.42

-38.2

2,128.0

JUNE

2,088.6

2,087.0

2,085.8

2,084.2

2,082.7

2,081.9

2,081.1

2,079.9

2,078.8

2,077.6

2,076.4

2,075.6

2,074.0

2,072.9

2,071.9

2,070.9

2,070.9

2,071.3

2,070.5

2,069.0

2,067.8

2,067.1

2,065.9

2,064.8

2,063.2

2,060.9

2,059.7

2,057.8

2,056.2

575.54

-34.3

2,088.6

JULY

2,054.3

2,053.9

2,052.8

2,052.0

2,050.8

2,049.3

2,048.1

2,046.6

2,045.0

2,045.0

2,044.3

2,043.5

2,042.3

2,040.4

2,037.7

2,035.4

2,033.1

2,031.5

2,030.0

2,029.6

2,027.7

2,024.7

2,022.8

2,021.2

2,019.0

2,017.1

2,016.3

2,014.4

2,012.5 

2,010.6

2,007.2

574.22

-50.6

2,054.3

2,007.2

AUG.

2,003.4

2,001.8

2,000.7

1,997,2

1,993.8

1,990.1

1,986.3

1,983.0

1,984.1

1,982.6

1,980.0

1,978.4

1,975.4

1,970.6

1,966.4

1,966.4

1,964.9

1,960.8

1,957.4

1,953.4

1,948.9

1,952 .6

1,951.9

1,950.4

1,945.6

1,942.3

1,942.6

1,938.2

1,936.7 

1,939.7 

1,943.0

572.50

-64.4

2,003.4 

1,936.7

SEPT.

1,938.9

1,934.1

1,929.3

1,923.8

1,918.2

1,915.3

1,915.7

1,913.1

1,907.7

1,902.2

1,897.1

1,890.9

1.886.E

1,885.8

1,879.3

1,873.5

1,873.2

1,868.2

1,862.4

1,859.5

1,859.5

1,854.1

1,849.1

1,843.8

1,837.8

1,832.1

1,830.3

1,835.6

1,837.8 

1,836.0

569.56

-106.5

1,938.9 

1,830.3

CALENDAR YEAR 1963.. .................. * +43.6

WATER YEAR 1963-64.................... * +48.9

t Elevation, In f 

* Change In oonte 

Note. Prior to J

at, at 2400 hour 

ts, In thousands 

n. 1, 1964, oont

at end of me 

f acre-feet.

ts at 0800.

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 1100 hours, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2 

3 

4 

5

6

7

8 

9

12 

13 

14 

15

16

18 

19

21 

22 

23 

24

25 

26

28 

29

30

(t)

(*)

MAX 

MIN

OCT.

,833.5 

,828.9 

,824.3

,821.8 

,820.7

,814.4

,807.3 

, 800 . 4

1,785.0 

1,780.1 

1,776.6 

1, 771.4

1,765.9

1,757.6 

1,757.6

1,746.9 

1,741.0

1,734.2

1,725.4 

1,722.3

1,711.0 

1,706.0 

1,701.6

565.64 

-135.6 

1,833.5 

1,698.6

NOV.

1,696.6 

1,695.2 

1,691.2 

1,687.8 

1,684.4

1,680.8 

1,679.1 

1,678.0

1,669.1 

1,666.1 

1,662.8 

1,663.1

1,663.1

1,662.4

1,669.1

1,688.2 

1,689.8 

1,692.2

1,689.5 

1,687.8

1,694.2 

1,694.5 

1,695.9

565.52 

-4.0 

1,696.6 

1,662.4

DEC.

1,693.2 

1,689.5 

1,687.5 

1,689.2 

1,688.5

1,688.8 

1,689.2 

1,686.8

1,683.8 

1,686.5 

1,686.8 

1,685.5

1,683.8

1,680.4 

1,674.4

1,673.7 

1,672.0 

1,670.4

1,668.7 

,669.1

,666.7 

,665.1 

,663.4

564.49 

-34.4 

1,693.2 

1,661.4

JAN.

1,658.7 

1,659.1 

1,661.7 

1,662.7 

1,662.4

1,660.7 

1,660.7 

1,662.4

1,733.8

1, 758.6 

1,763.8 

1,767.3 

1,769.7

1,771.8

1,771.1 

1,766.9

1,758.6 

1,752.4 

1,753.8

1,755.5 

,758.3

, 759.0 

, 759.0 

,759.6

567.47 

+100.9 

1,771.8 

1 , 658 . 7

FEB.

1, 760.0 

1,760.0 

1,758.3 

1,757.6 

1,756.9

1,756.9 

1,757.2 

1,757.9

1,814.0

1,883.6 

1,900.0 

1,909.1 

1,914.2

1,919.3

1,920.1 

1,919.3

1,910.5 

1,906.2 

1,900.3

1,895.2 

1,890.9

1,890.9

571.24 

+133.4 

1,920.8 

1,756.9

MAR.

1.896.0 

1,933.7 

1,948.1 

1,952.6 

1,955.2

1,953.7

1,951.9 

1,948.1

1,938.9

1,932.2 

1,928.9 

1,926.0 

1,927.8

1,927.1

1,930.8 

1,928.5

1,924.9

1,925.2 

1,926.0

1,926.3 

1,928.2

1,928.2 

1,932.6 

1,944.1

672.79 

-1-57 . 0 

1,955.2 

1,896.0

APR.

1,951.5 

1,953.7 

1,958.6 

1,963.1 

1,967.2

1,970.6 

1,974.3 

1,978.5

1,984.1

1,988.6 

1,990.1 

1,990.9 

1,991.2

1,992.4

1,992.4 

1,992.4

1,992.0 

1,991.6 

1,991.2

1,991.2 

1,992.0

1,993.5 

1,992.4 

1,991.6

573.88 

+40.9 

1,993,5 

1,951.5

MAY

1,991.2 

1,990.1 

1,989.4 

1,988.2 

1,987.5

1,987.9 

1,987.5 

1,987.1

2,015.9 

2,019.3 

2,020.8 

2,020.8

2,023.9

2,024.6 

2,025.4

2,025.8 

2,025.4 

2.025.0

2,023.5 

2,023.5

2,053.1 

2,057.0 

2,059.7

575.69 

+69.2 

2,060.1 

1,986.7

JUNE

2,060.5 

2,061.2 

2,060.8 

2,060.8 

2,059.7

2,060.8 

2,060.8 

2,060.5

2,0£0.8

2,062.4 

2,062.4 

2,072.5 

2,083.0

2,085.8

2,087.4 

2,087.4

2,087.7 

2,086.6 

2,088.1

2,095.2 

2,U99.5

2,104.2 

2,103.0 

2,099.9

576.62 

+36.3 

2,104.2 

2,059.7

JULY

2,096.4 

2,095.2 

2,094.4 

2,094.4 

2,093.6

2,092.4

2,090.9 

2,086.2

2,079.9

2,077.6 

2,073.7 

£,069.4 

2,065.1

2,062.4

2,056.2 

2,055.4

2,042.7 

2,036.9 

2,030.0

2,022.0 

2,021.2

2,009.4 

2,004.1 

1,996.2

573.72 

-111 .6 

2,096.4 

1,989.7

AUG.

1,984.1 

1,981.8 

1,976.9 

1 , 9 70 . 6 

1,964.6

1,958.6 

1,953.3 

1,948.9

1,941.1

1,927.1 

1,919.7 

1,913.1

1,906.9

1,906.2

1,894.9

1,887.9

1,876.0 

1,870.3 

1,869.9

1,857.0 

1,849.8

1,838.1 

1,831.0 

1,829.9

569.25 

-163.0 

1,984.1 

1,823.5

SEPT.

1,824.2 

1,820.0 

1,814.0 

1,808.0 

1,801.7

1 , 801 . 7 

1,796.1 

1,790.Z

1,771.1 

1,770.0 

1,763.1 

1,756.2

1,749.3

1,736.2 

1,730.1

1,722.2 

1,746.9 

1,775.2

1,777.0 

1,777.0

1,771.8 

1,765.9 

1,762.1

567.50 

-61.1 

1,824.2 

1,722.2

CALENDAR YEAR 1964. 

WATER YEAR 1964-65.

t Elevation, In feet 

* Change In contents
RED RIVER BASIN

7-3585. Lake Hamilton near Hot Springs, Ark.

Location. Lat 34°26'30", long 93°01'30", in sec.27, T.3 S., R.19 W., at Carpenter Dam on Ouachita 

River, 1-y miles downstream from Hot Springs Creek and 4|- miles southeast of Hot Springs.

Drainage area. 1,441 sq mi.

Records available. December 1930 to September 1965 month-end contents only. Published only in 

WSP 1311 and 1731.

Sage. Automatic Selsyn repeater gage. Datum of gage is at mean sea level.

Extremes.--1930-6S: Maximum contents, 208,060 acre-ft Mar. 31, 1945 (elevation, 402.28 ft); minimum 

since top of gate was first reached, 70,590 acre-ft Feb. 13, 14, 16, 1938 (elevation, 375.01 ft).

Remarks.--Reservoir is formed by concrete-gravity dam. Storage began Dec. 17, 1930. Capacity at 

top of tainter gates, 190,100 acre-ft (elevation, 400 ft), and at spillway crest, 70,560 acre-ft 

(elevation, 375 ft). Contents below spillway crest represents dead storage. Reservoir used for 

power development. Figures given herein represent total contents.

Cooperation. Records furnished by Arkansas Power and Light Co.

Water 

year

1961 

1962 

1963 

1964 

1965

Oct.

83,650 

83,650 

83,030 

83,230 

83,230

Nov.

157,480 

157,970 

158,400 

163,240 

158,900

Dec.

158,840 

158,590 

158,470 

157,540 

157,720

Jan.

157 720 

157 910 

157 600 

157 420 

157 660

Feb.

158 470 

176 370 

159 830 

L57 600 

159 890

Mar.

167,250 

177,290 

176,820 

177,020 

177,220

Apr.

157 780 

177 680 

181 180 

176 560 

176 630

May

182,830 

181,710 

181,180 

183,090 

179,660

June

183 160 

183 090 

180 920 

183 160 

182 630

July

183,160 

181,910 

183,510 

183,580 

182,500

Aug.

184,550 

187,610 

181,440 

183,230 

183,090

Sept.

185,320 

183,300

lai.iao

183,930

181,640

7-3590. Lake Catherine at Jones Mills, Ark.

Location.--Lat 34°25'35", long 92°53'40", in SW-^NW-f sec.36, T.3 S., R.18 W. , at Remmel Dam on 

Ouachita River at Jones Mills.

Drainage area. 1,516 sq mi.

Records available. October 1924 to September 1965 month-end contents only (published only in WSP 

1311 and 1731).

Sage. Meriam remote indicator gage. Datum of gage is at mean sea level. Prior to Jan. 10, 1956, 

staff gage at same site and datum.

Extremes. 1924-65: Maximum contents, 59,060 acre-ft Apr. 21, 1927 (elevation, 315.75 ft); minimum 

since top of gates was first reached, 16,370 acre-ft Feb. 7, 1925 (elevation, 292.34 ft).

Remarks. Reservoir is formed by concrete-gravity dam. Storage began Oct. 11, 1924. Capacity at 

£op~of tainter gates, 35,250 acre-ft (elevation, 305 ft), and at spillway crest, 13,950 acre-ft 

(elevation, 290 ft). Contents below spillway crest represents dead storage. Reservoir is used 

for power development. Figures given herein represent total contents.

Cooperation. Records furnished by Arkansas Power and Light Co.

Contents, in acre-feet, at 2400 hours on last day of

Water 

year

1961

1962

1963

1964

1965

Oct.

33,51.0

33,630

35,060

34,790

33, 590

Nov.

33,250

34,300

27,920

28,170

33, 630

Dec.

31 610

28 390

24 060

24 130

24 160

Jan.

30 , 200

25,860

23,730

23,910

24,060

Feb.

29 090

28 080

23 910

24 130

23 760

Mar.

33,820

27,040

23,910

24,060

33,070

Apr.

34,300

34,810

34,430

35,740

34,280

May

33,950

34,620

34,580

34,200

34,260

June

33 910

34 960

34 560

34 300

34 560

July

34 070

34 750

34 410

34 140

34 770

Aug.

33,530

36,020

34,100

34,770

35,060

Sept.

33 530

34 870

34 260

34 960

33 910
80S RED RIVER BASIN

7-3595. Ouachita River near Malvern, Ark.

Location. Lat 34°23'10", long 92°50'20" , in NW£ sec.16, T.4 S., R.17 W., near right bank on downstream side of pier of bridge on State Highway 84, 2 miles northwest of Malvern, 5.8 miles downstream from Remmel Da/n, and at mile 450.1.

Drainage area. 1,562 sq mi.

Records available. March 1903 to April 1905, June 1922 to September 1925 (fragmentary), October 1925 

to April 1927, January 1928 to September 1965. Published as "at Remmel Dam, near Malvern" January 

1925 to March 1937.

Gage. Water-stage recorder. Datum of gage Is 228.05 ft above mean sea level, datum of 1929. March 

1903 to April 1905 staff gage at same site at datum 2.0 ft higher. June 1922 to September 1924 

chain gage at present site and datum. January 1925 to March 1937 water-stage recorder at Remmel 

Dam, 5.8 miles upstream at datum 20.11 ft higher.

Average discharge. 38 years (1925-26, 1928-65), 2,302 cfs (1,667,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961 

1962 

1963 

1964

Date

Mar. 31 1961 

Feb. 27 1962 

July 16 1963 

Apr. 23 1964

Maximum

Discharge 

(cfs)

17,100 

14, 300 

53,800 

39,800 

13,600

Gage height 

(feet)

13.08 

11.95 

21.03 

18.81 

11.66

Date

June 16, 1961 

July 12, 1962 

Aug. 3, 1963 

July 12, 1964 

July 4, 1965

Minimum

Discharge 

(cfs)

294 

253 

102 

209 

236

Oage height 

(feet)

-

1903-5, 1922-65: Maximum discharge, 140,000 cfs May 15, 1923 (gage height, 30.3 ft); minimum, 

35 cfs Sept. 18, 1955; minimum dally observed, 40 cfs Dec. 18-20, 1904.

Remarks . Records good. Flow regulated by Lake Catherine (see station 7-3590) since 1925 (usable 

capacity, 21,300 acre-ft), by Lake Hamilton (see station 7-3585) since 1932 (usable capacity, 

119,560 acre-ft), and by Lake Ouachita (see station 7-3575) since July 1952.

Revisions (water years ) . WSP 587: 1923. WSP 857: 1923(M). WSP 977: 1942. WSP 1211: 

area"! WSP 1391: 1903 -4 .

DISCHARGE, IN CUBIC FEET PER SECQNOt HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

Drainage

DAY

1 

2

5

6

8 

9

11 

12

14 

15

18 

19

20

Zl 

22

23 

24 

25

27

28

MAX 

MIN

OCT.

324

315

2,850

2,810

3,050

2.880

NOV.

2,220

2*590

3.05C

1.830

2,280

DEC.

5.60C

3,590

3,590

JAN.

3,480

3.59C

3,050

FEB.

2f280

1,860

3,370

MAR.

2,950

3,590

3,590

APR.

7,590

3.370

3,370

MAY

8,500

2,190

1,040

JUNE

1,630

606

650 

794

JULY

605 

601

2,140

1,960 

2,310

AUG.

2,640 

2,680

2,580 

2.59C

493

2,950 

2,570

SEPT.

2,970 

928

2,950

368 

2,140

2,660 

2,870

1,230 

570 

2,270

2,820

2,147

13,400 MIN
RED RIVER BASIN

7-3595. Ouachlta River near Malvern, Ark. Continued

DISCHARGE, IN CUBIC FEET f>E* SECOND, fcATE* YEAR OCTOBEH 1961 TO SEPTEMBER 19fc2

1

3

5

7

10 

11

15 

17

1?

22 

23

JO

MEAN

MIN

7t<_> 

2,150

<:,75i

2, etc

2,79v,

t.blC 

l.lj.

i.b'.C

675 

?.65u

75S

2,31u

38S

.,6dC

^,140

JtlSi.

6, 11C

2,34<,

066

2,i 0C

3,370

3, -nSC

3,461,

8,?90

3,5^0

3,480

3,430

 

3.5<=o

3,460

3,460

3,71i

b, 2 : j

3,260 

3,150

3,C5C417

1,340

2,180

44°

«4

318

288

38C

290 

3(16

3C1

666

298

294

2B8

10,053

288

294

288 

238

286

282

288

32C

284 

254

232

8,978

253

30?

292 

2<4 

288

816

1.210

1,860 

1,860

614

1 ,840

1.040 

384

2,080

38,908

288

3,350

1,870

1,860 

2,150

1,530

3,150

1,780

1,730

395

1,890

2,380

1,980

1,020

63,162

384 

125,300

DISCHARGE, IN CUBIC FEfcT PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1 

2 

3

4

6

7

12

15 

16

IB 

l=i

24

28 

2s 

30

31

TOTAL

MAX 

MIN

1.63C 

2,15 U

2,'J7o 

1,230

2,^5;

2,440

3,370

3.37J

3, 370

3,370 

3.37J

3,370

3;><:

J.37G

3,050 

3,j50

Jili'..

i.te:

4oC

714 

1,070

^

524

336

498

380 

551

1.47G

1.C20

380

510

454 

4U4

______

2SO

344 

504

2,89u 

2,410

3,260 

4,OOJ

440

448

320

441 

432

412 

466

676

472

384 

521

409

237

417

408

398

444

374 

352

280

266

198

271

266 

222

224

230 

232

522

137

221

332 

233

25,500

1,360 

1,010

450

244

104

3 TO 

1-12

309 

144

218

214

306

268

252

102

SEPT.

234 

374

312 

175

350

240 

178

268

524

187

469

244

237

______

8,008

524 

162
RED RIVER BASIN

7-3595. Ouachlta River near Malvern, Ark.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER (TEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY 

I

3 

4 

5

6

7

10 

11

L4 

15

It

17

i8

2VJ

21

30 

31

TOTAL 

ME«N

HIN

OCT.

301

618

319 

617

1,380

l,62u

1,480

2 la

NOV.

1.32L

591

1,460

234

DEC.

2,500

JAN.

288

FEB.

764

364

MAR.

941

APR,

1,870

5,204

HAY

548

616

509

1,062

JUNE

376

406

280

386

544

448

JULY

661

386

254 

364

658

886

858

639

AUG.

1,200

1,310

1,570 

1,640

1,850

2,030

2,610

1,382

SEPT.

2,720 

382

2,580

2,090

3,200 

1,280

2,120 

2,480

2,620 

2,980

2,510

68,338 

2,278

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

3 

4

5

6 

7

8

9 

10

11 

12

18 

19 

20

27

28 

23

MINI

2,010 

2.16U

2,2bU 

1,890

1,390

rca

1,800 

2,500

2,950 

2,950

1,130 

1,450

2,130 

3,150

1,960

1,680

928

2,030 

3'32

390

3,370 

3,050

3,150 

2,950

618

500

3,480 

8,560

3,260 

3,150

1.180

3,150

3 150 

3,150

988

1,150 

964

324

440

412 

568

386 

372

402 

389

378

388

881

419 

388

406 

428

464 

442

 402

704

881

408 

394

1,250 

618

378 

356

398

658 

303

1,870 

1,880

1,750 

3.150

3.150 

3,260

3,150 

3,150

890 

2.480

3,150 

800

3,150 

3,150

SEPT.

3,050 

3,260 

2,190

3,150

3,150 

3,150

1,160 

4,190

2,6*0 

332

1,840 

1,840

147,000
RED RIVER BASIN 811

7-3605. Lake Greeson near Murfreesboro, Ark.

Location. Lat 34°08'55", long 93°42'55", In NW, set.18, T.7 S., R.25 W. , at Narrows Dam on Little 

Missouri River, 6.5 miles northwest of Murfreesboro, 9.7 miles upstream from Muddy Pork, and at 

mile 105.5.

Drainage area. 237 sq mi.

Records available. November 1949 to September 1965. Prior to October 1951, published as Narrows 

Reservoir near Murfreesboro.

Gage. Water-stage recorder. Datum of gage is at mean sea level, datum of 1929 (levels by Corps of 

Engineers). Prior to Jan. 15, 1950, staff gage at site 700 ft upstream at same datum. Jan. 15 

to July 10, 1950, wire-weight gage and July 11 to Oct. 2, 1950, automatic Selsyn repeater gage, 

at present site and datum.

Extremes.--Maximums and minimums (contents in acre-feet, elevation in feet) for the water years 

1961-65 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

May 9, 1961 

Apr. 2, 1962 

May 6, 1963 

Apr. 29, 1964 

Apr. 12, 1965

Contents

319,000 

263,300 

240,100 

298,800 

256,900

Elevation

553.13 

545.68 

542.21 

550.56 

544.75

Minimum

Date

Oct. 23-25, 1960 

Nov. 21, 1961 

Oct. 13, 1962 

Dec. 24, 1963 

Sept. 21, 1965

Contents

164,300 

176,600 

172,300 

160,000 

181,100

Elevation

528.54 

531.05 

530.19 

527.62 

531.95

1949-65: Maximum contents, 359,330 acre-ft May 21, 1953 (elevation, 557.84 ft); minimum since 

top of power pool was first reached, 160,000 acre-ft Dec. 24, 1963 (elevation, 527.62 ft).

Remarks.--Reservoir is formed by concrete-gravity dam. Outlet works consist of a flood-control section containing two regulated outlets, a power intake section containing three 10-foot diameter 

penstocks, and an uncontrolled overflow spillway section. Storage began Nov. 30, 1949, and 

bottom of power pool was first reached Feb. 1, 1950. Capacity between elevations 548.0 and 

563.0 ft is 128,200 acre-ft and is reserved for flood-control storage. Reservoir is used for 

flood control, power development, and recreational purposes. Figures given herein represent total 

contents. Data regarding dam and reservoir are given as follows: Capacity at top of spillway 

crest, 407,900 acre-ft (elevation, 563.0 ft); top of designated power pool, 279,700 acre-ft 

(elevation, 548.0 ft); and top of conservation pool and bottom of designated power pool, 77,600 

acre-ft (elevation, 504.0 ft). Elevation of bottom of lowest outlet, 436.9 ft.

Cooperation. Records furnished by Corps of Engineers.

ty table, water years 1961-65 (elevation, in feet, and contents, in thousands of acre-feet)

527

528

529

532

157.1

161 3

166 5

535

538

541

544

197.3

214,3

232.4

251.9

547

550

554

272.5

294.5

326.1

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT O800 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

MIN

OCT.

166.4

166.0

165.9

165.2

165.5

165.0

165.0

165.0

165.0

165.0

165.0

165.0

165.0

164.9

164.9

164.7

- 164.6

164.6

164.6

164.6

164.5

164.5

164.4

164.3

164.3

164.8

164.8

164.8

164.9

165.2

165 . 2

528.73

-1.2

166.4

164.3

NOV.

165.2

165.1

165.1

165.1

165.1

165.1

165.1

165.1

165.9

167.0

167.4

167.8

168.1

168.2

168.4

169.2

169.6

169.8

170.0

170.2

170.2

170.1

170.0

170.0

170.0

170.0

169.6

169.5

169.2

168.6

529.37

+3.1

170.2

165.1

DEC.

168.3

167.9

167.5

167.2

167.2

170.7

184.6

188.4

190.7

192.0

202.8

207.7

209.0

209.2

209.5

209.2

208.7

209.0

209.3

208.3

207.4

206.1

205.1

204.2

204.3

204.5

204.6

203.8

202.9

202.2

201.7

535.98

+34.4

209.5

167.2

JAN.

203.6

205.2

206.6

207.3

207.9

208.1

208.3

209.0

209.2

209.2

209.2

209.0

208.9

208.9

209.7

210.4

210.7

21O.9

211.1

210. 4

210.0

2O9.8

210.1

2O9.7

209.5

209.0

2O8.9

207.3

206.9

207.0

536.67

+3.9

211.1

203.6

FEB.

2O6.7

206.5

206.2

205.7

205.6

205.7

204.8

204.5

203.8

203.1

202.8

202.9

202.8

203.0

202.8

203.0

203.1

208.5

217.6

220.5

227.0

231.2

233.7

235.0

236.4

237.6

238.6

239.4

______

 

542.17

+33.3

239.4

202.8

MAR.

240.1

240.4

240.7

241.4

242.7

246.6

249 .O

25O.2

250.3

250.0

249.5

248.8

254.7

255.9

256.4

256.6

256.0

254.6

252.7

250.8

250.3

251.3

251.9

253.3

253.5

252.9

266.2

272.4

274.4

277.5

548.80

+45.7

283.7

240.1

APR.

286.6

287.6

287.9

286.1

284.0

281.0

278.2

276.1

278.0

278.9

279.5

278.3

276.3

274.1

272.2

269.7

266.9

264.3

261.5

260.0

258.5

257.9

258.2

258.5

257.8

257.4

257.1

257.1

256.8

256.8

544.73

-28.8

287.9

256.8

MAY

257.5

257.9

257.3

257.3

257.3

298.0

314.9

317.7

319.0

317.6

313.9

308.5

302.7

296.9

292.5

289.2

285.6

282.2

279.0

276.1

273.5

272.3

272.7

272.4

272.2

271.6

271.5

271.5

271.4

271.1

270.6

546.70

+13.6

319.0

257.3

CALENDAR YEAR 1960 .................... * -34.8

JUNE

27O.3

269.9

269.5

269.4

270.4

270.1

269.7

269.3

269.8

269.9

270.3

270.5

270.3

270.0

269.9

268.9

267.9

267.9

267.9

267.2

266.0

264.8

263.6

262.6

262.6

262.5

261.4

260.2

259.1

257.9

544.72

-13.7

270.5

257.9

JULY

256.7

256.7

256.7

255.5

255.4

254.2

252.9

251.7

252.2

252.1

250.8

249.7

248.4

247.8

248.0

249.5

249.6

248.4

246.8

245.2

243.6

241.8

240.4

242.3

241.0

239.7

238.2

236.6

235.2

233.5

540.83

-35.3

256.7

233.1

AUG.

231.

229.

227.

226.

225.

223.

223.

221.

220.

219.

217.

215.

214.

216.

216.

216.

216.

215.

214.

214.

215.

213.

213.

212.

210.

209.

207.

207.

205.

203. 

201.

535.5

-31.

231.

201.

SEPT.

200.1

198.1

198.0

197.6

196.5

196 -.0

194.7

193.5

192.3

192.2

191.2

190.1

194.0

197.5

197.1

196.1

196.3

196.8

196.6

196.4

196.0

195.8

195.5

195.4

195.1

194.8

193.9

193.2

192.8

192.5

534.37

-6.2

200.1

190.1

t Elevatio 

* Change 1
RED RIVER BASIN

7-3605. Lake Greeson near Murfreesboro, Ark.--Continued 

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 0800 HOURS, MATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

(t)

(*)

MAX

MIN

OCT.

194.2

194.7

194.6

194.4

194.0

193.9

193.2

193.1

192.6

191.5

191.4

191.2

190.8

190.4

190.3

189.9

189.4

189.0

188.5

188.1

187.7

187.4

187.0

186.6

186.2

185.8

185.4

184.9

184.5

184.0

183 .3

532.25

-11.2

194.7

183.3

NOV.

182.7

181.9

181.6

181.1

181.1

180.7

180.2

179.8

179.4

179.0

178.5

178.4

178.1

177.8

177.5

177.2

177.1

177.1

177.1

176.8

176.7

178.0

191.2

194.2

195.3

196.1

196.8

196.6

196.2

196.2

534.80

+13.5

196.8

176.7

DEC.

196.2

196.1

196.1

196.1

196.2

195.7

195.5

195.5

197.9

204.4

207.6

209.4

210.6

211.6

211.4

212.3

216.3

220.0

221.9

222.9

223.6

224.2

224.1

224.7

224.5

224.9

225.5

225.5

224.9

224.7

224.9

539.80

+28.9

225.5

195.5

JAN.

225.1

224.8

224.6

224.6

224.8

224.9

225.2

225.8

225.9

224.9

224.2

222.9

221.2

220.9

224.7

226.5

228.2

228.5

228.5

228.1

228,6

231.9

237.7

240.6

240.8

241.8

243.5

245.5

247.8

247.6

245.6

542.80

+18.9

247.8

220.9

FEB.

243.5

240.8

239.1

239.3

239.4

237.4

235.4

233.3

231.6

230.7

230.8

231.0

230.4

229.6

228.9

230.8

231.8

233.7

234.9

235.0

233.8

233.3

234.0

237.5

240.3

243.2

255.5

261.2

 

545.50

+18.1

261.2

228.9

MAR.

262.8

263.2

262.1

260.2

258.4

256.2

253.8

251.5

250.0

249.2

250.6

251.1

250.3

249.7

248.2

247.1

246.3

246.6

246.8

245.8

247.4

248.8

249.2

249.6

252.6

255.4

256.0

255.8

255.4

255.2

257.8

545.26

-1.7

263.2

245.8

APR.

261.6

263.3

262.7

261.2

259.0

E56.9

255.4

255.0

255.1

254.2

252.7

251.5

251.1

250.7

250.5

250.6

250.7

249.7

248.8

247.5

247.0

247.0

248.0

249.2

248.2

247.9

246.4

246.9

248.8

249.4

543.72

-10.4

263.3

246.4

MAY

251.7

253.6

253.9

254.0

252.9

253.3

253.6

252.5

251.1

249.9

249.3

249.2

249.2

249.2

E48.4

248.2

247.6

247.5

247.3

247.2

247.2

246.6

246.2

245.8

245.8

245.7

245.7

245.6

246.2

246.3 

246 .3

543.17

-3.6

254.0

245.6

JUNE

246.4

246.6

247.1

247.3

247.4

247.5

247.9

248.8

249.2

249.3

249.9

250.1

250.1

250.1

250.1

249.3

248.2

248.2

247.8

247.6

247.0

246.5

245.8

245.2

244.6

244.2

243.8

243.0

242.5

242.3

542.55

-4.1

250.1

242.3

JULY

242.3

242.3

241.3

240.7

239.9

238.8

237.6

235.3

234.9

233.8

232.8

231.6

230.6

229.5

229.3

229.3

228.9

228.1

227.6

226.5

224.8

224.4

224.4

223.1

221.4

220.4

219.0

217.8

218.6

218.6

538.39

-25.7

242.3

217.8

AUG.

216.6

215.4

214.4

213.6

213.4

213.1

212.0

210.5

209.1

207.8

207.3

205,5

205.1

204.1

203.2

201.9

200.6

199.2

198.4

198.1

196.6

195.3

194.0

192.9

191.8

191.7

191.5

190.0

188.7

188.2

533.16

-29.2

216.6

187.4

SEPT.

188.0

188.6

187.8

186.1

184.1

183.7

184.0

184.0

184.1

185.9

185.6

184.7

184.2

183.2

182.8

182.8

182.7

182.4

181.9

181.5

181.0

180.7

180.7

180.7

180.3

180.4

179.9

179.5

178.9

178.8

531.49

-8.6

188.6

178.8

CALENDAR YEAR 1961.................... * +22.4

MATER YEAR 1961-62.................... * -15.1

t Elevation, in feeb, at 2400 hour 

t Change in contents, in thousands

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT OSOO HOURS. MATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

2E

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

MIN

OCT.

179.4

179.6

179.4

179.0

178.4

177.1

176.8

177.0

177.6

176.6

175.1

173.6

172.3

172.5

174.6 

176.8

179.6

180.6

181.1

181.3

183.6

184.7

185.1

185.0

185.0

184.4

183.3

183.6

184.4

184.0 

183.6

532.43

+5.1

185.1

172,3

NOV.

183.9

183.9

183.4

183.5

183.5

183.5

182.8

183.2

183.5

183.6

84.3

84.7

84.8

84.7

84.5

84.1

84.4

84.5

6.5.0

80.9

79.7

79.8

79.8

80.0

80.2

79.3

78.8

79.5

79.8

531.66

-4.2

184.8

178.8

DEC.

179.9

180.3

180.9

180.9

181.2

181.2

181.0

180.8

180.9

180.9

180.3

178.9

178.8

178.8

178.8

178.8

179.0

177.2

176.3

176.1

175.7

175.2

175.2

175.3

175.4

175.5

175.7

175.9

175.5

'

530.97

-3.5

181.2

175.2

JAN.

176.3

176.7

177.0

177.2

177.5

177.9

179.0

179.7

180.1

180.6

181.1

181.6

181.2

181.2

181.6

181.1

180.9

181.1

181.3

181.3

181.5

181.7

179.9

177.5

176.3

176.3

176.3

174.1

173.6

'

530.50

-2.4

181.7

173.6

FEB.

173.8

174.1

174.2

174.2

174.2

174.3

174.4

174.5

174.6

175.0

175.7

176.1

176.4

176.8

177.4

177.6

178.0

178. E

178.4

178.6

178.6

178.9

179.0

179.2

179.4

179.5

1 79 ..6

___ __

 

531.82

+6.7

179.6

173.8

MAR.

182.4

186.4

188.4

190.0

192.0

194.3

195.9

197.3

198.1

199.1

202.3

207.9

210.2

211.5

215.0

220.1

223.1

E24.8

226.3

226.8

227.3

227.4

228.0

228.8

228.6

228.6

228.3

228.3

228.3

540.32

+47.8

228.8

182.4

APR.

228.6

228.1

2E7.8

227.3

227.2

227.6

227.8

227.7

227.4

227.2

226.9

226.9

227.0

227.0

226.6

226.2

226.0

226.0

226.1

2E6.2

226.0

226.0

226.0

226.2

226.6

229.2

235.0

237.4

541.89

+9.8

237.4

226.0

MAY

238.3

238.6

239.0

239.2

239.4

240.1

240.1

239.9

239.9

240.1

239.8

239.9

239.9

239.9

239.4

239,4

239.4

239.4

239.4

239.4

239.3

239.3

239.0

238.9

238.9

238.9

239.2

239.2

239.2

542. u6

+1.1

240.1

238.3

JUNE

239.1

239.1

239.0

239.0

238.9

238.8

238.6

238.6

238.5

238.5 .

238.3

238.2

238.3

238.3

238.2

238.5

238.6

238.6

238.6

238.6

238.6

238.6

238.6

238.3

237.6

237.4

236.9

236.4

236.1

541.56

-3.2

239.1

236.1

JULY

236.0

235.9

235.4

234.6

234.5

233.6

233.3

233.4

232.6

231.8

231.0

230.2

229.2

229.2

2E8.7

227.4

226.0

224.6

223.3

231.4

219.9

219.0

218 . 2

217!s

216.4

215.9

216.2

216. E

215.1 

214.1

537.75

-23. E

£36.0

214.1

AUG.

212.8

211.5

210.2

210.1

210.0

208.9

207.6

206.4

205.2

204.0

204.0

203.9

202.7

201.7

201.0 

200.5

200.1

£00.0

199.5

198.5

197.5

196. -3

195.0

193.6

193.4

193.0

191.1

189.3

187.2

185.8

532.83

-27.1

212.8

185.8

SEPT.

185.7

185.5

185.0

183.4

182.2

182.1

181.2

181.6

181.6

181.4

181.0

180.1

179.8

179.8

179.8 

1 9.8

1 9.8

1 9.8

1 9.8

1 9.1

1 8.7

1 8.1

1 7.9

1 7.4

1 6.9

1 6.5

1 6.0

1 5.5

1 5.5

1 5.5

530.73

-10.7

185.7

175.5

t Elevation, in feet, at E400 hour 

* Change in contents, in thousands
RED RIVER BASIN

7-3605. Lake Greeson near Murfreesboro, Ark.--Continued

CONTENTS, IN THOUSANDS OF ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

Z

3

4

5

6

7

a

9

10

11

12

13

U

IS

16

17

18

19

20

21

22

23

24 

25

26

27

28

29

30 

31

(t)

(*)

MAX

MIN

OCT.

175.0

174.4

173.9

173.5

173.0

173.0

172.5

171.5

171.1

169.5

169.0

168.6

168.6

168.0

167.6

167.0

166.6

166.2

166.0

166.0

166.0

165.7

165.2

164.6

164.2 

163.8

162.9

162.9

162.6

162.6 

162.5

528 12

-12.6

175.0

162.5

NOV.

162.4

162. 4

162.4

162.2

162.2

162.2

162.2

162.2

162.2

162.2

162.2

162.2

162.1

162.1

161.9

161.8

161.7

161.9

162.0

162.1

162.2

163.6

163.9

163.9

163.9

163.8

163.8

163. B

163.8

528 . 40

+1.3

163.9

161.7

DEC.

163.7

163.7

163.6

163.5

163.5

163.4

163.3

163.3

163.2

163.2

163.3

163.4

163.4

163.5

163.6

163.6

163.6

163.6

163.6

163.6

163.2

163.1

162.6

160.3

160.1

160.1

160.1

160.1

160.2 

160.2

527.65

-3.5

163.7

160.1

JAN.

160.2

160.2

160.2

160.2

160.2

160.2

160.2

160.2

160.3

160.3

160.3

160.3

160.2

160.2

160.2

160.2

16O.1

16O.1

160.1

160.1

160.1

160.1

160.1

160.1

160.1

160.1

160.1

160.1

160.1 

160.3

527.70

+0.2

160.3

160.1

FEB.

160.4

160.4

160.4

160.4

161.1

161.7

162.2

162.4

162.6

162.6

162.9

162.9

163.8

164.3

165.0

165.5

165.8

166.1

166.4

166.5

166.7

166.8

166.9

167.0

167.1

167.2

167.3

167.3

------

529.16

+6.9

167.3

160.4

MAR.

167.3

167.6

168.6

169.2

169.9

170.6

171.0

172.0

175.4

194.4

198.2

200.4

201.6

202.0

202. 7

203.2

203.6

204.0

204.9

205.2

205.6

205.8

206.1

206.3

208.1

208.7

209.4

209. B

210.2 

210.4

537.36

+43.3

210.4

167.3

APR.

£10.6

210.7

211.2

211.6

212.1

213.4

214.3

215.0

215.4

E15.8

216.1

217.0

217.6

218 . 3

218.6

219.0

219.3

219.6

220.0

220.2

220.4

226.6

247. b

270. B

285.2

295.3

296.3

298. 8

297.4

55U.18

+85.3

298. B

210.6

MAY

295.2

293.1

290. B

288. 1

285.3

282.2

279.7

277.2

274.7

272.5

270. B

269.3

269.2

269.1

269.0

268.7

268.7

268.8

268.7

268. 3

267.9

267.5

267.2

267.1

265.9

265.3

265.2

264. B

265.2 

265.2

545.95

-3U.7

295.2

264.8

JUNE

265.2

265.2

265.2

264.5

264.3

264.3

263.5

263.2

262.4

262.3

262.3

262.1

261.1

261.1

261.0

259,8

259.0

258. 1

256.9

255.7

255.3

255.3

254.1

253.0

250.7

249.3

249.3

249.3

247. B

543.20

-16.6

265.2

247.8

JULY

246.6

245 .5

244.3

244.3

244.3

244.0

242.7

241.2

239.6

238.0

238.0

238.0

238. 0

236.9

235.6

234.4

233.1

232.0

230.8

230.6

229.8

228.5

226.9

225.7

224.2

224.7

223.6

222.2

220. B 

219.9

538.76

-27.8

246.6

219.9

AUO.

218.8

218.3

217.8

216.6

215.1

213.7

212.3

211.1

211.1

211.1

209. B

208.7

208.6

208.5

207.5

207.4

207.3

206.0

205.3

204.0

202.7

203.7

203. B

203.8

203.0

205.4

205.8

206.4

207.5 

208.1

536.77

-11.6

218.8

203.0

SEPT.

207.2

206.1

204.9

203.6

202.3

202.3

202.3

202.3

201.2

200.0

199.0

197.8

197. B

197.8

197.7

196.9

197.4

197.2

196.9

196.5

196.6

196.3

195.9

195.8 

195. B

195.8

196.2

198.1

198.6

198. 7

535.24

-8 . 6

207.2

195.8

CALENDAR YEAR 1963. ................... * -16.0

WATER YEAR 1963-64.................... * +23.6

t Elevatio 

* Change I

In feet, at 2400 ho

CONTENTS, IN THOUSANDS OP ACRE-FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2 

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

(t)

(*)

MAX

MIN

OCT.

198.6

196.3 

197.8

197.8

197.8

197.4

197.1

196.6

196.2

195.8

195.8

195.8

195.4

195.1

194.8

194.4

194.0

194.0

194.0

193.4

193.0

192.6

192.1

191.7

191.7

191.7

191.2

190.8

190.3

190.0 

189.6

533.56

-9.1

198.6

189.6

NOV.

189.6

189.2 

188.4

187.3

187.0

186.6

186.2

186.1

186.0

185.9

185.0

184.6

184.0

183.6

183.6

183.6

183.5

183.1

183.6

185.7

186.2

186.1

186.1

186.1

185.6

185.3

185.3

185.4

185.4

185.6

532.63

-4.9

189.6

183.1

DEC.

184.7

183.7

183.8

183.8

184. 0

184.2

184.1

183.8

183.9

184.1

184.4

184.9

185.1

184.9

185.0

184.9

184.2

184.1

184.1

184.2

184.1

183.7

183.6

183.6

183.8

183.8

183.8

183.6

183.2

182.8

532.23

-2.1

185.1

182.8

JAN.

182.6

182.6

183.4

183.3

183.1

182. B

182.6

189.8

201.2

204.6

205.8

206.6

207.1

206.8

206.6

207.0

2O7.2

206.8

206.4

205.9

205.7

206.1

206.5

207.0

206.6

206.3

205.9

205.8

2O5.4 

205.5

536.48

+22.9

207.2

182.6

PEE.

205.7

205.2

202.8

202.8

202.6

202.6

203.1

204.3

217.1

220.6

233.2

237.1

239.7

241.2

240.5

239.4

238.6

238.2

 238.2

238.8

239.1

238.5

238.7

239.1

239.2

239.4

240.1

__ _ __

 

542.29

+35.1

241.2

202.6

MAR.

241.2

243.6

245.9

246.2

246.2

246.9

247.4

247.1

246.6

246.5

245.8

244.6

244.9

245.3

244.9

245.0

244.7

244.4

243.5

243.7

244.0

243.7

243.6

243.6

244.0

243.9

244.1

246.6

251.0 

252.2

544.18

+12.5

252.2

241.2

APR.

253.6

254.5

255.4

255.9

256.4

256.7

256.8

256.7

256.2

256.6

256.8

256.8

256.6

256.2

256.0

255.8

255.8

255.8

255.7

255.0

254.8

254.6

254. R

254.1

254.4

254.2

254.0

253.6

253.3

544.16

-.1

256.8

253.3

MAY

252.9

252.8

252.4

252 .0

251.7

251.6

250.9

250.9

252.2

253.0

253.4

253.4

253.4

253.4

253.1

253.2

253.5

253.4

252.9

252.6

252.4

252.4

252.9

252.1

251.4

252.0

253.1

253.1

253.4 

253.6

544.29

-.8

253.6

250.9

JUNE

253.8

253.8

253.7

253.7

254.1

254.2

253.9

253.6

253.1

253.0

252! 6

254.0

254.8

255.0

254.1

253.0

25E.O

251.9

251.9

250.8

250.1

252.0

252.2

252.1

252.6

252.6

252.0

251.0

543.71

-3.8

255.0

250.1

JULY

250.0

248. 9

247.1

247.1

247.0

246.3

245.4

244.3

243.1

243.0

242.6

241.3

240.0

238.5

237.7

237.4

237.4

237.4

235.7

233.7

231.8

229.8

228.2

228.2

227.9

226.5

225.4

224.5

223.3

222.2

539.32

-27.8

250.0

222.2

AUO.

222.2

221.9

219.2

218.0

216.8

215.5

215.7

215.7

214.4

213.1

211.7

210.4

209.1

209.1

209.0

207.7

206.4

205.0

203.7

202.2

202.2

202.2

201.0

199.8

198.4

197.1

196.1

196.1

196.0 

194.3

534.38

-28.8

222.2

194.3

SEPT.

193.9

193.5

191.5

191.4

191.4

190.6

189. 2

188. 2

187. 2

186.6

186.5

186.4

185.5

184.1

182.7

181.8

181.3

181.2

181.2

181.1

182.8

184.4

184.9

184.3

184.3

184.3

184.3

183.8

183.8

532.47

-9.6

193.9

181. 1

CALENDAR YEAR 1964....... . * +22 3

WATER YEAR 1964-65...............!...! * -14^9

t Elevation, in feet, at 24OO hours at end of month. 

* Change In contents, in thousands of acre-feet.
RED RIVER BASIN

7-3610. Little Missouri River near Murfreesboro, Ark.

Location. Lat 34°03', long 93°43', in SE£ sec.13, T.8 S., R.26 W., near right bank on downstream 

 side of pier of bridge on State Highway 27, 1.9 miles downstream from Muddy Fork Creek, 2 miles

southwest of Murfreesboro, 4.6 miles upstream from Prairie Creek, 11.4 miles downstream from

Lake Greeson, and at mile 94.1.

Drainage area. 380 sq mi.

Records available.--October and November 1927 and January 1928 (fragmentary), February 1928 to 

September 1931, July 1937 to September 1965.

Gage Water-stage recorder. Datum of gage is 324.28 ft above mean sea level, datum of 1929. Prior 

~~^b Sept. 30, 1931, chain gage at site 100 ft upstream at same datum. July 10, 1937, to Nov. 10, 

1938, wire-weight gage at present site and datum.

Average discharge. 31 years (1928-31, 1937-65), 605 cfs (438,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

May 6 1961 

Feb. 27 196Z 

Mar. 16 1963 

Apr. 23 1964 

Mar. 29 1965

Discharge 

(cfs)

13 000 

8 250 

3 770 

21 200 

8 410

Gage height 

(feet)

12.28 

9.69 

6.55 

14.52 

9.83

Minimum dally

Date

Nov. 8, 1960 

Sept. 23-24, 1962 

Sept. IB, 1963 

Several days 

Nov. 1, 16, 1964

Discharge 

(cfs)

4.1 

22 

11 

10 

14

Gage height 

(feet)

:

1927-31, 1937-65: Maximum discharge, 120,000 efs Mar. 30, 1945 (gage height, 19.84 ft), from 

rating curve extended above 38,000 ofs on basis of contracted-opening measurement of peak flow; 

minimum, 2.9 cfs Sept. 1, 1943.

Maximum stage known, about 21 ft in April 1927, from information by State Highway Department.

Remarks. Records good. Some regulation by Lake Greeson (see station 7-3605) since November 1949. 

Revisions (water years). WSP 1007: 1938, 1941.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER l°6l

DAY

1 

2

it 

5

6 

1

9 

11

14 

15

17

19

22 

23 

24

25

27 

28

30 

31

MEAN 

MAX 

MIN

OCT.

276 

205

135 

384

184

16 

14

15

16

25

8.6 

8.0 

8.0

8.0

9.9 

7.2

14 

9.0

63.3 

384 

7.2

NOV.

8.6 

8.0

8.6 

6.3

5.0

38 

32

179

79

110 

109 

72

16

241 

133

182

68.5 

4.1

DEC.

206

84

399

522

695 

686

454 

727

745

778 

66

JAN.

407

378

600

150 

400

863 

420

262

349 

119

FEB.

431

520

905 

787

357

60

MAR.

,300

,850

592 

400

7,320

4,890

2SO

APR.

1,890

1,840

224 

104

232

52

MAY

l<"t

1 ,'990

1,800

680 

349

190

174

63

JUNE

198

229

248

599 

604

682

32

JULY

32

688

614

1,030

880 

432

1.180

996

865

32

AUG.

874

616

913

260

572 

648 

808

1.2OO

298

1,000

128

SEPT.

1,060 

362

683

103

90

273

246 

154 

143

151

583 

189

214

511 

85
RED RIVER BASIN 815

7-3610. Little Missouri River near Murfreesboro, Ark.--Continued

UliChARGE, IN CUBIC FEET PER SECOND, W4TER YEAR OCTOBER 1561 TO SEPTEMBER 1962

DAY 

1

3 

4

7

10

11 

12

13 

15

17

21

22

27

28 

2>

jl

MEAN

MIN

OCT.

jiJ

ti

139

80

2C8 

132 

144

255

58

NOV.

430

328

2,'>ec

4^6

!«

_____

43C,

62

JEt.

bdS

53t

357

2d6

674

174

2,130

516

3,700

2,133

1,357

38C1,333

2,830

1.010

700

b.240

1,342

106

,720

1,130

1,620

1 . 160

1.74C

1,132

140

1,000

268

1.040

836

74

Z78

48 

36C 

218

23

23

361

23

81 

86

61. 

333

44C

362

199

25

458 

478

412 

26 

170

656

716

435

24

298

380 

446

273 

555

718 

648

608

628

388 

644

486

481

25

SEPT.

5C1

139 

68

882

590

479

202

52

40

228 

46

22 

217

230 

195 

216

_____

429

22

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3 

4

5

7 

a

1C

11

14 

15

16

17 

18

21

22

23

25 

2t

28 

2S 

30

31

MEAN

M1N

26 

293 

291

59R

22i>

927

46 

151

989

377

171 

145

4U5 

779

7(^6

853

26b

228 

525 

2t>2

30

508

128

206 

240

218

1,080

128

°t,8

832

______

304 

241 

364

227

362

834

115

228

656

325

-.88

12C

101

S2 

84

b22

240

122

122

90

110

81

640

62

59 

60 

55

42

96

81 

64 

57

46

57

--__-_

_____

1,6M 

657 

356

267

1,850

570 

458 

1,080

658

412

26C

83

202 

22C 

428

149 

101

115

200

43

5C

232

98

49 

128 

68

922

331

310 

258

255

83 

74

163

24

21 

27

?1

31

26

21

23 

23 

22

23

21

4C

40 

40

43

42

35

47

230

21

33 

124

240

70

368 

494

40 

214

682

81C 

774

463

236

666

30

748 

646 

762

702

310

34 

3C7

388 

124

180 

22

584

494 

588

325

962

180

14.169

22

23 

18 

641

298

92

214

294 

286

78 

20 

15

12 

11

68

250 

181

168 

182

19 

30

4,839

11
816 RED RIVER BASIN

7-3610. Little Missouri Riv

DISCHARGE, IM CUBIC FEET PER SECO

1 

2 

3

4 

5

6

7

a

9

11

12 

13 

14

15

18

20 

21

22

24 

25

26 

2B

29 

30 

31

MEAN

MAX

MIN

72

88 

92

89 

90

68 

762

242 

76 

20 

227

194 

276

187

166

90

572 

18

38 

11

12 

12

11

20

12 

12

27 

30 

31 

33

44

174

98 

22

15

11 

11 

11

40

11 

11

219 

234 

63

17

196

346

44

20

13

11

12

18 

18

17 

18 

97

12 

11

10 

10 

11 

10

10

18

18

39

31

28 

168

90 

77

34 

32 

31

28

er near

vID, WATER

4z

3,000

521 

326 

238

106

83 

79

90

118

86

lurf reesboro , Ar

81 

75

75

66 

169 

222 

172

88 

81

12,700 

3,630 

4,140

6,120

_____

1.9SC

1,700

1,800 

715 

187

68

270

108 

36

372

31

c. Continued

TO SEPTEMBER I<>o4

=5

118

26

238 

300

208

548 

526

584

 

6S5

32 

21 

276 

64"

541

321

406 

670

60 

848

483

21

34

681 

204

29 

436

23

572

188 

162

170

602

81 

474

23

542

32

746

486

502 

270 

32

18

152

200

134 

26

14 

524

31C 

284

14

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3

5

6

7

9 

10

11

14 

15

17

18

20

24 

25

23 

2?

MEAN

KIN

419 

125

37

178 

202

138 

202

31

319 

78

188

181

181 

18

97 

252

159

18

374 

430

191

403 

70

326 

241

184 

19

186

210

1*5

34

184

14

302 

398

147

73 

176

256 

188

254

446

31

205

197

31

42 

45

240

368 

246

780

550

94

188 

466

344

42

732

86

218 

52

2,380

968

 

785

52

388

412

552

226 

148

238

9.C8

4,730

614

129

558

638

382

344 

380

355

220

140

216

282

42

206

50

199 

180

610

73

242

230

235

39

34

37

23 

24

184

802

320

481

682

333

23

572

521

28 

257

564 

304

223

938

581

492

465

28

29

596

557 

632

290 

488

507

313

601

6O9

29 

520

646

432

28

198

513

24 

265

458 

368

302

20 

78

76

1«

62 

17

_____

223

15
RED RIVER BASIN

7-3612. Ozan Creek near McCaskill, Ark.

Location. Lat 33°52'34", long 93°35'34", in NE^-NWi sec. 17, T.10 S., R.24 W. , on downstream side of 

bridge on State Highway 24, 1 mile upstream from Haley Branch, 3.5 miles southeast of McCaskill, 

and at mile 14.5.

Drainage area.- -148 sq mi.

Records available. Occasional low-flow measurements, water years 1959-61. October 1961 to September 

1965. Hage -height records collected and occasional discharge measurements made by Corps of Engineers at this site since December 1939. Daily stage 1939 to date and results of discharge measurements 1947 to date published in reports of Corps of Engineers.

Gage. --Water-stage recorder. Datum of gage is 281.07 ft above mean sea level, datum of 1929. Prior 

to 1948 , staff gage at same site and datum.

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (4,000 cfs), water years 1962-65

Date

Nov. 23, 1961

Dec. 16, 1961 

Jan. 22, 1962 

Jan. 26, 1962

Time

0600

2200 

2100 

2400

Discharge

4,440

4,350 

7,250 

4,530

Gage

height

13.81

13.73 

14.96 

13.83

Date

Feb. 23, 1962

Mar. 11, 

Apr. 29, 1963

Time

2000

Discharge

* 8,450

* 2,420

Gage

height

15.30

12.43

Date

Apr. 23, 1964

Feb. 11, 1965

Time

1400

2200

Discharge

* 10,400

» 9,500

Gage 

height

15.87

15.58

No flow at times in each year.

1961-65: Maximum discharge, 10,400 cfs Apr. 23, 1964 (gage height, 15.87 ft); no flow at 

times.

Maximum stage known since at least 1939, 19.9 ft Mar. 30, 1945.

Remarks.--Records good. Low-flow discharge measurements for water year 1961 are as follows: 

470U cfs, Nov. 4, 1960; 15.3 cfs, June 28, 1961; 5.24 cfs, Aug. 31, 1961.

Cooperation.--Gage-height record furnished by Corps of Engineers.

DISCHARGE, IN CUBIC FtET PER SECOND, HATER YEAR OCTOBER 19ol TO SEPTEMBER 1962

1

2 

3

4

5

t 

7 

8

9 

lu

li 

13 

14

17

le

19

20

21

23 

24 

25

26

27

25

31

NEAN 

MAX 

WIN 

CFSM 

IN.

885 

521 

245

luc 

72

58 

50

43

39 

37

39 

32 

22

13

11 

9.6

10

10 

8.0 

7.5

7.C, 

7.5

6.5

lu

76.0 

B85 

6.5 

.51

.59

6.5 

6.5 

7.C

14 

16

12

11

10

9.1 

8.0

8.'- 

259 

344

56 

46 

43

43

3,420 

1,430

218 

LSI

97

290 

3,420 

ft. 5 

1.96 

2.19

75 

72

68

65

66 

63

2.44C

348 

446 

24B

1,810

852 

439

232

151 

122

loe

106

98

84

J98

oOl 

2,610 

 5e 

4.06 

4.bB

292 

163

346

232 

150

108

110

111 

1,090

255 

211

180

L63

3,560 

1,280 

644

1,890 

3,410

728

240

3,590 

Iu8

5.50 

6.34

«AN

ISO 

158

109

33 

83

69

59

58 

56

5C2 

300 

197

152

4,010 

3,040 

1,310

1,150 

4,710'

 

 

4,710 

56

5. as

fc.lu

MAX 

MAX

1,000 

532

172

135 

119

I, 370

755 

322 

183

85

S5 

16«

354

1J8

1C 5 

614

7C5 

488

143

75=J

1,500 

85 

2.53 

2.92

t,71C

484 

218

189

378 

248

104

=11 

81 

74

170 

105 

74

61

209 

338 

172

107 

346

404

 

755 

51 

1.29 

1.44

IN

*1N 0

330 

175

64

53 

46

34

29 

22 

20

11

9.8 

8.4

7.B

5.3 

4.8 

4.4

4.2

3. 7

13

28

330 

3.5 

.27 

.31

CFSM

JUNE

15

20 

67

48

28

18 

1,560

390

1,180 

447 

142

71

58 

52 

147 

232

140

57 

46 

64

42 

34

28

1.850 

15 

2.18 

2.44

IN

JULY

28 

28 

26

20 

15

12

8.8

4.6

3.5 

2.9 

2.7

2.2

1.9 

1.6 

1.5 

1.6

1.9

1.3 

1.3 

1.2

1.1 

1.1

17

9.1

 28 

L.I 

.05 

.06

AUG.

4. 

4. 

3.

3. 

2.

2. 

2.

1.

. 0 

. 0 

. 0

.20

0 

0 

0

0

0

0 

0

0

0 

0

0

0

4.6 

- 0 

.007 

.008 

64

C-FT

SEPT.

1.4 

68 

67

34 

24

21 

51

105

59 

46 

36

25

22 

19 

17 

12

10

7.0 

6.0 

4.5

5.2

8.0

13

105 

1.4 

.20 

.22 

L.76O
RED RIVER BASIN

7-3612. Ozan 

DISCHARGE, IN CUBIC FEET

Creek near MoCasklll, Ark. Continued

PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1 

i 

3 

4

5

7 

B

10

11 

12 

13

15

10 

17

18 

19 

20

21 

22 

23 

24 

25

26

27

2a

25 

30 

31

MAX 

MIN

8.0 

1C 

9.6

».o

7.G

5.0

a.e

21 

29

18 

11

10

14

107 

218 

354 

138 

86

98 

39 

63 

49 

39

30 

33 

30 

31

69 

58

5.0

32

28 

23

18

76

172

68 

56 

46

31

59 

73

54 

45 

41

76

3=12 

278

109

18

64

49 

4fc

39

32 

30 

27

29

25

25

24 

24

27

26 

3C

109

24

43 

36 

557

337 

loC

89

71 

65 

56

51

42

35 

35 

35

36 

36 

36

35

35

41

38 

34 

29

28 

27

25

56 

52 

44

30

25

21 

36 

36

34 

31 

34

 

21

HA*.

1.5CO

395 

170 

540

354 

155

106

1,840 

1,090 

585

1,320

386

85 

78 

78

83 

71

62

53

50 

2.85

45

39 

38 

38

3*3

280

68 

55

46 

39 

33

21

19

15 

15 

15

15 

21 

374

93*

15

212

59 

50 

43

43 

37

25 

22

20 

IB 

15

11

9.4 

7.7

6.4

6.1 

17 

10

7.4 

5.8 

9.8 

8.6 

11

4.8

JUNE

4.1 

3.7 

3.0 

2.8

2.6 

2.3 

2.0 

1.5 

1.2

1.2 

1.3 

.80 

.70 

.70

.90 

.00

IB

14 

51 

130

16 

8.1 

4.8 

3.6 

3.0

.70

884

JULY

2.0 

1.5 

1.3 

1.2

.80 

.60 

.50 

.20 

0

0 

0 

0 

1.3 

4.3

B.6 

6.1

2.3 

1.3

.80 

.60 

.40 

.10 

3.8

3.0 

3.0 

2.4 

1.5 

l.C

0

110

AUG.

.60 

.40 

.10 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

8.5

0

43

SEPT.

2.8 

1.5 

.90 

.50

.30 

7.8 

26 

18 

7.4

3.2

1.8 

1.3 

.90 

.90

.60 

.70 

.40 

.40 

.50

.40 

.20 

.10 

0 

0

0 

0 

0 

0 

0

0

155

DISCHARGE, 1H CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3

4

5

6

7

8

9

10

11

i

i

ttr

5

6

7

8

1

0

1

2

j

4

5

t,

7

a

9

0

ME N

MIN

CFSW

IN. 

AC-FT

0

u

0

0

0

0

0

t>

G

0

c

i,

c

0

0

3

t

0

o

0

J

0

c

u

0

0

0

u

^

0

0

0

c

0

0

0

Q

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

J3

62

36

16

8.1

5.5

4.5

3.6

2. a

5.72

.04 

.04 

340

2.4

2.3

1.8

1.6

2.8

4.1

8.1

9.0

9.8

14

2 8

1 8

7

7

1

2

9

5

4

1

9

7

7

7

6

4

9

0

3

9

31.4

1.6

.21

17

16

14

14

14

12

12

12

12

12

15

14

14

15

12

9.8

S.8

12

11

S.8

9.8

9.0

a.l

B.I

8.1

8.1

8.1

7.4

7.7

0.7

11.2

6.7

.03

WAT YR 1964: TOTAL 40,738.90 MEAN 111

17

33

24

21

282

204

117

68

53

46

40

36

100

158

184

147

97

75

68

60

bo

52

51

49

45

41

37

33

30

 

76.7

17

.52

29

83

108

650

300

140

84

72

1.220

1,210

877

444

197

138

116

90

76

68

142

197

117

79

67

64

75

69

60

73

69

57

226

29

1.53

47

45

43

41

302

156

85

61

49

43

36

36

57

65

53

42

36

32

30

28

182

3,640

8,470

4,110

2,680

2,690

2,930

1,370

556

226

938

28

6.34

118

110

122

87

64

51

45

42

42

44

43

42

34

28

23

10

17

15

12

9.8

8.6

7.7

6.7

5.1

4.3

4.1

4.3

13

9.4

12

34.3

4.1

.23

MAX 8,470 MIN 0 CFSM

18

11

8.1

5.8

5.8

5.5

4.5

4.3

3.6

3.0

2.8

2.4

2.3

1.8

1.2

.80

1.0

1.2

1.2

1.0

.90

.60

1.2

2.8

2.8

2.3

1.6

1.3

1.3

1.5

3.39

.60

.02

1.5

2.1

2.4

3.7

2.8

1.3

.80

.20

0

.20

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.48

0

.003

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

.30

0

2.4

9.6

4.1

22

27

4.8

2.36

0

.02

75 IN 10.24 AC-FT 80.

1.0

.40

0

0

0

0

0

0

0

0

0

0

0

0

0

.90

330

88

33

16

1C,

9.0

7.7

6.1

4.8

3.9

4.3

22

46

28

20.4

0

.14

00
RED RIVER BASIN 

7-3612. Qzan Creek near McCasklll, Ark.--Continued

1

2 

3

5 

7

H

lu

11

13 

14

17

1<

21

23

24

27

28

WIN 

IN.

1 

1

.0

. 1 

.1

.b 

.5 

.6 

.2

.C

.3 

.4

:*

.2

. t

.2

.5

.7^ 

.u3

.7..

.bu 

.6C

.TV.

1.2

.Bl) 

l.b 

2.3

1.5

1.5 

l.C

l.b 

1.8 

2.B 

3*5

60

24

23 

12*

.63 

.24

2f67fc 

iTl

235

1C5 

7L 

5S 

49

196

112 

8t

57

b2 

47

4t

43

47

46

36

.Be

33

t4 

114

80

5H

41

37

33 

Itl&B 

IfLCO

26C

115

= 2

t.1

52 

48

40

42

261 

138

52 

46

1.23

35 

32 

3C 

27 

27

27 

27 

1,1 St.

2.38U 

1,850

4.24L

1,330 

54S

20J 

160 

L3i 

L15

88

T3 

370

196

140

4.67

«AX

-7 

4C 

C L 

tl

45

1=>

Ll 

76 

7?

bK 

1'7

e7

1^4

1C a 

7B

0 1

54

ITt. 

llu

1.5f

12.15C

, 47C, ^

22t 

14i

136 

131 

1CF

S4 

EC 

71 

t4 

5 C

5*

3?

32 

27

18

1Z 

1C

11 

17

.35

IN C 

IN '.

6.2 

3.5 

2.0 

2.3

?.o

1.7

1.0 

1.2 

l.C

6<>6

1,03C

161 

74

16B 

208 

143 

83

44

27 

36

ii

c -

1.0

CfSM

16 

11 

8.6 

6.2 

5.f

10 

4.t

2.r

B.t 

7.4

2'-. 

78 =

222 

71

42 

12

24

27

2t 

17

. il

81 IN

7B IN

ir

7.8

5.8

5.8 e.f

24 

18 

12

5.4

4.6

3. P.

1.7 

1.7

1.5

l.v1.-

5.4 

4.1

1.0 

.11

*"i3

11. .8 * 

1C.M

7.8 

4.2 

3.? 

2.3 

1.7

1.7 

1.7 

2.6 

2.3 

1.7

.80

0 

0

0 

0

0

r,

0

0

i."1

.20 

.40

35.5".

.'ion

70

C-F1 '=7,

C

c

L

C

C

r

1.0

2.<" 

1.7

2< ;;

c

.'?'~'5

4~f
RED RIVER BASIN

7-3615. Antoine River at Antoine, Ark.

Location. Lat 34°02'20", long 93°25'05", in NW£ sec.24, T.8 S., R.23 W., near right bank on downstream side of pier of bridge on State Highway 26 at Antoine, 1.6 miles downstream from Brushy 

Creek, 1.9 miles downstream from Suck Creek, and at mile 8.5.

Drainage area.--181 sq mi.

Records available. October 1954 to September 1965. Gage-height records collected in this vicinity 

since November 1950 (published as "Antoine Creek") are contained in reports of Corps of Engineers 

Vicksburg District.

Gage. Water-stage recorder. Datum of gage is 229.33 ft above mean sea level, datum of 1929. Prior 

to Oct. 22, 1954, at site 75 ft upstream at same datum.

Average discharge. 11 years, 239 cfs (173,000 acre-ft per year).

Extremes. Maxlmums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (6,000 cfs, revised), water years 1961-65

Date

Dec. 11, 1960

Mar. 27, 1961

Mar. 30, 1961

May 6, 1961

Dec. 9, 1961

Time

0030

0500

2230

1700

1430

Discharge

7,O10

7,420

* 9,080

7,880

6,120

Gage

height

19.70

20.08

21.34

20.46

18.70

Date

Feb. 27, 1962

Mar. 11, 1963

Mar. 9, 1964

Apr. 23, 1964

Time

1030

1300

2100

0400

Discharge

* 6,360

* 3,560

7,790

* 13,500

Gage 

height

19.03

14.69

19.92

23.05

Date

Apr. 26, 1964

Feb. 11, 1965

Mar. 29, 1965

Time

1900

1500

1530

Discharge

6,710

* 9,150

6,350

Gage 

height

18.88

20.91

18.48

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Sept. 10-12, 1961 

Aug. 22-29, 1962 

Sept. 4, 1963

Discharge

1.30 

a .10 

.30

Gage height

3.13 

3.10

Water year

1964 

1965

Date

At times 

Sept. 15-17, 1965

Discharge

0 

a .60

Oage height

'-

a Minimum daily.

1954-65: Maximum discharge, 35,500 cfs May 2, 1958 (gage height, 28.75 ft); no flow at times 

in 1956, 1963-64.

Maximum stage known, 29.7 ft in 1905, from information by State Highway Department (discharge, 

40,000 cfs).

Remarks. Records good.

Revisions (water years). WSP 1511: 1955(M) .

OtSCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 196C TO SEPTEMBER 1961

8 

10 

1

4

5

16 

17 

13 

19 

20

21

??

26 

27

28 

2^

31

MEAN 

MAX 

MIN 

CFSM 

IN. 

AC-FT

22 

IB 

13 

14 

40

89 

69 

47 

39 

31

24

17 

14

19

20 

20 

17 

Ib 

14

12 

10

8.0 

9.4 

18 

21 

22 

49

23.7

«9 

6.7 

.13 

.15 

1.46J

32 

28

21

18 

43

124

65 

466

178 

137 

111

bO

51

48

43

39

87.1

466

.43

.54 

5,181;

CAL YR I960: TOTAL 81, 

WAT YR 1961: TCTAL 110.

32 

28

976

2,010 

1,100

4,210

438 

336

214

147

100

9C

167 

221 

411

604

3.34 

3. 85

82C.6U

545.5

i, no

710

508

294

263 

221

180

374 

286

221

158

116 

114

9u 

87 

87

251

1.3<5

1.6C

MEAN 2£4 

MEAN 304

82 

87

63

123

100

70

58 

59

82,-

1,340

460 

374

::::::

487

,2.65 

2.80

MAX 

MAX

3*5

3C2

1,050

1,27C 

710

438

568 

433

374

6-45

535 

5,140

2,050 

3,320 

4, =80

1,056

6.C5 

6.08

1,750

V90

384

316 

2.S30

794

449 

405

235

171

106 

85

61

40

517

2.85 

3.18 

3C.73C

i,650 MIN .10 

5,140 MIN 1.3

 "

907

40 6

168

5.02C

=62 

710

327

150 

121

87 

73

54

131 

73

38 

33

28

13,478 

435

2.40 

2.77

22

20

20

22 

30 

25

36

103

26 

25

21 

19

20

17

3.8 

7.4

6.0 

5.3

B21.2 

27.4

.15 

.17

4.6 

5.3 

5.3 

4.6 

3.°

2.8 

2.4 

4.6 

5.3 

3.3

3.3 

2.8 

3.3 

13 

53

362 

192 

123 

6P 

44

26

172

127

53 

41

38

2,706.5 

87.3

.46 

.56

35 

26 

21 

21 

21

25 

20 

16 

12 

10

6.8 

7.4 

13 

45 

24

19 

15 

12 

12 

1C

7.4 

4.6

6.0

21 

16 

11 

13 

9.6 

7.4

509.6 

16.4

.OC 

.10

5.3

3.° 

3.3 

J.8 

4.6

6.7 

3.3 

2.1

1.5 

1.3

1.3 

1.3 

12 

142 

77

41 

29 

20 

17 

13

11 

9.6 

8.1 

7.4 

6.0

4.6 

3.9 

3.0 

3.3 

7.5

453.7 

15.1

.08 

900

CFSM 1.24 IN 16.61 AC-FT 162,3Lij 

CFSM 1.68 IN 22. 8C 4C-FT 220, ICC
RED RIVER BASIN

7-3615. Ant

UlSChARGE, IN CUBIC FEEt

oine River at Antoine, Ark. Continued

PER SECOND, WATEP YEAR OCTOBER 1961 TO SEPTEMBER 1962

2

3 

4 

5

7 

8 

9

10

11 

12

1* 

15

17 

13

21

23 

24

27

28 

30

MIN 

CFSM 

IN.

221 

149

1U9 

65

38 

35

28

26 

24

24 

29

22

18

10

8.1 

8.1

6.0

0.0 

4.6

4.6 

.30

4.6

6.?

6.7 

5.3

9.6

a.B

a. 8

8.8 

tj.B

31 

47

56 

44

32

2,190 

619

228

186

133

4.6

103 

65 

75 

110

82 

6B

1,020

1.1QC

438

302

256

434

242

68

263 

242 

295 

436

327

2fi6

180

632

3Z7

2,320

2,660

593

130

327 

27U 

256 

243

1B3 

175

710

294

3,160

5,370

______

109

B22 

632 

5C3 

3 = 4

278

242

449

242

580

345

200

532 

416 

345 

318

235 

207

100

75

232

200

286

68

384 

278 

221 

178

103 

82

29

21

19

14

10

13

8.8 

.56

21 

17 

16

25

\"

12

8.1 

6.7

4.6 

3.9

3.9

3.9 

4.6

3.9 

.18

3. 3 

3.3

z.e

?.4

1.6

1.3 

.9f 

.8C

.7C

.60

?.l

1.1

.90

1.3 

8.1

6,0

8.1 

3.9

.60 

.C2

8.a

6.7

6.0 

3.9

2.4

2.1 

1.8 

1.5

1.1 

1.1

.30

.20 

.20

.10 

.13

.10 

.1C

.10 

.10 

.70

.10 

.01

263 

103 

49 

32

25

21 

20 

169

327

173 

121

188

138 

87

41

35

22 

18

15

26

20 

16

2,908

551 

15

.60

CAL YR 1961: TOTAL llj.112.4

DISCHARGE, IN CUBIC FtET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3 

4

5 

6

7 

8 

9

10

11 

12 

13

14 

15

17 

18 

19

21

22

23

25

26

27 

28 

29

31

MEAN 

MIN

AC-FT

20 

82 

42

28

307

187

145 

114 

85

318

835 

384 

263

354 

256

156 

133

114 

98 

111

9C

1.39

59 

56

368

183 

156

40

75 

183 

175

156 

130

121

544 

416

_____

221 

199

128

87

85

73

70 

63 

61

75

63

59

61 

149

149

133 

125

221

160 

146

95

90 

90 

90

68 

68

65

63

49

63

63 

63

47

14a 

147

103

87 

85 

82

61

68

70

_____

1,060 

556

354

2,160 

1.210

550

1,590 

794 

593

318

235

192

143 

132

114

90 

80 

75

70

133

90 

80 

65

49

44 

47 

65

70

38

37

1,820 

1.140

 

187

235 

199 

164

143

121

106

73

59 

49

38 

32

23 

22 

23

19

15

10

13 

13

10

67.4

9.6 

8.1 

6.0

4.6 

3.3

2.8 

2.4 

2.1

2.1

1.8 

1.3 

2.1

1.8 

1.8

2.1 

2.1 

2.4

25

26

29

8.1 

5.3

8.62 

37

2.8 

2.4 

2.1 

1.3

1.8 

l.B

1.8 

1.8 

2.1

2.4

2.4 

2.8 

2.8

6.7

8.1,

6.7 

4.6 

2.4

.80

. 80 

2.1

29

132

68

30

20.4 

156

2 

1 

1 

.6

.7

.6

.3

.8

.8

.3

.1

.4

.8

.8 

.1

.1 

.3 

.3

.1

.5 

. 1

.BO 

.70

.60 

.50 

.40

.70

3.54 

21

.70 

.60 

.70 

.40

1.1 

2.1

8.8 

8.8 

8.1

6.7

14 

13 

10

8.1

6.7

5.3

3.9

2.R

1.5 

1.1

.80 

.70

.60 

.50 

.40

4.05 

14

.02
RED RIVER BASIN

1

3

7

li.

11 

12

1*

15

16 

17

1-

ZG

21 

li.

2t 

27 

2d

K 

31

TOTAL 

MEAN 

MAX 

MIf,

IN.

7-3615. Antoine River at Antoine , Ark. --Continued

.3L

.1:

.1.

.1C

Li 

Li

0

 *"

.JLC^

. c

-If.

:»-

1.2_G

IbB 

1^-)

47

Ml

3c

"^

.45

-

21 

21

21

£73

11:

77

i>2 

5i 

5C 

47

5?

52 

49

18

.52

t?

40

33 

31

35 

31

23

23

24

21 

20 

l c

18

17 

17

14 

IV

14

.17

2f

14L

185

1&3

370

224

15d

137 

123

109

67 

77

Z3

.97

97 

195

3^0

37C

j,12t

310

155

171 

1C2 

155 

175

202

154

61

3.23

141 

137

23-2

224

Ida

148 

139

164

130

5,] 10 

IC.^OC 

4, = 20 

3,200

4,720 

3,040

126

7.89

33C 

273

182

143

IjO

143 

172

35

20 

19 

19 

15

15 

15

17

13

.61

12 

11 

9.6

9.6

7.4 

6.7

5.3

4.6

3.9 

3.3

2.4 

3.3

5.3

5.3

5.3

5.3 

3.? 

3.3

2.B 

2.4

1.8

l.B

.03 

324

.1 

.1 

.1

.B

.5 

.3 

.3 

.5

.3 

.1

.6C

.40

.10 

.20 

.20 

.20

.20 

.10

.10

.10

.005 

51

0 

3 

0

0 

0 

3

0

0 

3

0

0

0

0

.10 

.10 

.10 

6.9

16 

31

13

0

.03 

243

a.B

7.4 

6.7 

6.7 

4.6

3.9 

3.9 

3.9 

3.3

2.4 

1.8 

1.3 

1.3 

1.1

1.8

130 

59 

35

25 

18 

14 

10 

7.4

6.7

7.4

73

28.5 

1.1

.18 

1,700

WAT 1CB 1^6-*: ToTAL b3.50J.JD MEAN 167 MAX 10, 3UC M1M 0 CFSM 1.03 IN 14. OB AC-FT 135,900

DAV

1 

2 

5

5

7

d

1

I

i

ti 

7 

8

%

2 

4

7 

8

TCTAL

MEAN 

MAX 

MIN

IN.

2t

21 

17

14

s.e

fc.7

e.c

3.5

3.3

2.3 

2. a 

2.4

2.H

1.8

i.a 

i.jj

L.3 

1.3

1.3

/37.2

7.6D 

1.1

.1 5

.9C

.-=0

!.:> 

1.1

1.1

. ~-L

1. 1

l.J 

1.3

ii

21

76

?<J

U3

4l 

3?

30C

166 

145

121

195

126

113

75 

70

63

5 =

56

4L

37

33

37

4C

 »7

44 

42

4l

16 n, 

140

115

153

25:

150 

130

10C

= 15 

37

83 

75

60

53 

55 

250 

1,630

402 

32C

2C2

165 

155 

271

247 

264

 

5,24> 

5i

ID, WATER

l,42j

3t4

413

32^ 

256 

231 

2C =

16» 

337

216

1<=5

185 

17?

ZCi 

1S5

Ii93o

3,41^

164

637

484

291

256 

216 

195 

165

87

BC 

68

56

42 

41 

37

42 

52

33

637 

33

IN 0 

IN .tC

26 

25

19 

16

15 

15 

13 

12

52

50 

54

59

41 

36 

33

25 

24

16

19C 

12

CFSM

10 

9.6

6.7 

6.0

7.4

10 

7.4 

6.U

1,310 

72<5

256 

17B

35

54 

52

109

90 

70

40

1,310 

5.3

.82 IN

31 

25

15

10

13 

25 

23

54

6.0 

5.3

11

<)0

25

10 

9.6 

6.7

5.3 

8.1

6.0

 30 

5.3

11.15

.6 

.6

.9

.0 

.3

.6

.6 

.3

.8 

.8

.3

.5

1.3

.<5G

.90

.TO 

.70

.70 

2.3 

3.3

2.9

2.3

l.S

95.10

9.6 

.70

C-FT 107

2.B 

2.8

2.1 

1.8

1.3 

1.1

.00 

.PO

1.1

.90

.70 

.60

.60 

.60 

.70

.70

.70

5.B 

4.6 

32

7.4 

5.3

4.6

121. °C

32

.60

"00 

6CO
RED RIVER BASIN 823

7-3621. Smackover Creek near Smaekover, Ark.

Location.--Lat 33°22'40", long 92°46'45", in SE£ sec.32, T.15 S., R.16 W., near right bank on down- 

 stream side of pier of bridge on State Highway 7, 0.1 mile downstream from Camp Creek, 3 miles 

northwest of Smackover, and at mile 23.0.

Drainage area. 377 sq mi.

Records available.--Occasional low-flow measurements, water years 1954-56, 1960-61. October 1961 to 

September 1965. Gage-height records collected and occasional discharge measurements made by 

Corps of Engineers at this site since September 1938. Daily stages 1940 to date and results of 

discharge measurements 1947 to 1960 are published in reports of Corps of Engineers.

Gage. Water-stage recorder. Datum of gage is 97.56 ft above mean sea level, datum of 1938 (levels 

T>y Corps of Engineers).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (2,400 cfs), water years 1962-65

Date

Nov. 24, 1961

Dec. 13, 1961

Dec. IB, 1961

Jan. 2, 1962

Jan. 17, 1962

Time

2400

1400

1200

2000

1100

Discharge

* 6,060

3,81.0

6,610

2,630

3,330

Qage 

height

6.78

4,61

6.27

3.56

4.29

Date

Jan, 26, 1962

May 1, 1962

May 1, 1963

Time

2200

2000

1300

Discharge

3,960

4,260

* 722

Qage 

height

14.72

14.69

9.69

Date

Apr. 26, 1964

Feb. 13, 1965

Time

0630

0400

Discharge

* 5,010

* 1L.800

Gage 

height

15.94

18.25

Annual minimum discharge, water years 1962-65

Water year

1962

L963

Date

Aug. 20, 1362

Aug. 25, 1963

Discharge

4.0

1.3

Qage height

2.17

1.81

Water year

1964

1965

Date

Aug. 9, 1964

Sept. 10, 1965

Discharge

0

4.0

Qage height

-

a 2.12

a Occurred Oct. It-15, 1964.

1961-65: Maximum discharge, 11,800 cfs Feb. 13, 1965 (gage height, 18.25 ft); no flow for 

part of Aug. 9, 1964.

Maximum stage known since at least 1938, 21.21 ft Apr. 27, 1958 (discharge, 25,000 cfs), from 

records of Corps of Engineers.

Remarks. Records good. Low-flow discharge measurements for water year 1961 are as follows:

2~B79~ cfs Nov. 3, 1960; 39.2 cfs June 26, 1961; 21.1 cfs Aug. 30, 1961; 21.8 cfs Sept. 28, 1961.

Cooperation.--Sage-height record furnished by Corps of Engineers.

DISCHARGE. [N CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1"62

2

5

8

11

12 

13

14

15

16 

17

15 

2U

22

2

2 

2

2b

29 

3u

31

MIN 

CFSM

IN.

1,20

1,730

136

55

86 

79 

7 =

58

37

31

2^

27

.33

.96

E7

^

S3

V5 

11<) 

129

4.5C

1.43C

1, ->=! 

2.3£

 ^

i~-i<i

5li

725

3.31C

1.730

3sH

632

2,430

1.24C

1,3*0

925

3,810

2,080

372

274

396

498

1,3*0

348

360

7SC

1,200

830

738

420 

304

444

408

235

1,200

179

107

86 

79

71 

78

57

38

39

285

38

810

1,790 

2,030

770

754 

456

140 

208

116 

89

66 

75 

86

54 

1.61

348

83 

64

46

39

37

31

23

19

15

14 

14

12 

12

80 

89 

73

45

10 

.16

.19

25

32 

27

15 

12

g

7.

5.

5. 

4.

4. 

4.

4. 

4.

5.7 

8.6 

62

52

4.1 

.04 

.05

SEPT

34 

36

46 

78

226 

163

226

274 

217

83

63 

58

41 

34

23 

17

15 

18

22

20 

19

15 

.22

.25
824 RED RIVER BASIN

7-3621. Smackover Creek near Smackover, Ark. Continued

LtlCHARGE, IN CUBIC FEET PER SECOND, WATEK YEAR OCTOBER 1962 TO SEPTEMBER 1<=53

DAY

2 

3

5

7

9

11 

12 

13

14

15

17

18

20 

21

23

24

25

26 

27

28

29

3L

MAX 

MIN

IN. 

AC-FT

OCT.

23 

21

IB

15

343

191

92 

05

113

31* 

254

93

95 

83

54 

4o 

44

41

15

*

NOV.

35 

34

32

31

57

66 

56 

47

35

55

98

115 

1C1

S3 

1C4 

i:6 

171 

14i

31

DEC.

BS 

79

72

62

54

41 

 SO 

44

53 

51

52

78

C 5 

101

22

24 

51 

71

83

t>7

JAN.

107

95

143

470

151

1U 

101

B5

62 

OB

86

98

BO 

65

57 

64 

67 

78

6,73.

FEB.

110 

122

119

89

78

1C4 

167 

175

BO 

76

126

89 

89

89 

89

66

MAR.

49B 

54 ^

372

217

155

175

274 

284

483 

62o

140 

155

2o4 

43i 

4C8 

2E4 

127

3^1

APR.

119 

107

92

582

626

222 

171

140

83 

75

63 

6C

58 

55 

92 

443 

658

111

MAY

674

48"

122

86

56

43 

38 

37

24

17

1?

2fc 

2t 

21 

21 

2i

97.5

JUNE

14 

12

7.5

5.

4.

5. 

4.

10

33 

3C

16 

12 

13 

7.1 

5.3

15.7 

4.4

JULY

4. 

3.

3.

3.

23

35 

2? 

17 

21

126

63

11

 3.6 

17 

13 

11

16

21.6 

3.1

AUG.

7.5 

7.5

7.1

5.9

5.n

7.7

5.3 

5.0 

4.8

3.3

3.1

3.0

3.3 

2.1

1.7 

i.4 

1.4

1.3 

L.O

1.9

153.6 

4.95

1.4

SEPT.

52 

27

5.9

11

11

3D

20 

52 

64

42

24

21 

17

16 

16

i: g.j 

(>.( 

5.6 

5.C 

4.6 

5.C 

4.7

6° ?.4 

23.3

4.7

1.3QC

ARbt, IN CUBIC FtET PER SECQNt, KATFP YEAM CCTOBER 19b3 TO SEPTF^BEP 1=64

OAY

1

3

4

5 

6

12

13

i5

17 

18

l^

20

il

22

23

2b

2=

27

29

TOTAL

MAX 

MIN

cesM

IN.

CCT.

5.u

4. J

4.J

3.t 

3.5

2.5

2.1

1.9

l.<3

1.5 

1 .4

1.3

1.1

!.<,

.s».

l.i.

1. ~

l.L

1.1

6 5. Ju

5.U

.CL^

.C^6

NLU.

l.B

3.2

i.i

3.o

3.L 

3.6

3.6

£.2

2.4

3.5 

3.0

t.3

<S.6

^

s

^

d

4

o

i.e

. ^4

. U 4

osc.

IB

15

14

14

13

334

444

230

S2

5o

54

5J

51

5C

55

73

i?C

135

K6

tf 5

3,113

li

.rn 7

. 31

JAN.

57

54

51

B8

? q

76

<Jl

52

5d

57

55

53

51

48

44

42

3 =

35

33

I,o02

33

.15

.18

FEE.

52

5G

62

97

57

57

65

163 

151

120

1CIO

«1

75

09

53

57

57

55

 

2,332

39

.21

.23

MAR.

3^2

512

464

2^4

5To

45t

36u

187

171

2b4

372

^ H

1=3

151

 12

?35

i3V

llo

S, =7.

b '^

.77

.tH

«PP.

86

S8

2H

610

258

?°6

274

129 

112

113

54

85

2 78

( 52

2,760

4,760

3,6:,,

2,130

l,t7C

26,067

35

2.3C

2. 57

MAY

490

360

284

.38

«1

79

58

49 

45

41

36

32

28

25

13

17

14

13

11

4,772

11

.41

.47

JUNE

1ft

U

14

18 

21

8.2

6.4

6.2 

o.O

6.8

8.9

6.6

S.4

11

7.9

6.4

6.4

6.0

327. '.1

o.O

.C3

.03

JULY

6.4

6.4

6.L

5.1

1.4

1.5

1.5

.7r

.41'

 4f;

.40

.40

.4C

.40

.2f

.6C

56.2?

.2f

.(.' 5

.OC'

AUG.

1.1

3.C

2.2

1.4

.20 

,lj

1.7

.90

,R"i

5.5 

6.S

5.<=

7.9

6.2

5.°

4.f4. (5

26

18

150.90

.10

.ri

.M

SEPT.

8.4

5.3

4. 3

6.8 

16

5.c 

5.3

la

15

7.1

273 

444

V -

154

?4

48

[5

12

12

122

135

1,924.9 

64.2

4.3

.17

.1 =

4C-FT 59.1SC
7-3R21. Smaekover Creek new Smaekovpr, Ark.--Continued

MIN

CFSP

IN.

131

3.98
RED RIVER BASTN

^. Mor-i fpppk near e, Ark

Location.- -La t 33°47' , long 92°2G' , in NWij se^.2, T.ll S., R.12 W. , on downstream side of bridge on 

State Highway 8, 1,100 ft upstream f^rn Caney Cre^k, 4 miles southeast of Fordyce, 12 miles 

upstream from White Water nr°ek, aM at mllf ?8.2.

Drainage area. 216 sq mi.

Records available. August 19fil to Sect^rrhpr lp^5.

Gage. Water-stage recorder. Datum of gage Is 360.63 ft above mean sea level, datum of 1929.

Average discharge. 14 years, 209 cfs (151,300 acre-ft per year).

Extremes . Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (») and peak discharges above base (2,800 cfs), water years 1961-65

Date

Feb. 22, 1961 

Dec. 20, 1961

Time

1600 

1300

Discharge

* 2,350 

4,590

Qage 

height

13 . 53 

12.56

Date

Feb. 25, 196? 

July 18, 1963

Time

2200 

0600

Discharge

* 4,870 

» 7,870

Qage 

height

12.65 

13.56

Date

Apr. 27, 1964 

Feb. 13, 1965

Time

0830 

0700

Discharge

* 4,070 

» 5,160

Oage 

height

12.26 

12.73

Ho flow at times in each year.

1951-65: Maximum discharge, 26,800 cfs May 2, 1958 (gage height, 16.47 ft); no flow at times 

in each year.

Flood in January 1936 reached a stage of 15.1 ft, from information by State Highway Department 

(discharge, 15,800 cfs).

Remarks.--Records good except those for period of indefinite stage-discharge relation and those 

below 1.0 cfs, which are fair.

1

2

3

5 

7

9 

It

11

12 

13 

14

16 

17

IS 

19

21 

22 

23

24 

25

26 

il 

28 

2i 

30 

31

MEAN 

MAX 

HIN 

CFSM 

IN.

1.1

.7J 

.4C-

. bl,

4.3

5U

16

9

2 

.1

.3

,2

. L

.50

.30 

.21,

.4.:

.1

.70 

.0 

.6

8.1

.20

1.4 

1,1,

.?o

.sc

.tz

10

35

50

25 

2C

13 

13

13 

12

12

12 

13 

14 

14

12 

13 

14 

15 

15

.80

15 

15 

15

ZS

as

350

40C 

37C

3 TO

1 A(/

5C

40 

3i

32 

3C 

2£

LI 

Jfc 

J6 

45

Ru 

IbC

15

4CC 

JTC

2^a 

13C

100

65

45 

45

133

127

112 

97 

84 

77

rc

64 

6U 

55 

51

43

60 

154

1BJ

151 

148

268 

234

148 

121

92

1,04*.

l.BlL 

2,200 

L , 95.J 

1.52C 

1,250

970 

780 

670

4^4 

364

3T4

f*7i'

25b

172

'?;

5 6

5 ;

5 t 

4 C 

3 £

234 

6B7 

l.OSf 

722 

5i_b

3=e

412

5CO

75C 

<=1G

C ,4

1,320

1.4BC

1,1 5C

9?0

517

166 

130 

107

82

8C

80

56 

48

UN <J 

<IIN C

2S1

IBS 

387

1.3JL 

1.15C

566 

3C4

102 

74

6T

118

168 

18C 

130 

8?

56 

46

33 

27 

22

1.750

CFSK 

CFSM

IS 

14 

12

10

B.3

16 

23

ie

12

8.6 

9.4

B.B

8.3:l

i

.4 

.0

.7 

.4

.C 

.5 

.2

23

91 IN 

b7 IN

l.u ."tO

.70

.9"

1.1

2.L

2.L

21<=

!60

54

11

5.5 

4.2 

13 

33

<5.4

2.?

1.5 

1.0 

.ar.

210

11.78

.ftfl 

.40 

.30

.1C

.=0 

2.2

. iC 

. 3? ,3'~ 

.20 

. 10

0 

0

3 

0 

.40 

1.1

.40 

.30 

.20

.23 

.20 .1'-

2.2

0

C-FT 135

0 

C

C

C

C

C

3.

. 0

. C

.10

C

Cl

0

0 

.10 

.60

8.6C

3.2

0

17

700

Note. Stage-dl
RED RIVER BASIW ,

,,5b7- Ut H

1 =

li

1-

t^t

- =

2t

27^ 1-

TGTat

<iX

I IV.

uC-H

LC1. _

3. 7

.1

LL-cJVwL

7.c_

3.7

15

'-

. n 

1. -

1.1

73

3o<i

4U

:34

i-i

-i.S

_-^

L L-

'l'.2

T'

-.7

->~-

il

27

27

t ^

^j

1 <rL

eib

uib

3L

1.11-

^,1 .v

-,,1^1.

3,_3l

7=0 5 Jb

37L

3^4

H12

3?0

'-'

j 5H

7->j

4. ij

^ Jt. r 4".

"Bf

t^t,

722

r7 J

^d4

L 3 ^ > 

^6

tit

781

t7"

l,c?C

1 ,« dL,

1,_4C

^7"

ItlBO

1, biC

2,i'_0

2,^-j

l,a?3

1 , : L j

i.iri;

2 u

l^fc

b. j3

o5

7;j

3 OH

3<.t

its

Ifets

151

13'.

127

! u7 

K?

5^

 5 2

lu;

lla

121

121

1C7 

264

5.32

2,5'L

3,f3J

2,13;

1,75".

 _

 

3,S3uC 2

?.74

1,6^ -

l.'L -

..It7 t

-

54e

3f2t ^

3;^

74..

d7^ d_-:

72t'

ltd

13 

1- _,

Ib2to

4Zb

5?2

bQfj

Q7 -

87'

1,6'-L'

13.

J.4_

i SIC h=C

t<=h

<--'»

5U

3t2

234

1 fil

] 54

13=

i:«>

124

1-7

sr.

72

52

^t;

45

t4

fB

^2

13 *

lt>6

'1C

*»4

1.2»

316

532

54£

5C1C

23C

121

77

37

24

1^-

Ifc

10

7.^

2. ?

2. 3

2.C

1. t

1.3

1.2

23

117

548

l.i

.(2

13

28507Hz

-.7

7.9

31

titJ

'l74

20

17

11

4.3 

2.o

2.C,

l.f

l.C

.61.

.50

21 '---

2^.7 

13C

.5t

.13

l,i3C

S;

3.2

1.6

.4.j

 1 ^

0££^rc^

.4r'

i.:

4.M 

82Q

.rz

2So

33C0000£0aG0n

4100

0 00

23

6.7

1.3

1.3

.63

6.6

*l ;

1.S6 

23n-

.ar 1)

102

31

5?

 i.8

3C

32

23

14

4?

112

51 

24

12

f .2

14

2.8

1.6

.60

.50

.40

.4C

.flO

l.B

.^C

.4C

.«C

60P.5.I

2^.3 !! >

.40

.1C

lt?10
RED RIVER BASIN 

7-3625. Moro Creek near Fordyce, Ark. Continued

.1SCHAPGE, I,M CUBIC FEeT PER SECdND, kiATER YEAR CCTCIBER 1963 TO SEPTEMBER

1

£

4

b

0

7

c

i11

12

i 4

i-4

IE

16

17

Ib

1-

2 1

^2

JJ

2t

i5

27

2t

t ,

HE A'. 

MAX 

MIiV

CFSM

AC-l-T

t

C

0

-

L

j

"

T

LT

'-

-

0

j

^

u

^

^

o

o

y

.2J

 , ^ -

i.^

. U^

7.t

4.0

 i'j

.lJ

.1^

"-

C

( -

.IL

1.1

.-.J

1.^

1. >;

b. *t

4. y

^.2

1. 3

1.7

1.2

1. u

 --

1.4J 

7.D

. ^7

33

7

. 7o

 7u

.6U

.5C

. 5~

. 61.

. oC

. tO

1.3

52

137

157

12L

76

34

3H

2o

59

i4

11

5.5

11

jC

^.2

It

16

16

15

137 

.13

1.6-

It

17

16

14

15

14

15

1*

16

17

15

IE

I ;

18

It.

16

It

1C

It

14

11

i;

12

11

9.4

fc.6

3.2

7. 6

7.3

t.9

1=) 

t.S

o4C

9

11

12

3.<J

23

= 9

137

134

134

123

S3

72

62

6R

90

158

2C4

22".

204

153

120

<=3

75

62

54

47

43

3}

35

______

;?*

5,leO

'4

76t-2

34

7w

68

22

j£

48

04

24

40

5C

5C

30

S3

30

07

US

65

48

30

17

C5

02

C4

3&

62

44

34

22.470

114

°5

84

78

109

665

722

670

548

454

356

2 ?4

23°

262

262

274

256

184

123

9^

130

l,6SC

1,990

3.140

3,710

3,830

3,550

3,360

2,350

1.-5C

78

62.3%

1,1 C

8 0

6 6

3 6

1 6

1 2

5

8

(,

9

4

1

5

2

0

8

5

2

= .6

8.C

6.9

5.7

4.9

4.2

3.4

2.7

2.4

2. 2

1.1

I. a

1.8

7.58C

2.6

1.8

1.4

l,f

l.C

1.0

l.C

.8C

,5C

.4C

.40

.30

.2C

.1C

.10

.1C

0

C

3

0

o

0

C

0

0

0

3

0

c

J

_ _____

*'t

25

r

.20

.1C

"

C

C

c

0

0

c

.20

.1C

0

c

0

0

0

u

0

.20

c

3

0

0

0

c

0

0

0

0

0

1.6

.40

.30

.1C

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.20

.10

0

.10

.30

.20

.40

0

3.6

.5

.00

.3C

.20

.10

0

0

0

C

.10

1.3

2.2

.60

2.5 

0 

.001

16

HAT VR 1^64: T^TAL 50,atJ.3u MEAN 13*. MAX 3,950 MIN 0 CFSW .64 IN 8.75 4C-FT 100,800

IA CUBIC FtEi PER SECOND, HATEK YE4R OCTOBER 19t>4 TO SEPTEMBER 1965

1

I

<t

^

0

7

d

S

1 i

12

Ib

16

17

la

1^

2u

21

2J

2^

24

2b

i<-

27

25

t -

3.

TOTAL

MAX 

MIN

IN.

. 2u

.10

> 

C

0

u

.20

.50

.3j

*2v.

. iJ

. 3u

.6J

. 3w

.2j

. 1 u

.10

w

u

.lj

.1C

^

"J b U I

£

0

0

c

.1C

ft1a

 b^

.5.

.sr

 5L

.5r

 bO

l.i

2.7

4.2

2.o

I.I

.7LJ

."-0

i.U

1..

 5u

.7u

4.2

. so^

.at

1.0

27

74

*1

20

11

8.4

t.2

6.6

3C 

19

8.C

D.6

5.1

3.7

2.5

2.2

1.3

1.5

1.6

1.6

1.4

1.3

1.1

. M

 -*u

.-!,

 -U

.3L

 - c

.80

1.5

24

30

21

1*4

lo

8.4

45

28b

298 

234

151

Io2

62

4C

27

20

17

22

7C

73

50

36

2H

25

24

24

.80

.40

it14

12

1C

10

10

55

354

6C4

2,91'j 

4.87U

2,130

1.320

910

722

584

454

286

163

123

114

140

14B

154

151

_ 

______

10

3.6 =

143

H4

2C^

25ft

23«

204

130

158

215

37C

323

252

342

468

412

304

234

180

137

114

162

35Z

1,110

3,420

2,520

2.06^

1 » 8 lu

114

35 3 27t>

,950 f

2,270

1,750

1,180

670

696

566

42fc

280

188

144

75

52

43

36

31

27

23

2C

18

If:

15

14

13

12

11

c ,8

5.C

9.0

1.56

IN 0

IN 0

S.C

7.4

6.5

6.3

5.9

5.1

5.0

4.6

4.5

5.1

6.4 

7.4

38

30

20

14

11

9.2

8.4

7.3

0.6

ft. 2

5.9

5.1

8.4

14

14

8.4

38 

4.5

.06

CFSM

17

12

8.2

5.9

4.3

3.4

2.9

3.0

2.6

2.S

2.3 

2.1

13

9.C

16

46

41

21

10

6.C

4.0

5.3

12

22

52

b4

52

27

64 

2.1

.08 

941

67 IN

14

7.9

4.6

3.0

1.8

1.4

1.5

1.0

.or

.50

.40

.30

.30

. 30

.30

.20

.30

.30

.30

.30

.30

.30

.60

1.0

1.2

1.4

.60

.50

14

.20

.008 

02

9.03

.40

.30

.30

.20

.20

.10

.40

1.2

1.5

.60

.30 

.30

.20

.20

.10

0

.10

.20

.20

.20

2.2

3.1

2.8

1.0

.50

.40

.40

.30

3.1

0

.003 

37

C-FT 104

 

.50

.60

.90

.50

.40

.30

.30

.3C

.30

1.8

26 

13

7.3

4.4

3.1

1.6

1.1

.90

1.6

39

140

140

108

75

48

22

9.7

6.2

675.30

140 

.30

.12 

1.340

100
RED RIVER BASIN

7-3630. Saline River at Benton, Ark.

Location. Lat 34°34 I 05", long 92°36'40", in NE£ sec.9, T.2 S., R.15 W., on left bank three-quarters 

or a mile west of Benton, 3 miles downstream from confluence of North Fork and Alum Fork, and at 

mile 198.1.

Drainage area. 569 sq mi.

Records available. October 1950 to September 1965. Gage-height records collected at site 0.4 mile 

downstream since July 1938 are contained in reports of U.S. Weather Bureau.

Gage. Water-stage recorder and concrete control. Datum of gage is 260.91 ft above mean sea level, 

Saturn of 1929. July 6, 1938, to July 29, 1948, and Feb. 14 to Mar. 24, 1950, wire-weight gageJuly 30, 1948, to Feb. 13, 1950, and Mar. 25, 1950, to June 13, 1951, water-stage recorder, all at 

site 0.4 mile downstream at datum 3.00 ft lovjpr.

Average discharge.--15 years, 72fi ofs (525,600 acre-ft ppr year).

Extremes. Maximums and minimums (discharge In cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (14,000 cfs, revised), water years 1961-65

Date

Mar. Zl , 1961

Mar. 31, 1961

Jan. 22, 1962

Feb. 27, 1962

Time

1530

2030

2100

2100

Discharge

* 18,500

15,800

16,800

* 27,400

Gage

height

19.09

17.88

18.48

21.40

Date

Mar. 11, 1963

Mar. 10, 1964

Apr. 23, 1964

Time

2300

0500

1600

Discharge

* 7,510

* 33,200

25,400

Gage 

height

12.96

22.50

20.69

Date

Jan. 10, 1965

Feb. 12, L365

Sept. 23, 1965

Time

0400

0800

0700

Discharge

* 24,000

21,000

17,100

Gage 

height

20.36

19.60

18.51

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Aug. 11, 1961 

Aug. 22, 1962 

Sept. 27, 1963

Discharge

34

2.5 

a 6.2

Gage height || Water year

i.aa 1964

1.69 1965

Date

Oct. 9-11, 1963 

Aug. 17, 19K5

Discharge

a 2.1 

a 7.9

Gage height

"

Remarks. --Records good. CHy of Little Pock di<f=rts about 36 cfs frnm Lake W1 nona _n. Alum F^ri? fur 

municipal use and discharges sewage affluent into Arkansa3 River. Town of Benton diverts nbcut 

2.0 cfs for municipal use just above and returns sewage effluent of about 1.4 cfs below station. 

At times low flow is augmpnti?d by releases frm Lake Norrell.
RED RIVER BASIN

7-3P30. Sslirie Riv^r at Bent on, Ark.-- Cunt inuert

MAX 

Mil,

AL-FT

7,lbt

] l> :7 ,7

;.: 7

h7,-, = ! =.,! -

13 ^^ , "

-^.c-1 ' ,47- 4. -> -, 2, - '7 = .. 1 ,-77

OTs;r«i'ot, n cuaic 'LET
RED RIVER BASIN

7-3630. Saline River at Benton, Ark. Continued

DISCHARGE. IN CUBIC FFET PER SECCND, WATER YEAR OCTOBER 1963 TO SEPTFMB

I

3

6

7

9 

10

11

12 

13 

14

17

19

20

22

25

27

28

30

MAX 

HIM

6.2

0.2 

0.2

5.2 

5.2

2.1 

2.1

2.1

4.2 

22 

40

53 

43

38 

36

34

51

46 

43

43

53 

i.l

48

48 

53

5fc

46 

43

46 

43 

43

40

3,500

520

2bT

154

b,710

IC6

96

83

66 

69

581

625 

420

121

111

13

19

10C

85

89 

89

53

89

69

66

64

ICC

3,120

655 

1,170

315

233

2C1

7,010

2. ICO

1,150 

HO

41.8

863

1,040

API..

3.20C

1C, 100

aio

bT

2,360

5,290

7,180

450

325

408 

305 

225

158

121

IPS

^

65

61

83C

46

48 

46

38

34 

323<~

32

36 

38

36

32 

26

22

51

18

1

1 

1

17 

IB

18 

17 

17

18

14

 3.8

9.3

e.7

= .1 

12

18

2C 

8.7

15

9.4

9.8 

».4 

9.1

9.4 

<5.8

13

14 

14 

13

12

15 

16

2e

30

31 

31

38

53 

S.l

43

33

24 

26 

24

22 

22

5.4

^.5 

2.8 

2.6

2.6 

461

216 

161

68

55 

43

166

 

494 

2.6

IN 6.83 AC-FT 207,200

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR HCTOBER 1964 TO SEPTEMBER 1965

1

2

4 

5

6

e

9 

10

11

13 

14 

15

16

19

21 

22 

23

24 

25

27

23

3C

MAX 

MIN

222 

183

110 

92

72

35 

35

35

30 

31

30

3u

29 

31

30 

30

28 

29

30 

31

32

2a

31

32 

32

28

38

43

35 

32 

32

32

68 

386

810 

465

288 

244

216

310

326

28

210

2.93C 

1.230

348 

370

870

644 

470

395

34Z

266

238

200 

168

161

135

105

100

130

425 

359

8,220 

15,200

3,020

950 

730 

610

465

364 

332

276

446

930

570

354

100

276

2,38 

222

2,420 

8,160

8,890

3,620 

1,480 

1,070

830

605 

515

420 

375

380

359

_____

210

4,2=0

1,230

970

525

465

425

7CO 

615 

515

455

950 

700

495 

450

390

455

1.82C

3^0

7 9O

950 

810

475

435

390

?32 

293 

271

232

200 

183

150 

140

115

115

110

110

80 

6B

80 

638

2,950

545 

38C 

293

254

222

200

145 

130

80

96

166

6C

72

58 

48

88 

80 

13C

ICO

205 

293 

680

460

216 

172

LOC 

76

58

50

35

680 

35

60

32

35

31

30 

29

28

64

38 

29

28

22 

22

22 

18 

17

21

26

183

259 

16

48

35 

29

26 

22

20

15

13 

9.8 

 5.4

8.7

12

26

21 

29

29

31

38 

34

64 

7.9

8

1

8 

4

5

1

8 

3

2

110

<*B 

84

68

53 

53

58 

3,500 

11,200

715

332 

260

200 

172

11.2CC 

38

WAT YR L965: TOTAL 185,510.3 MEAN 508

MAX 23,000 MIN 2.6
832 RED RIVER BASIN

7-3633. Hurricane Creek near Sheridan, Ark.

Location. Lat 34"19"10", long 92°20'40", In NWjNE^ sec.6, T.4 S. , R.12 W. , on downstream side of 

bridge on U.S. Highway 270, 2.8 miles downstream from Simpson Creek, 3.5 miles east of Sheridan, 

and at mile 16.9.

Drainage area.--804 sq mi.

Records available.--Occasional low-flow measurements, water years 1957-61. October 1961 to

September 1965. Gage-height records and results of discharge measurements for 1960-63 are published in reports of Corps of Engineers.

Gage. Water-stage recorder. Datum of gage is 200.00 ft above mean sea level, datum of 1929 (levels 

oy Corps of Engineers).

Extremes Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (5,000 cfs), water years 1962-65

Date

Feb. 24, 1962

Feb. 27, 1362

Time

1000

2000

Discharge

5,740

7,800

* 11,300

Gage 

height

14.36

14.73

15.23

Date

Apr. 29, 1963

Apr. 24, 1964

Time

1800

0200

Discharge

* 1,390

* 18,100

Gage 

height

12.70

Date

Feb. IS, 1965

Mar. 30, 1965

Time

0700

0500

Discharge

* 9,750

7,860

Gage 

height

15.04

Annual minimum discharge, wate

Water year

1962 

1963

Date

Aug. 18-19, 1962 

Sept. 30, 1963

Discharge

1.8 

.90

Gage height

4.42 

4.33

Water year

1964 

1965

Date

(a) 

Aug. 21-22, 1965

Discharge

b o. 10 

1.2

Gage height

4.39

a Oct. 30 to Nov. 3, 1963. 

b Minimum daily.

1961-65: Maximum discharge, 18,100 cfs Apr. 24, 1964 (gage height, 15.93 ft); minimum, 0.10 cfs 

Oct. 30 to Nov. 3, 1963. 

Maximum stage since at least 1939, 18.55 ft June 27, 1960, from floodmarks (discharge, 52,300 

cfs by contracted- opening measurement).

Remarks. Records good. Low-flow discharge measurements for water year 1961 are as follows: 7.< 

 June 27, 1961; 3.75 cfs, Sept. 26, 1961.

J 

6

7

la 

15

Id 

1?

20

21 

22

23

n

28

2 =

3L 

31

TOTAL

MAX 

MIK

IN. 

AC-f-T

^T7

4.2

£

2. 3 

4.0 

f.2

3.4 

3.2 

3.2

j.2 

3.4

3.8

4.">

jj;

13 

34

17

3.7

 i.l

t. r: 

A, ~>

12

1<» 

15

11

35 

78

f-3 

52

3.4

35 

3E

113

Lh5

l,b^.l/ 

734

35C

1,^60 

1, 1*C

78h

316

431

4^; 

316 

t b2

2.72

l=<i 

228

t44

199

185 

360 

750

2,150

380 

-oO

316 

332 

3, i40

1 , 2 30 

1,450

1,3JO 

t31

5.G3

292 

2ot

268

244 

23o

It6 

127

98

171

263 

l-'J

157 

150 

450

<..8b

525

3d j

Z52

2Z3 

236

8C5 

3bu 

268

22C.

146

146

242 

385 

33d

441

l,55u 

1,073

332 

l,0?c

3.6'j

430

3C8

300

284 

244

164

140 

115

1QO

35 

80

75

68

116

75 

137

324 

373

l."l

2C.1-0

1,420 

511 

236

157

121

4C 

35

26

18 

16

14 

13 

12

10

8.6

8.5 

7.=

7.5

1. 08

JUNF 

14

66 

35

23

19

40 

38

166

130 

60 

39

2'

18 

15 

12

15 

12

30

13

1Z 

12

12

14

12

.24

10

12 

 J.5 

8.1

8.5

7.6 

7.3 

7.1

5.7

5.7 

6.7 

5.4

5.1

5.1

5.4 

5.4

4.'. 

4.6 

4.4

4.4

25

7.9

6.4

4.2

.C4

AUG. 

5.1

4.9 

5.4 

7.0

5.7

4.4

3.4 

3.C

'.8

2.B 

2.6 

2.4

2.1

2.0 

1.8 

2.3

2.6 

2.4 

2.8

5.1

4.9

3.4 

3.4 

3.2

1.8

.02

SEPT. 

7.6

38 

16 

23

20 

2C 

20

22 

16 

15

18 

15 

12

11

11 

11

i;

14 

15

15 

12

531.6

17.7 

7.6

.10
RED RIVER BASIN

7-3633. Hurricane Creek near Sheridan, Ark. Continued

OlSLHAFGfc, IN CUBIC FEET PER SECOND, WATER YEAR CCTOBEP 13b2 TO SEPTEMBER I°t3

1

£

3

^

b

6

7

..

«;

Ix,

11

12

13

14

15

lo

17

18

1?

20

21

22

23

24

25

26

27

2?

£ -j

3i.

21

MEAN 

MAX

MIN

CFSM

IN.

11

U,

10

U

<i.i

i.S

G. d

1C

lo

1=

14

11

12 

1-.

a.:

35

it.

36

26

34

65

45

<:7

20

17

15

Its

16

14

13

85

8.8

. L2

 x«»

^ n

11

b.s

7. c

7.-,

B.2

8.5

^.5

Ami

11

11

B. 5

7.9

7.6 

7.6

6.4

5.--

7.3

9.5

18

0

5

5

5

'

4

5

2<*

2Q

3^

.3.

.1,6

..7

22

lo

17

17

25

33

24

19

16

15

13

11

10

4.2

d.5

8.e

11

12

11

11

12

14

26

2^

Ib

15

15

la

IB

22

35

35 

8.5

.08

.10

27

23

20

IF

14

21

34

2-3

26

28

70

75

75

71

62

85

8C

70

7C

5?

3L

2i

16

13

15

12

<?.(>

11,

5.5

9.8

12

5.5

.18

.20

18

20

2S

21

19

16

17

16

15

L7

71

130

78 

56

43

35

2=3

28

28

29

29

26

22

21

21

23

29

35

 

_____

15

.16

.17

1C4

332

268

133

112

260

213

127

95

88

197

478

555

4lfc

244

443

822

564

340

26G

206

146

It 9

88

79

72

68

64

5l

44

4<_

H22 

40

1.11

1.28

35

31

28

26

23

34

151

1°2

127

95

72

54

43

29

25

22

20

21

25

3

2

2

1

1

11

30

252

1,080

QQ4

1,080 

11

.58

.65

3 8

1 0

8

2

5

3

8

4

6

C

7

4

2

9.5

8.

7,

7.

6.

5.

5.

5.

5.

5.

5.

6.

8.

26

25

15

10

368 

5.1

.18

.21

7.3

6.4

5.4

4.6

4.0

3.4

3.2

3.2

3.2

3.0

2.8

2.6

2.6 

2.1

2.0

3.0

3.0

3.0

4.2

5.7

5.7

37

23

10

6.7

4.9

3.6

3.2

3.2

3.2

37

2.0

.03

.03

2.8

2.8

2.8

3.2

2.8

2.4

2.3

2.0

1.8

1.8

3.0

2.8

2.4 

6.4

14

30

16

26

15

6.2

5.7

4.4

4.6

4.0

4.9

5.7

5.1

5.7

5.7

5.4

5.1

30 

1.3

.03

.04

.Q

.4

.9

.4

.0

.8

.4

.0

.8

.4

.3

.1

.0

.7

.0

.8

.5

.7

.0

.0

.7

.5

.3

.6

.7

.6

.6

.2

.9

.0

.4 

.3

.01

.C2

3.4

2.8

2.4

2.1

2.0

1.8

2.3

2.8

6.7

9.2

5.4

3.6

2.6 

2.0

2.3

2.3

1.8

1.7

1.6

1.3

1.2

1.3

1.7

1.6

1.3

1.2

1.1

1.2

1.1

1.0

2.43 

9.2 

1.0

.01

.01

DISCHAKGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

!

2

3

4

6

7

R

J

11 

12

15

16

17

It)

1 7

2a

^l

22

23

24

25

2t

27

2*

c.'v

3C

31

MEAN

MAX

M[N

. 30

.C

.5

.b

.3

1.1

.30

.50

.2o

.40

1.3

l.C

.an

.80

.7i.

.5J

.40

.4C

.30

.40

.40

 40

-4C

 2u .! :

.lL

.73

1.8

.1C

.10

* 1C

.10

3.^

2.3

1.8

1.0

.80

.00

. oG

.7C

 7C

,8J

.8G

2.3

10

8.2

15

132

62

Zb

15

Iu

6.2

7.i

 

10.7

132

.10

7.6

6.2

5.7

5.7

5.1

4.5

5.4

4.6

13

45

48

29

20

14

11

11

11

5.8

5.2

IL

10

10

1C

11

14

17

14

11

15.3

a&

4.6

S.5

5.2

9.5

S.5

9.8

8.3

8.2

8.5

8.2 

10

11

11

10

5.5

c .2

S.8

9.5

10

1C

9.2

7.9

7.3

6.7

6.7

6.4

5.9

5.4

7.6

8.77

11

5.4

7.6

9. 2

11

8.8

31

52

52

33

18

47

82

75

88

55

46

46

38

31

26

23

21

19

17

16

14

 _.

______

33.5

52

7.6

14

L5

2°

121

440

455

29«

411

3,150

524

268

206

157

124

112

124

16G

133

95

80

129

314

341

213

174

146

115

418

3,150

14

92

82

75

128

1,410

1,450

1,260

679

206

332

268

192

146

121

1C9

98

92

392

4,310

11,600

5,780

3,820

3,640

2,400

1,610

1,030

_____

1,425

11,600

75

410

276

213

178

lOo

90

78

70

118

82

64

48

39

33

28

23

19

17

14

14

12

11

10

9.8

9.5

9.5

9.8

79.6

410

9.5

JUNE

12

14

10

10

31

17

13

9.5

5.4 

5.1

3.8

3.8

3.6

3.2

3.6

4.0

4.4

4.4

3.8

3.2

3.2

2.8

2.4

2.4

2.8

2.8

3.2

______

8.54

60

2.4

JULY

2.6

2.6

2.6

3.2

2.C

2.0

1.8

1.7

2,1 

4.2

4.6

3.4

2.8

2.3

1.7

1.3

1.2

1.1

.90

.90

1.0

1.0

1.6

2.6

2.3

3.C

2.6

2.0

2.35

7.0

.90

144

AUG.

1.7

1.6

1.3

1.5

1.1

1.0

.90

.80

.80 

1.0

2.0

3.0

4.6

3.4

7.3

6.4

5.1

3.6

3.8

6.6

24

11

6.7

4.4

7.9

11

5.4

3.4

4.37

24

.80

269

SEPT.

1.8

1.2

1.1

.60

.40

.30

.20

.20

.50 

.50

.40

.40

.20

3.5

184

136

41

20

12

8,5

7.0

6.4

5.7

5.7

17

75

33

_____

18.8

184

.20

1,120
RED RIVER BASIN 

7-3633. Hurricane Creek near Sheridan, Ark. Continued

MJN 

CFSrt 

IN. 

AC-FTl
RED RIVER BASIN 835

7-3635. Saline River near Rye, Ark.

Location. Lat 33°42' , long 92°02' , on line between sees.3 and 4, T.12 5., R.9 W., near left bank on 

downstream side of pier of bridge on State Highway 15, 4 miles southwest of Rye, 5 miles upstream 

from Hudgln Creek, and at mile 71.0.

Drainage area.--2 ,062 sq. mi.

Records available.--August 1937 to September 1965.

Gage.--Water-stage recorder. Altitude of gage is 95 ft (by barometer). Prior to May 30, 1939, 

wire-weight gage at same site and datum.

Average discharge.--28 years, 2,560 cfs (1,853,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

961 

962 

963 

964 

965

Date

Apr. 4, 1961 

Mar. 5, 1962 

Mar. 22, 23, 1963 

Apr. 29, 1964 

Feb. 19, 1965

Maximum

Discharge 

(cfs)

33,800 

28,000 

6., 970 

42,200 

22,800

Gage height 

(feet)

26.56 

25.85 

18.84 

27.59 

24.95

Date

Sept. 17, 1961 

Aug. 28, 1962 

Sept. 30, 1963 

Oct. 23, 24, 1963 

Aug. 23, 1965

Minimum

Discharge 

(cfs)

90 

36 

33 

13 

25

Gage height 

(feet)

1

1937-65: Maximum discharge, 70,500 cfs May 3, 1958 (gage height, 30.31 ft); minimum, 3.5 cfs 

Sept. 27, 28, 1954 (gage height, 3.84 ft).

Maximum stage known, 30.5 ft in April 1927 (discharge, about 73,000 cfs).

Remarks.--Records good.

Revisions. WSP 1211: Drainage area.

LISCHARGE, IN CUBIC FtET PER SECOND, WATEK YEAR CCTOBEP 1°M TO SEPTFMBEfc 19frl

1

4

7

1J 

11

13

It

17

IB

ii

22

la 

%

TOTAL

MAX 

Mil, 

ChSH 

IN. 

AC-TT

227

314

3'^j

2<a

2<53 

it!

257

314

Io3

16H

141

12<

117

ill 

U.

3Jb 

11 j

111

luB

124 

127

It4 

212

154

5«

iVi

t>31

1 '2

3U 

3ib

.IE 

21, J7^

314

Zdb

1, J4u

l,o7C

2.52C

2,b2t

ZitfiL

1,92.,

ft 3L j:s

.fc7 

. 78 

tJj,27C

1,=20

2.C4L 

1,030

1.1K

1,L40

1,11'-.

t!5 

e^C

584 

.65 

.75 

BJ.ThL

568 

615

,110

,5t j

,LC.O

9,36u

_____

5 'jo 

1.71

1.7J 

195, 4^ .^

t . 7C C 

t.olu

7,07..

t,35j

5,U._

5,7t :.

5,ZBu

7,570

4,4b n 

3. ^5

330, 7CC

14,l.n C 

17,11,0

i;,8-jc

12,l!'f

lo,=c-f

9,220

6,230

1,150

l.rsc

l,.8(j 

^.86 

0. 54 

716,-CC

1,2?C

5,581 

5,72':

fc , 4 3 0

f,i.3 n

3,'32C

',G30

775

907

L , J 1-

77« 

1.71 

L.97

216, 7, u

C 41 

711

377

67,

f-t'T

631

743

5E4

35L

?lo 

2v*

'C»

«-?e

,4,:^

l"l

18^

144

i2? 

14'

JC2

377

26i

iib

23.'

J7;

2-7

12?

.11 

.13

241 

212

16«. 

14 1

!!' 

113

111

ISS

187

'.52

1CR

727 

J41 

615

»4!

P.,6 

.11

13,441

314 

24^

le c

170

122 

113

1C 4

117

140

144

J*6

'15

103

ts

111 

1?2

4,271

314 

c<4

a,*7 

AC-FT 1,*.45,CCC
RED RIVER BASIN

2 

3

5

6 

7

6 

9

11 

12

10

17

18 

IS 

20

21 

2i

24

25 

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

AC-FT

183

85 

82

72

86 

86

163 

o5

DISCHA

93

35*

ll 

2,820 

06

47,640

7-3635. Saline Riv

^GE, IN CUBIC FEET PER SECO

2.52C

12.9UC

491

4,540

5,350

1,590

375,200

13, SCO

3,030

1.320

er near Rye, Ark. --Continued

10, hATE^ YEAR DCTQBER 19ol TP SEPTE

17, "CO

3,25u

4,340

2,050

59S.10G

6,150

1,290

663

235,700

3.98C

202

193

172

12J.100

456

1,320

1,430

1,290

584

2B8

199

193

37,630

»36R 1<?6;

1 : =

104

SO 

tit

80 

94 

36 

82 

74

79

80 

88 

238

73

338

65

73

67

61 

57 

52 

47 

46

4C

4o 

52 

51

3&1 

37

91

4"U

314 

314

336

824 

1.11C

1.06D 

775 

568 

8C8 

1,180

338

274

21?

174

152 

137

52

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTFMBER

1

2 

3

5

it

7

a

13 

14

10

20

22 

2J

26

30

MEAN

MIN 

CFSM 

IN.

106

93 

88 

154

131

1.360 

1,160

1.320

506

464

86 

.22

302

272

258 

249

254

225 

234

272

25<!

258

.12

390

432

404 

404

351

236 

243

268

265

316

.15

351

461 

461

553

338 

338

295

256

391

.19

274

302 

314

553

600 

568

506

 

553

.27

2,140

2.620 

2,720

4,100

6.970 

6,^70

5,o50

1,320

4,023

1.95

743

615 

663

,220

418 

418

351

338

1,610 

3,580

<)14

.44

'5,aoo

5,880 

5,560

553

202

195

172

183

210 

284

1,736

.84

30C

212

176

63 

82

94 

82

80

193 

236

189 

162

149

.07

115

88

7" 

73

61

120

2.42C 

2,520

2,620

1,220

600

695 

476

802

.39

270

232

221 

210

191

118 

111

86

80 

79

74

65 

57

54 

53

52 

51

132

.06

SEPT.

46

54

52 

53

56

56 

58

96 

82

67

62 

56

49 

46 

43

40 

38

37

33

54.6 

96

.03
RED RIVER BASIN 

7-3635. Saline River near Rye, Ark.--Continued

CuY

1

^

7

11

12 

13

14 

17

19

21 

'2

23

25

27

28

2-

31

TOTAL

CFSM 

IN.

OCT.

Jl

31

23

1-

l^

H

17

It

15 

17

32

j2 

il

li> 

.>.!

.il

H_V.

jl

3

7s

t7 

tl

?7

:.!>

tc

82 

3b5

llc%-

.12

J-C.

l,25i. 

727

il4

<-!<, 

1=7

462

035

29C 

2^3

2o8

2=>L

.12 

.55

~7 ?

'"

L7C

259

193

187

180

Ibt

.13

168

47o

1.590

775 

679

______

.48

*32

2,140

3.«..,

3.11S

2,i?>:

2,32u 

2.47L

Z.Sd

2, 57C

5,5tC

4.6CO

8.35C 

8,710

37.60C

4.52

3C.OCC

10.1CC

 >,68f

941

491

25i 

23P

195 

189

2,76

185

46

44

139 

127

lie

«0 

86

83 

82

80 

73 

72

77

.C6

7J

53

60

53 

52 

48

7C 

62

61

58

58

4°

46 

48

74

69

48 

.04

"i8

<-8

46

= 7

36 

32

2=

26 

?4

24 

32

40 

43 

41

42 

48

72 

73

42.1

?4 

.02

SEPT.

82 

63

66

66

66

«6 

57 

 >!

48

58 

eo

324

600

631 

4«1 

302

221

185

122

147

42

.06

DISCHARGE, IN CUBIC FEET PES SECOND, WATER YEAR CCT08ER 1564 TC SEPTEMBER 1565

1 

I

5 

7

11 

U

It 

15

ic 

17

1-. 

2C

21 

2i23 

24

*?

26

2 3

TOTAL 

MtAM

MtiJ 

IN.

243

-<J J

2 J 3

131 

lib

?4

"

tl 

5f

5 =

142

54

57

57

1--

°,-\j

326

177

52

 i.270

1,15s,

338

261

as2J2

2,220

2.52L

1 ,e7C

2,tSC

2,122

..1^

5,56T

1C, 1M

6,270

--___-

7,256

5bE

3.25C

2.72C

1 , 75i

6,39^

5,225

1,75

5,830

1,220

3 90

314

4,246

314

241

208 

212

1,290

326

33P

405

2<J6

221 

187

152 

154

338

941

338

351

401

148 

.1 =

164 

156

154 

1£0

66

76 

8C

61

48

111

37 

.05

193

158 

131

104

88

e?

51

37

29

36

36

71.8

25

.03

SEPT.

47

47 

45

41 

56

115

8f 

118

170 

17B

126

1C! 

242

538

1,830

374

37 

.18 

.20
RED RIVER BASIN

7-3641. Ouaohita River near Arkansas-Louisiana State line

Location. Lat 33°01'55", long 92°05'10", in SE^NE^ see.25, T. 19 S. , R.10 W. , on right bank 500 ft 

below lock and dam No. 6, 1.6 miles north of Arkansas-Louisiana State line, 3.5 miles downstream 

from Missouri Pacific Railroad Co. bridge, and 4 miles southeast of Felsenthal, Ark.

Drainage area.--10 ,787 sq mi.

Records available.--April 1958 to September 1965 (discharge above 19.0 ft stage not determined).

 Gage-height record for some periods collected at same site since 1912 are contained in reports of 

Corps of Engineers, Vicksburg district.

Gage.--Water-stage recorder. Datum of gage is 44.09 ft (corrected) above mean sea level, datum

 of 1929, supplementary adjustment of 1941 (levels by Corps of Engineers). Prior to Aug. 2b, 1958, 

staff gage at same site and datum. Auxiliary water-stage recorder 16 miles downstream at same 

datum. Prior to Aug. 26, 1958, staff gage at same site and datum.

Extremes. Maximum gage heights and minimum discharges for the water years 1961-65 are contained in 

following table:

year

1961

1962 

1963 

1964 

1965

Maximum

Date

Apr. 17, 1961

Feb. 8, 1962 

Mar. 26, 1963 

May 10, 11, 1964 

Feb. 28, 1965

Gage height 

(feet)

33.69

31.73 

20.57 

30.22 

26.36

Minimum

Date

July 9, 1961

June 12, 1963 

Oct. 7, 1963 

June 8, 1965

Discharge 

Ufa)

1,590

c 494 

c 565 

c 875

Gage height 

Tfeet)

a 7.60

d 6.95 

e 6.85 

7.00

a Occurred Sept. 8, 1961.

b Occurred July 21, 1962.

c Minimum daily,

d Occurred June 14, 1963.

e occurred July 9, 1964.

1958-65: Maximum gage height, 43.04 ft May 14, 15, 1958 (discharge not determined); minimum 

daily discharge, 494 cfs June 12, 1963; minimum gage height, 6.60 ft June 4, 1959.

1912-65: Maximum gage height, 44.2 ft Apr. 11, 12, 1945; minimum, -0.3 ft Nov. 11, 1916; 

minimum since 1928, 5.8 ft Aug. 25, 1951.

Remarks. Records poor. Discharge computed for stages below bankfull, about 19 ft. Plow regulated 

by Lake Ouachita since 1952, Lake Hamilton since 1932, Lake Catherine since 1925, and Lake Greeson 

since 1949 (see elsewhere in this report), and by navigation pools.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1 

2 

3 

4 

5

6 

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

MIN

OCT.

4,500 

4,000 

3,500 

3,OOO 

3,000

2,910 

2,980 

3,42O 

4,350 

5,330

5,400 

4,720 

3,650 

3,240 

3,150

3,240 

3,280 

3,330 

3,270 

2,990

3,050 

3,090 

3,120 

3,130 

3,160

2,950 

2,640 

2,520 

2,630 

2,830 

2,910

5,400 

2,520

NOV.

2,790 

2,360 

2,070 

2,150 

2,350

2,560 

2,740 

2,760 

2,620 

2,380

2,580 

3,740 

5,260 

4,640 

4,840

5,360 

4,210 

4,830 

5,070 

6,730

6,750 

6,600 

5,290 

4,660 

4,500

4,350 

4,250 

4,040 

3,470 

2,930

6,750

DEC.

2,640 

3,000 

3,500 

4,000 

5,000

5,700 

6,130 

10,300 

14,200 

15,600

16,800 

17,700 

18,000

j

1

12,200 

10,800 

10, 300 

11,500 

12,700

-

JAN.

14,300

16,000

[

11,700

10,80O 

10,000 

9,850 

10,000 

10,200

10,300 

10,200 

8,940 

8,560 

7,870

7,170 

7,140 

7,060 

6,650 

6,620 

6,570

-

FEB.

5,610 

5,110 

5,340 

5,060 

5,010

5,180 

4,700 

5,370 

5,700 

6,730

7,910 

8,150 

8,130 

7,800 

6,490

5,740 

5,7 0 

7,080 

11,600 

15,300

I

i;::::

-

MAR.

-

APR.

-

MAY

-

JUNE

1

5,000 

4,650 

4,330 

3,750 

4,490

4,140 

4,340 

4,630 

4,800 

5,420

4,380 

4,390 

4,570 

3,420 

4,600

6,660 

4,190 

1,660 

2,190 

2,550

2,760 

3,270 

2,850 

2,650 

2,640

-

JULY

2,620 

2,660 

2,690 

2,570 

2,500

1,940 

2,000 

1,600 

1,590 

1,710

1,870 

2,150 

2,280 

2,780 

4,320

9,030 

15,900

;

12,300 

9,740 

7,300 

6,540 

5,860

-

AUG.

5,270 

5,300 

5,680 

4,040 

4,390

4,870 

5,290 

5,400 

5,920 

6,000

4,520 

4,170 

4,480 

5,780 

5,960

4,250 

3,610 

3,730 

4,030 

4,210

5,000 

6,130 

5,320 

4,050 

3,870

3,970 

4,980 

6,020 

5,790 

4,930 

4,560

6,130

SEPT.

,430 

,550 

,790 

,910 

,960

,930 

,240 

,090 

,120 

,270

,470 

,680 

,010 

,940 

,800

,600 

,570 

,200 

,020 

,620

,330 

140 

150 

280 

,430

3,550 

3,170 

3,060 

3,000 

3,000

7,570
RED RIVER BASIN

7-3641. Ouaohita River near Arkansas-Louisiana State line.--Continued

DISCHARQE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30

31

MAX

MIH

OCT.

3,170

4,420

5,140

5,710

6,440

7,300

7,710

7,630

7,310

5,780

4,410

2,740

2,610

2,830

3,170

3,360

3,400

3,110

2,810

2,840

2,870

2,940

3,050

3,070

2,760

2,570

2,370

2,380

2,550

2,760

2,950

7,710

2,370

NOV.

2,850

2,750

3,210

3,870

4,300

4,940

4,990

4,070

3,610

3.61U

3,600

4,320

5,250

5,540

5,640

5,800

6,000

5,8UO

5,670

5,560

5,330

5,470

6,360

8,810

14,800

15.70U

17,000

18,200

~

~

_

DEC.

_

_

_

_

-

.

12,500

10,100

8,750

10,200

_

_

-

_

-

_

_

_

_

-

.

_

_

.

-

.

_

-

~

"

_

JAN.

.

FEB.

_

MAR.

_

APR.

_

MAY

.

_

_

-

-

_

-

-

-

-

_

-

-

~

-

_

_

-

4,630

4,840

3,000

1,EOO

1,400

1 , ?00

1,200

1 , 200

1,100

1,100

1 , luO

1,600

_

JUNE

1,680

2,860

5,780

6,000

6,020

6,100

6,100

7,090

7,290

7,620

9,45U

1U,3OO

10.2UO

10,400

10,400

10,000

8,500

7,940

5,490

4,280

3,870

2,630

1,550

1,430

1,580

1,580

2,040

2 , 050

1^710

10,400

1,430

JULY

1,540

1 , 400

£,000

2,100

1,9UO

1,900

1,600

1,500

1,400

1,300

1,500

1,500

1 , 500

1,400

1,200

1.100

1,100

1,100

1,000

1 , OOU

\

; 2 , ooo

J

-

AUG.

2,160

1,950

1,770

1,410

1,410

1,360

1,200

1 , OOO

1,000

1,000

1,000

1,500

1,930

2,360

2,200

1,800

1,500

1 , 600

1,700

1,850

1,940

1,990

1,870

1,970

?,550

2,720

2.730

2,670

2,400

2,160

2,060

2,730

1 , 000

SEPT.

2,240

2,380

5,000

6,500

7,310

7,300

6,770

6,820

6,780

5,110

3,950

5,530

7,790

9,160

9,260

8,830

8,030

6,770

5,880

3, 300

2,760

3,11U

3,310

3,300

3,170

2,930

2.480

2,250 

2,250

2,340

9,290

2,240

DISCHARQE, III CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

JUNE

1,130

1,120

1,060

987

582

494

499

506

508

975

1,010

1,020

1,11

1,230

1,180

l,04i

a?;

843

785

671

552

13,100

1,610

5,460

2,650

4,990

1,650
RED RIVER BASIN

7-3641. Ouachita River near Arkansas-Louisiana State line.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER FEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5 

6

7

8

9

10

11

12

13

14

IS

16

17

18

19 

20

21

22

23

24

25

25

27

28

29

30

31

MAX

MIN

OCT.

664

621

625

612

645 

638

565

582

570

580

659

691

710

705

724

707

685

858

,130

,140

,260

,250

,150

,2UO

,370

,340

,350

,370

,470

,290

1,470

565

NOV.

1,120

1,320

1,350

1,390

1,33U

1,310

1,260

1,290

1,230

1,320

1,350

1,320

1,230

1,280

1,270

1,320

1,350

1,380

1,420

2,120

2,970

4,460

7,290

8,570

9,280

8,950

5,610

3,870

9,280

1,120

DEC.

3,910

4,000

4,150

4,000

2,810

2,150

1,570

1,290

1,280

1,910

2,210

3,480

5,980

8,450

9,000

8,500

7,000

6,000

4,860

4,280

3,360

3,510

3,200

2,960

2,870

2,860

2,270

1,900

1,940

9,OOU

1,280

JAN.

1,990

1,890

1,610

1,720

1,800

1,960

2,070

2,440

2,650

2,770

3,330

3,400

3,070

2,600

2 , 350

1,970

1,870

1,870

1,710

1,410

1,520

1,390

1,340

1,310

1,160

1,250

1,270

1,010

1,190

3,400

1,010

FEB.

1,240

1,310

1,260

1,250

1,590

1,880

2,550

4,030

5,200

5,770

5,490

5,670

5,840

5,440

4,530

6,020

7,350

7.760

7,730

6,570

4,950

4,580

4,320

3,060

2,300

2,320

2,190

7,760

1,240

MAR.

1,950

2,450

3,650

6,410

12,200

5,200

6,000

6,400

6,900

7,400

8,200

_

_

-

_

_

_

-

_

_

_

-

_

_

_

-

~

_

APR.

4,900

4,000

3,000

0, 400

1,100 

14,500

16,100

_

_

-

_

_

_

_

-

_

_

_

-

_

_

-

-

_

^

_

-

~

_

MAY

_

JUNE

_

6,000

5,000

4,000

3,000

3 , 000

2,550

2,280

1,620

1,040

1,710

1,450

1,160

914

810

846

943

1,130 

,260

,270

,130

,340

,330

,310

,300

,180

,390

,360

_

JULY

1,320

1,250

1,220

1,080 

1,160

1,160

1,160

948

1,100

1,200

1,410

1,490

1,670

1,570

1,420

1,290

l,21u

1,150

l,19u 

1,340

1,380

1,380

1,290

1,270

1,280

1,090

1,190

1,240

1^210

1,670

948

AUG.

1,250

1,160

1,180

1,130 

1,200

1,060

1,090

1,080

1,210

1,380

1,700

1,240

1,170

1,300

1,770

1,710

1,610

1,380

1,300 

1,200

1,210

1,390

1,920

2,270

2,270

2,190

1,980

2,010

2, 870

2,870

1,060

SEPT.

3,610

3,660

3,080

3,060 

3,340

3,320

3,420

3,180

2,460

i,eeo

1,400

1,910

2,320

2,490

2,310

2,880

4,080

4,980 

5 £20

6,060

4,810

3,050

2,610

2,670

2,950

3,150

3,780

3,170

2,790

6,060

1 , 400

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO 3EFTEMBER 19E5

DAY

1 

2

3

4

5

6

7

a

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

2,850 

3,650

4,100

4,220

4,360

4,200

3,400

2,760

2,790

2,910

3,120

3,110

3,080

2,870

2,650

2,410

2,380

2,460

2,630

2,690

2,400

2,040

1,970

2,110

2,330

2,680

2,740

2,710

2,420

2,530

2,830

4,360

1,970

NOV.

2,790 

2,770

£,160

1,640

1,630

1,490

1,700

1,770

1,880

1,910

1,650

1,130

1,130

1,080

1,180

1,310

1,570

1,530

2,140

2,680

2,730

3,010

3,580

3,860

3,490

3,190

3,370

3,650

3,600

3,380

3,860

1,080

DEC.

3,400 

3,300

3,730

5,360

6,930

8,980

10,800

11,300

11,100

10,400

10,100

10,100

10,300

10,600

10,800

9,560

8,240

8,010

7,470

5,910

4,780

5,010

4,020

3,360

3,360

3,460

3,460

3,240

3,620

2,170

2,230

11,300

2,170

JAN.

2,470 

2,680

2,870

2,900

2,840

2,990

3,640

4,550

5,000

5,990

8,670

3,500

6,100

6,900

7,300

7,800

8,100

8,300

8,200

7,500

6,500

5,800

5,500

5,600

6,200

6,700

7,100

6,800

6,200

5,000

1,000

18,300

2,470

FEB.

8,910 

8,210

6,720

5,720

5,270

4,950

4,770

4,220

5,470

10,000

15,400

17,200

_

_

-

.

_

-

_

-

_

_

-

_

-

_

_

_

------

-----

_

MAR. APR.

'

-

-

-

_

-

-

_

-

_

-

-

_

-

_

_

-

_

-

_

_

_

8,790

8,840

8,420

6,690

5,550

5,230

4,950

MAY

4,120 

3,030

2,570

2,170

1,980

1,940

1,560

1,350

1,210

1,270

1,310

2, -5 40

3,960

4,950

5,730

5,720

5,630

4,960

4,310

4,450

4,680

4,740

4,630

4,640

4,Z90

3,390

2,780

2,200

1,780

2,E80

5,730

1,210

JUNE

2,730 

2,720

2,600

2,220

1,750

1,490

941

875

989

1,090

1 , 350

1,380

1,400

1,620

3,500

4,800

7,340

8,780

9,110

6,430

4,540

3,440

2,110

1,620

1,730

2,060

2,220

2,420

2,480

2,440

9,110

875

JULY

2,430 

2,570

2,680

2, 750

2,770

2,540

2,280

1,780

1,370

1,500

1,890

2,210

2,270

1,850

1,640

1,620

1,860

2,060

2,200

2,260

2,020

1,530

1,640

2,750

3,310

4,020

4,210

2,460

2,450

2,470

2,650

4,210

1,370

AUG.

2,970 

3,870

4,730

3,770

2,420

1,840

2,320

3,160

3,570

3,560

3,030

2,450

2,290

2, BOO

3,290

3,670

4,180

3,130

1,910

2,100

2,730

2,990

3,440

4,100

3,800

3.U50

2,560

2,610

2,930

3,430

3,670

4,730

1,840

SEPT.

2-940 

2,220

2,470

3,320

3,360

3,430

3,710

3,090

2,220

2,550

4,390

4,790

4,790

4,420

2,980

1,870

2,340

2,870

3,280

4,140

4,460

3,780

4,550

6,030

6,650

7,250

7,490

5,450

3,970

3,670

7,490

1,870
RED RIVER BASIN 841

7-3641.5. Bayou Bartholomew near McGehee, Ark.

Location.--Lat 33°37'40", long 91°26'45" , In W| sec.30, T.12 S. , R.3 W. , near center of stream on 

downstream side of pier of "bridge on State Highway 4, 2.7 miles west of McGehee, 17.5 miles downstream from Abies Creek, and at mile 200.5.

Drainage area. 592 sq mi.

Records available^ October 1956 to September 1965. Gage-height records collected and occasional 

discharge measurements made by Corps of Engineers at this site since August 1938. Daily stages 

1940, 1941, and 1944 to date and results of discharge measurements 1938, 1947 to date are published in reports of Corps of Engineers.

Gage. Water-stage recorder. Datum of gage is 121.48 ft above mean sea level, datum of 1929, supplementary adjustment of 1941. Prior to Sept. 7, 1949, staff gage at same site and datum.

Average discharge.--9 years, 674 cfs (488,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

Feb. 28 to Mar. 1 

Dec. 24-25, 1961 

Mar. 24-26, 1963 

May 3-5, 1964 

Feb. 20, 1965

Discharge 

(cfs)

4,090 

3,620 

860 

3,380 

2,700

Gage height 

(feet)

19.29 

18.19 

9.10 

17.60 

15.51

Minimum daily

Date

Nov. 8, 1960 

Aug. 19-22, 1962 

June 18, 1963 

Aug. 10-11, 1964 

Aug. 15, 1965

Discharge 

(cfs)

47

27 

18 

20

Gage height 

(feet)

\

1956-65: Maximum discharge, 6,870 cfs May 11, 1958 (gage height, 24.49 ft); minimum, 15 cfs 

Oct. 12-19, 1956.

Maximum stage known since at least 1930, 24.49 ft May 11, 1958. Flood in 1932 reached a stage 

of 22.4 ft, from floodmarks. Flood of May 25, 1953, reached a stage of 23.5 ft.

Remarks. Records fair. Records of chemical analyses for the water years 1963-65 are published in 

reports of the Geological Survey

Cooperation.--Gage-height record furnished by Corps of Engineers.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

2

3

5 

6

8

9

1L 

11

15

16 

17

20 

21 

23

26

28 

29 

30

MEAN

MIN 

INI.

OCT.

58

58 

62

108

12B 

125

148

116 

102

B2

66

SB 

56

94.2

.18

54 

51

47

78 

92

02

116

88

82 

80

86.7

.16

85 

12B

350

486 

532

714

660

472

. 89

940 

940

920

804

SBC

350

234

1.12

209 

2J5

290

370

382

2,230

______

2.24

3.7SO 

3,750

3,500

3,230

2,960

2,260

l,95u

5.41

2.96C

3,460 

3,620

3,750

3,710

3,710

3,000

2,400

1,260

5.67

1,010

644

500

486

768

822

B40 

880

900 

900

860

1.53

596

310

225

181

181

134 

131 

128

119 

110

85

85 

.41

78

72

90

82

68

472 

436 '486

500 

436

340

300

62

.45 

14,350

1°7

217

360

382

173

88 

B2

80 

76 

76

74 

72

70

80 

80

5,317

70 

.33

SFPT.

116

110

1C5

102

122

110 

1C 8

105 

105 

105

102 

100

95

°0

78 

74

3,182

74 

.18 

.20
RED RIVER BASIN 

7-3641.5. Bayou Bartholomew near McGehee, Ark.--Continued

CSV

^

,

7

li

13

14

lo

17

22

Z3

^1

rural

.HEONl

MAX 

IllM 

CFSM 

IN.

ac-fT

11

13 j

145

ifl

IL-I

11J

l_ r.

7£

t.

56

§ -

5C

5J

5,73^

t^

15o

2:7

1 = 7

,; 25

;t s

3AC

3 =J

330

-, J7U 

^,21-

.73

i,i iL

l.f}.

l,33i_

i,_;c

i.a^L 

i, ^5;

5,^71,

i,,,,

3,4^-

3,5Ji 

3,HO'u 

3,3:-c

75 1

4. 7d

2,7ec

2, ICC

i,?;c

1 1 3 ^ 3

1,530

1,4CO

1,43.1

l,yc^

2,230 

2.33J

3.73

^^

2 , 1 3 J

1.77^

1, S3-'

l,16u

^i-C

a*.*

673

_____

2. 33

'ftj

i,21,. 

1,31-0

1,4? j

l.tSJ. 

l,4b.-

1,5?^

!,5iu

1.33C

i,u;

612 

5£u

2.2,

7f.B

= 34

L.nr

= P4

r-62

C2C

bSi.

,210 

,2oC

,121

C «

750

2-3C

1.6J

340

45S 

5C^

546

548 

548 

532

41B 

3«4

340

310

2fcl

113

.67

L1C

15S

300

5BO

644 

678 

696

732

66& 

t>12

418 

370

300

251

261

31C 

3CC

.7« 

24,fclG

280

225

2"!

162

144 

128 

116

lie

102 

12

72 

64

56

52

4R

42 

41

36

6,120

37

45

50

58

 52 

48

4C

34 

31

24

22

22 

23

31 

37

43

36.5

.07 

2,24)

48

62 

68

70

76 

88

102

116

128

243 

261

252

201 

177

L31 

116

76

I'D

48

.25 

7.740

UAY

5

11

14

15

it 

17

1*

2C

21

" =

27

^b

jl

ME4N 

MAX 

MIN 

CI^SM 

IN.

OCT.

7J

64

aa

b5

9C

113

116

115

131 

lib 

\dl

12;

113

134

. 1 =

NuV.

1*3

B8

74

12 

72

6B

76 

74

7C

t8

-1!:

,x3

,15

Jtt.

0 8

72 

72

74 

/2

7; 

68

64 

62

rf3

9i. 

v2

i2 

. li

JAN.

^

B2 

BZ

85 

B5

b5 

82

80 

8u

re

76

/« 

74

-It

Ffcb.

78 

73

85

S3

123 

128

125

128

.17 

. 17

MAR.

370 

382

37'-

37U

3J3

84 ,j

Si2

86 J 

. 86

AFP.

43C 

416

41ft 

394

35C 

310

144

108

102 

.51 

.57

MAY

628 

t>44

660 

660

67B 

678

444

261 

128

110 

.75 

.37

JUNE 

 ^

92

K

7? 6

72 

66

60 

51

34 

29

70

43

27 

.11

JULY

60

54

78 

1DC

108 

100

110 

177

370

350 

310

205

548

660

54 

,3S

AUG.

696

51fc 

451

394 

34C

234

185

82 

76

68

58 

54

52

58

70 

72

49

.49 

.57

SEPT.

78 

78

60

116

116

1C8 

icr

95 

95

98

100 

95

90

82 

76 

72

56 

52

46

85.5 

116 

46 

.14

5,090

IN 4.51 AC-FT 142,500
RED RIVER BASIN

7-3641.5. Bayou Bartholomew near McGehee, Ark.--Continued

DISCHARGE, I > CUBIl, FEET PER SECOND, «JATEP YEAR OCTCBER 1963 TO SEPTEMBER 1964

DAY

1 

i

1

7

e

10

11

12 

13 

14 

15

It 

17

l<5

2C

21 

22

23 

24 

25

26 

27 

2B 

29

31

 lEAiN 

MAX 

MIN 

CFSM 

IN.

45 

44

4a

i3

31

3 j

29

23

28 

3^.5

28 

.07

2H 

iB

33

41

43

43

38

41

4(J

38

33.1

28 

.07

58

58

51 

148

4^4

660

612

472 

406

29C 

324

51

.63

273

486 

5faO

516 

458

340

2ol 

225 i<;7

131

393

131 

.78

48 MEAN 437

122

163 

185

320

330

310 

2°0

220

1C5

.40

234

732

1,230 

1,280

1.070 

1,03'^

880

732

532 

9C3

234

50C

382

1.35C

1,560

1,140

1,070

1,050

1,430 

1,630

1,319

382

MAX 3,330 MIN 18

3,230 

3.3CO

3.380 

3,340

2,920 

2.78C

2,040

1,140 

962

696

444 

350

116

1,828 

3,380 

116

102 

98

85 

82

58 

54

42 

38

34

2o

25 

23

49.9 

102 

22

CFSM .35 IN

21 

20

26

26

26 

24

30 

33

33

36

33 

31

28

26 

26 

25

26

871 

28.1 

36 

20

28 

26

22

20 

20

18

18 

19

23 

24

22

22 

23

22 

22 

22

24

26 

28

30

35

726 

23.4 

35 

18

38 

46

51

49 

47 

46 

46 

43

41 

39

35 

34

34

40 

46

54

54 

52 

51

52 

60 

74 

74

1,447 

48.2 

74 

33 

.08

2.870

4. BO AC-FT 151,700

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR CCTOBER 1964 TO SEPTEMBER 1965

1

2

4

5

6

8 

9 

10

11

13

14 

15

16

IB

20

21 

22

24 

25

2o

28

2-

WEAN

MIN

IN.

72

56

56

5t!

56

52 

51 

52

5'.

43

38

25 

25

45.3

24

 u9

24

24

28 

29

30

29 

2b 

23

2B

2-J

43

44

43

38. 2

24

41

339

648 

7 »0

,10C

,480 

,510 

,5U

,510

,480

,33C

48B 

395

B62

41

1.68

255

152

141 

201

366

£66 

780 

 >44

,C80

,260

,260

,360

,3oO

817

134

1.59

1,260

880

558 

630

820

1,340 

1,660 

2,010

2,260

2,600

2,700 

2,670

=

1,697

558

2.98

MAX

,950

,530

1,140

1,05.3

988

=>66 

944 

922

880

840 

780

86C 

1,120

1,066

612

2.C8

5,380 

2.70C

,530

,010 

,090

,230 

,200

.150

,98C 

,900 

.820

,710

,480

,290 

,170

225 

181

1,452

181

2.74

1IN 18

148 

122

88 

76

56 

52

51

50 

52

68

68

72

68 

64

88 

9C

73.0

50

.14

CFSM

82 

76

74 

82

85

78 

70 

64

54

43 

52

80

102

08

00 

10

141 

141

100

43

.19

.82 IN

141

138

134 

131

128

98 

8? 

72

64

48 

42 

37

34

29

24 

23

28 

30

60.1

23

.12

11.11

31 

32

32 

31

30

28 

27 

27

26

23 

22 

20

21

27

37 

41

50

44 

36 

33

34.6

20

.07

XC-FT 350

34 

36

40 

44

48

56 

56 

68

116

243 

270 

277

266

266

277 

266

244 

185

162 

201 

266

171

34

.32

800
RED RIVER BASIN

7-3642. Bayou Bartholomew near Jones, La.

Location. Lat 32°59'25", long 91°39'20", in SElj-SWi- sec.9, T.23 N. , R.8 E. , on downstream side of 

right pier of bridge on State Highway 834, 1 mile downstream from Arkansas-Louisiana State line 

and 1.6 miles northwest of Jones.

Drainage area.--1,187 sq mi.

Records available.--October 1957 to September 1965.

Gage. Water-stage recorder. Datum of gage is 79.21 ft above mean sea level, datum of 1929, supplementary adjustment of 1941 (levels by Corps of Engineers). Auxiliary staff gage at site 4.1 miles 

downstream at different datum. Prior to Oct. 1, 1959, auxilary water-stage recorder 15.3 miles 

upstream at datum 85.17 ft above mean sea level, datum of 1929, supplementary adjustment of 1941 

(levels by Corps of Engineers).

Average discharge.--8 years, 1,265 cfs (915,800 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

Mar-. 11-13, 1961 

Dec. 27, 28, 1961 

Apr. 6, 1963 

May 12, 1964 

Mar. 2, 1965

Discharge 

(cfs)

a 6,680 

a 6,250 

885 

4,240 

3,270

Gage height 

(feet)

b 25.72 

d 24.85 

8.86 

h 21.54 

19.06

Minimum

Date

Nov. 8, 1960 

Aug. 21 to Sept. 9 

July 16, 1963 

July 25, 1964 

Aug. 20-22, 1965

Discharge 

(cfs)

c 134 

c 124 

f 95

55 

50

Gage height 

(feet)

e 2.19 

g 1.93 

1 .73 

J .79

a Maximum daily.

b Occurred Mar. 13, 1961.

c Minimum daily.

d Occurred Dec. 24-26, 1961.

e Occurred Aug. 26 to Sept. 4, 1962.

f May have been lower during period of

g Occurred Sept. 13, 1963.

h Occurred May 9, 10, 1964.

1 Occurred Aug. 11, 1964.

J Occurred Aug. 20, 1965.

gage-height

1957

May 21 ., , j.3 

Aug. 11, 1964.

-65: Maximum daily discharge, 6,680 cfs Mar. 11-13, 1961; maximum gage height, 28. 

22, 1958; minimum discharge, 50 cfs Aug. 20-22, 1965; minimum gage height, 0.73 ft 

, 1964.

28.24 ft

Remarks.--Records fair. Small diversions above station for irrigation. In extreme floods, considerable flow bypasses station. Most of flow is into the Bayou Lafourche-Boeuf River basins via 

interconnecting system of bayous and drainage ditches and passes stations Bayou Lafourche near 

Crew Lake and Boeuf River at Girard. Other flow bypasses station and reenters the basin 5 miles 

downstream via Overflow Creek. Records of chemical analyses for the water years 1964-65 are published in reports of the Geological Survey.

DISCHARGE, IN CUBIC FtET PER bECLM, WiTEP YEA8 LCTQBEP 1961. TO SEPTEMBER 1=61

2

3

4

6

7

10 

LI

Ib 

It

18 

15

24 

it

n

28

3(1

MEAN

MIN 

AC- FT

19<:

\T-l

lafc 

164

225

21u

117

184

Ifib 

143

IBM

UP 

1-2

IvZ

ltd 

1B4

50

38

146 

146

14?

162

 +33

374 

341

27 = 

235

146

-:li

905

 5^5

1,680

l.SOu

1.11C

B13 

769

5C5

563

5,180

______

6,35u

b.33..

5,8t;

5,9CC 

5,95"

6,150

5,7=C

5.L7C

4, C 7L 

<t,68C

3,870

972

"34 S

965 

9Q9

,000

442

337

319 

297

240

t;o

71 s

63S 

625

577

563

319

275

275

29,913"

255

255

25P 

ZH

245

221. 

225

15,050
RED RIVER BASIN 

7-3642. Bayou Bartholomew near Jones, La. Continued

1

3

7

-U

u

L3 

l>t

17

l=i

.21

24

2b 

27

TOTAL

MEAN

MIN 

AC- FT

J<_J

25t> 

3i;

352

33C 

J19

;-a

27f

21 J

IBS 

179

17. 

IT

b,C5v

17J

lb/

225

Ji5

4»v

577 

577

i3?

1,15.,

i:!r.

1.72C

2.L4J

27,731

2 » i 5 j

2,li>C

2.37L

3,110

4,5 -^

5,3rc

5,34<_

0 , U6 L

5,9^0

5,610

5.U7G

5,230

4,^2C

4,773

4,CiC

4,;5i

4.77L

A,8*t.

-.,430

4,14.) 

3,^7.

3,6cC

3,?30

2,7o^

aluc

£.14

2.17C

2,33 J 

2,3P2,6H>-

2,64;

«,3^j

l,33u

i,ielr3SC

1,4'u

1,67C 

1,701.

l,tl.

l,<iti)

r.iM

1. 7j

.af c

,7C.

,t;c

,^4C

,3CC 

,210

9R?

84 l.

613

541

433 

4to°

433

445 

421

481

755

eu

655

855

73^

523 

48«

4J1

'44

455 

444

«.'

3o7 

345

Z C 2

262

23?

M

e>.

7 C

1

! 60

It? 

103

l"»C

16o

16ft 

I 11 ?

148 

144

14^

132

1,'P

124

1'4 

124

1?4 

124

124

SEPT.

124 

124

12".

124

124 

1?4

12"!

14:

144 

14t

164

184

1B«

25<

3C.

32C

3Cu

124 

11, 1

DISCHARGE, IM CUBIC FEET PER SECOND, WtTER Y^AP OCTuBEP I1f>2 TO SEPTEKSER l c

1

2

5

t 

7

10

2 

3

5

6 

7 

8

20 

22

3u

TOTAL

MAX 

MIN

> 22L

203 

194

19u

1^.4

185

221 

221

216

2i,3 

1^4

185 

181, 

180

17L

15-,

142

142

2v3

216

255

230

l^i

16L

221

l^l)

270

3t3

553

811

bE5

«7L

611

76^

7<!3

421

370

281-

341

553

S64

638

270

JUNE

^

3-

1«5

134

108

172

100

JULY

15C

is:

250

160

,5

453

95

AUC,.

4S1

4fi?

565

742

7S3

72,

585

180

783 

150

SEPT.

l"8

134

I'D

15E

134

1?6

158

180

16?

158

4,608

180 

126

WAT YR 1963: TOTAL 118,432 MEAN 324 MAX 870 MIN 95
RED RIVER BASIN

i 

I

3

4 

5

6

7 

8

11 

12 

13

15

17

18

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

TOTAL 

MEAN 

MAX 

MIN

126

126 

126

120 

115

110

1C 5

58 

94

9*.

an

84

81 

80

74

3.220 

1C-. 

154 

74

74

72

72

74

78 

78

82

84

30

92

1LI8

2,454

81.8 

108 

72

7-364

15

V2

158

208

310 

341

525

613

677

9,715 

313 

677 

92

2 . Bayou

541

517

755

840

 r82

1,090

900

783

25,283 

816 

1,110 

505

Barthol

481

385

352

397

433

553

541

13,383 

461

29u

omew nea

965

i.zeo

2, 123

i,3c;

2,48r

2,48u

2,060

60,253

525

r Jones ,

I,t2r

1.51C

1,540

1,6°C

2.51C

2.C&0 

3, COO

3)2*0

66,100

1.32C

La .--Co

3.98C

4,150

4.15C

4,040

3,830 

3,710

2,9=0 

2.85G

2,670

1,830

108,490

1,830

it limed

869

585

168

135

114

lOb

90 

90

88 

84 

82

80

10,872

80

76 

74 

78

86 

B4

70

65

62

56 

55

56 

58

58 

59

2,032

86 

55

60 

63 

60 

60 

62

62

60

60 

64 

65

65

87 

88 

74

66

65

65 

64

64 

64 

64

2,015

38 

59

64

64 

64

6.5 

66

66 

66

72

74 

76

78

78 

78 

78 

78

78

72 

72

7 

8 

15 

12 

10

2,330

152 

64

DISCHARGE, IN CUBIC FEET PER SECOND, HAT6R YEAP OCTOBER 1564 TC SEPTEMBER 1965

1

2 

3 

4

5

6

7 

8 

9 

10

12

15

16 

17

18

20

21 

22 

2J 

24 

25

27 

28 

29

31

MEAN 

MAX 

MIN

98 

98

1C1 

104

104

104

117

114 

111 

106

101

98 

98 

96 

94

90

82

95.7 

117 

62

80

74

74

72

70

70 

7C 

70

72 

72 

74 

76

80

78.8 

126

7.;

114

98

L18

525

S9C 

984 

,t8C

,290

,330

,380

,440

,310

795 

1,440 

92

CAL YR 1964S TOTAL 320,895 t

1,240

878

513

453

697

788

1,'J3C

1,540

8 6 

1,5 0

4 9

1,570

2,170

2,620

2,860 

2.920

3,080

2,340 

3,200 

1,570

3,210

2,390

2,5=0

2,120

1,910 

1,900

1,800

l,57u

2,317 

3,2^0 

1,386

1,570

2,440

2,590

2,630

2,510

2,480 

2,420

2,210

2,249 

2,630 

1.57C

1,540

435

259

121

115

121 

118 

118

127

ioa

392 

1,540 

108

105 

138

121

108

100

94

90 

85 

85 

94

110 

121

114 

153

85

161 

170

161

145

138 

134

121

118 

108

81

74

70 

64 

66

76 

87

60

114

170 

60

56

54

54

56 

54

52

58 

60

60

60 

56

50

50 

50 

52 

52

54

54

66

1,710 

55.2

66 

50

68 

68 

70 

68 

68

68

66 

76

112 

121

138 

214

309

374 

407 

418

407

407 

407 

407

396

385 

374

7,478 

249

418 

66

EAN 877 MAX 4.23C MIN 55 AC-FT 636, 50C 

EAN 7Sb MAX 3,220 MIN 50 AC-FT 575,900
RED RIVER BASIN &

7-3643. Chemin-a-Haut Bayou near Beekman, La.

Location.--La t 32°58'55", long 91°48'20", in SE-J- sec.13, T.23 N., R.6 E., near center of span on 

downstream side of bridge on parish road, 1-j miles downstream from Arkansas-Louisiana State line 

and 6 miles northeast of Beekman.

Drainage area. 271 sq mi.

Records available. October 1955 to September 196S.

Gage. Water-stage recorder. Datum of gage is 85.58 ft above mean sea level. Prior to Jan. 28,

1956, staff gage at same site and datum. Water-stage recorder on Bayou Bartholomew near Beekman

used as auxiliary gage; datum of gage is 70.60 ft above mean sea level, datum of 1929, eupplempntary adjustment of 1941 (levels by Corps of Engineers).

Average discharge. 10 years, 258 efs (186,800 aore-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-^5 are contained in the following

year

1981 

1962 

1963 

1964 

1965

a Occu 

b Occu

Date

Feb. 22, 1961 

Dec. 12. 961 

Apr. 30, 963 

Apr. 28, 964 

Apr. 1, 965

rrea Feb. 3, 1961. 

rred Dee. 9, 19Si .

Maximum

Discharge 

(cfa)

11,200 

5,340 

480 

d 2,550

2,020

Gage height 

(feet )

a 14,83 

b 14 16 

7.30 

10,97 

f 10.30

Date

Nov. 5-8, 1960 

Aug. 19, 1962 

June 8-19, 1963 

Many days 

June Z, 1965

Minimum

W scharge 

(pfs)

0.20 

.50 

0 

0 

.40

Gage height 

__ Tf-M

: .01

.85 

c .78 

e .78 

1.02

, 16, 1963 

ra daily, 

ert Oct. 31, Nov. 1, 1963.

1955-65: Maximum discharge, 29,500 efs Apr. 26, 1958; maximum 

3958; nn flow at times In 1956, 1963.

height, 18.71 ft ftpr. 27,

Remarks.--Records fair. diversions above station for irrigation.

DISCHARGE, IN CUBIC FfcET PEP SECOND, HATER YEAR CCTOBER 196P TO SFPTFMBER 19&1

1

3 

4

11 

12

It

15

16

17 

1-

22

2i

25

26 

27

29

MAX 

MIN

-i.3 

J.8

5.3 

7.3

5.6

8.8

2C 

15

5.6 

3.8 

J.i. 

i.*

1.2

.60

,6C

.*J

.11

." C

.3C

.3C

.2_

I. 3 

l.J

1.2

l.t 

1.3

i.l

J.i.

1.=

;t

o3

37 

37

t'3

11

-.4 

= .7 

13

75 

b3

5"*

4^ 

VI

77 

07

t4

2^ 

85 

63

5t

36

23 

20

17 

15

63 

285

95C 

675

330

452 

^11

2C3 

16C

1C.6

66

62

63 

66

47 

44

30

31 

32

= 8 

bu

61 

40

88 

69

237 

7CO 

1.3CP

s,8CO

5,050 

3.61C

2,440

_____ -

727 

612 

532

1 , 7CC

l,5fO

1.3H, 

1,080

772

665 

925 

= 68

9S8

7«=2 

653

488

2.86C

3,t!40 

2,4.0 

1,600

45C 

40C

400

500

6 CO 

500

30C

3CO 

250

212

165 

15C

155

7n 

55 

45

29

13

8.3 

4.8

3.3 

3.5

24 

41

36

20

96 

78

6.6

2.9

JUNE

3,8

8. 

7. 

5.

4.

2. 

2. 

3.

4.8 

12

5<J

'iB

8° 

62 

52

91

103 

77

28

33

44.0 

2.2

7.3 

5.0 

3.6

?.R

1.7 

2.2 

?.2

3.3

2. a

13 

11

2L4

37C 

510

55=

184 

76

20

38

1.7

83

44 

28 

18

18

35 

81 

152

13*

88

32

22

9.7 

12 

22

16

32 

68

90

42

9.7

22

LI

8.0 

6.0

5.8

8.9 

13

?3

28 

37

38 

30

33 

60 

60 

52

30

2« 

22

29

11

5.8

AC-FT 95,300
RED RIVER BASIN

7-3643.

i

i

3 

 j

6 

7 

a

10

11 

12

1* 

15

It

21

24 

25

26 

27 

26 

29 

30 

31

TOTAL

MEAN 

MAX

7.6

0 

8 

2

3

1 2

I 4

7 

2

5.2 

4.2

1.5

1.4 

1.2

1.2 

1.1 

i.o 

1.1 

1.2 

1.2

19.9

1.4

2.1 

12 

12

13

76 

90 

72

76

46B

6C5

530

550

8 

80 

60 

55

468

116 

76

68

<,S

295

1,360 

2,490

3.010 

2.82C

3.050

1,350 

1,020

782

442 

376 

327 

319

Chemin-a-Haut Bayou near Beekman, La .--Continued

37B

587 

711

,1,60

,47C

576 

632

814

578 

663

784

1,220 

1,120

967

9C9

334 

225

167

133

89 

82 

258

906

728 

753

757

~~~

483

530 

468

12G

32B

742

4°2

320 

172

81

66

56 

48

36

33

32

24 

24 

27

24

IB

20

37

32

98 

144

152 

126

84 

54 

36

27 

22 

18 

20 

37

64

190 

190

658

1,160 

925

258

50

18 

13

11

9.3 

9.2 

8.4 

7.6

7.0 

6.6 

6.2. 

5.8 

5.4

5.0 

4.8

4.2 

6.6 

9.8

226

8.9

9.2 

14 

12

hC

48

86 

35

28 

22 

15 

15 

13

14 

18 

40 

4C 

27

19 

15

13 

11

31.0

9.6 

8.4 

7.8 

7.2 

9.8

14

a. 6

8.2 

7.6 

8.2 

8.6 

8.9

8.6 

7.4 

6.1 

5.1 

4.5

4.2

4.0 

3.8 

4.1 

4.3

5.1 

5.8 

6.8 

7.4 

7.8 

8.9

7.93 

17

10 

9.6 

13 

16 

10

10 

21 

26

15

9.6 

6.8 

4.8 

3.7 

2.9

2.3

1.8 

1.4 

.60 

.80

1.0 

1.0 

1.1 

2.4 

2.6

3.8 

4,6 

4.3 

7.5 

8.2 

9.1

7.51 

26

9.8 

11 

15 

19 

22

20 

16 

13 

14 

18

17 

15 

15 

26 

41

48 

46 

41 

46

50

4O 

27 

20 

15 

10

10 

7.6 

6.1 

7.5 

16

22.1

50

1,310

AC-FT 249,400

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

o

7

8

9

10

11

1^

13

14

15

16

17

Ib

19

20

21

22

2J

24

25

2o

27

2B

29

3-

31

MEAN 

MAX 

MIN

OCT.

26

21

14

9.1

6.5

4.8

3.7

7.5

10

a. 7

 5.2

7.5

12

22

2C

15

il

8.9

6.8

5.2

4.6

3.8

3.3

3.!)

2.9

2.6

2.3

2.0

1.8

1. 7

1.5

1.5

NCV.

-3

.2

.2

.1

.0

.SO

.90

.90

.90

.60

.C

.3

. t

.1

.0

.0

.2

.0

.9

.6

.3

.C

.4

.1

.0.

1

3

2

1

1

 

.80

DEC.

10

6.1

6.8

5.5

5.4

4.7

4.3

3.8

3.6

3.2

3.1

2.8

2.6

2.6

2.5

2.5

2.5

2.5

2.3

2.2

2.6

2.8

2.6

4.6

D.I

5.2

5.1

5.0

b.i

8.C

17

2.2

JAN.

8

9

5

5

3

0

7

4

2

3

7

7

5

2

9.3

B.I

7.4

6.8

6.1

5.4

5.0

4.6

4.5

4.0

3.6

3.0

3.0

2.8

2.9

6.1

7.6

2.8

FEB.

6.6

6.1

6.2

5.8

5.2

5.0

5.4

7.8

8.0

8.0

16

16

13

13

11

10

15

17

27

30

30

30

33

41

36

27

20

16

 

 

 

5.0

MAR.

20

23

22

25

40

62

78

71

74

74

60

74

169

287

366

348

32(3

238

123

71

50

33

30

24

25

36

37

36

32

26

21

20

APR.

16

12

8.7

6.5

5.0

21

40

48

52

48

50

44

32

22

14

8.3

5.3

3.6

3.C

3.2

2.3

2.0

2.2

2.7

2.9

2.7

2.0

6.1

146

415

 

2.0

IN 0

MAY

415

295

212

137

75

42

23

14

8.0

5.0

3.7

2.7

2.0

1.3

1.3

1.0

.90

.80

.60

.50

.40

.30

.30

.30

.20

.20

.20

.40

.30

.30

.20

.20

AC-FT

JUNE

.20

.20

.10

.10

.10

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

1.8

4.3

3.9

3.6

14

52

68

54

34

25

15

 

68 

0

16,720

JULY

8.5

4. B

2.9

4.0

3.7

3.2

4.2

1.8

4.5

5.0

4.0

24

48

41

31

21

20

19

15

17

19

17

19

15

18

18

45

44

40

75

97

97 

1.8

AUG.

89

68

56

70

71

54

32

20

12

7.5

6.1

7.1

6.5

5.5

4.2

5.1

5.9

6.9

7.5

7.8

8.0

8.3

6.5

4.5

3.9

5.0

10

8.7

7.3

7.1

7.1

618.5

89 

3.9

SEPT.

7.1

11

18

16

18

21

18

14

9.5

10

11

8.7

13

9.7

8.0

9.0

10

10

10

12

12

9.0

11

12

8.0

6.5

5.5

4.2

3.3

3.0

 

318.5

21

3.0
RED RIVER BASIN

7-3643. Chemin-a-Haut Bayou near Beekman, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATFft YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

2

3

4

5

6

7

a

9

10

11

12

13

14

15

16

17

18

19

20

11

22

23

24

25

<!6

27

23

29

30

TOTAL 

MEAN

MIN

2.1

1.5

1.1

.BO

.70

.60

.50

.50

.50

.40

.20

.20

.1C

.10

.10

.10

.10

0

0

0

0

0

Q

u

c

c

0

o

u

0

c

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

0

0

0

0

0

0

0

0

.10

.1C

.30

.40

.00

.60

.50

.40

1.0

2.0

1.3

1.0

 8u

.70

.7t

.60

.5C

.50

.50

.50

.BO

5.0

9.0

1

4

3

3

2

t,

0

7

C

5

C

9.0

8.5

7.8

3.0

8.3

8.G

<9.2

.50

a

1

1

1

1

>7

.3

.5

. g

.9

6.9

6.3

5.5

4.7

5.1

6.1

5.7

4.8

4.5

4.2

4.5

2

8

7

8

9

8

6

3

2

1

8

: e

0

4

0

t,

3

0

 

8.5

94

366

575

672

672

620

530

480

386

230

244

212

200

338

343

25B

152

101

97

97

B3

64

50

41

36

1

I

8

4

3.5

33

25

20

16

22

68

144

135

195

176

134

83

«7

ifid

312

360

338

255

200

17

47

14B

575

632

1,200

2,050

Z,4r>0

2,550

2,350

2,030

16

IN C

If! u,

1,400

1,100

85C

650

350

150

100

80

80

70

7C

65

1

0

A

5

3

8

5

41

35

28

20

12

5.7

1.3

.40

.3C

.20

,20

AC-FT

.30

.30

.2C

.1C

1.4

l.«

2.5

2.0

1.4

1.1

.81

.60

 3n

.30

1.1

1.2

1.1

.90

1.2

1.3

1.1

.3J

.60

.60

.40

.20

.30

.70

2,4

3,3

16,480

13

7.1

4.3

4.3

7.3

7.3

6.7

11

10

1C

a.o

5.5

3.2

1.8

1.1

1.1

3.4

2.9

2.0

1.3

.90

. 30

1.5

1.4

1.2

1.3

1.4

1,"

2.0

2.0

1-J

21

17

11

10

11

9.'

7.5

6.1

4.8

4.2

4.2

5.3

4.8

4.5

11

19

20

20

35

50

48

39

29

ia

12

9.5

8.0

7.1

9.5

15.7

12

11

9.2

8.f

12

17

IB

13

16

13

9.7

7.8

 >.5

5.7

6.1

8.B

9.5

3. 7

7.3

6.1

6.5

17

21

19

14

12

1C

14

IS

H

11.9

5.7

DISCHARGE, IN CUBIC FEET PER SECOND, HATtK YEAP CCTOBEP 1964 TO SEPTEMBER

DAY

i

2

3

4

5

0

7

A

9

1'J

11

12

13

14

15

10

17

iS

li

20

21

2t

23

24

25

26

27

2B

23

3u 

31

TOTAL

MEAN 

MAX

MIN

OCT.

14

13

2«

31

25

2&

16

12

11

li

 ».o

7.1

6.7

6. 4

a.?

5.1

4.5

4. j

J.7

3.U

2.7

Z.3

2.0

1.8

1.0

1.4

1.3

1.0

1.4

1.2 

1.1

31

1.1

NUV.

.<ij

.BC

.80

.7u

.8u

t-ml2.V

l.e

1.5

1.4

1.4

1.3

1.1

l.u

1.0

. -0

i.**

1.-

l.t

l.b

1.4

l.t

1.4

1.4

2.1

it

16

U

16

.70

DEC.

3.7

7.1

6.1

5.5

It,

12

11

9.i>

6.0

Ib

23

6t

37

46

S5

Oo

Sj

37

65

ba

52

4»

5o

47

37

25

24

li

16

14

13

2JO

5.5

JAN.

11

10

12

14

15

IS

^2

120

97

77

71

54

48

73

77

t6

50

35

24

18

152"

77

120

141.

no

313

180

10B

64

39

218

10

FEB.

31

26

17

11

8.7

7.1

6.1

12

174

638

,270

,4se

,840

,650

,3<50

l,C«r

8fc4

680

4«8

247

115

74

57

56

S2

148

167

186

 

 

1,843

6.1

MAS.

152

IcO

17C

144

123

107

b5

t7

55

 .7

 <4

45

57

87

117

144

21?

2£0

31;

312

2t.

If 5

ILL

65

70

2LC

4 t 5

4>.2

1.13J

l,Bt J

1,8*0

44

APR.

1.58C

1,25,:

5^5

acc

00 =

376

2CO

13C

117

144

13C

55

71

5o

42

35

2o

23

Ib

1*

^2

q.f

(,.7

5.5

4.8

4.2

?.4

3.'

2.5

1, = 4C

2.*

MAY

2.0

1.7

1.5

1.3

1.2

l.C

l.n

.EC

.30

.70

,6C

.60

.50

.6C

.5C

.50

.50

.50

.60

.°0

 8u

.7C

.7C

.70

.70

.70

.70

.60

.70

,6f

2.2

.50

JUNE

.40

1.1

2.8

4.2

7.1

7.1

6.3

7.1

6,5

50

60

50

4C

30

20

10

10

1C

20

30

27

20

16

16

15

14

24

54

59

*" £u

.40

JULY

45

30

21

16

13

12

12

17

33

3R

33

31

24

17

22

21

17

le

13

H

5.2

9.2

12

13

15

22

2t

26

11

57

9.2

AUG.

42

52

50

40

32

25

20

17

14

11

14

22

2<>

3t

31

28

24

20

17

14

11

11

13

23

39

41

3o

33

30

26

22

52

11

SEPT.

2C

17

14

11

9.Z

16

25

28

31

42

83

156

2A5

3B6

4C5

357

295

1^0

114

73

S3

47

41

34

28

34

57

59

50

37

2,989.2

405

9.? 

5,930

AC-FT 70,760
850 RED RIVER BASIN

7-3b45. . Bayou Bartholomew near Beekman, , La..

33°52'20", long 91°52'04", In NW-jNWj-, sec. 28, T.22 H . , R.6 E., nea 

ide of bridge on State Highway 139, 0.6 mile downstream from Bayou 

kman, and 7 miles north of Bastrop.

cation. --Lat 33°52'20", long 91°52'04" 

downstream 

south of B

ar center of span on 

Be Glalze, 4 miles

Drainage area. --1,645 sq ml.

Records available . --August 1928 tu SeptemLer 1931, October 1936 to September 1959. Annual maximum 

discharge and dally gage heights only, water years 1960-65. Monthly discharge jnly for some 

periods, published In WSP 1311. Gage-height records collected at same site Au s ,t 5t 1928 to October 1931 (fragmentary) In files of Corps of Engineers, Vlcksburg district, and since August 1932 

In reports of Corps of Engineers, Vlcksburg district.

Gage. --Water-stage recorder. Datum of gage is 70.60 ft above mean sea level, datum of 19ii9, supplementary adjustment of 1941 (levels by Corps of Engineers). Prior to Feb. 3, 1939, chain gage and 

Feb. 3, 1949, to Aug. 17, 1955, wire-weight gage, at same site and datum.

Extremes . --Maximum and minimum discharges for the water years 1960-65 are contained in trie following

year

1960 

1961 

1962 

1963 

1964 

1965

Date

Mar. 20, 960 

Apr. 2, 961 

Dec. 20, 961 

Mar. 18, 963 

Apr. 29, 964 

Feb. 14, 965

Maximum

Discharge 

(cfs)

a 4,900 

9,100 

8,800 

1,230 

5,900 

4,800

I3age height 

(feet)

a 17.40 

25. ZO 

24.69 

7.43 

19.41 

17.21

Date

Aug. 21, 196U 

Nov. 15, 1960 

Aug. 29, 1962 

Dec. 17-18, 1962 

Aug. 3, 1964 

Aug. 13, 1965

Minimum

Discharge 

(efs)

\

Q-iRe height 

(feet)

a 1.38 

1.45 

1.31 

1.42 

.80 

.73

a Not previously published.

1928-31, 1938-65: Maximum discharge, 14,700 cfs May 2, 1958 (gage height, 28.3U re); minimum 

unknown; minimum gage height, 0.69 ft Dec. 11, 1964.

1928-31, 1938-59: Minimum discharge, 38 cfs July 30, 1956.

A stage of 26.75 ft (from floodmark) occurred Apr. 17, 1927 (affected by overflow from 

Mississippi River). A discharge of 13,400 cfs (gage height, 25.78 ft) was measured by Corps of 

Engineers Jan. 12, 1932.

Remarks.--Small diversions above station for irrigation. In extreme floods, considerable flow 

bypasses station. Most of flow is into Bayou LaFourche-Boeuf River basins via interconnecting 

system of bayous and drainage ditches and past>es the two stations, Bayou LaFourche near Crew Lake 

and Boeuf River at Girard (see stations 7-3690, 7-3680).

GAQE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1959 TO SEPTEMBER 19bO

DAY

1

2

3

4

5

6

7

9

1O

11

12

13

H

15

16

17

21

22

23

24

27

26

29

30

MAX

MIN

OCT.

2.23

2.13

2.06

?.00

1.98

2.06

2.00

1.96

1.93

1.92

1.93

1.94

1 97

£.25

2.31

2 40

2 49

2 58

2. 60

Z.65

^.73

2.68

i 62

2.59

2.51

2.38 

2.31

2.28

2.23

2.73

1 92

NOV.

2.22

2.23

2.26

-

3.3i

3.02

£.70

2.49

2.46

2.30

2.46

2.45

2,32

2.30

2.18

i,08

2.00

1.92

1.89

1.83

1.80

1 78

] .75

1.72

1 ,70

j .87 

1.90

1.90

1.89

3.33

1.70

DEC.

1.87

1.86

1.83

1.83

1.87

1 ,89

1.89

1.91

1.95

1.92

1.96

1.99

1.97

1.95

1.93

2.13

3.81

4.87

4.87

4.92

5.13

5.38

5.43

fa. 38

5.08

4.30 

4.22

4.30

4.48

5.43

1.83

JAN.

5.02

5.52

5.77

6.12

6.33

7.50

8.19

S.10

9.00

9.46

9.68

9.68

9.60

9.47

9.96

9.78

9 58

10 30

10.12

9.95

St. 82

9.74

S 61

9 39

9.U7

8 68 

8.90

9.22

9.80

10.30

5.02

FEB.

10.57

10.73

10.81

11.05

-

_

-

12.00

12.02

11.99

11.90

11.72

11.49

11.25

11.10

10.97

10.83

10.73

10,62

10.53

10.49

lu.61

10.44

10.28

11.66

12.61 

12.32

13.20

 

13.20

10.28

MAR.

13.30

13.60

14.63

14.96

15.30

15.65

15.82

15.91

15.90

15.78

15.59

IE. 39

15.29

15.30

1 6 . 20

16.55

16.73

17.00

17.25

17.38

17.39

17.31

J-7 13

lb.89

16.63

16.32 

16. 3O

16.30

16.32

17,39

13.30

APR.

16.36

16.24

15.97

15.62

15.29

14.92

14.54

14.20

13.80

13.41

13.00

12.56

12.10

11.57

11.05

10. 5u

9.97

9.39

8.84

8.32

7.78

7.25

6.68

6.16

5.60

5.50 

5.22

4.85

4.84

16.36

4.84

MAY

5.40

6.16

6.70

6.95

7.00

V .ZO

7.90

a 20

8.82

9.30

9.40

9.20

fc.78

P.32

7 .60

b.92

b 30

5.7H

4.94

4.68

4 48

4 30

4.22

4.14

4 00 

3 90

3.8U

3.74

9 40

3 70

JUNE

3. 1?.

5.78

3.82

3 92

4.02

4 10

4.12

4.18

4.18

4.20

4. la

4.10

3.98

3.90

3.78

3 bo

3.60

3.50

3.35

3.22

3. 06

_

2.68

2.60

2.60

2.85 

2.68

2.48

2.25

4.20

2.25

JULY

£.14

2.08

2. OS

2.07

1.99

1 92

1.88

1 85

1 .32

1 82

1.82

1.84

1.84

1.88

1.90

1 .90

1.98

E 05

2.12

2.12

2.12

2.10

2.10

2.10

2.11

2 25 

2 28

2.33

2 29

2,33

1.82

AUG.

2.43

2.18

E.06

1.92

1.83

1.74

1.66

1 .52

1.45

1 .43

1 ab

1. 78

1.75

1.89

2 68

2.14

1 80

1 bl

1.50

1 .42

1 .38

I 00

3.80

4.55

4.48 

4 12

3.68

3.30

4 b5

1.38

SEPT.

_

_

_

_

-

2 .U4

1.92

1.80

1.70

1.70

1.9b

2.00

2.00

1 .93

1.88

1.80

1.75

1 71

1.71

1.70

1 70

1 70

1 70

1 .73

1.80

1 90 

1.92

1 95

1.98

_

i.70
RED RIVER BASIN

7-3R45. Bayou Bartholomew near Beekman, La.--Continue

QAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17 

16

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

M1N

OCT.

1 .99

1.99

1.97

2 . 88

2.70

2.18

1.94

2.04

2.28

2.28

2.18

2.10

2.02

2.02

2.00

1.98

1.97

1.94

1.91

1.90

1.89

1 .90

1.88

1 .92

1.95

1.96

1.95

1.94 

1.92

2.88

1.88

NOV.

1 86

1.81

1 76

1.63

1.60

1.54

1.51

1.55

1.55

1.54

1.53

1.52

1.48

1.45

1.55

1.49

1.49

1.50

1.53

1.60

3.72

4.21

4.20

3.97

3.70

3.40

3.11

4.21

1.45

DEC.

2.80

2.21

2.06

2.01

2.07

2.49

3.40

4.34

4.95

5.85

6.45

6.82

7.05

7.09

7.09

7.08

7.05

7.10

7.14

7.18

7.22

7.27

7.27

7.23

7.18

7.08

7.49

8.65 

9.6E

9.62

1.91

JAN.

11.10

11.50

11.86

12.54

12.79

13.03

13.77

_

13.81

13.61

13.38

13.12

12.90

12.60

12.30

11.78

11,07

10.76

10.40

10.06

9.74

9.35

8.98

8.58

8.18

7.78

7.33

6.92 

6.52

6.52

FEB.

6.18

5.87

-

-

_

_

5.55

5.66

5.85

5.80

5.70

5.56

5.35

5.18

5.05

5.30

8.60

10.08

14.15

18.10

21.45

22.52

22.64

22.50

22.30

22.10

 

22.64

MAR.

21.98

21.80

21.61

21.32

21.51

21.55

21.77

22.26

22.56

22.63

22.56

22.46

22.27

22.07

21.85

21.78

22.12

22.12

22.18

22.14

22.06

21.90

21.66

21.40

21.22

21.20

21.38

21.82 

24.06

24.06

21.20

APR.

25.02

25.20

25.05

24.20

23.70

23.22

22,78

22.49

22.17

21.90

22.02

21.98

21.84

21.71

21.59

21.40

20.94

20.70

20.46

20.27

20.07

19.87

19.67

19.46

19.41

19.48

19.40

19.20

25.20

19.20

MAY

8,89

8.54

8.17 

7.74

7.30

16.88

16.44

15.96

15.67

15.02

14.32

13.62

13.00

12.36

11.71

11.00

10.19 

9.38

8.62

7.89

7 .38

7.00

6.90

6,85

7.05

7.16

7.08

7.00

6.96

6,98

18.89

6.85

JUNE

7.12

7.24

7.32 

7.43

7.49

7.50

7.48

7.35

7.21

7.02

6.86

6.58

6.33

6.03

5.85

5.78

5.70 

5.52

5.28

6.21

6.00

5.72

5.40

5.12

4.90

4.56

4.14

3.80

3.52

3.38

7.50

3.S8

JULY

2 19

3.05

2.88 

2.76

2.62

2,50

2.48

2.46

2.48

2.55

2.62

2.60

2.53

2.49

2.44

_

5.38 

5,89

6.36

7.09

7.72

8.20

8.45

8.34

7.77

6.96

6.33

6.01

5.57

5.30 

5.14

8.45

AUG.

5-08

E 15

.11 

-98

.81

.74

.62

.43

.29

.27

.63

.77

.65

.59

.62

.70

.78 

.80

.80

.72

.70

.48

.31

.04

.76

.60

.61

.47

.14

.94 

.81

.15

.81

SEPT.

2.79

2.77

2.70 

2.62

?.52

2.44

2.41

2.43

2.40

2.40

2.47

2.56

2.55

2.82

2.79

2.71

2.63 

2.60

2.69

2.73

2.71

2.66

2.59

2.54

2.50

2.43

2.49

2.42

2.32

2.82

2.32

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27 

28

29

30 

31

MAX

MIN

OCT.

2.38

2.30

2.49

2.40

2.40

2.74

3.15

3.42

3.50

3.42

3.32

3.20

3.08

3.00

2.90

2.81

2.78

2.70

2.68

2.60

2.54

2.46

2.38

2.28

2.20

2.13

2.04

1.91

1.87

3.50

1 .82

NOV.

1.82

1.79

2.39

2.44

2,44

2.49

2.98

3.62

4.00

4.18

4.23

4,42

4.75

5.39

6.39

7.40

8.11

8.70

9.19

9.62

9.89

10.00

11.04

11.29

11.20

11.31

11.51

11,91

12.12

12.12

1.79

DEC.

12.22

12.19

11.98

11.70

11.51

11.64

11.80

11.75

11.90

15.50

16.72

19.47

21.36

21.90

22.25

22.46

22.80

23.81

24.48

24.69

24.50

24.18

23.61

23.17

22.72

22.28

21.89

21.17

20.87

20.89

24.69

11.51

JAN.

20.98

20.92

20.85

20.83

21.18

21.50

21.75

22.00

22.12

22.10

21.88

21.53

21.18

20.80

21.08

21.12

21.08

21.12

21.32

21.21

20.91

20.51

20.25

20.08

19.76

19.54

20.35

20.78

20.78

20.71

22.12

19.54

FEB.

0.56

0.35

0.10

9.82

9.50

9.17

8.89

8.69

8.55

8.42

8.28

8.08

7.83

7.57

17.32

17.17

17.09

17.07

17.25

17.09

16.94

17.08

16.98

16.78

16.30

15.88

15.50

~ 1-5-'-°_9

 

20.56

15.09

MAR.

14.69

14.20

13.80

13.54

13.35

13.16

12.95

12.62

13.02

13.12

13.48

13.65

13.82

13.98

14.00

13.98

13.82

13.65

13.48

13.32

13.22

13.10

12.90

12.70

12.50

12.26

12.00

11.42

11.10

10.85

14,69

10,85

APR.

10.55

10.13

9.70

9.30

8.94

9.24

9.17

8.98

8.92

9.00

9.10

9.66

10.12

10.16

10.24

10.33

10.42

10.52

10.59

10.68

10.80

10.92

11.05

11.20

11.31

11.30

11.26

11.73

11.42

11.75

8.92

MAY

12.50

14.00

14.05

14.11

13.89

13.46

12.77

12.07

11.34

1C. 54

.90

.38

.98

.66

.28

.96

.58

.40

.88

.50

.18

.82

.52

.28

.02

.80

.60

.28

.15

.15

14.11

4.15

JUNE

4.00

4.00

3.83

3.87

3.80

3.78

3.73

4.18

4.13

4.09

4.15

4.60

5.33

5.84

6.11

6.21

6.26

6.32

6.31

6.30

6.26

6.18

6.06

5.97

5.83

5.59

5.44

4.70

4.49

6.32

3.73

JULY

4.29

4.01

3.83

3.69

3.65

3.66

3.68

3.71

3.68

3.62

3.56

3.42

3.2?

3.12

2.99

2.88

2.78

2.65

2.54

2.42

2.31

2.24

2.17

2.10

2.03

2.09

2.01

1.92

1.91

1.90

4.29

1.90

AUG.

.85

82

-82

.08

.13

,01

.89

.88

93

.9S

.87

.79

.69

,64

.59

.54

.52

.50

.49

.44

.42

.40

.36

.34

.34

.36

.38

.31

.32

.33

2.13

1.31

SEPT.

1.33

1 .34

1.37

1.50

1.58

1,63

1.64

1.60

1.56

1.60

1.59

3 .61

1.64

1.69

1.74

1.98

2-12

2.22

2.22

2.20

2.21

2.21

2.18

2.18

2.24

2.56

2.69

2.71 

2.70

2.69

2.71

1 .33
RED RIVER BASIN

7-3645. Bayou Bartholomew near Beekman, La .--Continued

QAGK HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

Z4

25

26

27

28

30

31

MAX

MIN

OCT.

2.68

2. 72

2.68

2.53

2.41

2.26

2.10

2.12

2.07

2.10

2.01

1.92

1.82

1.77

1.78

2.02

2.00

1.91

1.87

1.88

1.88

1.91

1.95

1.98

2.17

2.22

2.21

2.20

2.19

2.19

2.72

1.77

NOV.

2.19

2.21

2.21

2.21

2.20

2.17

2.12

2.08

2.04

2.01

1.99

1.99

1.95

1.90

1.87

1.70

1.80

1.77

1.83

1.92

1.88

1.79

1.74

1.68

1.65

1.63

1.64

1.77

I'.TG

2.21

1.63

DEC.

1.70

1.67

1.64

1.64

1.68

1.70

1.66

1.60

1.58

1.54

1.51

1.49

1.47

1.46

1.45

1.42

1,43

1.42

1.43

1.43

1.49

1.50

_

1.78

1.83

1.80

1.80

1 .82

1 .82

1.83

1.42

JAN.

1.87

_

2.00

2.05

2.20

2.30

2.29

2.23

2.16

2.10

E.09

2.22

2.27

2.31

2.31

2.27

2.22

2..15

2.05

1.99

1.90

1.85

1.77

1.72

1.67

1.65

1.64

1.58

1.56

1.69

1.79

2.31

1.56

FEB.

1.90

1.92

2.04

2.07

2.03

1.98

1.93

1.88

1.85

1.82

2.22

2.54

2.54

2.48

2.28

2.12

2.08

2.02

2.50

2.88

2.82

2.72

2.59

2.60

2.65

2.68

2.58

2.48

2.88

1.82

MAR.

2.58

3.01

3.00

2.87

3.01

3.73

3.85

3.85

3.88

3.94

4.12

4.70

4.85

5.20

5.88

6.58

7.10

7.38

7.40

-

6.55

6.00

5.80

5.45

5.30

5.40

5.62

5.50

^ '_ 

s'.ei

7.40

2.58

APR.

5.77

5.85

5.92

5.96

5.99

6.20

6.53

6.52

6.40

6.29

6.14

5.99

5.85

5.68

5.50

5.36

5.25

5.14

5.06

4.96

4.86

4.72

4.56

4.37

4.17

3.90

3.68

3.52

4.65

5 .80

6.53

3.52

MAY

6.18

6.42

5.87

5.30

4.70

4.08

3.48

2.95

2.52

-

2.52

2.62

2.80

3.02

3.33

3.62

3.90

4.16

4.38

4.52

4.66

4.72

4.80

4.82

4.83

4.85

4.82

4.83

4.78

4.62

4.58

6.42

JUNE

4.42

4.27

4.04

-

-

_

-

2.75

-

-

_

1.69

1.62

-

1.52

1.48

1.48

1.42

1.38

-

1.40

1.40

1.40

1.40

1.44

.

-

-

2.23

2.14

4.42

1.38

JULY

2.00

1.92

1.80

1.66

1.54

1.48

1.39

1.49

-

-

_

-

-

2.05

2.66

2.88

1.88

1.52

1.50

1.55

-

1.67

2.04

2.48

2.70

2.91

3.12

3.59

3.76

3,82

4.03

4.03

AUG.

4.31

4.32

4.21

4.02

4.00

4.15

4.32

4.54

4.79

5.03

5.23

5.41

5.54

5.67

5.62

5.49

5.35

5.15

5.00

4.77

4.48

4.13

3.74

3.38

3.02

2.66

2.42

2.14

2.08

2.05

2.01

5.67

2.01

SEPT.

1.85

1.63

1.5Z

1.50

1.50

1.50

1.51

1.52

1.53

1.53

1.52

1.52

1.50

1.49

1.47

1.46

1.47

1.48

1.49

1.50

1.53

1.56

1.57

1.57

1.57

1.57

1.58

1.58

1.58

1.58

1.85

1.46

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

2?

28 

29

30

31

MAX

MIN

OCT.

1.57

1.56

1.54

1.53

1.51

1.49

1.46

1.42

1.40

1.32

1.29

1.24

1.21

1.20

1.18

1.16

1.14

1.14

1.12

1.12

1.12

1.12

1.11

1.11

1.10

1.10

1.08

1.32

1.57

NOV.

.31

.27

.20

.19

.15

.14

.13

.11

.11

.05

.01

.99

.95

.91

.89

.86

.86

.88

.90

.90

.92

1.02

1.00

.99

.99

.99

1.07

1.13

1.31

.86

DEC.

1.13

1.12

1.11

1.10

1.05

1.05

1.04

1.02

1.01

1.13

1.37

1.58

1.68

1.67

1.79

2.16

2.65

2.99

3.14

3.29

3.38

3.55

3.72

3.97

4.14

4.38

4.60

4.93 

5.01

5.01

1.01

JAN.

5.08

5.09

5.08

5.08

4.92

4.78

4.77

4.52

4.72

4.70

5.03

5.52

5.91

6.12

6.25

6.38

6.52

6.60

6.66

6.70

6.76

6.82

6.87

6.80

6.73

6.63

6.49

6.09 

5.85

6.87

4.52

FEB.

5.54

5.20

4.85

4.52

4.28

4.08

3.76

3.48

3.20

2.75

2.70

2.72

3.02

3.22

3.42

3.51

3.52

3.61

3.71

3.89

4.01

4.05

4.10

4.14

4.18

4.20

4.20

5.54

2.70

MAR.

4.08

4.50

6.98

7.60

8.12

8.55

8.99

9.44

9.85

10.84

10.92

11.00

11.12

11.70

12.25

12.33

12.32

12.22

12.30

12.20

12.12

12.03

11.93

11.85

11,73

11,60

11.42

11.10 

10.94

12.25

4.08

APR.

10.69

10.40

10.12

9.80

9.42

10.12

9.95

9.63

9.41

8.94

8.70

8.62

9.27

9.71

10.26

10.82

11.28

11.70

12.01

12.18

12.70

13.95

14.38

16.10

17.00

18.48

19.12

19.40

19.40

8.62

MAY

19.23

19.01

18.73

18.40

18.08

17.75

17.51

17.32

17.22

17.14

17.12

17.10

17.03

16.98

16.90

16.77

16.65

16.44

16.24

15.98

15.76

15.43

15.06

14.66

14.21

13.76

13.19

IP. 19

19.23

JUNE

_

_

_

7.38

7.10

6.20

5.32

4.50

3.78

2.82

2.45

2.18

2.00

1.85

1.74

1.70

1.60

1.54

1.50

1 .46

1.39

1.35

1.28

1.27

1.23

1.22

1.17 

1.15

1.18

_

1.15

JULY

.17

.15

.20

.18

.15

.15

.19

.21

.22

.31 

.30

.23

.16

.10

.06

1.01

.98

.97

.95

.93

.92

.90

.88

.82

.87

.85

.84

.86 

.86

.86

1.31

.82

AUG.

.87

.88

.92

.95

.93

.90

.90

.90

.89

.86 

.84

.82

.80

.82

.85

1.10

1.78

1.52

1.33

1 .18

1.07

1.12

1.18

1.21

1.21

1.08

.98

.90 

.90

.89

1.78

.80

SEPT.

.89

.91

.92

.92

.90

.88

.90

.96

.96

.94

.92

.91

.90

.92

.92

.95

.99

.99

.99

.98

.97

.96

.94

1 .00

1.02

1.00

.95

2.KI

2.87

.88
RED RIVER BASIN

OAQE HEIGHT, IN FEET,, AT 0800 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17 

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

1.83

1.43

1.28

1.20

1.22

1. ??

1.20

1.19

1.18

1.17

1.17

1.16

1.16

1.18

1.29

1.30

1.28

1 ?5

1.22

1.18

1.16

1.13

1.10

1.09

1.09

1.06

1.09

1.09

1.03

1.01

.98

1.83

.98

NOV.

.96

.93

.95

.92

.90

.89

.98

.96

.90

.89

.88

_

.84

.83

.82

.82

.81 

.82

.87

.87

.83

.81

.82

.83

.85

.86

.87

1.34

1.15

1.47

1.47

.81

DEC.

1.43

1.40

1.36

1.30

1.25

1.20

1.19

1.18

1.13

1.18

4.99

6.46

6.33

6.23

6.43

6.91

7.33 

8.27

8.40

8.33

8.34

8.39

8.42

8.49

8.52

8.55

8.55

8.53

8.49

8.41

8 .83

8.83

1.13

JAN.

8.85

8.52

8.21

7.94

7.63

7.30

6.85

6.58

6.40

6.12

5.65

5.18

4.70

4.31

4.12

4.05

3.94 

3.90

3.95

4.15

4.48

4.88

6.44

6.60

7.4E

7.79

8.24

8.69

8.96

9.01

8.99

9.01

3.90

FEB.

8.99

9.03

9.09

9.16

9.22

9.28

9.28

9.27

10.86

12.46

4.42

6.06

6.80

7.19

7.18

7.03

6.78 

6.42

6.10

15.58

15.28

15.03

14.90

15.18

15.30

15.39

15.40

15.46

 

17.19

8.99

MAR.

15.48

15.56

15.57

15. SO

15.40

15.31

15.18

15.03

14.83

14.58

14.31

14.03

13.73

13.43

13.10

12.82

12.60

12.24

12.10

12.02

11.97

11.86

11.63

11.32

11.17

11.22

11.14

11.24

13.88

15.14

15.57

11.14

APR.

15.76

15.98

15.75

15.38

14.90

14.49

14.17

13.89

13.67

13.56

13.54

13.60

13.66

13.66

13.65

13.59

13.52 

13.46

13.37

13.24

.

-

-

-

-

11.79

11.49

11.07

10.66

10. E5

15.98

10.25

MAY

9.80

9.35

8.83

8.30

7.73

7.10

6.58

5.66

4.91

4.25

3.67

3.14

2.72

2.^6

2.13

1.90

1.72 

1.62

1.E2

1.49

1.E6

l.tl

1.54

1.53

1.54

1.56

1.61

1.59

1.55

1.52

1.42

9.80

1.42

JUNE

1.40

1.36

1.35

1.44

1.58

1.67

1.69

1.65

1.60

1.55

1.50

1.44

1.39

1.34

1.33

1.31

1.30 

1.E9

1.28

1 . 28

1.42

1.38

1.28

1.20

1.19

1.26

1.32

1.38

1.48

1.50

1.69

1.19

JULY

1.70

1.82

1.90

1.90

1.82

1.80

1.75

1.69

1.63

1.61

1.60

1.80

1.79

1.70

1.60

1.54

1.49 

1.39

1.32

1.28

1.17

1.05

.94

.88

.92

1.06

1.12

1.06

1.10

1.12 

1.03

1.90

0.88

AUG.

.94

.89

.87

.90

.87

.83

.78

.80

.79

.77

.75

.74

.73

.75

.80

.84

.85 

.84

.82

.80

.77

.77

.76

.81

.80

.80

.88

.90

.89

.87 

.87

.94

.73

SEPT.

.96

.97

.97

.97

.98

.97

.97

.97

.98

1.03

1.96

1.84

2.13

2.71

3.45

4.18

4.61 

4.74

4.63

4.35

3.97

3.76

3.67

3.54

3.41

3.32

3.23

3.23

3.27

3.26

4.74

.96
RED RIVER BASIN

7-3647. Bayou de Loutre near Laran, La.

Location. Lab 32°57'20", long 92°30'00", in NW£ sec.29, T.23 H. , R.I ¥., near center of span on 

downstream side of bridge on parish road, lj miles southwest of Laran, 1^- miles downstream from 

Lion Creek, and 3 miles upstream from bridge on State Highway 550.

Drainage area. 141 sq mi.

Records available. October 1955 to September 1965.

Gage. Digital water-stage recorder. Datum of gage Is 112.34 ft above mean sea level, datum of 1929. 

~^rior to Jan. 31, 1956, wire-weight gage and Jan. 31, 1956, to Sept. 28, 1964, graphic water-stage 

recorder at same site and datum.

Average discharge.--10 years, 179 cfs (129,600 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (1,000 cfs, revised), water years 1961-65

Date

Dec. 10, 1960

Feb. 23, 1961

Mar. 31, 1961

July 17, 1961

Dec. 12, 1961

Time

0100

0100

2300

1430

1200

Discharge

1,800

2,560

1,860

* 10,800

1,800

Gage 

height

9.68

10.92

9.75

16.00

9.73

Date

Dec. 19 1961

Jan. 17 1962

Jan. 25 1962

Apr. 2 1962

May 3 1962

May Z, 1963

Time

0800

1100

1930

1700

0700

0700

Discharge

,920

,630

,580

,240

* 1,980

* 900

Gage 

height

9.89

9.40

9.28

8.46

9.98

7.46

Date

Apr. 8, 1964

Feb. 13, 1965

Apr. 1, 1965

Time

1000

0200

0400

Discharge

1,440

1,560

* 1,880

Gage 

height

8.95

9.27

9.84

al minimum discharge, wate ears 1961-65

Water year

1962

1963

Date

June 9, 1961

Aug. 17-20, 1962

June 12, 1963

Discharge

14

a 5.0

4.0

Gage height

1.57

-

1.25

Mater year

1964

1965

Date

July 21, 25, 26

July 6, 1965

Discharge

1.0

Qage height

1.11

a Minimum daily.

1955-65: Maximum discharge, 22,600 cfs Apr. 27, 1958 (gage height, 20.29 ft, from floodmark); 

minimum, 1.0 cfs July 21, 25, 26, 1964 (gage height, 1.11 ft).

Remarks. Records fair. Records of chemical analyses for the water year 1965 are published in 

reports of the Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TD SEPTEMBER 1961

1

2

3

5

7 

B

9 

10

11

12

14 

15

17 

la

19 

20

21 

22 

23

24 

25

26

27 

28 

29 

30 

31

MEAN

MIN 

CFSM

IN.

20 

20 

18

22

33

61

59

39 

34

*4

28 

3u

2B 

26 

2* 

24 

22

26 

24 

25 

30 

36

31.5

16 

.22 

.26

40 

36

28

24

85 

95

127 

115

111

127

136 

123 

101 

76 

65

54

53 

62 

62

78.0

24 

.55

.62

71

87

324

1.68C 

1,310

579 

5C8

253

97

85 

78 

72 

69 

67

66 

76

306 

543 

652

382

66 

2.71

1,240

311

324 

305

23* 

169

123

103

101

99 

95

93 

95

87

85 

85 

88 

95

310

85 

2.20

103

107

L19 

115

89 

SI

86

37*

925 

2,020 

2,350 

1.480 

l.QCO

520

431

77

3.06

412

420

632 

*81

186

3CB

481

490 

461 

380 

268 

192

570 

695

1,740

472

1*0

3.34

1,480 

1,100

176

140 

186

232

322

268

78

65 

58 

52 

49 

45

59 

56

314

45 

2.23

IN 7.6

87 

84

Bl

54

39 

37

37

30 

38

29

26 

23

29 

60 

83

126 

121

72

61.4

23 

.44

26

22

17

15

17

42

80

44

308

244 

214 

198 

181 

126

75 

56

36.7

4 

. 2

20

19

26

169

268

220

9 020

1 340

682 

358 

155

84 

86

87

112 

186 

238

336

812

19 

5.76

6.64

186

84

50

33

28

28

32 

36

42 

36

3D8

160

55 

39 

36 

32 

29

28

26 

27

26 

28 

38

87.5

26 

.62 

.72

32 

31

37

58

47 

40

33 

31

33 

35

140

44

33 

27 

24 

24 

22

22

22 

28 

26 

24

51.4

22

.36 

.41

3,060

100
RED RIVER BASIN 

7-3647. Bayou de Loutre near Laran, La,--Continued

?

7

n

13

15

13

17

2i 

iiZ'.

"

27

i(j

TOTAL

MAX

MIN

[N.

AC-FT

WAT Y

l<-3 

145 

72

li24

23

,?_

:*

^

22

.Ti

 

.1

71

75 

7b

oS

7;

lit 

I3b

\y.

Hb 

214

J55

l^i

275 

145

;9

1.37

7e

3t5

all. 

l,tl'j

,53»,

tia^

,L7'u

,b3t

1,»4L

A 50

14C 

145

i^£

5.16

62

26B 

244 

2UJ

17C

155

132 

558

1,180 

dlC

404

,210

,530 

,18C

blC

5.70

13j

126 

121

116

1C3 

1C7

135

252

420

356

358

645

 

2.10

13 = 

1E1

353 

32° 

3C1

135

121

I2o 

14C

116

10C,

= 6

1.7E

} , o ?o ^

,920

2oe

^38 

25C

232

22E

It5 

126

li 2 

51

77

3 4

268

£23

2. 1C

IN E.O

,u

83 

57 

47

40

30 

28 

26

2B 

34

3 =

35

23

15

IB

96

2.0C'

244

358 

410 

870

7BO

286 

112

58

44 

BC

1C1

B7

47

25

22 

24

870

1.67

"l

18 

16 

If15

13 

L3 

12

11 

12

17 

17

15

14

16

2 s

34

104 

11

.20

25

IB

14 

13 

11

°.2

7.4 

6.2 

6.2

5.0

5.0

5.9 

6.2 

6.5

12

14 

22

25

5.0

.10

729

30 

40

30 

32

2B

52

48 

52 

56

108

54 

35 

31

3» 

33

24 

18

15

14 

15

36

20 

1?

lr2CB

108 

14

.32 

2,400

1 

2

3

5 

7

11

U

i<;

17

It22

24

25

27

Ju

MEAN

AX 

IN 

F5M

N.

2i 

21

160

1L&

142

14C

11

73. t

2L

.52

^

24 

.'.5

34

31

t,"

^ 2

I2b

12(3

7a 

75

7<i

!?f

7t 

7b 

68

54

45

40

4^

4^

lit

155 

15C

160

 

s

145 

140 

121

9<=

1C1

47 

50

58

t>0 

59

47 

50

80

44

121 

lib

13C

130 

130

72

BC

130

145 

140

&B 

81

 

72

111

155 

2CB

336 

38B

83

61

54

IfcL

116

103

47

,92C

54 

41 

36

31 

121

244

2t

32

33 

176

75r

22

IN 5.u 

IN 4.4

810 

870 

670

165

55

20

11

S.5

13

13

18

14

B70 

9.2

CFSM

1 

1 

1

.4

.8 

.9

.0

.8

25

78

103

32 

22

22

4.4

.54 IN

14 

11 

11

8.3

7.1

6.5

10 

17

181

61 

31

22

31

53

150

6.5

7.4C /

170 

121 

6C

22

17

13

11 

24

24

11

9.2 

8.3

8.0

7.1 

6.8

38

6.2

C-FT 55

28 

24 

17

28

37 

72

44 

47

43 

47

40 

3°

64 

112

112

49 

36 

25

ia

13 

15

13

13 

2,630

610
RED RIVER BASIN

7-3647. Bayou de Loutre near Laran, La.--Continued

DISCHARGE, IN LUBIC FEET PER SECOND, WATER Yt-AB LCTOBER 1563 TO SEPTEMBER 1 = 64

1 

2

3

it

5

6

7 

8

11 

12

15

16 

17

18

20 

21

22

23

24

26

27 

28 

29 

30

31

ME4N

H1N 

CFSM 

[N.

HAT YF

3 

5

4

3

2 

1

0

<*.7

v.7 

*.7 

9.7

9.7

1C

9.7

9.7

10

11 

10

li

11

9.7

.08

16

18

16

16

15

13

11

12 

12 

13

21

26

45 

45

52 

55 

58

11

.18

37

2B 

26 

28

68

22t 

2uU 

116

52

5C

60

141 

146

128

28

56

180 

228

238

L80

132 

110 

87

69

58 

55

47 

43

41

40

63

155 

155

114

100

128 

L41 

136

1C3 

84

58 

51

47

48

43

aii

32Z

2£ j

165

18C 

17Q

136

128 

128

123 

110

110

<J&

60

171

48

176

1.36C

1,1,00

357

175

118

89 

66

40 

34

228 

350

1,280 

930

424

34

IN l.C

136

44

24 

22

29

32

25 

19

16

11 

9.4

8.5 

8.2

8.5 

8.2

15

50.6

8.0

CFSM .

45

40

18 

18

2C 

16

11

9.4

11 

14 

12

16 

17

10 

9.7

40 

28

 

19.1

8.5 

1,L3C

61 IN

.8 

.3

.5

.4

.9 

.1 

.7

.8

.8

.8 

.0

.0 

.5 

.2

.2

.0

.5 

.3

.2

.6 

.1

11

2.93

l.C

.5 

.7

.3

.3

.4 

.3

.2 

.4

9.4 

10

27 

35 

35

53 

52

54

54

34

37 

31

30

23.5

3.3 

.19

17 

13

11

i: 

11

9.7 

11 

11

9.4 

7.7

6.2 

5.7

6.7 

36

68

55 

41

30 

21

11

80 

53

24.5

5.7 

.17 

.19

00

DISCHARGE, IN CUBIC FEET PER SEC3ND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

4

7

Q

12 

13 

14

17 

18

19 

20

21 

22 

23 

24 

25

27

28

30

MEAN

MIN 

CFSM

AC-FT

25 

24

22

13

11

8.8

7.2 

7.3

20

5

2 

4 

5

4 

2 

1 

1 

0

8.5 

3.0

7.7

13.9

7.2

. iu

853

7.9

8.3

8.1

8.6

19

26

30 

27 

21

13 

13 

25 

43

41 

40 

41 

46 

46

34 

41

38

26. a

7.8

.18

1,550

33 

30

47

41

49

55

163 

159 

151

115 

97

84 

80

75 

74

69 

6C 

53

42 

39

35

75.5

29

.54

4,640

48 

46

125

138 

128

106

141 

150 

166

50 

43 

40

38 

69 

185 

235 

245

335 

305

87

132

38

.94

8,130

50 

44

38

37 

37

208

1.270

1,500 

1.300

244

141 

100

84 

73 

65 

89 

143

187

180

______

322

36 

2.28

17,870

177

180

167

197 

184

112

76 

95 

127

188 

128 

101

96 

88 

70 

60 

77

1C5

120

1,320

225

60

13,840

1.73C

1,1 SC

496

213

166

145

96 

88 

80

36

32

28

25 

23 

22 

19 

18

22 

21

205

18 

1.45

12,200

19 

17

13

11

10

9.2

10 

10 

13

27 

27 

36

40 

61 

47

43 

38

32

49

29.8

9.2 

.21

1,840

42

33

15

9.8 

9.1

8.5

32 

26

20

14

17 

16 

11

8.2 

6.7 

6.2 

8.0 

11

17 

22

16.0

6.2 

.11

953

8.2

7.0

4.9

4.2

8.2

8.2

7.7 

7.7 

6.7

6.7

5.4 

8.5 

LI 

12

11

9.4 

7.0 

5.5 

8.0

7.7

8.8

8.10

4.2

.06

498

12

9.4

6.0

4.5

4.9

6.7

16 

27 

22

10

8.0 

7.2 

6.7

5.5

6.2

8

9 

8 

C

19.0

4.5 

.14

1,170

13 

11

7.2

8.0 

9.1

6.4

61 

62

7C

103

82 

40 

21 

14

21

59 

27 

17 

24

55 

59

1,781.1

59.4

6.4

.42

3,530
RED RIVER BASIN

7-3648.6. Sugar Creek tributary at Lake Foursome, near Arcadia, La.

Location. Lat 32°38'10", long 92°52'20", in SW£ sec.14, T.19 N., R.5 W., Louisiana meridian, on 

north side of Lake Foursome, 600 ft above spillway, 1,500 ft upstream from Sugar Creek, 7.1 miles 

northeast of Arcadia, and 8.1 miles northwest of Simsboro.

Drainage area. 0.93 sq mi (including pond). 

Records available. April 1954 to September 1965.

Gage. Duplex water-stage recorder (rain gage and water stage combination). Datum of gage is 

S-T24.0 ft above mean sea level, datum of 1929, supplementary adjustment of 1941,

Average discharge.--11 years, 0.82 cfs (594 acre-ft per year).

Extremes. Maximum outflow and maximum inflow (average for 2|--minute interval), computed from outflow 

and change in reservoir contents (adjusted for rainfall on reservoir surface during time of peak 

inflow), for the water years 1961-65 are contained in the following table:

Water

year

961

962

963

964

965

Maximu

Date

Mar. 27, 1961

Dec. 9, 1961

Mar. 5, 1963

Apr. 27, 1964

Mar. 30, 1965

m outflow

Outflow 

(cfs)

12

27

.6

1.8

a 7.8

Gage height 

(feet)

5.25

5.47

4.67

4.90

-

Maximum inflow

Date

July 24 1961

Apr. 30 1962

July 8 1963

June 30 1964

May 27 1965

Inflow 

(cfs)

296

166

127

128

229

a Maximum daily.

No outflow for many days in each year.

1954-65: Maximum outflow, 189 cfs June 8, 1959 (gage height, 6.50 ft, from floodmark); no outflow at times in each year. Maximum inflow determined, 541 cfs (average for 2j-minute interval) 

May 14, 1957, computed from outflow and change in reservoir contents, adjusted for rainfall on 

reservoir surface during time of peak inflow, but was higher during period of no gage-height 

record June 8, 1959.

Remarks. Records good. Records of daily discharge are outflow from reservoir, determined from 

stage-discharge relation of spillway and pipe. Pond is formed by earth dam; spillway is located 

at right side of dam and is 100 ft wide at top, about 25 ft wide at bottom, and relatively uniform. Outflow pipe is set generally horizontal in the dam about 00 ft left of the spillway and 

is 12 inches in diameter, 55 ft long, and smooth except^ at joints, Capacity below 1.0 ft gage 

height not determined and not included in capacity figures.

Corrections. In WSP 1711 and 1731, the date of maximum inflow for the water year 1956 is in error; 

it should be Apr. 5, 1956.

DISCHARGE, IN CUBIC fEET PER SECOND, WATER YEAR CCTG6ER 1960 TO SEPTEMBER 1961

1

2

3

4

5

6

7

a

i

10

11

12

13

1*

L5

16

17

IB

19

20

21

22

23

24

25

26

27

28

2S

JO

31

DTAL

I N

t

* 

t >

0

0

c

0

u

0

u

o

u

"

0

0

u

0

0

0

0

0

0

0

u

0

0

0

0

0

0

0

0

0

0

Q 

0

0 

151

54.6 

3.24

0

 J

0

0

u

0

0

0

a

a

0

0

0

0

0

0

0

u

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2. S3

0

0

0

0

0

Q

.40

.90

. 1

.5

.0

.5

.3

.0

.0

.8

.5

.3

.2

.2

.1

.0

.0

.so

.90

.90

.90

.60

1.0

1.0

l.J.

33. 5C 

1.08

0

8.71

2.0

2.0

1.8

1.7

L.5

L.4

2.3

4.2

3.8

2.5

2.2

1.9

2.1

2.0

2.0

1.8

1.6

1.4

1.3

1.2

1.0

.90

.90

L.O

1.3

1.4

1.3

1.3

1.2

1.2

1.0

5J.20

.90

3.32

L.O

.90

.90

.80

.80

.70

.70

.60

.60

.60

.50

.50

.40

. 40

.40

.40

.40

.40

.40

2.2

7.4

6.5

4.7

4.1

4. L

3.2

3.0

2.5

 _

 

4<J. 10

.40

3.95

2.3

2.0

1.3

1.7

1.9

'.0

2.2

2.8

L.8

1.4

1.4

1.4

L.4

1.3

1.2

1.2

7.6

a. 7

5.7

5.3

4.6

3.7

2.5

1.2

1.1

1.0

9.5

7.9

5,6

4.8

6. L

103.1

1.0

6.66

5.3

4. C

.5

.7

.1

.?

. 9

.7

.1

.s

.7

.8

.4

.2

.0

. 80

.80

.70

.71)

.60

.6C

.60

.50

.50

.50

.40

.50

.50

.40

.50

41. LO

.40

1.47

.50

.60

.50

.50

.50

.40

.40

.40

.30

.3.0

.3.0

.30

.30

.40

.40

.:io

.:io

..10

.20

.10

.10

0

.10

0

0

0

0

0

0

0

0

7.40

0

1.62

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.20

.50

4.0

7.0

4.0

1.9

1.5

1.3

1.5

1.7

1.4

1.2

1.0

.90

28.10

0

8.47

.80

.80

.80

.70

.70

.60

.60

.50

.50

.40

.40

.30

.30

.30

.30

.90

1.3

1.2

1.1

.90

.90

.80

.70

1.4

2.1

1.6

1.3

3.7

6.7

4.0

2.2

38.80

.30

6.86

.6

.3

.1

.1

.0

.90

.90

.80

.70

.70

.60

.60

.50

.50

.60

.60

.90

1.8

1.5

1.3

1.1

1.0

.90

.80

.80

.70

.70

.60

.60

.50

.50

27.20

.50

184

55.8

4.39

.40

.40

.40

.40

.30

.30

.30

.30

.20

.20

.20

.30

5.2

6.4

3.1

1.9

1.5

1.2

1.1

1.0

.90

.90

.80

.80

.70

.70

.70

.60

.60

.60

32. 4C

.20

184

55. B 

4.53

t Contents, In acre-feet, at end of month. 

* Surface area, In acres, at end of month.

tt Precipitation, In inches, during month at rain gage at lake. Total for calendar year I960, 37.79 inches; 

total for water year 1960-61, 56.15 inches.
RED RIVER BASIN

1

2

3

t

7

8

9

10

11

12

13

14

15

17

19

20

21

22

23

24

25

2t

27

28

30

7-3Pd8.^

-CT. " ' 

. 0

. 0

. 0

. 0

0

. 0

. 0

. 0

. c

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. c

* u

. 0

31

TQT«L

^ESM

MAX

M[,\

<t> 

<*)

.20

.20

.-.0

.40

.30

.40

.40

.30

, 10

.SO

.70

.70

.70

.80

.90

.90

.90

.9C

.30

.90

.1

.1

. 1

.0

.C

.9L

)?. I, il.il

Sugar Creek tributary at Lake Foursomp , near Arcadia. La . -- "or firmed

.90

.90

.90

.81,

1.0

. 3

.3

.3

1

1

1

1

. 2

.9

.4

1

2

.5

 *>

.5

.5

,i

.0

.0

.5

. 5

.4

.6

17 ,6C

. 1 .7) .5*

. (. l.l 21

.01 . ->n .80

1 5 

55.5

1962: T .-

- 1 211 

56. B

1.9

f

.

.

.

.

.0

.0

.0

.0

.0

.0

1

1

.8

.9

.0

,0

.0

.0

.3

.3

.3

.6

.2

4.0

U9.1

3.84

12

1.0

212

56. B

4.24 j 10 ,8 | ,., 

TM ^5.41) MEAN 1.52

2.7

2.4

2.2

2.0

l.l

1.7

1.4

1.4

1.3

1.2

1.2

1.1

1.0

1.0

1.0

1.1 1.1

1.8

1.3

2.0

2.1

2.8

3.7

3.7

3.4

4.0

4.0

 

56.4

2.01

4.0

1.0

.0

.0

.7

.4

.0

.2

.0

.0

.5

.5

.5

.0

,0

.0

,7

.6

.4

.3

.3

.4

.4

. 4

.4

.5

.5

1.3

1.2

1.2

1.1

1.1

1.2

1.1

1.1

1.1

1.0

1.0

.80

.70

.70

.60

.50

.50

.50

.50

.50

.40

.40

.40

.40

1.0

.5 1.1

.4

.4

2.4

3.4

.Sj_ 

5 .8 , 29.90

1 99 I. 00

.0

.3

3.4

.40

214 0' ?29

56.9, 5«.5, 57.5

20 I .70

7.8

5.0

3.0

2.1

1.8

1.5

1.3

1.2

l.l

1.0

.90

.80

.80

.70

.60

.60

.50

.40

.40

.40

.70

.80

.90

.90

.90

.90

1.0

1.0

1.0

1.0

.90

.90

.80

.80

.70

.60

.60

.50

.40

.40

,3C .40

.30 .30

.20

.20

.zc

.20

.20

,20

.20

,20

.20

.10

.10

.10

.10

.10

0

0

0

0

0

0

0

0

0

.10

.40

.40

.40

.40

.40

.30

.20

.20

.20

.30

.30

.30 . .20 i .20

.70 ""

=5,10 ^.90

1.7S .63

 >.40

.17

20 1.0 I .40

.21" .20 0

15

M«X 21 *IH 0 AC-FT 1 

fAX ?1 «IN 0 AC-FT 1

18 r 179 

5-5.7 C 5.7

160 

100

.20

-10

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0.50

,016

.20

0

166 

55.2

0

0

0

.10

.20

.20

.20

.20

.20

.30

.20

.20

.20

.20

.20

.10

.10

0

0

0

0

0

0

0

0

0

2.90

.017

.30

0

170 

55.3

3.53

ntents, In a"' =-""

IN CUBIC FEET PER SECCJNDt WATER YEAR OCTOBER 1962 TO SEPTEMBER 1163

CAY

1

2

3

4

5

6

7

8

9

10

1

2

3

4

15

6

7

8

9

0

1

2

3

4

5

6

7

8

V

1

TO AL

* N

M

M

(

(

( >

 ICT.

0

0

0

0

0

0

0

0

0

0

G

C

0

0

0

0

0

0

0

0

0

0

u

0

a

c

0

u

0

u

0

0

0

0

156

54. B

.65

«»'L

0

0

0

0

0

0

0

0

G

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

DEC. 1 JAN. I FEP. 1 »AR. APR. 1 MAV 1 JUNfi

0 ,10 ,20 1 -50 . 10 [ .40 1 0

G

0

1}

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

. 10

.10

"-- JL±,

o| 0.40

0

0

0

167

55.2

2.80

,i->!3

.10

c

177

55.6

1.87

-20

.20

.20

40

.40

.40

.40

.40

.40

.40

.30

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.10

.10

.10

.10

.10

.10

.20

.20

7.00

.23

.40

.10

180

55.7

1.61

,20

.30

.30

.30

30

.20

.20

.20

.20

.40

.40

.40

.40

.30

.30

.30

.30

.50

.50

.50

.40

.40

.40

.40

.40

.40

.30

-. - 

_____

9.40

.34

.50

.20

191

56.1

3.08

50

-50

-50

,M>

- 50

.40

.40

.40

40

.40

.40

.40

-40

.30

.30

,30

.30

.30

.30

.20

.20

.20

.20

,20

.20

10

.10

-10

.10

.10

0.80

.32

.60

.10

178

55.6

.85

. 10

.10

-10If

.40

.40

.40

.40

.40

.40

,40

.30

.20

- 20

,20

.10

.10

.10

.20

.20

.10

.10

.10

,?0

.10

.20

.30

.50

.50

7.00

.23

.50

.10

188

56.0

4.55

.40

.40

.40

.40

-30

.30

.20

.20

-?0

-20

,2C

.10

-10

1C

,10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

4.00

.13

.40

0

168

55.2

.74

0

0

0

0

0

0

°

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

150

54.6

1.40

_-__ _ 

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

147

54.5

3.42

AUG. 1 SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

127

53.8

1.66

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

106

53.1

.89

Contents, In acre-feet, at end of month. * Surface area, in acres, at end of month.

t Precipitation, In Inches, during month at rain gage at late. Total for water year 1962-63, 23.52 Inches.
RED RIVER BASIN 

CreoK tributary at Lake Foursome, near Arcadia, La. Cuntuiued

-.I Nov. 29 to DBC, 31, 1963.

7.60 

.27 

.60

7.90 

.?5 

1.6

9.90 

.33 

1,1

AC-FT 

AC-PI

SB at end of
RED RIVER BASIN

7-3650. Bayou D'Arbonne near Dubach, La.

Location. Lat 32°40'50", long 92°39'10", in SW,MW, sec.35, T.20 N., R.3 W., near left bank on downstream side of bridge on U.S. Highway 167, 1J miles south of Dubach and 8 miles upstream from 

Middle Pork Bayou D'Arbonne.

Drainage area.--355 sq mi.

Records available.--June 1940 to September 1965.

Gage. Digital water-stage recorder. Datum of gage is 83.25 ft above mean sea level, datum of 1929 

(levels by Louisiana Department of Public Works). June 4, 1940, to Hay 6, 1952, wire-weight gage 

1,000 ft upstream at same datum. May 7 to Dec. 3, 1952, wire-weight gage and Dec. 4, 1952, to 

May 25, 1964, graphic water-stage recorder at present site and datum.

Average discharge. 25 years, 428 cfs (309,900 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and pealc discharges above base (3,500 cfs), water years 1961-65

Date

Apr. 1, 1961 

Dec. 11, 1961

Time

0600 

0600

Discharge

* 3,200 

7,350

Gage 

height

17.93 

19.53

Date

Dec. 18, 1961 

May 2, 1962 

May 4, 1963

Time

1900 

200O 

0100

Discharge

* 7,950 

4,080

* 669

Gage 

height

19.72 

18.56

9.45

Date

Apr. 27, 1964 

Apr. 1, 1965

Time

2400 

0430

Discharge

* 3,750 

* 3,110

Gage 

height

18.39 

17.81

Annual minimum discharge, water years 1961-65

Waber year

1961

1962

1963

Date

Oct. 4, 1960

Aug. 19-24, 28, 29

June 16, 1963

Discharge

1.8

.40

.90

Gage height

4.96

a 5.03

4.88

Water year

1964

1965

Date

ftt times

Oct. 27 to Nov. 5, 1964

Discharge

0

0

Gage height

b 4.67

c 4.68

a Occurred Aug. 28, 29, 1962. 

b Occurred Aug. 8, 1964. 

c Occurred Sept. 10, 1965.

1940-65: Maximum discharge, 26,400 cfs June 9, 1959 (gage height, 23.79 ft); no flow for many 

days in most years.

Remarks. Records good.

Revisions (water years).--WSP 1007: 194l(M). WSP 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAK ICTGBFR 1-60 TO SEPTEMBER l°6l

DAY

1

3

7

B

l£

1J

14 

15

17

IV

21

22 

23 

<-4

-«

3 U

MEAN 

MAX 

MIN

IN.

AI.-FT

OCT.

2.f

L,l

3.0 

13

15 

Jl

ID

11

^.2

12

fi.r

5.2 

5.2

p. i

ip. B

5.b 

<3. u

25 

1.3

 ^

NL'V.

S.u

7.4 

5.2

6.9 

6. J

B.<- 

9.8

15 

i<t

73 

41

42 

53

4C 

3i

7:

b.i

'" 

DEC.

40

35 

44

1.2LC 

1.44C

1,J3.1

3 <b

2 = b 

27,.

2-'j 

5d4

2.L-C

Z.lo

JAN.

1,540

1.2BC

1,360

P56

i72

567

1,540

2.7B

Fte.

4Hi

4U£

372

ZUC

2,7iO

______

i,7C,.

Z.b3

MAK.

<?41

856

i,3f ;

C52

l.s.7:

2,fcC . 

-,H '-

 

It *3 3

3,1< L

4.££

APR.

2,^'il,56&

t5i

516

.'1.3

227 

351

7»f

3,; . .

:.32

MAY

465

312

135

SS

46 

t8

29 

25

122 

-.65

.40

JUNE

15

13

3.6

3."J 

2.5

17 

53

2,350

1,0<JO

1,15.,

3^ =

516 

3t>3

5C3

2,'OC

1.50

JULY

2B6

'3o 

207

2 If

133

190

77 

65 

151

500

431

3WI

4^2 

4j5

^"72 

3b3 

4 J 1

532

£,33r

1.73

AUG.

32U

244 

l=>3

169

lie

07 

78

58 

73 

516

53B

27.1 

1S3 

1*0

120

71 

57

5:

'43

.7'-

-bl

SEPT.

45

39

3?

35

3;

IS 

1 Z

d.6

4SO 

1,110

1,1 in 

8C5

2" 3

135 

113 

9t

84

193

140 

^2

215

1,110

.6!

.63 

12,320

: TLTAL 16-,i.8t.u MEAN 519
RED RIVER BASIN

7-3650. Bayou D'Ar-bonne near Dubach, La .--Continued

01SCH6KGE, IN CU6IC FEET PER SECOND. WATEP YEAR OCTTREF I9bl 10 SEPTFMBER

2 

3

4

t>

6

B 

9

U

13 

14

15

It.

17

18 

19

23 

21

22 

23

26

28 

23

31

MEAN 

MAX 

MIN

IN.

47U

162

95

56

48

5C 

5*

43 

145

.47

it

95

142

3BS

465

550

788

3B1 

1.2C

b=>c

1,,-lL

3.5&0

7,75b

L.76C

blS 

2,245

605

2,350

1,13C

1,760 

1,296

4.21

4S2

533

1,080

751

618 

873

482

414

346 

644

3«7

3U

618

3<>7

388

278 

244

304

491

UN 2.4

431

1E3

130 

123

82 

72

59 

50

144

613

3.4CO

48 ?

338

278

196

188

85 

7C 

67

7<=

137 

67

33 

31

187

482

 *

31

ir

14

5.2

3.0 

1.8

1° 

12 

22

IB

50 

24

16

13 

12 

]3

23

23.3 

83

.07

16

11 

9.0 

7.4

5.2

4.7

3.t

2.4 

1.8

l.C 

.70

.60 

.60

.50

.4C

.40

.40 

.40 

.4C

.60

.60 

.60 

.40 

.60

3.0

2.63 

16

.007

2.0

2.r, 

12 

7.8

8.0 

6.9

43

32

IB

15°.e 

]?

10

3.6 

8.C

5.8

4.7

5.8 

4.7

5.8 

14

17.9 

64 

2.0 

.05 

,C6

500

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2 

3 

4 

5

6

7

a

9 

10

11

13 

14

15

L6 

17

18 

19

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

TOTAL

MAX 

HIN 

CFSM 

IN.

14 

9.8 

5.8 

5.8 

12

9.2 

7.4 

6.4 

5.8 

4.7

4.7

3.6 

3.0

3.0

5.2 

5.2 

4.7 

3.6

3.6

9.8 

8.6 

6.9 

5.2 

6.4

5.2 

4.7 

4.7 

4.2 

4.2 

4.2

3.0 

.C.2

4.2 

3.6 

3.6 

3.6 

3.0

3.6

4.2 

3.6 

3.0 

2.5

2.4

2.2 

2.4 

2.5

5.8 

5. B 

9.8 

8.6 

14

27 

29 

40 

37 

31

25 

19 

16 

15 

29

2.2

.U3

25 

2C 

19

16 

14 

14 

15 

13

13 

13 

13

13 

li

13 

13

14

14 

14

40

67

64 

67

90

12

.CS

58 

55 

80

105 

128 

128 

1C8 

83

50 

43 

37

33 

31 

35 

37

39 371 

37

32

27

31 

40 

47

27 

.16

67 

61 

61

61

52 

50 

47

139 

142 

122

 95 

BO 

72 

110

224

2C7 

168

134

118

______

47 

.30

244 

252

244

295

2C3

173

159

227

1R3

15D

139 

132 

125

12:1

1C 6

92

8C

77

P3

89 

75

67 

.43

55 

53

5C

120

414 

3BC

38C

159 

128

106

77 

67

62

88

83 

65

59

67

203 

397

50 

.41

MAX 3,400 KIN .4G

635 

635

422

218

118 

88 

61

25 

17 

13

11

8.6 

6,9 

6.4

5.2 

3.0 

2.'i

2..!

2.5

7.4 

4.7

2.2

.32

JUNE

12 

S.6 

6,4

4.7 

3.6 

2.5 

2.2

2.0

1.9 

1.6 

1.6 

1.3 

1.0

1.0 

1.3 

1.6 

2.5

7.4 

10 

2C

22

31

17 

14

1.0 

.03 

.03

CFSM .95 IN 

CFSM .16 IN

JULY

8.6 

4.7 

3.t> 

5.3

9.8 

6.9 

4.2 

5.3 

3.6

2.0 

6.4 

13 

12

22

76

°5 

162 

205

67 

37 

26

20

2C

18 

38 

108

2.0 

.11 

. 13

AUG.

46 

31 

21

15

12 

11 

8.0 

7.4 

7.4

6.9 

6.9 

6.<) 

24 

25

36 

123 

92 

36

15 

12 

9.8 

8.0 

6.9

6.4 

5.8

4.2

3.6

3.6 

.06 

.07

SEPT.

3.0 

4.2

5.2 

3.0 

3.0

2.5 

3.6 

7.4 

11

5.4

4.7 

5.2 

5.8 

5.8 

4.2

3.0 

4.2 

9.8

 3.2 

7.4

20 

15 

9.2 

7.4 

5.8

5.2 

4.7

4.7 

3.6 

3.0

2.5

.02 

.02

12. SI AC-FT 244,400 

2.20 AC-FT 41,670
RED RIVER EASIK 

7-V50. Eayou D'Arbonne near Dubich, La, -Continupd

1

3

IL

11 

It

U 

1-

It 

17

13 

il

2F 

1,

MFS'

M [N 

CFS"

IN ,

AL FT

LI

*'. -

1.5 

.70

.7-

.50

1.1

1. b

.7 

.2 j

. : 

,1

;

K M

1

C

^

.7J

' "* 

.71.

l.C 

l.v

j).5

4.'u

l.U

La

fa '

*.L

5.5

<t.3

11

5J 

73 

71 

53

SI

65 

77

5J 

42

27

M'.l

.11

2 ,-7.

Z5H

196

202

172 

1^1

l)~* 

142

136

U8 

125

1CB 

°5

74

71 

1^2

378 

i21

25"i 

215

IT71

r i "

Il.-Pr

129

113 

K2

?3 

113

61:4

?21

,163

,3C)

4-B

25 

77

33 

532

4B4

616

1.74

_ _______

474

417

;S5

??4 

2 -7

254 

257

2£i

ZT-j

217 

1?S

162

l c l

3C7 

551 

1,74.

41.

1 f3

 ,

2,r-' 

l,7?0

774 

t27

447

423

?«4

:16

25b 

2J1

113

1CL

S'S

72

65

64

7? 

85 

7«

572

l.t.l

-

62

47 

43

3? 

31

27

27

28 

27 

29 

41

51

54 

115

124

81

58

567 

5S2

535

130

27 

.37

445

215

L35

58 

43

65

112

64 

50 

43 

36

17

14 

12

1C 

12

11

2D 

16 

14

A3.C

1C

. 19

JULY

12

6.2

4.t

2.2

1.8

1.0

i.e

R.I 

4.6 

2.2 

1.0

.50

.40

.50

3.0

18 

4.3

1.6

-__-- 8(>_

' 32

.;*£

.60

.40

1.0 

2.6

1.5

2.4 

3.3 

3.5 

2.6 

1.8

.50 

.30

.30 

.20

2.f

.90

.40

.40 

.4C 

.40

» - L

1.C8

,?."j 

.LC3

.20

.30 

.3C

.10 

.10

?. f

7.3

3.C 

1.6 

1.0 

.80

1.6

3.0 

2.4

2.0

1.8 

8.5

51 

44

35

16 

11

7.3

6.64

.1C

.C2

511
RED RIVER BASIN

7-3658. Cornie Bayou near Three Creeks, Ark.

Location.--Lat 33°02', long 92°56 I , In w£ sec.36, T.19 S., R.18 W. , on left bank at downstream side 

 of bridge on State Highway 15, 4-| miles downstream from Pidgeon Roost Creek and 6 miles southwest 

of town of Three Creeks.

Drainage area.--18Q sq mi.

Records available.--February 1956 to September 1965.

Gage. Water-stage recorder. Prior to Oct. 29, 1959, wire-weight gage at same site and datum. 

Average discharge. 9 years, 173 cfs (125,200 acre-ft per year).

Extremes. Maxlmums and minlmums (discharge in cable feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (1,400 cfs), water years 1961-65

Date

Mar. 29, 1961

July 17, 1961

Oct. 3, 196L

Nov. 24, 196 L

Dec. 11, 196L

Time

L400

2000

L800

1200

0800

Discharge

2,090

* 6,560

2,220

* 4,960

3,120

Qage 

height

10.46

11.61

10.52

11.21

10.72

Date

Dec. 18, 1961

Jan. 2, 1962

Jan. 17, 1962

Jan. 28, ]962

Feb. 25, 1962

Apr. 1, 1962

Time

1400

L800

0300

0800

0900

2SOO

Dlscnarge

4,770

1,720

2,220

2,800

1,840

2,090

Qage

height

11.14

10.10

L0.39

10.59

10.18

10.32

Date

May 2, 1962

July 15, 1963

Apr. 25, L964

Feb. 13, 1965

Time

1600

2200

2400

0100

Discharge

3,290

* 2,220

* 5,760

* 5, L60

Qage 

height

10.75

10.50

11.52

11.37

Annual minim discharge

Water year

1962

1963

Date

Oct. 1, 1960

Aug. 22, 1962

Aug. 30, 1963

Discharge

2.2

1.2

1.2

Qage height

2.69

2.71

2.60

Water year

1964

1965

Date

July 17-31, 1964

Aug. 21, 1965

Discharge

0

2.0

Qage height

-

1956-65: Maximum discharge, 35,800 cfs Apr. 27, 1958 (gage height, 15.50 ft), from rating 

curve extended above 11,000 cfs on basis of contracted-opening measurement of peak flow; no flow 

at times in 1956, 1964.

Maximum stage known since at least 1880, 15.50 ft Apr. 27, 1958.

Remarks. Records good. Records of chemical analyses and water temperatures for the water years 

1961-62 are published in reports of the Geological Survey.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR CCTOBEP I960 TO SEPTEMBER 1961

1

3

5

7

11 

12

13

It

It,

n

la 

n

21

23

26 

27

2d

TCTAL 

MEAN

MAX 

rtIN 

CFiH 

IN.

2.2

17 

L-,

IB 

13

7.2 

5.i

5.L 

3.d 

3.3 

3.3

J.I. 

2.9

t.,1

4.7

Ht.ti

L9

2.0

.L3

8.5

n.O

6.2 

14

15

2^ 

3,1

22 

16

16 

±5 

11

3.5 

8.1

7.5

7.3

6.2 

5.5

5.5

3.1

m.2

4.0 

.u6

12

21

156

423

39fc 

l^b

IB*

^4 

67 

54 

45

35

31

28

25 

25

25

525

5,223

U

.94

660

740

510

ZU6

3o 2 

338

338 

268

138

129 

115

99 

92

n

82

82

84

82

72

7,404

72 

1.33

76

84

84

67

86 

92

7<3 

67

54

52 

72 

150 

163 

351

840

580 

450 

323

 

7,427

52 

1.47

MAX i

233

15^

248

563

45C

2bL

18J 

135

1C7

'4 

14U 

31o 

362 

378

350

118 

3CC 

8S4

1,610

12,897

2.51

»,230 f

1.21C

900

432

18C

1*37 

223

218

338

354

268 

183 

153 

112

8 C

54

37 

45 

56

41

8,330

37 

1.54

UN 2.6

49

99

50

29

23 

21

19 

17

12

11 

1C 

12

12 

10

8.5

46 

36 

27

15

838.0

8.3 

.15

CFS»i

6.2

5.2

4.5

25

89

2« 

18

10

12 

16 

24

82 

150

2<>

30

51 

38 

28

16

912.8

4.5 

.17

88 IN

14

18

8.3

6.6

5.5 

5.2

4.8 

4.7 

4.5

5.2 

25

889 

4,200 

3,290 

1,120 

660

64

38

34 

32 

31

89

11,4O6.4

4.5 

2.04

8.69 t 

11.93 /

58

31

28

35

41 

26

18 

13 

11

14

40

38 

49 

60 

84 

45

28

20 

16 

16

81

84 

45 

29

16

1,103

84 

11 

.20

C-FT 83

SEPT.

11

10

8.9

6.6

5.9 

5.4

5.4 

6.8 

137

346 

316

2 4 

2 8 

2 

4 

1

4

0 

8 

6

4

2

2 

2

12

1,713.9 

57.1

346 

5.4 

.32 

.35

390
RED RIVER BASIN

7-3658. Cornle Bayou near Three Creeks, Ark. Continued

DISCHARGE, IN CUBIC ffcET PER SEtONO, WATfcB YFAR CCTOBER L961 TO StPTtMBFR 1-362

DAY

1

2

4 

5

6

a

9

11

13 

If 

15

16 

17

19 

20

21 

22

24 

25

26

28 

25

TOTAL

MEAN

MIN 

CFSM 

IN. 

AC-FT

233

560

1.610 

840

538

107

69

44

45

24 

21

16

13

13 

13

215

13 

1.19 

1.36

15

lao

238 

238

115 

7J

52

94 

It*

15o 

110

137

1,21,

492 

322

356

15

i.2U 

2.46

DEC.

144

107

107

155

274 

74B

2,966

1,96L

1,406 

It 5 00

2,o5t 

1.72C

2v2

166 

155

1,1.05

Iu7 

5.5E 

6.44

482

840 

7UC

58C

b42 

462

2f>0

283 

84C

700

l.eic

2,t50 

l.SoG

584

194 

5.47

6.3&

525

194 

174

138 

132

04 

12

its

1,720 

1.21C

900

373

104 

2.10 

2.19

Tt-j

2bb 

214

15o 

223

52b 

45,,

31*

144 

l'-4

25 ti

its

> c ;

lie 

1.66 

l.= l

1.6H

414

362

3e2 

354

19C

21£ 

I6b

118

112

lie

248

?S1

J ~

346

64 

!.=2 

2.14

2.C4C

542

338

75

41

37

33

29

27

17

16

14

12 

12

314

12 

1.74 

2.01

362

t"

IP9 

138

74

94 

56

56

38

72

21 

17

15

13 

13

114

13

.63 

.7C

22 

7=

40

25

15

12

Id

7.'

6.0 

5.5 

5.2

4.7 

4.4

!4

8.9

7.2 

15

1? 

!C

10

43

1 =.4

4.4 

.11 

.12

18 

13

3.4 

9.6

13

U 

3.1

4.8

J.4 

2.2

2.2

2.2

2.0 

1.6

1.5 

1.4

?.7 

3.C

2.6

2.?

3.2

5.^3

1.4

.03

340

5FPT.

6.T 

7.'

4.7

5.9

11

54 

79

44

27 

18

1?

8.1

7.0

5.4

4.4 

4.4

13

7.3

'. .1

4.4

.11 

1,3!".

DISCt-APSf, IN CUBIC FcFT PER SECUNL, WATtR YEAR CCTOEFR IStZ TO SFPTEfBFR 1163

1

2

3

4

b

6

7

8

7

1L

11

12

13

.5

16 

17

18 

15

~~

Cl

22

i!

24

23

tc

27

t °

2^

3t 

Jl

MtAN 

MAX 

MI\

CFSM

IN.

5.J

7.3

t.a

7.2

7..:

c.4

E>.7

5.7

5.5

?1

bt

32

2L

2-;

6l>

3i 

J4

2^

16

13

It.

b.^

B.I

7.9

7.7

c.6

b.4 

t.4 

6. 2

lt.1

E.5

.U

6.G

5.t

6. a

6, rj

5.S

5.%

o. L

7.5

a. 5

;.4

12

13

12

a.-> 

11

13

25

37

31

33

31

"

24

24

27

3ti 

-.3

17. d 

5.9

. ivj

.11

53

26

23

20

1?

16

Ib

17

16

11

16

15

14

14

14 

Ib

16

17

It

19

2j

31

35

J'

44

42

44

54

14

.13

1 *--

44

36

33

31

36

46

B2

72

52

42

3o

32

31.

2-

22 

il

24

26

27

28

29

27

23

23

i3

t4

24

21

 18

.21

35

r>3

38

39

41

37

3331-

26

27

20

32

41

35

30 

27

31

38

50

48

40

34

31

30

23

28

25

.19

.2U

45

76

141

13d

h =

t7

t-.^

SL

41

56

4b

56

72

4,'

44

l"

15;

^6

62

48

40

4 '4

74

141 l£~

7r 

47

33

.43

40

54

3(.

;7

24

62

135

1^

2C6

129

c

(.

-

'

29

i2

24

27

27

252~*

21

20

] =

3C

2iC

1 =

.34

.38

135

79

45

^?

27

2?

20

17

15

13

l£

U

9.4

7.C

6.4

4.7

4.?

3.6

3.-.

4.E

4.5

4.4

4.5

4.5

5 ~

6.2

5.2

3.f

.1C

.11

*.*

4.5

3.9

3.4

3.3

2.9

?.7

2.2

?.L

1.7

l.t

1.5

1.7

1.7

2.2

2*J

-'

17

22

4?

31

Jl

15

14

1?

lr

1.5

.CE

.C5

6,fl

5.5

4.P

4.4

3.8

?.4 3. '

4. r

c .4

1?

15

! =

12

1,120

1 , 7""-

3?2

f4

37

25

'C

17

] 5

! -

3S

4C

25

15

3.2

.-il

1.12

11

-.2

8.1

7.2

5.9

4.S

4.4

3.9

3.3

5.2

?.=

2.9

2.7

3.9

4.4

3.4 

2.6

2.5

2.2

2.1

2.1

2.1

1.8

1.6

1.5

1.4

1.3

4.7

2f

1.3

.02

.-' 3

SEPT.

?>

29

17

12

11

12

14

1 P

15

11

10

8.1

7.0

7.7

6.4 

14

33 

21

17

14

11

8.5

6.8

5.?

4.R

4.4

4.4

\\\

4.2

.C7

.ca
RED RIVER BASIN 

7-3658. Cornie Bayou near Three Creeks, Ark.--Continued

1

7

i:

li

15

It 

17 

Ib 

i;

25

27 

2C

IUIAL

MAX 

MJN 

CFSM

AC- FT

WAT Y

4.,

j.2 

3.C

l.i 

l.b

1. 1 

1.7

1.4 

1.3

1. 3 

1.0 

I.t

1.2

1,,

* !-.(,*: T

1.7

2 .U 

2.4

2.:

lib

I.t

1. 7

i.<=.

1.7

It

It

17

It

12

1. -.

1C2.-

:-

^

.TAL 26,0

7.;

6.8

61 

li_ 

11-

2 

1 

1

17

17 

1 '

27 

5.

-"-

t.8 

.17

2. 'JO

24

la 

25

79

6C 

54 

44 

17

J2

33 

27

24

?3 

22 

21

2C

It 

17

17

2,15,:

FAN 71.-

17

17

17

25

41

2a

2o 

31

47

38 

33

26 

23

22 

22 

24

17

.Id

MftX

If "

7 '4

US 

174

7?

p

* 1

7, 1= :

167

7..

4,f 76 

I,t40 

ii!2C

t.''*

Mt, '

138 

72

3C 

31

31

32 

2E 

23

1 = 

IB 

17 

17 

16

10

14

14

13 

1 =

12

CFSI*

It

22

15

2!

17

7.3

6.6

14

14 

11

7.-

6.2 

4.7 

3.8 

-.7

2.C

1.5 

1.4

1.2

l.l

.61

.5:

.50 .3."

. It

C

-r C,

= .44

2.5

3.4

2. j

2.1 

1.5

.7L

.5'

.1"

. 1 j . i:

.<s r

3.= 

15 

17 

16

12

= .5

n i.

IS 

7.2

17

. 4

C-FT !-- .

0.-S

5.t 

l.f

2.4

2.1

5.4

j. 1?

5.4 

4.7

1 C 4

|']

1, 0 -

JliChARGE, II CUBIC FtbT PER SECOND, hATEk VtAr fCTIJBEP ! 16 i TT SEPTF>1BFI-

^

2

3

4

5

6

7

a

li

12

14

15

17

20

21 

22

23 

24

20

27

23

29

30

MEAN

HIN

CFSM 

IN.

67

37

2fa

i'.

17

14

\i

<i.Z

7.3

5.4 

b.G

4.7 

4.7

4. a

4.H

10

ll

ib

17 

U

9.2

7.5

b. b

5.7

5.4

12.6

4.7

.07

4.7

4.S

4.9

5.^

5.2

6.0

7.6

3.3

4.2

J

J

4

1

1

5

1

8

r

0

3

4.7

4.7

.36

2^

22

22

47

171

22B

2 it

274

141

107

288

2C6

OS

72

75

67

54

49

45

40

3fc

34

105

20

.58

42

5£

72

104

15L'

lie

i5C

52

92

323

482

326

5<3

64

bQ

53

281

268

153

96

74

64

173

42

. Sb

56

51

47

44

43

39

40

40

153

Itltj

1,360

7U J

423

ISO

153

120

104

23d

255

302

 

______

501

39

2.79

2PI

24",

2i^

25,

2ES

2?e

2: j

2K

liv

u;

.'7»

jit

21s

2'i

25

1 C 4

= 4

!! 

147 2^->

431

?31

C4

l.ia

6fr j

5? ^

414

3j J

r c-0

;li

I ^u

) Df

116

1-,

u7

 »:

41

42

5K

3f

25

5q

37

*ft

152

2U

.84

31

2i

2,"

21

IP

17

16

15

14

17

RT

b4

12

t- ^

171

2^.6

346 

3f>"5

")<)

'34

110

l'»4

162

1D4

14

.58

; 7

S6

3°

^i

24

If

17

71

Ifi*

IP

IE

ie

15

12

1 =

56

59

47

3«

23

10

.15

17

15

5 t_

1^

" 4

fc.5

7.=

t- . ^

5."

is

12

S.I

7..J

 =.7

6.4

5.c.

4.7

?.7

3.t

f.C

6.2

7.5

6.4

7.57

2.7

.04

! ,

7.7

b. L

4.7

4.?

^.4

^ .ft

5.-;

5.

5.b

6.S

4. 1

3.2

2.t

?.2 

2.7

2.6 

2.5

15

£-.=

R.I

6.e

6.:

5. 1-4

2.2

.i1 }

5.4

5. <

4.H

4.'

3.->

3.--

3.2

2.5

b.r

'8

Id

d.S

5.2

4.5

3.? 

7.5

107

47

?4

IS

11

'.4

515.2

17.3

?. 5

.10 

.11
RED RIVER BASIN

7-3659. Three Creek near- Three Creeks, Ark.

location. Lat 33°04', long 92°53', In SE£ sec.17, T.19 S., R.17 W. , near right bank on downstrea 

siae of piling of bridge on State Highway 15, 2-J- miles southwest of town of Three Creeks and 

2ij miles upstream from small tributary.

Drainage area. 46 sq ml.

Records available.--February 19S6 to September 1965.

Gage. Water-stage recorder. Prior to June 14, 19RO, staff gage at same site and datum. 

Average discharge. 9 years, 54.8 cfs (39,670 acre-ft per year).

Extremes.--Maximums and mlnlmums (discharge In cubic feet per second, gage height In feet). 

Annual maximum discharge (*) and peak discharges above base (600 cfs), water years 1961-65

Date

Feb. 21, 1961

Mar. 28, 1961

July 16, 1961

Dec. 10, 1961

Dec. 17, 1961

Jan. 1, 1962

Time

0200

1500

2030

1400

1800

1600

Discharge

945

,380

* . ,750

,740

,740

,290

Gage 

height

5.23

5.49

7.12

5.69

5.68

5.44

Date

Jan. 16, 1962

Jan. 24, 1962

Jan. 27. 1962

Apr. 1, 1962

May 1, 1962

July 15, 1963

Time

0100

0900

2300

0900

1330

1600

Discharge

860

1,030

1,030

1,030

* 3,010

* 2,800

Gage 

height

5.22

5.32

5.30

5.32

6.39

6.18

Date

Apr. 7, 1961

Apr. 25, 1961

Pet. 12, 1965

Mar. 29, 1965

Time

0700

0700

1200

2100

Discharge

650

* 2,500

* 1,650

860

Qage 

height

5.04

6.18

5.66

5.19

Annual minimum discharge, wate

Water year

1962

1963

Date

Sept. 10, 1961

Aug. 19, 1962

June 12, 1963

Discharge

O.SO

.20

0

Qage height

1.28

1.19

~

Water year

1964

1965

Date

At times

July 13-17, 1965

Discharge

0

Gage height

-

~

1956-65: Maximum discharge, 11,300 cfs Apr. 26, 1958 (gage height, 9.35 ft), from rating 

curve extended above 2,300 cfs on basis of contracted-opening measurement of peak flow; no flow at 

times In 1963-65.

Maximum stage known since at least 1880, 9.35 ft Apr. 26, 1958.

Remarks. Records good. Records of chemical analyses and water temperatures for the water years 

 ISET-62 are published In reports of the Geological Survey.

1

2

3

5

6

7

8

3

10

11

12

13

14

15

16

17

13

1-i

20

21

22

23

24

25

26

27

28

29

30

TOTAL 

MEAN

MIN

IN.

1.6

1.1

1.3

i.l

2.3

3.8

6.4

lj

6.1

3.0

2,6

2.4

2.1

2.4

2.?

2.2

2.0

2.0

l.s

1.7

1.5

1.*

1.4

1.3

1.2

1.6

2.1

2.5

2.0

2.4

81,4 

2.c3

1.2

.07

.0

. 7

 b

. b

 4

.0

.5

.4

.1

1

>7

B ^

.2

.7

.7

.1

. t>

.4

.8

.0

.7

.6

.4

.4

.4

.4

.4

.6

2.6

3.2

bl.5 

2.72

1.0

.07

,-C.

L, ^

?. ;

c_ -

3 =

7o

212

270

240

177

158

98

32

15

11

9.7

t.2

7.£

5.7

6.5

6.3

5.t.

5.1

4.5

4.5

4.7

4.7

7.9

296

335

77.1

2.i

1. *3

3bC

riu

151

47

25

14

57

191

170

78

33

22

1*

18

18

16

14

12

13

^

14

12

11

11

14

14

14

14

14

14

55.7

11

1. 10

4

5

5

2

11

12

14

14

13

12

11

10

q . a

1.7

= .7

74

151

93

339

860

945

420

212

220

240

170

139

 

 

145

9.7

3.28

W.

74

4<-

14'

42u

45d

27C

2 20

145

65

4'

41

3b

24

13

c ;

23:

212

15=1

1ER

121

61

33

21

IS

2tu

9£«

1,120

713

2;3

is

5.5B

 -

Q5

25! 3;

7f

3P

26

1°

17

<>7

13°

61 ice

2 = 5

164

70

36

21

16

14

I r

11

c.3

8.0

. it

.2

.9 ' .B

.8

.0

6.1

75.0

6.1

1.92

«>

12

1 -q

L.

5.4

5.1

4.6

5.1

5.1

4.1

3.8

3.b

3.4

3.2

2.5

2.6

2.5

2.6

2."

2.5

2.2

3.6

3.5

5. 8

19

16

6.1

3.S

3.0

6.01

2.2

.15

 

 ! 

2.7

2.1

1.=

1.=

1.7

1.7

£

12

13

8.4

4.6

3.C

2.5

2.5

6.3

6.1

5.0

45

74

25

9.0

5.2

5.6

7. c

41

28

fl.8

5.1

3.5

11.6

1.6

.28

JULY

16

31

7,?

-

1.0

2.4

3.8

2.6

l.o

1.6

1.7

2.5

24

2.74C

1,650

4?0

115

25

15

11

Q .9

11

1 2

7.6

5.5

5.6

If

166

1.6

4.17

 

<s

~* . "? 1. -

^

4.7

5. fl

4, ?

3.4

5.6

2.2

2.0

I. Q

1.9

3.2

4.0

3.6

3.2

8.4

5.8

3.4

2.2

2.0

2.4

2.1

1.9

1.6

1.6

1.6

1.1

3.14

1.1

.08

1.4

1.1

1.2

1.0

.80

.80

.70

.60

.60

.90

2.3

53

184

220

44

12

7.4

5.4

4.4

3.8

3.5

3.2

2.6

2.5

2.4

2.1

1.7

2.2

2.2

569.60 

19.0

.60

.46
RED RIVER BAoIH 

7-3659. Three Creek near Three Creeks, Ark.--Continued

CAV 

1

7

10 

li

13 

It 

li

17

23 

f.5

27

2 = 

3^

n

TOTAL

MAX 

MIf< 

CFSI"

AO-i-T

t7b 

15

11

7.H

2.-. 

2.4

2.2 

2.1

1,4,7.,

1. 14

Ll rjL lilt

7. -

3o 

1 J

1 ,, 1-.b

Lib

t,E, I'. C

J 0.

-2 

12

78 

1 ,5-u

-nt 

74

3C 

it 

21

?,7,f

l.bo.

i;

^j

-31 

57

,i

71-

1*5 

127

= 6 

71 1 

S45

3=1&

731 

i35 

177 

115

1 J.L-.G

B.16

£ ,

 ,1

24 

24

T.

fcl

 33 

54;

36 _

3,413

542

Id

3,

It-.

25.

15b

tl

21 

17

C S

..f.;.

31 . 

17

72?

11'

1=1

11F 

74 

"1

^C 

145

27 

41

16 

13 

I'- 

ll

16

3 , 1 1 c

11

2.56

2,200

310 

1J?

21

15 

12

9. ;

8.2

7.2

6.1

5. a

4.1

4.0 

7.8

S.5

5.4

4.1 

3.6

3.0

2.5

2.2 

2.2 

IS

240

ICO 

28

U 

79 

1S1

70

17 

14 

11

7.4

6.3 

5.6 

5.6 

20 

1 =

10 

7.2 

5.6 

4.6

3.4

3.0

3.r 

2.5

-

4,026,7 1,591.2

2,200 

3.2f.

370 

1.2°

2.9

.1

.1

.5 

' .1

.7C

.60

.60 

.70

.80 

.£0

.7C

.70

4.2 

2.8

57.8

';

.0

.1 

.1

.4

.2 

.1

.70

.50 

.30

.40

.30 

.30

.50 

.90

.6C

. 7

.1 

.4 

.4

3 . lu

4.4

.20

,03 

68

2.C 

2.4

3.0 

7.4 

12 

t.3 

5.4

4.1 

3.8 

2.9 

2.5

2.1

2.1 

2.6 

2.4 

2.0 

1.3

l.C

.81" 

.80 

.80

2.2

3.5 

?.4 

2.1

8°. 10

12 

.80 

,C6 

.C7 

177

uiM.na'iGe. in cuarc FctT pen SECJIMC, waTEa YE^F OCTOBER 1962 TU SEPTEMBER i^e<

1

2

j

H

5

6

7

3

^

U 

i3

14

16

17

is

A -

20

21

Z3

2t

^7

2^

2^

j^

31

TOTAL

Mt^N 

MAX

CFSM

IN.

AC-HT

t.ti

3. _

3.

2.1

1.=.

1.1

l.t

^. ^

^1

LH

4.H

1 -

. L

1 i

^L

n.

o. 7

b.2

3.b

J.2

^.5

± , 3

t _ 5

_ b

- =

. 14

JJ7

'.4

2.2

I. -

 . 1

2.5

2.5

1.7

2.1

'. s

7.2

7..

7.c

». 

5.0

b. ^

7. t

7. -

H.^5

. ,

2.-J

b.c

4.«

t.4

b.b

3.t

3. 4

3 .4 ~».4

3.1.

J . i

3. ^

i.C

:.b

3. t

3.5

4.C

5.7

11

^ -L

12

li,

1-

5.2-.

.1L

.13

325

b.2

t.3

5.8

J.4

t.i

14

le

13

^. 9

1.2

3.9

i, 1

t.4

4.7

4. 7

-, -

5 2

5 i

A =

1*1

3.1

b, 4

V t.

5 . o

e. z

lo

0 "^

.lb

.17

"-r

I j

3.7

c>* J

y. ^

= .3

e.u

7.2

6.1

5,9

5.9

1C 

12

8. «

5. H

5.4

5.1

^^ ^

"

13

7.6

6.fl

5.1

5.8

5.T

- - _-

 _.

-----

 nr-,i

;i!

la

64

-»6

1 ^

I 1?

n

i-

».7

=..7

IT

LI

3,7

i '

13

_ H

li

6.3

5.=

Id

2^

13

C, jj

7, 

 -.5

14. -

.;?

 ^13

5. 1!

5*4

**.°

4,tr

4.4

;7

fl<>

7C

22

14

fc.C

7.^

t.I

4

4,4

4.2

4i 2

'.-

7..'

I"

4 ^4

IP

J.7C

I7C

;,.5; 7-;

.bl

« c "? 1,H '-

64

14

8.4

6.3

4.7

4.2

3.4

2.9

2.5

2.2

1.7

1.6

1.5

1.4

1,3

1.1

1.0

.=0

,:,-"

1.1

.90

.Si1.3

1.5

1.3

1.2

4 -:l

:??, .11 275

1.1

1.0

.70

.60

.60

.60

.50

.50

.50

.30

c

.4u

.5b

. .4

1 5

1.5

2-i48

13

5 =

12

5, s

4,0

3 t j

2,5

- 

7. K 

<54

.15

.17

-.22

JULY 

2.1

l.fl

1.7

1.6

1.4

1.3

1.1

1.2

5.6

E.C

?:l

2.1

1.311.

533

64

15

".1

7.6

6.1

B.B

9.3

21

21

14

13

S.S

114 

1,5C U

2.48

2. rib

7,020

.1

.7

.6

.4

. 9

.6

.0

. 7

.7

.5

.7 

.3

 5

,7

.2

.1

 90

.ar

.7C

l.f

.°0

.60

.50

t 50

3. 4

5.8

1 . D *

6.1

.04

. rs

US

SEPT.

5.9

4.0

2.5

1.7

1.4

I. 4

3.4

6.5

7.2

4.0

2.4

2.2

2.6

4.C

4. S

7.4

7.2

4.2

2.9

1.4

1.2

1.1

1.2

l.fr

1.5

 

c t>.4

3.21 

7.4

.C7

.C8

191

«C FT 12.12C
RED RIVER BASIN

7-3659. Three Creek near Three Greeks, Ark.--Continued

DISCHARGE, IN CUBIC FIET PER SECOND, HATER YFAR CCT06ER 1963 TD SEPTEMBER 1964

i

3

4*

f,

b

7

a

3

lu

11

12

12

14

It

17

Ife

19

20

22

23

24

25

io

il

i&

2 ^

3^

MEAN 

MAX 

MIN

CFiM 

IN.

l.i

1.2

i.i

 9^

.to

.?<-

.du

. 6G

.bJ

.51.

.50

 4u

 4o

.30

. 3t

.2j

.£«

.30

 b^

 6'

.00

 ti

 60

.61.

,6C

.50

.59

.Cl

.OJ

l.L

i.;

1.5

1.1

. ou

.70

.70

.70

.faf

.00

.70

, L

 i

.H

.1

.i

.2

.4

.5

.7

 <=

...

.,4

l.H

1.3

1.2

l.J

l.a

1. 1

1.0

.8C

1.0

19

41

3B

13

4. 1

2.9

2.4

2.1

2.1

2.5

2. J

3.5

4,2

6.5

11

12

11

7.1,

41

.1?

3.6

= .4

3.4

3.2

S.6

13

64

17C

98

28

22

16

13

fc.2

8.0

7.6

7.4

7.2

6.1

5.9

5.8

5.6

5.1

4.7

4.4

4.2

4.4

170

.45

5.1

5.2

5.1

8.4

16

19

16

12

9.3

8.0

7.2

8.4

11

16

15

14

12

9.5

7.4

6.9

6.5

6.3

6.1

6.5

7.0

6.9

 

19

.22

103

220

230

151

74

30

21

52

151

139

54

24

19

22

17

14

27

83

25

15

13

14

26

15

11

9.5

3.2

1.35

7.2

7.2

7.C

142

42C

495

177

41

19

14

14

71

65

14

10

8.4

7.4

t.y

126

420

458

1.670

785

590

420

191

47

6.5

5.07

IN C 

IN 0

1

1

.9

.6

.2

..3

.4

.4

.5

.3

. Q

.1

.2

.2

.9

.8

.5

.2

.9 

.7

.7

.5

.4

.4

.4

.4

.9

1.4

.11 

.12

2.6

2.C

1.4

1.3

1.2

1.2

1.1

l.C

.80

.80

.70

.60

.70

.70

.70

.1 

.3

.3

.2

.1

.80

.60

.50

.50

.50

.50

.50

.50

.02 

.03

.50

.60

1.2

1.2

.80

.50

.50

.20

.10

.30

.40

.30

.20

.10

0

0

0

C

0 

0

0

0

0

0

0

.30

1.6

0

.008 

.009

.50

.30

.20

0

0

0

0

0

2.1

9.6

5.8

4.6

4.4

10

9.3

5.8

3.0

1.9

1.2 

1.6

4.7

3.2

3.2

3.5

2.8

2.0

1.6

0

.06

.G7

.70

.60

.50

.80

3.9

4.7

3.2

2.8

2.?

1.9

1.7

1.2

.60

.40

5.0

21

21

6.1

1.6 

1.2

.60

.60

.40

.60

2.6

4.1

2.5

.20

.07 

.08

DISOARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

4

5

t>

7

H

5

Lfl

11

13

14

16

! >

17

18

1 =

2&

tl

22

13

24

25

2 C

<17

2o

29

MEAN 

MAX

MIN

C(=SM 

IN.

1.7

1.4

l.i

1.1

.SO

.60

,6C

.bG

.5C

.50

.5C

.5J

.ov>

 "

.L

 L

,L

.0

.b

. i

 b

. C 0

 6u

.50

. 50

. 5-

,5o

.53

.90

4.9

.40

.U2

.8G

.80

.90

.*0

l.u

1.1

Z. 1

2.b

3.2

2.1

1.5

l.u

1.0

l.u

1.0

l.C1.1

1.5

3.8

4.7

1.2

2.0

1.9

1.=

^.1

2.C

2.1

2.1

1.7

4.7

.bo

"?*

1.2

1.1

1.9

14

5o

24

9.5

5.9

4.4

6.6

20

34

13

a. 4

6.7

6.1

6.9

6.y

6.5

b.5

6.5

5.8

5.2

4.9

4.4

4.1

3.6

3.5

3.4

52

1.1

.23

21

IS

17

45

44

17

6.6

6.1

16

131

198

34

15

12

9.9

e.2

7.2

7.0

6.7

6.5

75

220

205

94

27

17

12

5.5

8. 4

220

6.1

1.01

6.7

6.1

5.8

5.4

5.2

5.2

5.2

6.7

66

220

570

771

282

105

44

33

26

21

18

16

15

13

23

62

83

65

44

 

 

1,350

5.2

3.G1

36

38

36

28

28

33

30

21

16

13

12

130

121

52

30

30

64

61

29

16

12

11

12

13

35

38

28

445

785

7B5

11

1.98

3in

159

1C4

88

61

44

38

33

26

19

15

12

11

S.C

7. a

6.3

5.8

5.6

5.1

4.6

4.1

3.6

3.2

2.9

3.0

3.8

3.8

3.0

2.8

310

2.8

.73

2.2

1.7

1.5

1.4

1.3

1.2

1.2

1.1

1.0

1.3

1.7

1.5

1.6

3.8

6.1

5.2

4.7

4.7

30

50

16

8.2

5.9

4.6

3.6

5.6

7.0

10

9.3

50

1.0

.14

4.7

3.4

2.5

2.0

1.7

1.4

1.4

1.9

2.2

1.3

.90

1.0

1.7

2.8

2.1

1.6

1.5

1.7

1.5

1.2

.60

.80

1.3

1.5

1.4

1.5

1.6

1.1

.70

4.7

.60

.04

.60

.40

.40

.30

.30

.20

.20

.20

.20

.20

.10

0

0

0

0

0

.30

.90

.60

.30

.20

.20

.20

.50

.3

.7

.9

.5

. L

l.<)

0

.01

.60

.40

.30

.20

.20

.20

.40

1.2

3.8

2.1

1.3

.90

1.0

.60

.50

.50

.40

.30

.90

1.6

2.4

3.4

11

16

6.3

3.6

3.5

3.0

2.9

16

.20

.05

1.

1. >

1.

l.:

. 0

. 0

. 0

.40

.30

.70

8.2

7.8

4.6

3.0

2.1

1.5

1.3

1.1

l.C

1.2

4.6

30

65

6C

30

7..0

2.8

1.9

2.4

65

.30

.19 

.21

AC-FT 20,150
RED RIVER BASIN 86

7-3662. Little Corney Bayou near Lillie, La.

Location. Lat 32°55'40", long 92°37'55", in NW£ sec.l, T.22 N. , R.3 W. . near center of span on 

downstream side of bridge on State Highway 15, 1.4 miles east of LiLj_ie and 2-| miles upstream 

from mouth.

Drainage area.--208 sq mi.

Records available.--October 1955 to September 1965. Prior to October L957, published as Little 

Cornie Bayou near Lillie.

Gage.--Digital water-stage recorder. Datum of gage is 91.48 ft above mean sea level, datum of 1929, 

supplementary adjustment of 1941. Prior to Jan. 27, 1956, wire-weight gage and Jan. 27, 1956 to 

Sept. 28, 1964, graphic water-stage recorder at same site and datum.

Average discharge. 10 years, 179 cfs (129,600 acre-ft per year).

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (») and peak discharges above base (1,200 el's, revised), water years 1961-65

Date

Dec. 9 1960

Jan. 1 1961

Feb. 23 1961

Mar. 8 1961

Mar. 31 1961

July 17 1961

Time

1100

1400

0400

0800

0200

1500

Discharge

1,740

1,650

2,220

1,490

2,380

* 7,490

Gage 

height

7.60

7.53

7.96

7.40

8.04

10.66

Date

Dec. 12, 1961

Dec. 19, 1961

Jan. 3, 1962

Jan. 29, 1962

Feb. 26, 1962

May 2, 1962

Time

1145

1000

1800

0700

1200

2400

Discharge

2,860

2,530

1,290

1,710

1,080

* 3,550

Gage

height

8.34

8. 13

7.23

7.58

7.03

8.76

Date

July 18, 1963

Apr. 27, 1964

Feb. 14, 1965

Apr. 1, 1965

Time

E100

0200

-

0700

Discharge

* 852

* 3,020

-

* 1,880

Gage

height

6.79

8.44

-

7.71

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Oct. 4, 1960 

Aug. 21, 1962 

Aug. 29, 1963

Discharge

6.3 

3.1

1. 7

Oage height || Water year

1.40 1964 

1.23 1965 

1.14

Date

Aug. 11-14, 1964 

Sept. 9, 10, 1965

Discharge

0 

.40

Gage height

a .85 

b 1.02

ed Aug. 14, 1964. 

b Occurred July 14, 1965.

1955-65: Maximum discharge, 21,400 cfs Apr. 28, 1958 (gage height, 16.52 ft, from floodmark); 

no flow Aug. 18-20, Sept. 21 to Oct. 1, Oct. 3-5, 1956, Aug. 11-14, 1964.

Remarks. Records fair.

1

2

3

H

5

6

7

y

-

11

±2

13

lH

15

16

17

Ifl

IS

2J

21

22

23

24

2b

2b

27

30

MAX 

MIN

IN.

a. 5

7.9

7.1

-;. _J

7.3

\L

14

^ t

33

16

l<t

15

13

15

It

14

13

12

U

12

11

11

11

11

li

14

15

13.8 

33

.v8

..7

A 5

14

1?

1-

12

1?

io

e<f

66

42

t 7

_i

=n

t4

75

5sV'

2B

zs

-14

34

2-*

^b

Z3

^6

?7

d4

.18

18

-3

21

24

36

201

542

,200

,68C

,26C

,.1C

745

5>>J

465

:>63

213

129

i5

33

76

68

63

6C

58

58

5 =

331

525

1.68C

I. 2C

1,55-j

ItJTC

liCSC

759

6^0

48C

3JS

422

45C

422

39 B

334

<:34

192

167

144

121

111

US

113

10*

9u

86

96

101

95

77

89

348

1.93

,-

1C2

115

114

57

65

83

1C8

114

80

77

72

6 3

66

64

^t

167

199

362

^14

2.Q1U

2,150

1,5>J

1.15C

86.,

668

______

______

2. IB

MAX (

*,£*

45'

31 1 "

3H1

321

331

544

1,«

1,.J5

5i;

41 I

3-.'

341

27^

2' 4

3LL

4P51,

4tf._

4^5

4t T

3 r S

331

254

164

321

at -

1,87.

3.2 i

,OBO V 

,b3C < 

l,r 7 ,

i,^:c

7>.

t e.

4'-S

;e5

Z 6 71

l c i.

1^3

~<7*

^ -H

3 fj2

3 c-2

V-8

^ ' ?

t ^6

124

5 a

76

n62

57

53

53

72

61

b?

1.57

IM 1.4 

IN 6. '

6*

u;

12'.

~h

*"'

40

4-!

31;

32

2 1

242,^

3t

37

? =

2u

17

If.

1-

1 3

li

27

44

45

47

43

25

15

.23

14

n

; 1

l r

1

1

 -. ^

1

15

7i

?3 J

U

1 -

1-,

27

41

6C

137

2^'.

? >-

15.)

74

4 3

7;

79

»2

51

32

~.6

.32

1

7

1

1

t

12

11

53

1 3F

25

~>

'7

i-,:

2,f^'

r , f- ^C

4, 1 c "*

' , 4 i

T 7J

4 ~^

2^^

i; . d i

124

::s

112

!1

" .23

44

IE

27

'3

21

_s

32

37

J9

^4

^'

Jf>

-,->

52

7^

rJ5

"-.?

It

M

1 c

17

18

,

l r16

15

!5

. 16

1"5

15

1*

?3

25

;5

2

1 t

15

!5

?4

i 1 '

-c T

. ^

21 >

~: r **

"-4C

4 q

3?

'5

5 5

1 =

18

17

Ib

12I"1

- 3?

.31

3CO
RED RIVER BASIN

7-3662. Little Corney Bayou near Llllle, La.--Continued

DISCHARGE, IN CUBIC FtET PER SECOND, WATEi- YtAf L'CTOBEf 1="-1 TU SEPTFW6FP

1

3 

4

5

7

LI

12 

13

L4

16 

17

1 -,

22

25

<7

2«

Mfc«N

MIN 

CFSF 

IN. 

AC-FT

CAL V

WAT Yt

71

542

341

44 

4J

n

25

24

i2

i2

24

22

lib

.71

inn': r

28 

3P

 37

,»

i;c

17^

97

t 5 

4=j

l^

26

>TAL - 7,

85 

7 =

263

 »3t

,^1C 

,87u

,OBt

2.301

4^2

318

:i7

177 

15v

7t6

76

Bl. 7

385 

E7d

422

365

4:0 

450 

fcOC

l,4ac

1,luO

7SC1

385

o5t 

l,55t.

,48U 

,4^Li

7,5

3fc2

4EAf. 2^8

351

165

140

12* 

117

114

231 

215

410

374

422 

470

57C 

836 

606

332

114

MX

":

IS

21S

41

4^2

374 

261

14 =

15^

128

12'

12-1 

12C 

11>

271

;-r

,611

71t

625

285

J ,. 7

t7h

233 

!4-

154

95

76

PI

136

171 

°76

^ -

^85

7".

IN 3.1

1,151,

2.61C

27--

78

51 

46 

41

?7

27

70 

l c

16 

17 

16

3i:

it

CFjf

JUMl

171

34"

188

144

124 

81

5P

4C

35

66

5=

28 

32

12C

28 

.f 4

.41 IK

.2'. IN

JULY

38

If.

1*

13

12

13

12

11

1- 

13

"

IH. 5

10 

.12

15.lt, e 

17.52 «

AUK.

^ L

11

11

7.8

6 ,

5.5 

5,^> 

4.P

3.7

3.9

8.7 

12 

7.4

~-

8.24

3.1

. 5

r-FT 1-4

SFFT.

!5 

13

>2

AS

£ =

tl

(-1

! ;

'.7

17 

27

31

^

? = .o

 1.7 

.14 

.16 

1, 72C

3fO

1

t_

4

5

7

3

-,

10

11

IE

15

14

ij

16

17

ia

i;

2l

22

^ -

2-.

'-

«!0

^7

2y^ -,

3 .

TCTuL

MI-A w 

HAX

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CFS« 

AC-FT

UAL Y 

WAT Yr

^7

25

2o

1:

i3

i 2

i 2

3 b

71

d-

^ L

t4

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'-

34

j,i

117

12^

7o

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I.3.J

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64

1-4

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^£

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4-

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31

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2£

31

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d i

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6.7

^^17

65

55

5t

55

72

8 1

84

75

63

55

5,^

45

41

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3 i

4C

42

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3^

34

36

37

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3?

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75

70

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61

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£-1

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34

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34.

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227

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16

i 4

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^ 2

c -s

8. ^

7. 7

7. 1

6.5

7. '

1C

c 'l

s.:

7.1

B.4

13

45f7

6. 5

.27

IFSK .

7.7

6.5

5.B

4 , c.

4.6

4.2

= .7

3.2

2.8

- s

2.2

1 . ^

2.4

^, ^

7.7

7.1

7.7

i 3

14

52

52

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13

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2 3

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c -3

1 52

1 .-

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*dFK 1-63

^^

A.?

4. ^

4.3

3.-

->."

- . 5

2.1

2.5

57

^

1^

I?.'7

, --

5' L

74 q

l<-2

+ 1

17

13

14

If " '

"< 7

^1

61

^7*^

^.1

 *-

31

If

11

K. b

7.3

6.4

5. t1

5.4

4.?

5.?

6 . ^

b.S

-.3

11

H.6

o.7

5.4

4.7

4.;

-. °

3.7

3.2

2.5

2.2

1.

1 

*'ll

1. ^

 '^

37

1 8

li

1

1 :

'^

1 -

4

45

- 1

2

It

1^

16

22

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4^

17

1

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S.*

8.0

tJ.2

-.1

3.1

6-1.1

54

8. r

.1C 

I, '<<"

-t ItJ 12.5- AC-FT l^ c ,lCj 

?t. IN 3.51 AC-FT ">B,820
RED RIVER BASIN 

Little Corney Bayou near Lillie , La. Continued

1

2 

J

4

7 

8

1C

11 

12 

13 

14

15 

16

IB 

19

21 

22

23 

24 

25

26 

27 

28 

25

TOTAL 

MEAN 

MAX 

M1N 

CFSM 

IN.

.6

.3

.9

.0

.1

.9 

,4

.7

.4

.7

,4 

.6 

.7 

.9 

.7

.7 

.7

.6 

.4

5.11

8.6 

3.4 

.02

.03

4.4

4.-i 

6.4 

6.?

7.3 

3.9 

1.4 

6.2

0.0

5.B 

3.4

4.6

6.0 

8.2

15 

20 

29 

32

30

25 

13 

16 

21

11.8 

32

4.4

.06

DEC

19

te

14 

L4 

14 

14

It

47 

115 

133

61

36 

33

34 

37 

4C 

43 

46

52 

72

84 

75

47.6

133 

14

37 

38

60 

125 

144 

155

182

196 

222 

252

196

101 

65

55

52

46 

43 

41 

41 

42

39 

36 

34

32

81.6 

252 

31

32 

31

114 

13S 

113

50 

42 

42

100

78 

65

48 

43

33 

37 

36

36 

36 

38

38

58.5 

138 

31

11 

263 

351

351 

if Z 

374

34 j

2 C 6

233 

210

196 

ISb

130 

9-

15<J 

160 

138 

88 

75

ICC 

108 

1C1 

81

laa

374

38

43

43

530 

t23 

1.G7C

48(J 

274

211

158 

144

59 

48

36 

65 

188 

340 

812

1,740 

2,530 

1,480 

1,150

514

2,530 

36

1 :<4 

"I

as

.12

iH

50 

48 

.17

L6

12 'LI

3.6 

8.0 

7.5 

7. 3 

7.3

7.3 

7.1 

6.9 

6.5

59. C

6CO 

6.5

21 

16 

12

1.1

ft. 2

8.0

6.9 

6.2 

5.6 

5.1

4.° 

5.7

11

8.2

5.4 

4.7 

4.6 

6.2 

6.7

6.0 

5.4 

6.7 

6.9

8.32 

23 

4.6

1.7

3.2 

3.0 

2.6

3.0 

2.5 

2.2 

1.9

1.6 

1.3 

.50 

.70

.60 

.60

.30 

.20

.20 

.10 

.10

.1" 

.20

.30 

.30 

.20 

.20

1.26 

3.7

.10

3.2

2.6 

1.3

,6C 

.3C 

,M 

.10

0

0

4.7

12

12

7.3 

5.8 

4.7 

B.4 

12

24 

25 

15 

10

6.C9 

25

a

.03

5.1

3.9 

3.2 

5.6

9.3 

8.2 

7.3

6.5

6.C

5.1

3.9 

3.0 

2.1

1.4 

I."

34 

26

3.

4.

3.

2. 

2. 

3. 

4.

7.2 

34 

1.4

.04

DISCHARGE, IN CUBIC FEET PER SECOND, KATfR YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

5

6

7

a

9

10

11

12

13

14

17

18

19

20

21

22

23

24

25

26

27

29

30

MEAN

MAX

MIN 

IN.

OCT.

5.7

6.4

5.3

3.3

2.5

2. L

1.8

1.7

1.6

1.4

1.4

1.4

3.6

3.9

3.7

3.4

3.6

3.9

3.6

3.3

3.3

3.1

2.8

2.5

2.4

2.4

3.15

6.4

1.4

NOV.

2.4

2.4

2.5

2.3

3.3

5.4

13

14

13

11

9.7

8.4

7.5

7.1

7.5

11

21

24

20

17

14

13

14

15

IB

16

10.9

24

2.4

14

13

13

17

21

23

22

IS

23

59

76

69

57

27

35

38

33

30

27

25

24

22

20

18

15

15

881

28.4

78

13

20

20

36

72

61

56

44

37

58

72

80

91

80

32

28

25

23

23

37

152

Z17

212

203

208

69

47

76.5

217

20

36

3 *

31

28

27

28

35

133

389

662

1,040

1,300

1,400

600

4CO

300

250

200

150

140

150

170

190

180

______

 

356

1.4GO

27

150

129

114

<39

^3

81

72

64

56

52

55

76

107

148

108

ao

96

CO

63

52

48

52

6B

35

434

1,150

177

1,300

48

1,800

1,240

78C

450

358

283

2o3

184

13C

03

88

106

74

45

40

37

39

35

30

26

22

20

20

23

23

2C

231

l.eoo

18

16

14

12

11

11

10

9.7

9.3

9.C

9.0

9.0

10

17

2C

IB

15

17

19

23

22

21

19

19

49

47

18.3

49

9.0

JUNE

27

18

12

7.3

6.2

5.2

4.3

5.8

20

29

15

9.1

e.4

6.5

5.9

5.0

4.3

3.°

3.5

3.4

5.0

14

18

12

11

B.5

1C. 2

2"

3.4

JULY

6.8

5.5

4.6

3.6

4.1

7.7

4.2

3.1

2.5

2.2

1.8

1.6

1.5

2.0

1.9

1.9

2.2

3.6

6.7

5.0

3.5

4.3

5.0

4.<?

28

7.0

4.74

28

1.5

AUG.

7.2

5.1

3.3

1.3

1.4

1.4

1.4

1.5

3.3

4.5

3.3

3.7

4.3

2.3

1.8

2.4

2.2

1.7

1.2

9.4

8.9

2.3

2.9

4,2

3.3

2.5

3.26

9.4

1.1

SEPT.

.°O

1.7

S.O

1.9

2.8

2.2

1.0

.6C

4.7

17

21

25

22

7.6

5.2

3.5

3.0

5.1

20

40

52

52

48

2°

11

9.1

14.3

52

.60 

.08

WAT YR 1965: TOTAL 27,623.70
RED RIVER BASIN

7-3663. Lake D'Arbonne at Farmerville, La.

Location. Lat 32°45'25", long 92°24'55", in SE^SEi sec.36, T.21 H. , R.I W., near left bank on down-

 stream side of bridge on State Highway 33, 0.6 mile southwest of Farmerville and 5 miles upstream 

from Lake D'Arbonne Dam.

Drainage area.--1,470 sq mi.

Records available. December 1964 to September 1965 (gage heights only). Daily gage heights since 

August 1925 in reports of Corps of Engineers, Vicksburg district.

Gage.--Water-stage recorder. Datum of gage is 40.40 ft above mean sea level, datum of 1929, supplementary adjustment of 1941 (levels by Corps of Engineers).

Extremes.--Maximum gage height during period, 41.85 ft Apr. 3; minimum, 34.60 ft Sept. 30.

 Maximum stage known since 1925, 45.71 ft Apr. 30, 1958, from records of Corps of Engin

GAQE HEIGHT, IN FEET, AT 0800 HOURS, DECEMBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

£4

25

26

27

28

29

30 

31

MAX

MIN

OCT. NOV. DEC.

-

-

-

34.83

34.83

34.84

34.85

34.87

34.89

34.97

35.22

35.40

35.55

35.64

35.72

35.79

35.85

36.07

36.21

36.33

36.43

36.53

36.61

36.70

36.74

36.81

36.83

36.87

36.91

36.94 

37.11

37.11

JAN.

37.26

37.41

37.57

37.61

37.84

37.96

38.07

38.16

38.25

38.37

38.47

38.57

38.65

38.74

38.83

38.91

38.97

39.06

39.12

39.20

39.27

39.34

39.72

39.93

40.11

40.22

40.21

40.24

40.25

40.25 

40.24

40.25

37.26

FEB.

40.23

40.19

40.14

40.12

40.10

40.08

40.08

40.07

40.25

40.49

40.66

40.84

40.95

41.02

41.07

41.23

41.45

41.53

41.44

41.29

41.11

40.91

40.71

40.69

40.62

40.59

40.58

40.55

_ __

 

41.53

40.07

MAR.

40.54

40.52

40.48

40.48

40.43

40.39

40.38

40.36

40.34

40.33

40.32

40.34

40.33

40.32

40.31

40.30

40.32

40.30

40.29

40.27

40.26

40.26

40.26

40.23

40.22

40.26

40.27

40.29

40.29

41.11 

41.52

41.52

40.22

APR.

41.64

41.72

41.82

41.84

41.74

41.59

41.42

41.23

41.07

40.93

40.82

40.71

40.60

40.51

40.44

40.36

40.31

40.26

40.23

40.18

40.13

40.11

40.07

40.05

40.03

40.02

40.03

40.00

39.98

39.96

41.84

39.96

MAY

39.95

39.93

39.91

39.90

39.88

39.87

39.86

39.84

39.83

39.82

39 .82

39.81

39.80

39.79

39.85

39.86

39.86

39.86

39.86

39.89

39.89

39.91

39,92

39.95

39.95

39.93

40.08

40.15

40.22

40.23 

40.23

40.23

39.79

JUNE

40.21

40.19

40.15

40.11

40.07

40.02

39.99

39.95

39.93

39.91

39.91

39.90

39.88

39.89

39.88

39.86

39.84

39.82

39.80

39.79

39.78

39.76

39.74

39.74

39.76

39.76

39.75

39.74

39.74

39.73

40.21

39.73

JULY

39.73

39.19

39.72

39.71

39.70

39.69

39.68

39.67

39.66

39.64

39.62

39.66

39.64

39.58

39.56

39.58

39.57

39.56

39.57

39.56

39.57

39.58

39.59

39.58

39.61

39.60

39.59

39.58

39.58

39.52 

39.55

39.73

39.19

AUG.

39.53

39.52

39.49

39.47

39.45

39.45

39.44

39.49

39.47

39.45

39.44

39.42

39.43

39.44

39.43

39.43

39.42

39.41

39.40

39.39

39 . 38

39.41

39.40

39.41

39.40

39.39

39.38

39.36

39.36

39.34 

39.33

39.53

39.33

SEPT.

39.35

39.33

39.32

39.30

39 .28

39.27

39.27

39.26

39.24

39.24

39.28

39.05

38.81

38.56

38.32

38.04

37.70

37.32

36.98

36.64

36.32

35.98

35.84

35.52

35.18

34.99

34.88

34.81

34.71

34.63

39.35

34.63
RED RIVER BASIN 873

7-3663.8. South Choudrant Creek tributary at Townsencl Pond, near Ruston, La.

Location. Lat 32°27'30", long 92°34'40", in SWj sec.16, T.17 H. , R.2 W., 6 miles southeast of 

Ruston.

Drainage area. 0.36 sq mi (including pond).

Records available.--December 1954 to September 1965.

Gage. Duplex water-stage recorder (rain gage and water stage combination).

Average discharge.--9 years (1955-60, 1962-65), 0.23 cfs (167 acre-ft per year).

Extremes. Maximum outflow and maximum inflow (average for 2|-minute interval), computed from outflow and change in reservoir contents (adjusted for rainfall on reservoir surface during time of 

peak inflow), for the water years 1961-65 are contained in the following table:

year

1961

1962

1963

1964

1965

Maximuii

Date

July 16, 1961

Apr. 11, 1962

Apr. 6, 1963

Mar. 2, 1964

Mar. 29, 1965

a outflow

Outflow

(Cf3)

22

24

3.8

8.1

8.1

Gage height 

(feet)

5.44

a 5.48

5.13

5.22

b 5.24

Maximum inflc

Date

Mar. 30 1961

Apr. 11 1962

July 8 1963

Apr. 5 1964

July 1 1965

w

Inflow 

(cf3 )

35

50

18

37

11

54-65: Maximum outflow, 27'cfs July 22, 1958 (gage height, 5.49 ft); no outflow at times 

ch year. Maximum inflow, 50 cfs (average for 2-J-minute interval) Apr. 11, 1962, ^computed

a Occurred Dec. 9, 1961. 

b Occurred Dec. 10, 1964.

Ho outflow at times in each year.

1954-65: " ' 

in from each outflow . and change in reservoir . 

contents, adjusted for rainfall on 

.... reservoir surface during 

time of peak inflow.

Remarks. Records good except those for period of no gage-height record and those for spillway outfltiw for water years 1961-62 which are poor. Total outflow unknown Oct. 1, 1960, to June 7, 1961 

(varying flow through the valve controlled pond overflow pipe, amount unknown during this period). 

Records of daily discharge are outflow from reservoir determined from stage-discharge relation of 

spillway. Pond is formed by earth dam; spillway is 23 ft wide, 4.9 ft gage height, and varies 

uniformly to 46 ft wide at 5.5 ft gage height. Spillway face is 4-inch concrete retaining wall, 

back fill 20 ft wide, and back slope is rip-rap. The spillway is located at right end of dam. 

Capacity below 2.0 ft gage height not determined and not included in capacity figures.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

MIN

(t)

(* V

(tt)

OCT.

_

_

_

_

_

_

1.29

NOV.

.

_

_

_

_

_

3.25

DEC.

.

_

_

_

.

_

-

JAN.

_

_

_

_

_

_

-

FEB.

______

 

_

_

_

_

8.3

8.58

MAR.

-

-

-

-

-

_

-

-

_

-

_

-

_

_

-

_

_

_

_

-

_

_

-

_

-

_

_

_

_

.30

.90

_

_

_

_

26.7

10.1

9.01

APR.

.20

.10

.10

.10

-

_

-

-

.30

.10

.20

.30

.10

-

-

_

_

_

_

-

_

_

-

_

-

_

_

_

_

-

_

_

_

_

23.7

9.85

1.68

MAY

0

.30

.10

-

-

_

-

-

-

-

_

-

-

_

_

-

_

-

_

_

_

_

-

_

_

_

_

-

_

_

_

_

20.7

9.59

3.59

JUNE

-

_

_

-

-

_

-

0

0

0

0

0

0

0

o

o

0

.40

1.3

1.1

.30

.30

.30

.30

.80

.80

.30

.30

.20

.20

_

_

1.3

0

26.5

10.1

6.18

JULY

.20

.20

1.1

.90

.30

.30

.20

.80

.90

.30

.30

.30

.30

.30

.30

7.2

1.3

.60

.50

.30

.30

.40

.60

1.1

1.1

.50

.40

.10

2.8

2.4

1.1

27.40

.88

7.2

.10

27.2

10.2

10.07

AUG.

.80

.50

.30

1.1

.60

.30

.40

.40

.30

.30

.30

.20

.20

.20

.30

.30

.30

.30

.20

.20

.10

.10

.40

.40

.40

.30

.30

.30

.30

.30

10.70

.35

1.1

.10

26.9

10.1

1.19

SEPT.

.30

.30

.50

.60

.50

.40

.30

.30

.30

.30

.20

.60

1.3

.60

.30

1

1

> .20

_j

1:

9.10

.30

1.3

-

_

_

2.82

CAL YR I960: TOTAL 44. 6O MEAN - MAX 1.6 MIN - AC-PT -

WAT YR 1961: TOTAL 47.20 MEAN - MAX 7.2 MIN 0 AC-PT -

t Contents, In
RED RIVER BASIN

7-3663.8. South Choudrant Creek tributary at Townsend Pond, near Ruston, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30

31

POTAL

MEAN

MAX

MIN

t)

*

tt)

OCT.

.10

.10

.10

.10

.10

.10

.10

.10

.10

.20

.20

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

3.50

.11

.20

.10

_

-

NOV.

.10

.10

> 3.0

.80

.60

.60

.50

.30

.30

.30

.30

.30

1.0

.90

.30

.20

.20

.20

.20

.20

.20

37.60

1.25

.10

27.0

10.13

DEC.

.20

.20

.20

.20

.80

1.4

.80

.30

5.6

1.3

2.6

1.9

.80

2.5

1.3

1.4

3.5

1.6

.80

.80

.80

.60

.50

.50

.50

'.50

.50

.40

.40

.40

.80

34.10

1.10

5.6

.20

27.6

.10.18

12.47

JAN.

.60

.60

.40

.80

1.9

.80

.60

.60

.80

.80

.60

.60

.60

1.6

1.1

.60

.50

.80

.60

.50

.50

.50

.90

..so

.80

.90

1.9

.90

.90

!eo

£4.80

.80

1.9

.40

27.3

10.16

6.31

FEB.

.60

.60

.60

.60

.50

.40

.30

.30

.30

.30

.30

.30

.30

.30

.50

.80

.50

.90

.80

.60

.80

.90

.90

.80

.80

.80

.80

1.3

16.90

.60

1.3

.30

27.5

10.17

2.69

MAR.

1.1

.90

.90

.90

.80

.80

.60

1.1

1.4

1.3

.90

.60

.60

.60

.80

.60

.50

.50

.50

.50

.50

.50

.50

.50

.50

.50

.50

.40

.40

.60

.80

21.60

.70

1.4

.40

27.3

10.16

2.9B

APR.

.50

.30

.30

.30

.60

.60

.40

.30

.30

.30

4.3

3.5

1.6

1.4

1.1

1.1

1.4

1.4

1.4

1.1

1.1

1.1

2.0

1.1

.90

.80

1.3

.90

.60

1.4

33.40

1.11

4.3

.30

27.2

10.15

9.29

MAY

2.8

.80

.60

.50

.50

.40

.40

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.40

.30

.30

.30

.20

.20

.20

.20

.20

.20

.20 

.20

.40

.40

12.70

.41

£.8

.20

26.7

10.10

1.07

JUNE

.30

.50

1.2

.60

.30

.30

.40

.40

.30

.30

.30

.30

.20

.20

.20

.20

.20

.20

.30

.20

.20

.20

.20

.20

.30

.30

.30

.50 

.30

.20

9.60

.32

1.2

.20

26.6

10.08

4.10

JULY

.20

.20

.20

.20

.20

.20

.10

.10

.10

.10

.10

.13

.10

0

0

.10

.20

.20

.30

.20

.20

.40

.30

.30

.20

.20

.30

.40

.30

.£0

.20

5.90

.19

.40

0

26.5

10.08

.83

AUG.

.20

.40

.30

.20

.20

.10

.10

.10

.10

.10

0

0

0

0

0

0

0

0

0

0

0

.20

.20

.10

.10

.10

.10

.20 

.80

.40

.30

4.30

.14

.80

0

-

-

2.81

SEPT.

.20

.20

.20

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.20

.40

.30

.20

.20

.10

0

0

0

0

0

.10

.10

.10 

0

0

3.60

.12

.40

0

26.4

10.08

.40

CAL YR 1961: TOTAL 122.40 MEAN - MAX - MIN 0 AC -FT -

WAT YR 1962: TOTAL 208.00 MEAN .57 MAX 5.6 MIN 0 AC-FT 413

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

COTAL

4EAH

WX

KEN

t)

*i

tt)

OCT.

0

0

0

0

0

0

0

.10

.10

.10

.10

.10

.10

.10

.10

.40

.30

.20

.10

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

3.20

.10

.40

0

26.4

10.08

.82

NOV.

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.90

.80

.50

.80

.50

,20

.20

.20

.20

.20

.50

.30

.20

.20

 

7.30

.24

.90

.10

26.5

10.09

2.95

DEC.

.20

.20

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.20

.30

.30

.30

.30

.30

.50

.90

.50

.50

1.3

.60

,30

.30

.50

.30

.20

.20

9.50

.31

1.3

.10

26.4

10.08

2.14

JAN.

.10

.20

.20

.20

.60

.30

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.20

.30

.30

4.90

.16

.60

.10

26.6

10.09

1.40

FEB.

.30

.60

.60

.30

.30

.20

.20

,20

.20

.30

.90

.50

.20

.20

.20

.20

.20

.80

.80

.30

.30

.30

.30

.30

.30

.20

.10

.10

 

9.40

.34

.90

.10

27.3

10.16

3.49

MAR.

.90

.50

.30

.30

.50

.30

.10

.10

.10

.10

.80

.60

.30

.20

.30

.30

.20

.20

.20

.10

0

0

.10

.10

.10

.10

.10

.10

.10

0

0

7.10

.23

.90

0

26.2

10.06

1.25

APR.

0

0

0

0

.50

1.8

.30

.10

.10

.10

.10

.10

.10

.10

.10

0

0

0

0

.10

.10

0

0

.40

.20

.10

.10

.20

.10

.10

 

4.80

.16

1.8

0

26.3

10.07

2.78

MAY

.10

.10

.10

.10

.10

.10

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.20

.10

.10

0

l.CO

.04

.20

0

26.1

10.05

.74

JUNE

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

.10

.10

.20

.10

0

0

0

0

0

u

0

0

0

0.60

.02

.20

0

26.1

10.05

2. £9

JULY

0

0

0

0

0

0

0

.50

.20

0

0

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.80

.03

.50

0

26.5

10.09

5.32

AUG.

0

0

0

0

0

o

0

0

0

0

o

0

0

0

0

0

0

0

0

u

0

o

o

0

o

0

o

u

IJ

tj

0

0

0

0

0

se.3

10.07

2.24

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

o

o

Q

o

0

 

0

0

0

0

26.1

10.05

2.29

CAL YR 1962: TOTAL 152.80 MEAN .42 MAX 4.3 MIN 0 AC-FT 303

WAT YR 1963: TOTAL 48.80 MEAN .13 MAX 1.8 MIN 0 AC-FT 97

t Contents, in acre-feet, at 

tt Precipitation, in inches, 

atal for water year 1962-63,

end of month, 

during month at 

!7.71 inches.

Total for cale
RED RIVER BASIN

7-3663.8. South Choudrant Creek tributary at Townsend Pond, near Ruston, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN

(t)

*)

(tt)

OCT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

25.2

9.98

0

NOV.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.10

.20

.80

1.3

.80

.50

.30

.20

1.3

1.1

.30

6.90

.23

1.3

0

27.1

10.14

3.12

DEC.

.20

.20

.20

.20

.20

.10

.10

.20

.20

.20

2.1

1.6

1.1

1.1

.50

.30

.20

.20

.20

.60

.90

.90

.60

.50

.50

.60

.60

.60

.50

.30

.30

16.00

.52

2.1

.10

27.0

10.13

3.38

JAN.

.30

.20

.30

.90

.80

1.4

.90

.80

.90

.80

1.1

1.4

.80

.60

.50

.80

1.1

.80

.80

.50

.50

.30

.30

.60

.50

.30

. 20

.20

.20

.20

.20

19.20

.62

1.4

.20

27.2

10.15

2.84

FEB.

.30

.30

.30

.30

.80

.30

.20

.20

.10

.10

.10

.10

.50

.50

.80

.50

.50

.50

.50

.30

.20

.20

.20

.20

.20

.20

.20

.20

.10

8.90

.31

.80

.10

26.7

10.10

1.43

MAR.

.10

3.4

.80

.60

.30

.20

.30

.50

.80

.60

.30

.20

.20

.30

.80

.30

.20

.20

.90

.60

.20

.20

.20

.20

.20

.10

.10

.10

.10

.10

.10

13.20

.43

3.4

.10

26.3

10.07

4.33

APR.

.10

0

.10

.10

1.7

.80

.30

.10

.10

.10

.10

.10

.90

.30

.10

.10

.10

.20

.20

.10

.10

.10

.20

1.9

.80

.90

.50

.20

.10

.10

10.50

.35

1.9

0

26.3

10.07

6.08

MAY

.10

.20

.10

.10

0

0

0

0

0

'->

0

.20

.10

o

0

0

o

0

0

f

0

0

0

0

0

0

0

o

0

.60

I.I

 '.50

.08

1.1

0

26.7

10.10

5.36

JUNE

.20

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Q

0.40

.01

.20

0

25.5

10.00

1.03

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Ij

0

22.9

9.78

1.55

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

20.3

9.56

1.07

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.70

.60

.10

.10

1.50

.05

.70

0

26.6

10.09

6.96

GAL YR 1963: TOTAL 51.70 MEAN .14 MAX 2.1 MIN 0 AC-FT 103

WAT YR 1964: TOTAL 79.10 MEAN .22 MAX 3,4 MIN 0 AC-FT 157

t Conter s, in acre-feet, at end of month. t Surface area, in acres, at end of month.

tt "T-C +a 'm, in Inches, durl ig month at rain gage at lake. Tot- for -aleniar year 1963, 28.30 inches;

total T *, vear 1963-64, 35.1= i PS.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

a

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

MIN in(*V(tt)

OCT. | NOV. 1 DEC. ] JAN.

JO ?

.10

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.40

.01

.10

0

26.3

10.1

.26

^

0

0

0

.10

.50

.10

.10

.10

.10

0

0

0

0

0

0

.10

.60

.50

.20

.10

0

0

0

0

.20

1.6-

.60

.30

5.20

.17

1.6

0

27.0

10.1

3.41

.20

20

.30

.50

.50

.50

.50

.50

.50

2.4

2.4

1.1

.80

.60

.60

.50

.50

1.4

1.1

.80

.60

.50

.40

.30

.30

.20

.20

.20

.10

.10

.10

18.90

.61

2.4

.10

26.9

10.1

3.80

10

.10

.30

.50

.50

.50

.30

.30

.50

.80

.60

.50

.50

.50

.30

.30

.20

.20.

.20

.20

.20

1.3

.90

.50

.10

.10

.10

.10

.10

.10

0

10.90

.35

1.3

0

26.8

10.1

2.52

PEE. | MAR.

o

0

0

0

0

0

.20

1.4

1.3

1.1

.60

.10

.10

0

.10

.20

.10

.10

0

0

0

0

.30

.10

.10

.10

.10

_ _____

 

6.00

.21

1.4

0

26.4

10.1

4.67

~.20

.20

.20

.10

.10

.10

.10

.10

.10

.20

.20

.30

.30

.20

.10

.10

.60

.30

.10

.10

.10

.10

.10

.20

.30

.80

.50

.30

1.6

6.5

1.6

15.80

.51

6.5

.10

27.0

10.1

6.52

APR. | MA? j JUNE

.90

.60

.50

,30

.30

.30

.30

.30

.20

.20

.10

.10

.10

.10

.10

0

0

0

.10

.10

0

0

0

0

0

0

.10

.10

0

0

4.80

.16

.90

0

26.2

10.1

.34

CAL YR 1964: TOTAL 80.70 MEAN .22 MAX 3".4 MIN 0

"T

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

24.9

9.95

2.22

r o

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

22.3

9.73

1.37

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

19.6

9.50

2.95

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

19.7

9.50

3.02

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.40

.70

1.4

.90

.60

.40

.30

.20

.10

0

5.00

.17

1,4

0

-

_

6.64

AC-PT 160

WAT YR 1965: TOTAL 67.00 MEAN .18 MAX 2.4 MIN 0 AC-PT 133

t Contents, in acre-feet, at end of month, 

tt Precipitation, in inches, during month 

otal for water year 1964-65, 37.72 inches.

* Surface area, in acres, at end of month, 

aln gage at lake. Total for calendar year 1964, 36.12 inche
876 RED RIVER BASIN 

7-3670. Ouachita River at Monroe, La.

Location.-Lat 32°30'19", long 92°07'32", in lot 50, T.18 N., R.3 E., near center of span on down;

 sTream side of bridge on U.S. Highway 80 at Monroe, 0.4 mile upstream from Illinois Central Railroad bridge and 5-j miles upstream from lock and dam No. 4.

Drainage area. 15,398 sq mi.

Records available. January 1932 to September 1965. Monthly discharge only for some periods, pub-

 lished in WSl1 1311. 1884 to 1891 (gage heights), 1892 to 1927 (gage heights and discharge measurements), and since January 1928 (daily discharges) in reports of Mississippi River Commission. 

Discharge measurements 1929-38 in reports of Corps of Engineers. Daily gage heights since June 

1884 in reports of U.S. Weather Bureau.

Gage. Wire-weight gage read once daily. Datum of gage is 31.40 ft above mean sea level, datum of

 1929, supplementary adjustment of 1941 (levels by Corps of Engineers). Prior to Jan. 6, 1SJ7, 

staff, chain, or wire-weight gages at several sites within half a mile of present site at same 

datum. Since Jan. 1, 1954, supplemental staff gage 2.2 miles downstream from lock and dam No. 4 

(read twice daily) at datum 30.10 ft above mean sea level.

Average discharge. 33 years (1932-65), 17,490 cfs (12,660,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 1964 ' 

1965

Maximum daily

Date

Apr. 20, 1961 

Feb. 8-10, 1962 

Mar. 31, 1963 

May 14, 1964 

Mar. 5, 1965

Discharge 

(cfs)

53, 400 

49,600 

22, 700 

49,700 

37,000

Qage height 

(feet)

a 40.70 

c 38.3 

e 20.8 

g 34.5 

i 31.6

Minimum daily

Date

July 7, 1961 

July 22, 23, 1962 

Several days 

Nov. 4, 5, 1963 

May 12, 1965

Discharge 

(cfs)

1,260 

1,200

400 

400 

1,300

Gage height 

(feet)

b 13.4 

d 13.4 

f 13.0 

h 13.2 

J 13.0

a Occurred Apr. 20, 21, 1961.

o Occurred Feb. 9, 10, 1962.

e Occurred Mar. 30 to Apr-. 1, 1963.

g Occurred May 14, IS, 1964.

1 Occurred Mar. 6, 7, 1965.

Note. Maximum and minimum gage heights

b Occurred Sept. 9, 10, 21, 1961. 

d Occurred May 29, 1962. 

f occurred Apr. 20-22, 1963. 

h Occurred Sept. 22, 1964. 

3 Occurred May 4, 1985. 

are from U.S. Weather Bureau gage at U.S. Highway

1932-65: Maximum discharge, 101,000 cfs Feb. 2, 3, 1932; maximum gage height, 50.45 ft 

May 23, 1958; minimum discharge not determined (pool stage); minimum gage height observed, 

12.1 ft Jan. 3, 1944.

Remarks. Records good above 10,000 cfs and poor below. Flow regulated by Lake Greeson (see station 

" 7-3605) since November 1949, by Lake Catherine (see station 7-3590) since 1925, by Lake Hamilton 

(see station 7-3585) since 1932, by Lake Ouachita (see station 7-3575) since July 1952, and a 

series of looks and dams. Records of chemical analyses for the water years 1964-65 are published in reports of the Geological Survey.

Cooperation. Gage-height record, 145 discharge measurements, and records of daily discharge furni'shed by Corps of Engineers; 16 discharge measurements made and records reviewed by Geological 

Survey.

evlslons. WSP 1211: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND? WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1 

i

3 

4 

5

6 

7

B

11

13 

14

16 

17

IB

19

24

26

28 

30

31

TOTAL 

MfM

M1N 

AG-fT

5,800

3,900

3,41/0 

3,100

4,600

4.700 

3,600

2, BOO 

2,900 

3,100

3,600

3,100

111,200

2,800 

220, 603

B.LOQ

3,OCu

2,900 

3,000

3,100

3.9GO

4,800 

4,700

4,200

5,100

5,000

133,000

i, BOO 

263, BOO

4.100

4,500

6,300 

7,800

18.6CO

20,200

21,200 

21,600 

21,800

21,500

20,400

521,800

3,800 

1.C35W

21,700

22,800 

23,500

24,500

26,200

25,700 

25,400 

24.800

16.200

13,600

652.200

10.400 

1.294M

7,630

B.010 

8,500

9,740

10,300

8,500

9,220

30,300

33,700

407,000

807,300

38,100

39,300 

39.5CO

40,400

4C,700

4C,7CO

41,800

42,OCO

42,300

1.262.5M

2 , 504M

46,300

47.200 

47,600

49 , 400

50,600

52,300

53,100

52,000

51,200

1.507.1M

2,9E9M

4.6,000

44,800 

44,200

41 ,000

40,300

39,400

39.0CC

35,900

34,500

1.240.6N

2.461M

28,400

26,400 

25,300

19,200

15.10C

8, 260

6,830

7,890

6,980

453,530

899,600

1,560

1,270 

1,260

3,620

4,840

11,000

19, 900

27,300

24,900

41o,200

825, 5<10

8,580

5,660

5.450

5,090

4.990

5.S60

5,800

,200

,650

,620 

201.100

398,900

4,4=0

4,2°0 

4.060

3,480

4,600

7,610

9,650

5,280

3,970

4,350

149,950

297,400

H Expressed in thousands.
RED RIVER BASIN

V-3670. Ouaohita River at Monroe, La .--Continued

DISCHARGE, Itl LUhIC f-EtT PER SECOND, WATFK YEAR OCTOBER 1961 TO SEPTEMBER 19C.2

1

3 

4

7

11 

li

14

15

16 

17

21

15 

^7

^e

31

TOTAL

MAX 

WIN 

AC-FT

4,4i_: 

4 » 7uC

7, j.u

J,5 U 0

io,7C3

8 , 5u J 

t ,3C4, ^^0 

2,40^

3,il-t.'

3,OCi, 

3,5(.^,

2,3i.G

I.70J

-,;;:_

4,30,

4, 5 JO 

4.3CO

 .*,,

1J.9-.C

il.l^C

22,40;,

*«,.700

13, -JC

4S.Z.C

46, u;

-.7,1-0

47, SCO

4fc,3CO

49.&GC

4Z,4L:i

4t ,ll,u

43,3 U 0

ti. 7: 3

41,300

40, COO

38,oOd

41,320

30, 8C!?

31,700

33, SCO

3,800

4,300

3,600

15,200

2,700

3.GSC

2,000

2.0CO

2,500

2,400

i,6>:

2,700

2,700

2.7CC

4,900

6,900

6,300

4.6CO 

3,800

3.7CO

3.80C 

3.60C

167,000

ed in thousands.

DISCHARGE, IN CUBIC FtET PER SECOND, HATtR YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3 

4

5

6 

7

9 

10

11

12 

13

14 

15

17

19 

2C

il

23 

24

28

29

3b 

31

MAX

MIN

3,SCi4,^LO 

3.5uo

10,930

12,7uC

12,61.0

11,84,0

ll.luo

a,70u 

8.4CO

"'JcS

3.UC

b, ? ^0

5,ljQ

7. 700

Z.80C

3,64.0

3.SOC

4, SCO

5,700

17, SCO

18.0CC

22,700

ll.COC

8,200

3,300

8,600

7,800

7.5CO

2.8CIC

2.50C

2,100

1,64,0

=>,110 

1,300

=00

700 

700

700

800

800

1,200

1,017 

600

1,000

1,100

900 

800

1,400

3,200

1C, 401

8.9DO

8,200 

5,5.10

SCO

2.800

1,900

900 

1,000

1,200

1,000

1,100

1,400

900 

600

500

400 

1,100

1,400 

400

SEPT.

1.40C 

1,600

500 

400

600 

3CC

1,000 

1,100

1,500

1,400

900

500 

600

900 

1,000 

1,000

900 

BOO

700 

28,400

947

400

M Expressed in thousands.
RED RIVER BASIN

2

3 

4

5

6

7 

8

10

1 

2

5

6 

7

8

21

2b

26 

27

28

31

TOTAL

MEAN

WIN

500

5uG

SCO

600

600

700 

700

,UOO 

,U/Q

,OOC

90C 

7CO 

700

SCO 

23,90u

DISCHflf

1.2D.3

1,300

1,100

300

BuC 

8UC

1,UCC 

1,400

5,Oi,C 

6,200 

8,400

6B.O&C

7-3

GE, IN Cl

3.8UC

1,400

1,530

4,oOO

5.30C 

3,200

1,430 

1,400

l.UJO 

88.8UO

370. Ouac

BIC FE£T

1,200

4,600

5,300

5,200

3,800 

3,500

3,000

2,300

1,800 

99,700

hita Ri\

PER SECOr

1,700

4,700

6,200

6,900

8,300 

8,800

9,000

4,600

148,000

er at Me

0, WATER

3,800

16,700

17,700

19,100

20,500 

20.6CO

21.10&

23,600

22,000 

555,600

nroe , La

YEAR OCTC

21,300

20,000

21,300

23,200 

24,000

24,000 

23,700

23,200

25,000

684,700

. Conti

BER 1963

33,400

47,000

4<»,000

49,600 

48,700

47,000 

46,000

44,900

38,400

31,200 

1.309.6M

nued

TO SEPTE!1

29,900

3.OOO

2,300

1,600 

1,300

1,400 

1,400 

1,500

1,600

1,400

223,200

BER 1964

1,400

1,400

1,300

1,400 

1,300

1,200 

lilOO 

1,100

1,100

1,000

1,500 

39,300

1.40C

1.500

1,600

1,700 

1,300

1,300 

1,400 

1,600

1,600

2,200

2,800

53,500 

1,726

3,200 

3,400

4,800

5,100

4, BOO 

4,800 

4,900

4,600 

4,600

5,000 

5,600 

5,400

5.900

4,200 

4,600

143,600 

4,787

3,200 

284,800

00 WIN 40C AC-FT 3,482,000

ed in thousands.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3 

4 

5

7

8

«

11

13 

15

17

13

20

21 

22

23 

24

2t

2-5

30

TOTAL

4,300 

4,400

4.1UU

3,600

3,100

3,400 

3,400

3,00li

3,200

3,300

3,000

3.300

107,000

2,6vO 

2,200

l.BOO

1.80C 

1.8&0

1,800

2,400 

2,900

3,400

3,51,0

77,100

3,500

e.ooc

9.8CC

11,700

11,600

8,000

6,400

6,000

5,200

224.800

4,700 

4,500

5,300

14,100 

15,100

15,900

16,700

17,000

17,300

387,600

11.7CO 

11,300

11.000

20,200 

22,600

25.500

30,300

32,800

34.600

623,900

37,000

36,400

36,000

33,900 

33,000

32,000

29.4CC

28,400

1,011. CM

APR.

33,200

33,900

34,300

34,100 

33,100

32,000

29,100

26,000

23.000

896 ,700

MAY

4,100 

2,900

2,300

1,700

4.800

6,100

4,400

4.30C

3.20C

131,600

JUNE

3,700 

2,700

2,000

1,500 

1,800

8,000

7,500

6,000 

4,900

2,400

117,900

JULY

3,000 

2,800

2,700

2,700 

2.300

2,500

2,600

2.4CO 

2.200

3,200

88,500

AUG.

4,000 

3,300

3,200

3,000 

3,400

4,100

3,100

3,400 

4,000

4.300

109.300

SEPT.

3,800 

3,700

3.000 

3,200

3,300 

3,500

3,500

4,800 

4,600

3.40O 

3,700

6.800

7,200 

7,600

8,000

144,300

M Expressed in thousands.
RED RIVER BASIN

7-3677. Boeuf River near Arkansas-Louisiana State line

Location. Lat 32°58'35", long 91°26'20", in SWySWt sec. 15, T.23 N. , R.10 E., near left bank on 

downstream side of bridge on State Highway 835, 2 miles downstream from Arkansas-Louisiana State 

line and 8 miles west of Kilbourne.

Drainage area. 785 sq mi (see Remarks ) .

Records available. --October 1957 to September 1965. Gage-height record and occasional discharge 

measurements since May 1946 in files of Corps of Engineers, Vifksburg district.

Qa^e_. --Water-stage recorder. Datum of gage is 74 11 ft abovf mean s-^a level, dstiim of 1929, supplementary adjustment of 1941 (levels by Corps of Engineers). Pri3r to Dec. 31, 1957, a+aff gage 

at same site and datum. Auxiliary water-stage recorder 1.7 mile-0 downstream q<- datum 74.35 ft 

above mean sea level, datum of 1929, supplementary adjustment of 1941 May 4, 1959, to Dec. 4, 

1962, staff gage at same site and datum.

Average discharge. --8 years, 1,061 cfs (768,100 acre-ft per y°ar).

Extremes . Maximum and minimum discharges for the water years 1961-65 are cortained in the following

year

1961 

1962 

1963

1965

Date

Pet 22, 1961 

Dec. 13, 1961 

Mar. 12, 1963

Feb. 12, 1965

Maximum

Discharge 

{cfs)

a 16,200 

a 12,300 

3,180

15, 10O

Gage height 

(feet)

t 22.64 

20.89 

7.21

21.19

Date

July 13, 19B1 

Aug. 17, 18, L9S2 

JunP 11, ISfiS

July 24, 1965

Minimum

Discharge 

(cfs)

46

5 7 

42

24

Gage height 

(feet)

c 1.57 

1.01 

1.32

1.17

a Maximum dally.

t> Occurred Feb. 23, 1961.

c Occurred Sept. 30, 1961.

1957-65: Maximum daily discharge, 16,200 cfs Feb. 22, 1961; maximum gage height, 22.64 ft

Feb. 23, 1961; minimum discharge, 5.7 cfs Aug. 17, 18, 1962 (gage height, 1.01 ft).

Maximum stage since at least 1946, 22.8 ft Feb. 15, 1948,

Remarks. Records poor. Small diversions above station for irrigation. Interconnecting system of 

bayous and drainage ditches produces an interchange of flow under varying conditions; hence, the 

drainage limits were more or less arbitrarily determined. In extreme floods, considerable flow 

bypasses the station. Flow re-enters and passes stations Bayou Lafourche near Crew Lake and Boeuf 

River near Girard (see station 7-3690 and 7-3680).

DISCHARGE, IN CUBIC FEET PEE SECOND, WATER YEAP CCTOBER 196C TO SEPTEMBER 1=161

2 

3 

4 

5

7 

8

11

13

17

18

20

21

22

23 

25

LI

2Sr 

31

TOTAL 

MEAN 

MAX

WIN

- .0

SO 

82 

102

32.)

3i9

188 

17C

154

136

13&

lit

1CQ

50

1 -**

55

54

312

261

Ibb

(>55

131;

1,440

2.20C

830

405

191 

5,21 j

2,150

1,400

555 

4SO

395

4C5

220 

148

455

475

375 

324

7^7

10, zoo

14.51.C

2,780

8,7£n

2,2»u 

2,ltJ

1,853

2,521'

<UJ 

13, BC

5,610

3,0 = 0

6,P2.. 

4,62'

1.800

<=S8

450

 

385

49 u

510 

W5

261

235

-J16

316

1 .081,

?1£

3C

45

555

1 ,410

748

320

<3<55

132

210

250

= r

=f

56

51

48

VIc.,330

1.4*.:

se;

555 

3 = 5

154

 »6

41 O 

320

133

720

440

'80 

H4

SOO

265

1C,?

78

82

82 

80

74

64

7C>

<.5

90

84 

84

^5

86

102

If5

IIP

H 5 

C 2

64

56 

54

52 5,:*j"
RED RIVER BASIN

7-3677. Boeuf River near Arkansas-Louisiana State line. Continued

DISCHARGE, I"l CUBIC FEET PER SECQNP, HATtk YEAR iXr36ER 19tl TU SEPTfcfBFR 11

1 

2

4 

5

7 

8

10 

11

13 

14 

15

16 

17

16 

19

20

21 

22 

23

24 

25

26

27

28 

2S

30

MEAN 

MAX 

MIN

1=3

1* J

42

51 

46

46 

46

46

45

42

226

4«

9 ,

40 ij

4,5^ 

i,5j u

l.J&t 

SCO

6CC

1,5^0

6:500

1 , j».C

611

1,310

2,1-uJ

1,<- JO

0,2^0

6,980

7UO

3,«ac

3,400

4,220

645 

4,480

2,140 

1,620

1C.80C

2,600

1,280

1.04C

4?5

630

2,G60 

1,560

2,360

3,lt>:

1,0-r

7f4

i,ro

85 t

3C 7

y.i

2ti

2<=,

6TO

418

480

1,530 

1 ,C70

438

388

276

1,0'jC

1.5DC

500

35f

137

14C

118

115 

120

106

83 

67

1 ,580 

1.31C

2,000

R3S

585 

475

318

l^f

 27 

35F

?3C

2C2 

314

el6

121 

i 1C

196

125

llf

ICf

loe

-6 

74 

49

43

5'

FC 

37

115

31C

7,C£t

°6

9 =

74

&;

3 t

2: 

1

.8

.1 

1

3C

14

33

12^

113

92

6-t.C 

1*54

111

!4C

158

\85

137 

14C

113

2C2

2' 2 

17e

158

1!R

in

C7

ei

7B

T>

i: 5

H 1

6«;

7'

7C

*p*

7, 5 n C

1

2

3

5

7 

8

10

11 

12

13 

14 

15

17

18

20

22 

23

25

26 

27 

28 

29 

30 

31

MEAN 

MAX 

MIN

63

54

53 

77

105 

122

68 

77 

2C1

198

145

142

201

125

101

SO 

83 

80 

80 

77

107

53

75

71

70 

71

70

101 

94

90

88 

83 

80 

7fl

80.2 

69

75

83

75

75

76

83 

86

187

246 

254 

223

220

278

115

73

152

t42

139 

131

120

88 

94

83

82 

86 

88 

88

208

119

82

350

235

152 

131

110

246 

194

153

149 

134 

125

227 

110

7«2

1.47U

1,3'Q

848

4C5

326

270

227

25E 

2CB 

176 

I5f>

125

736 

125

101

80

19C 

246

208

105 

101

 )2

88 

83

72

71 

71

55

86C

183 

71

5Z8

246

49CI 

475

216

Kb

7u

70

66

58 

52

54

5 

5 

6

7

52

84

7;

6t

6C 

 57

51

5?

1SP 

117

o,

= 3C 

l,4Cr

> 500

1

> ZOO

1

J

> 700

1,400

1,250

51.1

616 

628

452

AC 5 

446 

616 

1,680 

1,760 

1.37C

1.520

1,76; i ,4-: -1

7f 5

468

173

13' 

1] 7 I'l

o?

Bfi 

32

15<!

131 

152

122

12 J 

112 

<=9

128 

13(>

B2

SEPT.

?27 

J31

2r *

125

1' 3 

54

->5 

-5 

S5

^5

= C' 

89

F3

6Z 

82

ec

EO 

80 

BC

80

3,560 

80
RED RIVER BASIN 

7-3677. Boeuf River near Arkansas-Louisiana State line.--Continued

1

3 

4 

5

6

7

9 

ID

11

12

15

17 

18

21

23

25

27

28 

29

31

MEAN 

MAX

7S 

78

78

68

66

68 

68

60

55

54

52 

51

64.2 

78

55 

55

57

53

54 

55

63

77

112 

152

69.9

70 

66

62

1,310

468 

330

205

120

534 

550

494

163 

159

304

620

462

365

220

162

117

710

96

99

122

258

792

638

250

187

103

230

5,86C 

5, ISO

820 

1.740

1,040

694 

526

360

223

299

1,471

114 

176

2,300

620 

567 

40C

235

2,800

3,163

4,540

2,000 

1, !6C

las

150 

128

L04

Ul

700

115

78

58

62 

43 

37

34

29

50.°

21

46 

78

82

47

38

39

40

20

14

16 

51

48.0

f,f

42 

36

26

21 

31

131 

111 

115

84

128

74

64

63.7

SEPT.

71

66 

60 

57

55

65 

66

59 

f.6 

78

188

125

97

80 

82

2,667 

89.6

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3 

4

5

6

7

9 

10

11

14 

15

17 

18

20 

21

25

27

29 

31

HIN

185

152 

123

78

38

48

65

54 

47

37

35

38 

38

34

38

38

38

49

53

64

106

188

640

36

214

158 

138

862

760

325

185

138

224

228 

640

232

158

2,420

321

158

188

161 

144

1,390

572

1,500

"m:

685

1.490 

810

218

862

489

168

1,960 

6,560

1,440 

1,180

810

640

131

182

182

138

100

93

82

71 

82

74 

78

71 

68

62 

78

445

218

185 

131

93 

74

66

862 

325

65 

60

56

57 

51

87 

70

207

95

84 

72

54 

152

111

102 

95

91 

80

78

68

60

106 

60

5T 

45

33

29 

26

25 

78

62

123 

125

57 

52

46

40 

36

62 

111

71

57 

52

57

68 

80

95 

91

120

76 

68

64 

80

93

100 

95

71 

64C

1,440

242 

188

133

123 

128

437 

582

l«7

113 

<57

2,280

MAX 14,600 MIN 25
8 g 2 RED RIVER BASIN

7-368U. Boeuf River near Girard, La.

Location. Lat 32°28'50", long 91°47'55", on line between sec.l, T.17 N. , R.6 E. , and sec.6, T.17 N., 

R.7 E., on upstream side of pier on Illinois Central Railroad bridge, 0.5 mile east of Girard.

Drainage area. 1,206 sq mi (see Remarks).

Records available. Octuper 1938 to September 1965. Daily gage heights as follows: 186&-94 in 

reports of U.S. Weather Bureau; September i925 to December 1931 in files of Corps of Engineers, 

VieJcsburg district; since January 1932 in repuits of Corps of Engineers, Vieksburg district.

Gage. Water-stage recorder. Datum of gage is 51.62 ft above mean sea level, datum of 1929, supplementary adjustment of 1941 (levels by Corps of Engineers). Prior to July 11, 1944, staff gage 

at same site and datum. July 11, 1944, to Nov. 2, 1955, wire-weight gage on highway bridge 

200 ft upstream at same datum Auxiliary water-stage recorder 6.4 miles downstream at datum 

49.40 ft above mean sea level, datum of 1929. Feb. 15, 1945, to Dec. 8, 1952, staff gage 

6.4 miles downstream at present site and datum. Dec. 8, 1952, to Nov. 19, 1962, staff gage 

8.1 miles downstream at different datum.

Average llschar^e. 27 years, 4b4 cfs (350,400 a^ie-ft per year).

Extremes. --Maximum and minimum disehargeb for trie water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximmn

Date

Feb. 25, 1961 

Dec. 18, 19, 1961 

Mar. 8, 1963 

Apr. 29, 1964 

Feb. 14, 1965

Discharge 

(cfs)

2,140 

1,950 

287 

ii 1,460 

1,580

Gage height 

(feet)

a 15.08

c 15.02 

f 4.52 

i 11 60 

fc 12.16

Minimum

Date

Oct. 29, 1960 

Aug 22, 23, 1962 

Aug. 29, 30, 1963 

July 28, 1964 

Sept 6-9, 1965

Discharge 

(cfs)

20 

d 10 

d 30 

30 

d 20

Gage height 

(feet)

b 1.09 

e .90 

g .96

3 i.oo

ed Feb. 26,

b Occurred May 27, 28, 19ol. 

e Occurred Dec. 19, 1961. 

d Minimum daily. 

e Occurred May 29, 1962. 

f Occurred Aug. 4, 1963. 

g Occurred Apr. 16, 23, 1963. 

h Maximum daily. 

i Occurred Apr. 29, 50, 1S64. 

j Occurred May 50, 1964. 

k Occuried Feb. 15, 1965. 

m Occurred May 1-6, 1965.

1938-65: Maximum discharge, 3,070 efs May Z, 195B; maximum gage height, 19.31 ft May 6, 

minimum daily discharge, 10 cfs Aug. 22, 23, 1962; minimum gage height, 0.72 ft Aug. 21, 23, 

Maximum stage known 29.5 ft May 7, 1927 (affected bj overflow from Mississippi River).

1958; 

1953.

Remarks . --Records pour. Large diversions above station for irrigation. Interconnecting system of 

Bayous and drainage ditches produces an interchange uf flow under varying conditions; hence, the 

drainage limits were more or less arbitrarily determined. Boeuf River and Bayou Lafourche basins 

are connected by canal upbtream. In extreme floods, considerable flow from Bayou Bartholomew 

passes this station.

LlSCHARbt, li« CUBIC l-EET PER Stv-OND, «A I ER YfcAR OCTOBER I960 TO SEPTEMBER 1961

2 

3

5

^ 

«

9 

10

11

13 

14

i6 

17

H

23

21

21 

24 

25

27

21

29

30 

31

MAX 

MIN

34 

31 

31 

31

32 

31

31

tG

36

23 

c2

22

22

Li

23

 »0 

22

23 

23 

23 

23

22

22

5-

24'-

171

- "-

jb-:

22

78 

72 

72 

62

02 

78

305

33 

72

67 

67

It.

i93

3*6

6b2 

82i646 

526

419

171

116

138

i38 

i22

":°

iOC

88 

88 

86 

83

116

2,110 

2,120

2.09C 

lt*«0

i, 120 

83

1,440 

1 190 

^ 22 

063

672

454

343 

281

2 ^6 

J4-+

1.47J

232

,770 

,6CO 

,750 

,560

1,2(0

794

42

39

18 

31

- 

i , e oo

118

139 

139 

135 

126

121 

120

116

110

88 

83

78 

78

ICO

100

~~

78

88 

83 

83 

83

83 

88 

88

88

215

272 

215

16C 

14° 

132

83

122 

122 

lit 

110

105 

<S4 

127

100 

83

83

83 

88

182

204

182

160 

16C 

182

160

83

32 

27 

27 

22

16

10 

05

16 

27

32

38 

32

296

86 

83

78 

72 

72

72

72

 

72 

72 

72 

72

72 

72 

72

72 

72

72

8R 

±05

R8

83 

78

78 

78 

78

34 

105 

88

 

67

AC-FT ICO,400
RED RIVER BASIN

7-3680. Boeuf River near Girar3, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND. HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1 

2

7

10

11 

12

13

14

15

17

18

20 

21

23 

24

26 

27

28 

29 

30

MEAN 

MAX

MIN

cr T "

ee

«8

= 4

88 

88 

88

88 

88

88 

68

88 

68

as

88

US

88

88 

88 

88

R9.9 

100 

88

S8 

38 

127

122 

105

127 

149

371 

334

182

150 

350

597

360

5<57 

88

OEC

182 

160

993

,75C

,840 

,950

,C90

588

257

1,950 

138

JAN

224 

293

275

684 

738

356

1,230

1,230 

164

824 

568

125

142

326

336

______

98

MAR.

430 

425

403 

529

200

1C8

87

AP*.

87 

87

109

152

386

228

140

114 

120

186

350

500

388 

285

96 

85

70

70

82

8O 

70

64

76

104 

131

233 

233

153 

175

126

82

55

50 

53

65

58

281 

50

63 

61

65

70 

76

65

70 

76

82

87 

70

65

70

87 

61

62 

64 

58

70 

82

42 

40

29

23

18

13

10 

14

26

25

82 

10

SEPT

20 

18 

15

15

19 

18

16 

14

15 

17

17 

16 

16

16

15 

17

23

39

18.4 

39 

14

1

3

4 

5

6

8

5

10 

11

12

15 

16

18 

19 

20

21 

22 

23

24 

25

26 

27

26 

21 

3C

31

MEAN 

MAX 

MIN

41

33 

39 

41

48

5b

85

74

66

87 

87

89

> 92

85 

84

82 

82

80 

80

78

72 

72

69.6 

92 

37

73

69 

69 

67

67

65

61 

61

60

57

99 

105 

119

132 

13C

126

120 

114

109

102 

59

85.1 

132 

57

97

<?2 

9 

8

8

S

8

e

8

8 

8

S

8 

8

8 

8

8

95 

98

18

40 

48

9 .8 

48 

82

H

142

132 

128 

132

131

135

127 

120

110

108 

104

105 

102

102

100

98 

98

 36

89

97 

96

112 

142 

89

HEAN 152 

*EAN 90.

100

IC6 

119 

123

117

100

86 

82

83

90 

86

85 

95 

110

123 

122

86

::~::

96.1 

123 

66

MAX 

I MAX

73

83 

89 

127

170

275

142 

97

182

251

97 

92 

88

80 

68

50

51 

44

117 

275 

44

.230 

275

42

40 

38 

39

48

53

64

64

62

57

56 

58 

60

62 

62

76

70

89

C 8.4 

89 

38

4IN 10

156

186 

164 

140

118

100

101

87

74

52 

50

49 

47

40

60 

54 

55

34.8 

192 

37

AC-FT

57

64 

65 

66

65

60

57

51

41

60 

68

75 

92

129 

120

92 

87

72.6 

134 

35

110.000

83

82 

88 

88

86

83

120

123

108

164 

175

170 

148

142

48

35 

41 

86

23 

86 

79

209

221 

227 

20°

192

142

86

66

64

46 

36

44

99

70

52 

38

31 

30 

30 

42

99.6 

227 

30

48

54 

65 

67

75

80

70

67

74

79 

78

74 

70

63

63 

65

 68 

70 

72

69.2 

80 

48
RED RIVER BASIN

7-3680. Boeuf River near Glrard , La .--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER )964

DAY

2

3

5

6 

7

9 

10

11 

12

14 

15

16 

17

19 

20

21 

22

24 

25

27

29

30

MIN

OCT.

72

75

67

52

5o

56 

57

52

NOV.

56

50

45

38

44

75 

64

35

79

58

56

82

114

106

54

BO

76

233

26

15 

12

63

110

110

105

85

75

75

40U

530

540

300

215

90

80 

80

69

68 

68

203

281 

239

389

401 

341

186 

148

1.2CO

1,460 

1,440

408

68

1,080

350

136

127 

102

90 

84 

79

69

6fc 

65

241

65

74

66

63

65

68

70

83

83 

79

61

57 

56

70.1

56

55

7')

61 

51

46 

61

50

47 

47

46

44 

44 

44

32

33 

33

45.9

32

42

45

46 

43

52 

47

43

48 

53

175

142 

133 

121

87 

83

88

82 

77

73.1

38

63

52

52 

5?

51

49

45

41

4C

42

46 

47

40 

49

49

112 

11?

54.0

40

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

4 

5

b

7 

8

10

1 

2

4 

5

7

9 

0

1

3 

4

5

7 

8

9 

0

MAX

MIN

112 

104

89 

80

74 

68

41

38

35

35 

35

35

35 

32

33 

35

245 

317

32

227 

182

126

103

 36

 "-5

88 

63

77

80 

91

101

95

05 

153

5CO

500

70

400

175

150 

175

7«3

400 

300

182

153

132

109

as

38

105

127 

131

158

100

90

341 

365

353 

299

135

90

<EAN 171

85

eo

75

1,440

300 

246

182 

245

293

293

 

70

MAX 

MAX

299

239 

162

123

142

130

?2 

12

2C5 

329

90C

,460 

,57». f

APR.

300

250 

2 CO

87

70

65 

65

65 

65

56

IN 32

54

54 

55

67

86

77 

72

66 

65

84

82

38

35 

35 

29

5fl

42

36 

36

37

40

48

82

48

4? 

32

37 

33 

27

23

43

32

31

34

4C

5G 

55

62

67

43

37 

33

36

36

26

31

30

29

?4 

25

70

24

21

?C 

2C 

2C

86

43

33

k

29

27 

26

26 

29

33 

33

91
RED RIVER BASIN 885

7-3685. Big Colewa Bayou near Oak Grove, La.

Location.--Lat 32°47'55", long 91°30'05", in NEij sec.24, T.21 H. , R.9 E. , on downstream side near 

 center of bridge on State Highway 2, 0.1 mile downstream from Little Colewa Bayou and 8 miles 

southwest of Oak Grove.

Drainage area.--42 sq mi (see Remarks).

Records available.--October 1949 to Septemter 1965. Daily elevations since October 1940 in reports 

of Corps of Engineers, Vicksburg district.

Gage.--Water-stage recorder. Datum of gage is at mean sea level, datura of 1929, with 1941 Alluvial 

"Valley and 1944 Birmingham-Corinth supplementary adjustment (levels by Corps of Engineers). Prior 

to Oct 20 1949, staff gage, Oct. 20, 1949, to July 1952, water-stage recorder, July 1952 to 

Jan. 27, 1953, staff gage, at same site at datum 87.29 ft higher. Jan. 28, 1953, to Jan. 20, 1954, 

staff gage at same site at present datum. Auxiliary water-stage recorder 5.7 miles downstream at 

same datum as base gage. Jan. 1 to Oct. 7, 1954, wire-weight gage at same site and datum.

Average discharge.--16 years, 47.7 cfs (34,530 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961 

1962 

1963 

1964 

1965

a Occu 

b Occu

Date

Feb. 22 1961 

Dec. 12 1961 

Mar. 12 1963 

Mar. 2 1964 

Dec. 12 1964

rred Dec 18, 1961. 

rred Mar 3, 1964.

Maximum

Discharge 

(cfs)

1,440 

1,140 

394 

845 

984

Elevation 

(feet)

93.36 

a 92.30 

87.88 

b 91.43 

92.06

Date

Many days 

do!

Minimum

Discharge 

(cfs)

0

0 

0 

0 

0

Elevation 

(feet)

I

1949-65: Maximum discharge, 2,050 cfs Mar. 22, 1955; maximum elevation, 95.22 ft Jan. 4, 1951; 

no flow at times in each year.

Maximum elevation known since 1940, 95.5 ft Apr. 12, 1947 (present datum), from records of 

Corps of Engineers.

Remarks.--Records poor. Interconnecting system of bayous and drainage ditches produces an interchange of flow under varying conditions; hence, the drainage limits were more or less arbitrarily 

determined.

Cooperation.--Base gage elevation record furnished by Corps of Engineers. 

Revisions.--WSP 1241: Drainage area.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YFAP OCTDBPR 19h<3 TO SFPTFMBER lit,!

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

18

1-J

20

21

22

23

24

25

26

27

28

29

30

MEAN 

MIN

OCT.

0

0

0

0

0

0

2.0

6. 9

5.6

3.5

2.3

1.4

1.0

.80

.60

 5u

.20

.10

u

0

0

U

0

0

0

u

0

0

0

.HI 

0

n

0

0

0

0

0

0

0

0

0

I-J

J

0

0

0

10

5.6

3.2

?.o

1.4

30

100

34

14

6.9

4.3

3.0

2.2

1.3

0

i.a

.60

.6C

.50

.4C

.30

43

96

155

90

128

79

36

12

6.0

5.2

2.9

2.4

1.6

1.3

1.2

.91,

.80

.5C,

.40

.40

.4C

8.7

112

.30

349

142

66

14

6.3

4.3

72

311

140

46

1

.8

.3

.1

.1

.0

.8

: .0

.8 

.0

.8

.9

.1

.4

.7

.5

.1

.0

.60

.50

.50

.50

.50

.4C

.3C

.30

2.5

1=1

8.6

4.3

3.3

i.S

1.2

1.4

1.2

1.0

418

288

542

1,320

1,370

1,000

650

500

200

100

167

 

 

.30

134

72

38

28

77

501

26 T

215

130

61

30

19

140

12C

58

28

470

220

96

56

51

28

15

7.7

4.7

315

540

568

563

4.7

652

282

ICC

40

1°

5.5

4.7

2.6

78

7!

64

534

305

122

49

21

5.1

2.4

!.<>

1.2

.70

.40

.30

.20

.10

.20

.20

.20

.30

.10

! .5

20

15

6.3

3.0

1.6

1.1

.51

.20

.1C

0

0

0

0

0

0

.30

5.5

1.4

.70

.30

.20

0

0

.10

.20

.20

.20

0

r

n

0

r

C

0

! >

0

r

o

T

r\

50

36

9.5

2.4

1.*

49

134

62

26

11

6.5

4.7

2.4

1.4

.70

.30

.20

0

C

C

.30

. vn

L^

l<5

^ -

q a

6.

2.

1.

1.

. 0

. 0

53

6n

2S

i2

 5.5

2.6

1.6

1.4

1.3

4.1

4.4

2.2

1.4

.00

C

.21-'

0

0

T

0

a

n

0

n

4.4

8.2

6.3

4.1

2.'

1.5

1.4

1.3.7-*

.3".

.'.'

,5

0

0

0

0

0 )

0

0

8.2

0

SEPT.

-

o

r

rr

3.r

1.8

.30

.3?

.20

r-

^

13

 58

25

11

1.6

.9'J

.60

.20

0

r

r

C

C

C

c

pr

4.02 

58 

0

WAT VK 1961: TOTAL 18,573.60 MEAN 50.9 MAX 1,370 MIN C AC-FT 36,840
RED RIVER BASIN 

Big Colewa Bayou near Oak Grove, La.--Continued

I

3

4

5

6

7

B

9

10

11

12

13

14

16

la

19

2C

21

22

23

24

25

26

27

28

29

30

31

MEAN

MIN

0

Q

<J

c

0

C

0

0

0

Lj

J

0

0

a

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

132

d4

30

26

12

3.8

1.8

.90

2.2

1^2

255

244

1/7

33

17

7.7

3.8

48

386

188

78

40

22

10

5.5

3.0

_____

70.9

0

1.8

.7

B ^

8.0

233

195

77

397

386

L.OOu

lillJ

957

676

653

950

80S

50G

206

49

26

16

9.5

5.9

3.0

2.0

1.5

1.0

73

341

.30

181

4C

3C

113

125

58

32

16

8.0

4.0

2.0

1.7

92

499

7-4

119

72

4C

28

3C

36

13

15

63

57

22

7

3

61

.7

17

6.8

5.1

3.0

2.6

2.1

1.8

1.2

1.1

.80

.60

.50

.50

38

24

62

36

47

225

132

101

47

27

34

314

 _

 

_____

41.9

.50

153

32

18

12

7.7

5.5

76

7C7

659

469

139

53

26

19

5.9

3.2

6.b

72

28

0.5

5.1

3.0

1.7

1.2

.80

.60

.-40

11

84.9

.40

11

2.6

1.5

"5.8

148

68

'.0

1'

5.1

33

616

408

89

8.8

4.1

2.8

2.1

1.5

1.3

o.C

24

8.8

4.1

21

136

51

24

 

5B.8

1.3

IN 0

567

142

38

12

7.2

3.5

1.8

1.4

1.2

l.r>

,8C

.50

.40

.20

0

0

0

0

0

0

0

0

0

0

0

0

4.5

94

41.1

0

AC -FT

2?5

161

169

102

44

40

375

212

78

77

11

5.5

3.0

.8C

.40

.20

.1C

C

0

0

0

0

2.8

2.0

.70

3.2

.70

 

55.1

"

53,770

.43

.10

.1C

0

0

c

r,

c

.50

.3U

.10

.10

0

C

0

0

0

0

0

c

r'

0

0

n

0

n

0

.058

0

0

24

132

38

12

4.4

2.C

1.1

.70

 6f

.40

.2r

.21

.10

0

0

a

0

0

0

1.4

234

325

84

27

9.5

3.5

2.1

29.1

o

SEPT

1.4

.50

.30

.2C

.20

,2C

.1C

.10

.1C

.IP

0

0

1.5

.70

.60

.3C

.20

.20

.20

.20

.1C

1.6

7.7

3.C

1.5

1.0

 

.82

0

DISCHARGE, IN CUBIC FEET PER SECOND, MATER YEAR CCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MEAN 

MAX 

WIN

.7U

.60

.40

.30

.30

.20

.20

.30

.30

.30

.30

.3C

.30

.80

1.0

1.1

.80

.70

1.2

14

3.5

1.6

l.G

.60

.50

.40

.30

.30

.30

.20

1.07 

14 

.20

.20

.20

.10

.10

.10

.10

.10

0

u

0

0

.10

0

0

0

22

127

36

29

30

12

4.4

2.1

1.4

.90

.70

 50

.40

.60

8.54

C

.60

.40

.50

1.4

2.1

1.2

1.1

.80

.60

.6C

.40

0

.10

.30

.20

.20

.2C

.20

. 2C

.20

.20

.20

.70

30

16

7.7

3.0

44

25

9.5

0

.7

.8

.1

.8

.1

28

14

6.3

3.8

2.8

1.7

1.0

.8C

.60

.50

.50

.40

.30

.30

.20

.20

.20

0

0

.20

.30

.30

.50

72

64

0

37

39

155

72

32

17

7.7

4.4

2.8

2.0

16

20

8.8

4.7

3.0

2.0

4.4

138

79

35

17

8.2

9.5

9.5

7.7

6.8

4.7

 

 

^__:_

2.0

54

51

24

11

230

181

62

26

12

6.3

68

122

32

13

8.2

5.5

4.1

2.6

1.6

1.1

.60

.30

.70

3.2

170

103

31

11

4.1

2.6

.20

07 ^

.8

.7

.5

.2

.1

.1

3

2

1

.7

.0

.8

.6

.4

.1

.0

.80

.50

.40

.30

.30

,20

.20

.20

.20

0

0

194

200

^_I:_

0

IN 0 

IN 0

98

38

16

6.8

2.2

.90

.4:0

.2C

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

AC-FT

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

c

0

0

3.2

7.2

1.6

.60

.20

.2C

0

0

0

0

2.4

-^..^

0

8,620

4.4

1.4

.60

.20

1.5

1.2

1.3

12

15

5.9

1.6

.30

0

.20

8.8

15

a.e

5.1

2.6

1.4

.70

3.8

15

9.5

5.1

3.0

2.0

1.2

79

120

0

61

17

5.5

2.2

1.5

1.3

1.3

1.1

.30

.70

.70

.50

1.3

5.5

2.1

I. 5

1.0

.70

95

89

21

3.8

1.7

1.1

.70

.50

.40

.30

.40

.40

.30

. 0

. D

. 0

1.

3>

4.

2.

1.

! 

. 0

. 0

. 0

. 0

.30

.20

.20

,2C

. 10

.1C

C

0

0

0

0

0

0

0

0

-^___

.67 

4.4

C
RED RIVER BASIN

7-3685. Big Colewa Bayou near Oak Grove, La .--Continued

0«Y

1

2

?

^

f

fc

7

q

i

lu

11

12

13

14

15

t!.

17

ie

1.C

'*-

:i

it

23

£**

25

26

27

2S

Z 1 ?

3C

31

TOTAL

"(FAf,

MItv

AC-FT

Note

uCT.

^

» 

^

0

j

^

c

^

t.

j

o

^

0

c

~

_. 1'to ga

 II.V.

n

L

L

Q

,_

^

£

< 

 I

L

f'

J

C

L,

c

<.!

 HO

3d

17

75. ->C

58

150

5e-height

5.5

3.5

2. J

1.3

A. 4

1.1

1.1

1.1

.BC

.7t

115

U4

06

3t

1 =

8.2

4.7

3. a

2.4

2.:

2.0

1. 3

1.8

1.7

1.5

3.8

72

47

23

a. a

6.3

2,.7

.7U

1,271

record Oc

H.4

3.8

2.**

3.2

5.2

36

72

10c

331

131,

60

120OL'

36

17

7.2

5.S

4.7

4.1

3.2

3.5

3.0

2.4

112

222

8b

33

14

t.3

4.1

3.5

45.4

2.4

3,040

t. 4 to r

3>

7 a

1.

1.

1.

6.

5.

3.

2.

2.

1.

1.

2.

IS

1H4

132

54

36

3CJ

38

17

7.2

4.7

3.5

2.3

2.3

2.4

2.S

1.6

 

22.1

1.0

1,270

lov. 27.

1.3

o7°5

810

677

3L8

H3

34

26H"1.

140

65

24

13

33

256

1C8

44

20

^2

?o

20

10

6.3

4.7

4.4

4.1

3.5

^. B

2.L

1.8

1.7

114

1.3

19 

10 t

1.2

1.1

.80

.60

7.2

121

48

2C

D.8

4.7

3.5

3.2

22C

£25

51

25

11

5.9

3.8

2.3

2.C

98

5C C

C 2C

72*

t5E

74 c.

555

L23

49

163

.oC

9, 7 1C

UN 0 

IN 0

10

4.3

2.7

1.7

1.2

.90

.7C

. 5C

.30

.2C

.10

63

252

44

5.2

2.0

1.2

.8C

.50

.40

.20

.20

.20

.20

.20

0

0

0

c

0

^

393.20 

12.7

(1

780

AC-FT 

AC-FT

C

C

0

* 

r

c

c

c

(.

rc

0

c

0

c

0

0

c

r

It

r

0

c

c

0

c

0

r,

C

0

0

0

0

9.15C

25.44C

0

0

n

c

r

0

0

c

c

0

c

0

0

c

c

c

n

c

r'

c

0

c

0

?

1.2

44

6. I

2.4

1. 3

55.90

1.80

0

111

.60

 40

. 2C-

.1C

0

0

0

0

0

0

0

0

0

0

2.5

412

253

85

12

4.1

2.0

1.4

1.1

1.1

.an

.70

.60

.90

.80

.60

730.63

25.2

0

1.55C

SEPT.

.5C

 4C

.TO

.20

.10

.10

0

c

r

cn

0

0

0

n

p

r

n

0

0

r

0

c

o

r

0

r

ill

138

39

289.60

9.65

138

0

574

DISCHARGE, [N CUBIC FEET PER SECUNC, hATFR YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

4

5

b

7

8

3

i;

11

12

13

14

15

16

17

18

19

2c

21

if

23

2^

25

26

J7

2B

<^9

3w 

31

TOTAL

MAX 

MIN

11

5.2

3.4

3.5

2.=i

2.3

1.6

1.4

1.2

.S?

.60

.50

.4'.

.40

.3C

 JC

 £.'j

.1C

.u"

0

(j

3

c

c

c

0

 ;

36.20

11

0

|

L

"

u

0

_

.u

.2r

. 20

.20

.20

.20

.2;

.10

. 10

L

u

.?u

. tU

.40

.4C

.50

.i>0

<S2

678

44 i

IBS

G

54

17

2o

156

64

24

5.6

4.1

2.4

158

364

971

82 J

435

157

35

68

1CJ

141

72

It-i

2b

1*

a.c

6.1

3.4

2.4

l.e

1.4

3.5

27

1.4

6.6

4.4

3.7

6.8

6.1

3.7

2.4

2.0

It62

2 a

11

4.6

2.0

2.0

1.4

1.1

.90

.6C

.70

.60 13o"

463

26u

76

25

9.6

4.6

3.4

2.6

1.6

?6t>

1.2

.60

.40

.20

.2b

.1C

.10

3 =

34U

fc63

785

959

688

314

134

30

17

12

6.1

3.5

2.7

2.C

1.5

1 8

2 2

6

4

9

_ 

 

. 1-

10

34

16

5f

2

.C

.8

. c;

.4

.6

.3

.0

.6

. 6

 '

.C

B £

.50

.4t

.^0

.70

.5C

.50

.40

!! >

84

36

If?

752

74 =

.4C

494

170

3P

14

9.0

6.4

5.1

3.8

2. a

J.b

1.9

1.4

1.1

, r'L'

.70

.6C

.6r

.50

.30

.30

.30

.20

.20

.1C

 l n

.10

.10

p

c

c

0

0

0

0

0

0

0

0

c

£

9

0

c

0

0

0

0

57

11

6.6

17

28

30

13

13

7.2

4.4

12

6.9

4.C

2.6

1.9

0

JUNE

1.4

1.1

.80

.60

.4C

.30

.20

.70

1.2

1.2

1.1

.90

1.1

17

4.2

2.1

1.4

.60

.50

.30

.20

.10

.IP

1.0

10

5.7

4.0

3.3

6.4

2.9

.10

JULY

1.4

1.1

.70

.60

.40

.30

.30

.20

.20

.10

.1C

.10

c

u

0

0

0

0

0

.20

.10

.10

0

.10

1.2

.70

.6

1

3

2

I

0

AUG.

.7

.4

.8

.8

.1

.70

.3

3

1

.7

.0

.q

.5

.7

.5

1.1

.80

.60

.50

.70

.60

.50

.40

2.2

18

9.0

5.9

4.2

3.0

2.4

1.7

.40

SEPT.

1.2

1.0

.70

.60

.50

.40

.30

.30

.20

90

15

6

2

1

.9

.1

.4

.3

.4

.7

.4

.6

.C

1

.6

.2

,tj

.2

.a

.4

13.8 

.20
888 RED RIVER BASIN

7-3690. Bayou Lafourche near Crew Lake, La.

Location, Lat 32°29'55", long 91°55i05", In SWlj sec.36, T. 18 N. , R.5 E. , near center of span on 

downstream side of bridge on U.S. Highway 80, 1.1 miles upstream from Illinois Central Railroad 

bridge and 2.5 miles west of town of Crew Lake.

Drainage area.--361 sq ml (see Remarks).

Records available.--October 1938 to September 1965. Prior to December 1938 monthly discharge only 

 published in VSP 1311.

Gage. Water-stage recorder. Datum of gage is 37.08 ft above mean sea level, datum of 1929, supplementary adjustment of 1941 (levels by Corps of Engineers). Prior to Aug. 10, 1944, staff gage, 

Aug. 10, 1944, to June 5, 1952, water-stage recorder, and June 6 to September 30, 1952, staff 

gage, all at same site at datum 19.00 ft higher. Since Oct. 1, 1957, auxiliary water-stage 

recorder 9.5 miles downstream at mean sea level datum.

Average discharge.--37 years, 1,394 cfs (1,009,000 acre-ft per year).

Extremes.--MaxImum and minimum discharges for the water years 1961-65 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

Feb. 23, 1961 

Dec. 15, 1961 

Mar. 6, 1963 

Apr. 28, 1964 

Feb. 13, 14, 1965

Discharge 

(cfs)

23,700 

21, 400 

5,450 

17,400 

18,000

Gage height 

(feet)

a 26.42 

c 26.40 

13.68 

25.00 

e 25.83

Minimum

Date

Sept. 26, 1961 

Aug. 19, 1962 

June 13, 1963 

Oct. 22, 1963 

July 24, 1965

Discharge 

(cfs)

b 72 

b 37 

16 

5.9 

25

Gage height 

(feet)

2.51 

1.83 

1.60 

d 1.41 

f 1.54

ed Feb. 24, 1961. 

b Minimum unaffected by ba 

c Occurred Dec. 19, 1961. 

d Occurred Nov. 15, 1963. 

e occurred Feb. 14, 1965. 

f Occurred Oct. 27, 1964.

1938-65: Maximum discharge, 26,800 cfs May 2, 1958; maximum gage height, 27.50 ft May 6, 

1958; maximum daily reverse flow not determined; no flow at times in August, September, and October 1952, result of temporary storage due to excavation of channel upstream.

A discharge of 17,000 cfs was measured Dec. 24, 1931 (from reports of Corps of Engineers, 

Vicksburg district).

and

Cooperation. Auxiliary gage-height record furnished by Corps of Engin

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

3

5 

6

7

8 

9

11

14

16 

18

20

21 

22

24

27 

28 

29 

30 

31

MEAN 

HIM

135

550 

1,000

310

2E4

135

118 

106

93

106 

103 

103 

106 

106

93

88

420

265

280

222

400

3,580

585 

420 

328 

272

88

236 

162

2,470

,510

1.67C

620

532 

420

305

226 

208 

295 

500 

1,500

142

 

,'9,0 '

.900

;i9o

,020

847 

813

715

l.CSO 

882

515

504 

412 

395 

330 

290

290

1,020

515

372 

450

11,800

20,600 

22,900

23,100

19,300 

18,100

258

10,900

3,260

2.080 

4,970

4,800

3,950 

2,980

1,500

3,090 

8,220 

12,200 

15,400 

18,100

1,000

19,100

9,210

4,260 

4,050

7,500

3,950 

2,940

1,500

> 1-200

J 

IN 42 

IN

/ 1,000

 V

> -200

;

AC -FT 

AC-FT

> -100

:

1,490 

1.200

1,000 

BOO

2,390 

4,580

4,250 

3,030

2,400

1,540 

1,240 

895 

580

4,580

825,900 

1,589.000

400 

335 

290

211

195

177 

207 

260

305

197 

197

308 

3,440

6,340 

4,280

2,380 

1,270

966

795 

920 

662 

460 

400

6,670 

177

335 

295 

475

302 

238

218 

698 

820

628

445 

400

895 

715

340 

238

187 

136

126

133 

126 

132 

130 

121

895 

121

SEPT.

124 

121 

21

40 

49

51 

36 

34

34

95 

12

85 

49

32 

28

17 

15

00

89 

169 

132 

89

312 

79 

8,370

Note. Stage-discharge relation indefinite Apr. 1<J to June 12.
RED RIVER BASIN

7-3690. Bayou Lafourohe near Crew Lake, La. Continued

RGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

I 

2 

3

4 

5

6

7 

8

9 

10

11

13 

14 

15

16 

17

19

21 

22

24

27 

28 

29

MAX 

MIN

OCT.

80 

94

201

107 

100

98 

88 

661

60 

57

52

52 

52

52

47 

46 

58

NOV.

72 

65

2,040

201

It 840 

4,690 

6,340

5,840 

4,680

3,250

1,440 

1,100

8,230

5,100 

4,050 

2,920

DEC.

1.5CO 

1,290

->,580

17, 100

20,700 

20,600 

21,300

20,600 

20,600

21,100

19,300 

16,300

9,460

2,910 

2,280 

2.220

3,840 

4,830

4,000

1,580

1.000 

900 

3,000

8,180 

7,720

5,130

3,360 

2,680

5,500

10,900 

15.100 

14,400

4,100 

3,1QO

2,000 

1,600

1,100

1,500

5

4,000

4,200

^

\ 3,00n

s

> 1,000

' _

J

> 700 j

550

7,240 

4,400

> 1,500

J

1

> -200

> 700

' 2 ,

IN

5,850

2.020 

1,500

> -200

J

300

.

AC-FT

JUNE

1,640

2,990 

2,420

2,420

2,260

1,140 

755

580

475

400

270

235 

370

325

201 

211 

328

2.980 

201

228

230 

183

144 

235

67 

70 

76

80 

103

97

68 

65

58

67 

72

9L

292 

58

78 

88

460 

325

9C 

75

56 

52 

47

43 

41

39

40 

4C

46

305 

183 

132

460 

38

99

115

151 

161

177 

2CI

197 

187 

163

147 

155

114

79

7C

58

111 

114

86

128

2C5 

58

Note. Stage-discharge relation indefinite Feb. 3-28, Mar. 13 to Apr. 11, Apr. 15-31, May 6-30; no gage-height 

record June 3 to July 7.

DISCHARGE, IN CUBIC FEET PER SECOND, WATEP YEAR OCTOBER 19&2 TO SEPTEMBER 1963

DAY

I 

2

4 

5

6

8 

9

10 

11

13

17

19

20

21 

22

24

26

28 

29 

30 

31

MIN 

AC-FT

OCT.

48 

44

40

76

213 

124

82

84

97 

86

124

80

56 

52 

50 

46

37

NCV.

42

34

385

370 

364

122

78 

75 

82

31

DEC.

87

122

97

13C

400 

55C 

595 

520

JAN.

240

322

104

86

65 

76 

177 

364

65

FEB.

300

1,840

560

388

214

MAR.

2.5CC

4,580

825

500

469

20Q 

300 

400

APR.

500

500

350

300 

300

200 

100

84

70

90 

638 

2,690

MAY

375

530

174

104 

84

61

60

67

45

46

80 

88 

86 

85

JUNE

81 

68

34

25

17 

18

23

43

101 

158

362

845

260

113 

101

JULY

94 

174

78

76

136 

93

662

1,040

1,070 

575

438

772

488

438 

856

1,700

AUG.

1,400 

1,800

605

40C

15G 

290

ISO 

120

9C

130

150

158

133

102 

106

133

SEPT.

152 

238

222

isr

111

1C 4

115 

12C

1C9 

113

98 

89

78 

76

64 

56

41

50 

44

6,860

MAX 15,100 MIN AC-FT 7<>8,000
7-Pc 9Q. Bayou Lafcurche near Crew Lake, La.--Con^inupd

DISCHARGE, IN CUBIC FEET PER SECOND. WATER YEAR CCTOBER 1963 TO SEPTEMBER 1964

2 

3

5

6

7 

8

9

10

11

12 

13

15 

16

18 

19

21

25

2t 

27

28 

29

30

MAX 

H1N

5

1

g 

6 

3

0 

9

7

4

2

1

8.B 

7.7

6.2

12

14 

15 

17 

18 

19

38 

6.2

36

36 

33

21

19

7

e

8 

8

23

44

17

102

49 

40

2,1,00 

4,130

400

330

34

375 

31C

280 

388

4.C7C

560

400

228

*

182

'l64 

204

300

1,440

590

164

.. ______

11,700

9,100 

6.71S

2,830

1,040

1,400

20L

200

994 

2,940 

4,310

989

600

4 50 

1 ,000

?'JO

7.6CO

5,000 

3,500 

1,900

90 C 

1,300

750

300

250

250

2r>P 

2CO

148

150

iac

qr 

90

8.)

70 

6G

6f

60

5C 

45

60

50 

40

35

5-1 

70

130 

110 

78

el

75

60 

126

89

49

3ft 

31

25

?2 

?3 

38 

64

22

53 

42

12 

11

23

32 

2fl

29 

31

29

885 

462

184 

146

236

146 

125 

111

21

71 

67

61 

54 

48

44 

48

48 

44

36

45

46

77

140

123 

90

68 

88 

36'^ 

970

36

DISCHARGE, IN CUBIC FEET PER SFCUND, WATER YEAR CCTOBER 1964 TO SEPTEMBER 1965

1

2 

3

5

7 

8

10

11 

12 

13

14 

15

16

18 

19

22 

24

26

28 

29

30

MIN

352 

244 

184

139

80

71 

61

51 

51

80 

78

47

70 B 

515

182

56 

44

53

34 

29

29 

28

27 

43

66

6,390 

7,710

6,080

2,89C 

924

1,920

2,040 

10,500

9,660 

4,600

4,500 

3,990

2,090

450 

388

340

1,300 

702

545

560 

1,700

1,660 

808

438 

280

618

!,080 

811

650

320

246

9,160 

13,400

17,300 

14,600

5.49C 

3,010

800 

600

1,640

 

3,380

60C

400 

300

800 

500

1,000 

1,500

800 

700 

600

3,910 

6,180

10,800

11, 70C

1,200 

1 ,000

900 

800

250

200 

200

300 

200 

150

ICC

100

100

100 

1LO

70

70

8C

8C

85 

85

119

462

29C

290 

206 

182

255

845

70

5« 

39

2=) 

32

106

13C 

115

98

86 

92

118

108

62 

52 

49

112

29

38

'in

7B 

59

270

167

116

80

71 

140

123

86

39

30 

?S

310

310 

28

142

68

5- 

71

7&

108 

142 

14C

15r 

116

72

60

64 

99 

152

176

192

48

72 

64

78 

115

130 

132

380

1,280

2, ICO 

2,990

2,99f

885

310 

242

168 

184

222

242

2,990 

64

. Stage-discharge relation indefinite Apr. 7 to May 15.
RED RIVER BASIN

7-3692.5. Turkey Creek tributary at Potato Research Pond, at Chase, La.

Location. Lat 32°05'55", long 91°42'30", in NWt sec.24, T.13 N. , R,7 E,, on left bank 180 ft 

upstream from spillway on Louisiana State University experimental farm and half a mile west of 

Chase,

Drainage area.--0.35 sq mi (including pond).

Records available.--December 1954 to September 1965.

Gage. Duplex water-stage recorder (rain gage and water stage combination).

Average discharge.--10 years, 0.37 cfs (268 acre-ft per year).

Extremes. Maximum outflow and maximum inflow (average for 2-j-minute interval) , computed from outflow and change in reservoir contents (adjusted for rainfall on reservoir surface during time of 

peak inflow), for the water years 1961-65 are contained in the following table:

year

1961

1962

1963

1964

1965

Maximum outflow

Mar. 17, 1961

Apr. 12, 1962

Dec. 28, 1962

Mar. 2, 1964

Mar. 29, 1965

Outflow

(cfs)

28

34

B.O

95

60

Gage height

(feet)

7.45

a 7.03

6.31

7.14

6.S7

Maximum inflow

Sept. 27, 1961

Apr. 11, 1962

Oct. 20, 1962

Apr. 24, 1964

Sept. 10, 1965

Inflow

(cfs)

121

260

119

155

89

Occurred Dec. 12, 1961.

No outflow at times in each year.

Remarks. Records good. Records of daily discharge are outflow from reservoir, determined from 

stage-discharge relation of spillway. Pond is formed by earth dam; spillway is 54 ft wide. 

There is an artificial control located in bed of spillway 60 ft below head with low point at 

5.7 ft gage datum, top of right end 7.2 ft, and top of left end of 7.3 ft gage datum. The control is 54 ft long and 40 inches wide. The spillway and control is located at left end of dam. 

Capacity below 1.0 ft gage height not determined and not included in capacity figures.

DISCHARGE . IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

3

4

5

6

7

a

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28 

29

30

31

TOTAL

MEAN

HAX

MIN

<t> 

<*>

Ctt>

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0

0

0

13.2

2.60

0

0

0

0

0

0

0

0

0

.10

.20

.10

.10

.10

0

0

0

0

0

0

0

0

.10

.10

.10

0

0 

0 

0

0 

0.90

.030

.20

0

17.5

2.58

0

0

0

0

0

0

0

0

.10

.40

1.9

.80

.40

.20

.30

.30

.20

.10

.10

0

0

0

0

0

0

0

0 

G 

0

.10

5.1

10.00

.32

5.1

0

22.6

1.23

. C

. 0

. 0

. 0

. 0

. 0

2.

3.

1.

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0 1 ". 0

r6 - 24.70

.80

3.8

.10

4.52

'

.50

.20

.10

.10

.10

0

0

0

0

0

.40

3.0

4.1

9.9

14

14

6.5

3.4

2.0

1.1

.40 

2.6

62.40

2.23

14

0

22.8

6.72

.60

.20

.10

.10

2.7

13

5.5

6.5

1.3

.30

.10

.10

.10

.40

.40

.20

14

12

4.3

4.1

.60

.30

.20

.20

.10

.10

J 2 '°

}'"

83.50

2.69

14

,10

12.03

L

} 

0

.40

.20

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

c

 

6.30

.21

-

0

15.6

1.30

0

C

c

0

c

0

0

0

0

0

0

G

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0 

0

c

0

0

0

0

0

12 1

1 20

JUNE

0

0

0

0

0

0

0

D

0

0

0

0

0

0

0

0

0

0

0

7.5

2.7

1.2

.50

.30

.20

.20

.20 

.10 

.10

0

 

13.00

.43

7.5

0

lB.1

6.25

JULY

0

0

.10

.10

.10

c

0

0

0

0

0

.50

.50

.30

.50

1.8

.90

.50

.30

.20

.10

.10

.40

.40

.30

.20

1.7

1.7 

.60

.40

.30

12.00

.39

1.8

0

18.8

5.75

AUS.

.30

.20

.10

. 10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.90

.50

.40

.30

.20

.20

.10 

0 

0

0

0

3.30

.11

.90

0

17.5

5.47 

1.13

SEPT.

C

0

0

0

0

0

0

0

0

0

0

c

0

c

c

0

0

0

c

0

0

0

0

c

0

c

c

1.7

.80

.30

_____

2.80

.093

1.7

0

19. 1

3.09
RED RIVER BASIN 

7-36y2.5. Turkey Creek tributary at Potato Research Pond, at Chase, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

L

2

3

4

5

6

7

H

9

1C

11

12

13

14

15

16

17

18

1<S

2C

21

22

23

24

25

26

27

28

.20

.20

.20

.20

.10

.10

0

0

0

0

0

u

0

c

c

0

0

0

0

0

0

0

0

0

0

0

c

c

29 u

30 

31

TCTAL

MAX

MIN

<t>

<*)

<tt>

" 

o

1.00 

.2J

0

16

5.16

2.08

*,,.

0

b.7

2.0

2.7

1.3

.60

.30

.20

.10

.10

.10

3.8

3.3

1.7

1. 3

.60

.40

.30

.20

.10

3.4

5.5

2.0

.90

.40

.30

.30

.20

.10

38.90 

6.7

0

18.8

5.75 

7.97

.10

.10

0

0

.1C

1.9

2.0

1. I;

2.9

3.4

9.4

15

3. 3

13

8.0

5.5

11

8.9

2.4

1.0

.5C

.20

. 10

. 10

. 1C

0

0

0

0 

0

15

0

18.4

5.67

9.59

0

0

0

.80

3.6

1.9

.90

.50

.30

.20

U

^

1.8

It

2.7

1.1

2.4

2.5

1.1

.50

.3C

6.4

4.1

1.7

2.1

6.2

3.6

1.4

.50 

.30

1.87 

11

0

19.1

5.82 

6.26

.20

.20

.10

. U

.10

.10

0

L

0

c

0

0

Q

0

c

f.

0

c

Q

0

n

0

0

0

0

0

0

0

 

. 20

.20

.3J

.20

.10

.10

0

0

0

0

a

.20

.30

.20

.20

.20

.20

.20

.10

.10

.30

0

0

0

g

0

0

0

5

*.°"

c

u

c

0

c

0

0

0

0

0

.10

19

4.8

1.6

.50

.30

.20

. 10

.10

0

0

0

0

c

c

0

c

.50

.40 

.30

19

000

18. 8 ' 17. 8

5.76 5.55

2.18 1 9o

19.8

8.7

2.7

1.2

.50

.30

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.20 

.60

.30

8,7

.10

.10

.30

.20

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

.40 1.1

.40

.10

0

0

0

0

0

0

0 

0

.093 

1.1

0 0

18.6 10.9

5.97 5.70 

5.6C 3 30

5.34

0

0

0

0

0

0

0

0

0

0

0

0

0

0

r

0

0

.10

0

0

0

0

0

0

0

0

0

0

0

0

.003 

.10

0

15.4

5.03 

4.04

0

0

0

0

C

0

0

0

C

0

0

c

0

0

0

0

0

0

0

c

c

0

0

c

0

0

0

0 

0

0

c

0 

0

0

0

2 23

0

0

0

0

c

c

0

0

0

0

0

0

o

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0 

0 

0

c

10.8

4.28 

1. L9

i Contents, In acre-feet, at end of month.

tt Precipitation, In inches, during month at rain at lake. Total fo 1961, 6L.63 inche

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

6

7

8

9

1C

1

z

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

B

9

0 

t

TO AL

ME N

HA

HI

<t

(t 1

0

0

0

Q

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Q

0

0

o

0 

0

0

0

0

0

14.2

3.14

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

.30

.20

.10

0

0

0

0

0

0

0

0.60

.020

.30

0

17.6

3.42

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

u

u

0

0

0

0

0

0

.30

2.5

.80 

.30

3.90

.13

2.5

0

18.6

2.88

.10

.10

.10

0

.20

.30

.20

.20

.10

.1C

.10

0

0

0

0

0

0

0

.10

.50

.20

.10

.10

0

0

0

0

0

0

.40 

.20

3.10

.10

.50

0

18.8

2.92

.10

0

.10

0

0

0

0

0

0

0

,20

.10

.10

0

0

0

0

.70

.70

.20

.10

.10

0

c

0

0

0

Q

 

 

2.40

.086

.70

0

18. L

2.33

1.0

.30

.1C

.10

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

1.60

.052

l.C

0

15.1

4.97 

1.49

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

c

15.3

2.77

.

0

c,

c

0

c

0

0

0

0

c

c

c

0

0

0

0

0

0

0

0

c

0

0

c

0

c

0

c

0 

0

0

0

(;

0

1L.7

1.19

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2.28

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

14.1

3.13

0

0

0

c

0

0

0

0

0

0

0

0

0

0

c

c

0

0

0

0

0

0

c

0

0

0

c

0

c

c

0

0

0

0

15

3.36

SEPT.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

12.2

1.58

t Contents, In ac 

tt Precipitation,

et, at emi of month, 

aches, during month at 

2-63, 30.49 inches.

MIN C 

* Surfac

AC-FT 23

in acr
RED RIVER BASIN

7-3692.5. Turkey Creek tributary at Potato Research Pond, at Chase, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 196*

1

2

3

4

5

6

7

8

9

10

11

12

13

1*

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN 

MAX

KIN

<t'

<*>

<tt>

0

$

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

9.7

4.09

0

0

0

0

0

0

c

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

0

0 

0

0

12.6

4.55

.41 ] 3. 78

0

0

0

0

0

0

0

0

0

0

0

0

0

c

0

0

0

Q

0

c

0

0

c

0

0

0

0

0

0

0

0

0

o 

c

c

1*.5

5.26

3.10

0

0

0

0

0

0

.20

.40

.80

,30

.20

.10

0

0

0

1.1

1.8

.80

.40

.10

.10

0

u

3.8

3.0

.90

.30

.10

0

0

0

3.8

C

17.8

5,53

3. BO

0

0

Q

0

13

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2.1

.80

.20

.10

0

 

_____

2.1

0

IB

5. 58

1.98

.10

31

17

6.5

1.6

.40

.10

0

.10

.20

.10

0

0

1.6

4.5

.80

.20

.10

1.4

.80

.20

. 10

0

0

0

.10

0

0

0

0

0

31

0

17.4

5,46

7.60

0

0

0

0

13

9.8

2.3

.70

.10

0

0

0

11

3.7

.90

.20

.10

0

0

0

0

0

0

15

14

17

12

3.9

1.0

.20

_____

17

0

18.4

5.68

11.21

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.1C

.10

0

16

5.15

1.99

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

_____

0

0 

0

0

13

4.61

1.20

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

b

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

11

4.31

2.54

0

0

0

0

0

0

0

0

c

0

0

c

0

0

0

o

0

0

0

0

c

0

0

0

c

0

0

0

0

0

0

0

o

0

0

10.6

4.25

2.50

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

______

0

0 

0

0

11.3

4.35

2.94

* Surface area, in acres

year 1963-64, 43.05 Inches. 

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

____

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MbAN

MAX

MIN

<t>

<*)

<tt>

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

a

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

9.6

4.00 

.58

0

0

0

0

0

0

0

0

c

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

.20

1.0

.40

 ._

1.60

.053

1.0

0

18.4

5.67

.10

0

0

0

0

0

a

0

0

13

19

7.0

2.0

.70

. 30

.10

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

42.20

1.36

19

0

17

5.38

0

0

1.0

.90

.40

.20

.10

0

0

C

0

0

0

0

0

0

0

0

0

0

0

3.8

4.2

1.2

.60

.30

.10

0

0

0

0

12.80

.41

4.2

0

17.6

5.49

0

0

0

0

0

0

0

0

.10

5.8

12

8.0

1.9

.60

.20

.10

.10

0

0

0

0

0

0

6.6

3.0

.80

.40

20

 

 . 

 __ _

59.60

2.13

20

0

_

-

16

5.0

1.5

.50

.20

.10

0

0

0

.20

.10

.90

.80

.30

.10

.10

.10

0

0

0

0

0

0

0

0

.10

.20

.10

17

42

_IZ___

102.30

3.30

42

0

21.3

6.32

6.3

1.7

.80

.40

.10

0

0

0

0

0

0

0

0

G

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

9.30

.31

6.3

0

14.4

4.83

WAT YR 1965: TOTAL 24U.CO MEAN .68 MAX 42 MIN 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

11.5

4.37

JUNE

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

8.7

3.96

JULY

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_

-

AUG.

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

10.1

4.16

SEPT.

0

0

0

0

0

0

0

0

0

5.5

4.5

1.4

.60

.20

0

0

0

0

0

0

0

3.3

2.8

1.1

.50

.20

.10

0

0

0

20.20

.67

5.5

0

17.7

5.52 

5.21

AC-FT 463 

AC -FT 492

t Contents, in acre-feet, at end of month. * Surface area, in acres, at end of month.

tt Precipitation, in inches, during month at rain gage at lake. Total for calendar year 1964, 46.16 inches;
894 RED RIVER BASIN

7-3695. Tensas River at Tendal, La.

Location. Lat 32°25'55", long 91°22'00", in NW-j sec. 29, T. 17 N. , R.ll E. , near left bank on upstream 

side of bridge on U.S. Highway 80 at Tendal, 200 ft upstream from Illinois Central Railroad bridge 

and 3 miles east of Waverly.

Drainage area.. 309 sq mi (see Remarks).

Records available. December 1935 to September 1965. Monthly discharge only for some periods, published in WSP 1311.

Gage. Water-stage recorder. Datum of gage is 50.07 ft above mean sea level, datum of 1929, supplementary adjustment of 1941. Prior to July 11, 1944, staff gage 1,000 ft upstream at same datum. 

July 11, 1944, to Sept. 14, 1954, wire-weight or staff gage at present site and datum. Feb. 19, 

1945, to Nov. 27, 1951, staff gage 9.5 miles downstream at datum 46.65 ft above mean sea level. 

Nov. 28, 1951, to Sept. 30, 1957, staff gage at present site at datum 49.76 ft above mean sea 

level. Oct. 1, 1957, to Nov. 8, 1962, staff gage at present site and datum. Auxiliary waterstage recorder 8.5 miles downstream at datum 50.07 ft above mean sea level.

Average discharge.--29 years (1936-65), 314 cfs (227,300 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1965 

1964 

1965

Maximum

Date

Mar. 31 to Apr. 1 

Dec. 18, 1961 

Mar. 13, 1963 

Apr. 21, 1964 

Feb. 13, 1965

Discharge 

(cfs)

a 3,000 

3, 450 

1,240 

2,690 

a 3,000

Gage height 

(feet)

"b 21.80 

d 23.58 

14.05 

e 21.29 

21.00

Minimum

Date

Oct. 2, 1960 

Aug. 17-20, 1962 

June 14, 1963 

June 11, 1964 

Sept. 22, 1965

Discharge 

(cfs)

e 3.3

c 6.2 

3.9

c 4.0 

5.6

Qage height 

(feet)

E.77 

5.90 

f 5.99

a Maximum daily.

b occurred Apr. 1, 1961.

c Minimum daily.

d Occurred Dec. 19, 1961.

e Occurred Apr. 28, 1964.

f Occurred Oct. 25, 26, 1965.

1935-65: Maximum discharge, 4,610 cfs Nov. 19, 1948; maximum gage height, 24.78 ft Nov. 20, 

1948; minimum daily discharge, 2.8 cfs Dee. 8, 1954, hut may have been lower during period of 

indefinite stage-discharge relation in October 1954.

Maximum stage known, 34.02 ft May 15, 192V I affected by overflow from Mississippi River).

Remarks.--Records fair. Small diversions above station for irrigation. Interconnecting system of 

bayous and drainage ditches produces an interchange of flow under varying conditions; hence, the 

drainage limits were more or less arbitrarily determined.

1

2

4

5

7

1L/

12

14 

13

17 

IP

27

3 '

TCTAL

HEA,i.

Mil,

CAL Y 

HAT Y

3.7 

3.3

3. 3

31

25

15

12

7.1

5.L

d.2

l;-

17

336. J

Ji

l^ol: T

16 

14

15 

15

15

15

r

Is

310

131

-.731

14

IflL - 1,< 

T6L 12.,

-

25

22

126

234 

56B

it9

83 

57

2«

24 

51

2.E25

3 2"c

41.7

55 e

365 

276 

672

5J7

335

155 

12 =

89

o7

157

147 

116

1C, 7. 7

67

"t6N 157

e*

65

61

60

t5

65

62 

57

54

143

359

2,3,0

2.B9C

1,9-L

 

21,571

£3

MAX

l,5cG

1,30, 

2,1.'

1,110

87°

I'iJc:

!.:« :

7CJ

-'

2,7t4 ,Q:I

'ML

»t-6 *

?, -'- C

1,42'

I.L -r

671 

71. '

65 i: 

1,!" '

l,i r 

H3

573

22n

!34

3

,1

il,t 52

IN 3.3

91

78

73

65

S3

5f 

46

37

-2

46

110

" 2

*

2.0*5

fc

37

AC-FT

82 

71

31

15

15

«

134

l,70t

i , r er

ft5r

265

......

11.C54

15

121,5, U

ill

44

42

53

56

71

1C 2

161

116

12

53

6?

2T?"

'"

50 

4f

38 

37

33

"

48 

tl

53

4,

2?

If

^

1,14^ 

37.1

13

23 

25

37

22

1 a

ft 2

f> f

?C, 3

Note. Stage-discharge relation indefinite Mar. 31 to Apr. 2.
RED RIVER BASIN

7-3R95. Tensas River at Tendal, La.--Continued

LISLHARGF, lit CUBIC H ET PFR SFCUMO. KftTtR Y f AK 'CTUBER 1561 Tl S^PTt"

1

1

7

a

u

i> 

14

17

l-> 

1?

24

27 

iti

11

TOTAL

MAX 

MJK

: *

19

;i

<d2

l"

is

2^ 

22

it.

^2

I'

2~

^2

i'i 

18

57

i;i

27?

215 

17.

1*.

43J

452 

3to

21 1

Bit

511

413

24 =

22

1 JL

117 

-1

19

4St

1.1JL 

1.J4L

2.-7L

3, -It 

2,081. 

Z,t'-(-

2,SK

2,^1,

3 0*L

2,5'_,C

2.5^c

1.75C 

l,5,:c

85

70 C

500 

451

t?5C

1,13,.

°37

7CC

51. C

iOt. 

£<.L

.'-SO

,CK

£82

l.s^., 

2,69-:

2,530

2 'to-,

1,520

l.-JCI..

77J

:;;

J41

215 

l-l

Ifl

13-

36 3

^37

653 

 55^

 

122

1,' '

* .

it 1:

5' i

l.'-'rt

1.1'-

857 

74J

*fj

3^ 3

e7j

2M

i:i

li'-

111 

i,-']

:^

...

1 ,7'0 

1. -71

e77

: Ji

-71

4 Hl"l

S4?

1,27,. 

 >7* 

736

Ibl

lb11 ?

63

"

35

35

t:

3^

35

1<|3

1.37 

13/-

icr

133

1S6

2C<

:;

->7

82

33 

P5

2'- 7

27

3fc J 

3 C 3

T 3

1P5

?5 

li

7.7

-'

;2

7.7

?

?1 

3', 

41

4'

47 

34

13 

T r

7.'

ft..-1

13"

1*

tb

21

67A.3

1^ 

I 1

\ 3

1-

?<t

?7

-7

27

?.'

'?

r

T<;

7' *

1-

1

2

1

1

1

1

1

1

1

1

1

2

2

2

2:

2

2

2

2

28

29 

30 

31

TOTAL 

MEAN 

MAX 

MIN

~~|

lo

15

14

16

15

14

U

12

i2

12

12

13 

13

16 

12

13

12

12

12

11

11

1C

U

lu

12

12

12

11

I-1

16

25

43

04

SO

B^>

70

52

35

tC

2C

It

13

10

12

1 ^

1-

8.2

a. 2

8.2

e.2

8.2

7.7

7.7

a. 2

8. 2

a, 2

i.t

i.4

9.4

3.4

9.4

10

10

1L

15

20

15

K

J.I

a.G

40

7.7

35

2i.

1C

15

li.

S.O

E.I,

7.C

7.0

7.C

£.0

7.0

7.0

B.r

8.8

B.8

1

2

B

e

6

9

S

6

5

5

5

5 

50

7.0

9 ,

S3

66

E8

7C

5o

44

J 1?

33

35

41

4fl

47

40

35

30

35

133

233

223

162

120

US

112

63

70

57

30

t 7

^1

c t

I4c

c/.

i, ^

ri17

Sf

24

1.4'

1

zs

4stiCS

it

30

16,

117

tl

?7

45

4^

47

55

51

3?

?^"^

: P

iR

ib

47

44

?*

, c

3i

31

?7

2t

23

27

 ^

-M

22

,,

21

18

20

2C

21

20

70

362

18

34<=

312

<75

]54

11?

gF

6?

4B

37

31

?=!

27

if-

?*

21

11

18

17

20

2021"

21:

16

6. B

5.0

4.4

4.4

7.7

24

349 

4.4

21

1'

If

15

17

1 ^

17

15

11

5.5

4.*.

4.1

1.C

=t.a

23

3 C

31

33

3^

,,

3^

37

'2

2C

15

11

8.8

39 

3.9

,-

17

^1

?7

3 =

57

f-^

7"

7i

7 C

75

75

75

75

71

63

5d

54

17

7'

L-R

112

11'

110 

li,7 

lr 5

113

17

154

264

257

?'-'

IRe

~ 75

U '

151

131

111)

! "

M -

'.13

15M

17'

106

1M

16C

166

214

?76

:r>7

261

25<=

2n5

2 '2

t22

ri5

211

2C-

?76

B^

1HE

175

If 0

" 56

i 154

' 4^

125

"3

67

47

'2

25

2u

in

'.6

21-t,2

2

2

1

1

t

1

13

17

12

12

12

U

185

lr

AC-FT 202,000
RED RIVER BASH

7-3695. Tensas River at Tendal, La.--Continued

DISCHARGE, IN CUBIC FtET PER SECOND, ViATER Yfc«P OCTOEfcR ls&3 TO SEPTEMBER 196

1

3 

4

5

9

12

14

16

18 

15 

20

21 

22 

23 

24

28 

25 

3ij

MAX

MIN

10

9.

5.

9.

9.

9. 

5.

9.

S.4

0 

0

0 

0 

9.4 

9.4

a. a 

a. 2 

7.7

7.7

B.I 

8.2 

5.2

7.7

7.7

7.7

7.7

j.e

12 

3.4

10 

12 

16 

15

18 

25 

24

7.7

2u 

23

IB 

Ib

13

1Z

^.4

8.8

112

139

87

35 

26 

21

20 

20 

18 

18

139 

lit, 

71

8.2

30 

22

la 

18 

18

40

248 

574

428

282

239 

163

105 

69 

52 

75

223

200 

138

18

66 

5J 

33 

32 

3^

35

22

35

674 

554

390 

248 

158 

106

80 

65

22

51

 jCTj 

l,<\>..

2,2'" '

1.1,40

843

550

410 

3«9

326 

231 

162 

116

63 

52

44

.,200

36 

32

31 

152

725

362

1.47C

450 

353

231 

186 

552 

1,280

2,470 

2,29C 

1,570

31

1,5=30 

1.25C 

1.04C 

870 

743

335

132

09

27 

26

23

20 

18 

16

27

21 

16 

13

13

16

22 

8 

4 

2

12

4.7

9.4

26 

2?

22 

22

20 

13

7.1

4.7 

7.7 

12

4.0

13

3r

43 

43 

47

3<!

55

45

28

15 

11

3.?

45 

61

71

62 

54 

43

8.2

34

33 

33 

33 

31

31

27 

25

30

34

32

35 

105 

107

09 

<>5 

46 

103

120

110

88 

64 

47

1.809

25

?5 

32 

33

30 

25

2^ 

20

27

12

12

30 

34

33

32 

25 

?3 

21

19

20 

42 

104

803

26.8 

104 

11

AC-FT 56.6CO

DISCHARGE, IN CU8IC FEET PER SECONO, HATED YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1 

2

3 

4

5

6

7

8

9

10

11

13

14

15

16

17 

14

19 

20

22 

2J

24

27

28

2<t

30

31

MEAN 

MAX

WIN

OCT.

45

38 

37

38

43

26

01

80

62

49

42

32

24

20

18

12 

11

8.8 

8.8

8.2

8.2

8.8

9.4

11

12

7.7

NOV.

2

2

1

2

1

1

0

0

9.4

9.4

8. 8

8.8

9.4

3.4

9.4

9.4 

12

15 

15

14

16

65

335

308

^-.--1

8.8

DEC.

82

73

60

45

33

28

39

1,110

1,460

1,160

926

746

605

662

571 

522

399

186

145

lie

qg

182

,18

JAN.

437

299

207

155

120

98

133

200

97

68

51

43

34

20

750

1,000

390

239

103

120

94

20

FEB.

49

43

39

35

35

123

300

1,000

3, COO

2,500

2,100

1,570

1,230

766

583 

515

627

82fl

685

 

 

35

MAR.

1.25G

969

823

693

6C3

528

475

39 S

317

273

231

182

155

102

71 

62

£0

1,080

97C

856

2,100

2.5«C

54

APR.

1,390

1,140

955

845

758

682

605

512

344

282

223

ISO

145

85

63 

57

51

39

35

32

30

 __

30

MAY

28

22

21

20

20

20

19

19

18

16

16

18

20

20

21

20 

22

25

23

25

24

22

19

28 

16

JUNE

16

16

15

14

14

16

27

35

38

30

31

65

86

70

31

18 

15

13

18

23

27

27

86 

12

JULY

23

25

25

22

25

38

51

53

53

46

39

33

30

25

43

29 

25

21

113

231

256

223

Iflp

256 

20

AUG.

164

110

98

89

83

SO

76

69

60

50

45

42

38

37

30 

30

30 

25

30

32

29

76

22

17

56.8 

164 

17

SEPT.

12 

7.1

7.1 

7.1

7.7

a. 2

7.7

8.2

7.1

12

17

48

46

38

30

22

11 

7.7

11

25

38

25

la

13

10

19.0 

48 

5.9

Mote. No auxiliary gage-height record Feb. 10-15.
RED RIVER BASIN

7-3697. Bayou Macon near Kilbourne, La.

Location. Lat 32°59 T 35", long 91°15'45" ) in SW^SE^ sec.8, T.23 N.', R.12 E., near center of channel 

on downstream side of bridge on State Highway 585, three-quarters of a mile south of ArkansasLouisiana State line and 3 miles east of Kilbourne.

Drainage area.--504 sq mi (see Remarks).

Records available.--October 1957 to September 1965.

Gage.--Water-stage recorder. Datum of gage is 77.41 ft above mean sea level (Corps of Engineers 

TFench mark).

Average discharge.--8 years, 560 cfs (405,400 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

19S1 

19S2 

1963 

1964

1965

Date

Feb. 22, 19S1 

Dec. 18, 19S1 

Aug. 4, 1963 

Apr. 27, 19S4 

Feb. 12, 19S5

Maximum

Discharge 

(of a)

3, S70 

3,250 

1,010 

2,910 

3,130

Gage height 

(feet)

22.55 

22.42 

11.10 

11. S3 

13.91

Date

Nov. B I960 

Aug. IS 19S2 

June 11 19S3 

Nov. 22 19S3 

Aug. S 19S5

Minimum

Discharge 

(cfs)

a 75 

c 33 d o

a 18 

a 17

Gage height 

Tfeet)

b 2.01 

.83 

-.15

e -.84

a Minimum dally.

b Occurred Oct. 30, I960.

c May have been lower during period of no gage-height record Aug. 13, 14, 1962.

e Occurred May 14, 19S5.

1957-65: Maximum discharge, 4,740 cfs May 5, 1958 (gage height, 24.35 ft); no flow June 11, 

1963, result of pumping for irrigation.

Remarks.--Records poor. Large diversions above station for irrigation. Interconnecting system of 

bayous and drainage ditches produces an interchange of flow under varying conditions; hence, the 

drainage limits were more or less arbitrarily determined.

DISChAKGF, IN CUBIC FEET PEF. SEC3MO, V.4TE- YE«R OCTOBER I960 TO SEPTEMBER l=!6l

1

4 

5

b 

1

<i

12 

13

15

It

17

1-

2C

21 

22

25

21- 

27

 >i

ji

MEA(«

MAX 

CIM 

AC-FT

113

llo 

lt-7 

llo

131

116 

lie

U7

K't

55

t-'

b*

77 

111

Mq

iLl

116

116 

1^8

17-

B4^

511

30=

O .l

S35

'87

;c?

245

341

H«R.

,2,02 .

3,C7^

APR.

?:"c

i,32C

842

576

426

JUNE

756

JULY

141

125

466

AUG.

416 

436

486

5J5

111

23,580

SEPT.

86 

86 

")1

01 

01

68 

82

=11 

01

168 

1=11

221

186

168

11,320

AC-FT 261,5CG
RED RIVER BASIN

7-3697. Bayou Macon near Kilbourne , La. Continued

DISCHAKGf, IN CUBIC FEET PER SECOND, WAFER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

7

IL

15

ia 

iv 

?.n

^l

22

25 

23

25

3-

MEAN 

MAX

AC-FT

1SJ

211

Z16

180

16*

111

17 

37

lil 

117

1*51 

21b

II 1

7-*4

b!?

563

8*2 

7i4

2.38C

J.160 

2, J4L.

1.95G

1.760

1,540 

1,430

I,t53

1 , ICO 

1,070

1,283

842 

806

» 

 5C8

1,020

986

806

761

640

2C1 

186

159

386 

385

406

854

618 

556

376

622

37,030

206

246 

211

49

42 

41

46

68 

108

6,660

62

85 

168

177

88

42

46 

55

58

141 

82.9

5,100

125

98

88

137

137 

133

129 

117

129 

117

140

127

7,570

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

2

4

5

t, 

7

a

10

H

14 

15

17 

18 

19

2J

2.1

22 

;3

24

25 

2e

27

t.e

31

TOTAL

MAX 

1IN

OCT.

1-.

co 

10

v3

1J

55 

55

92

92 

S2 

92 

92

S5 

«

55

;5

3,^5-*

121

NLV.

^2

~2 

92

S2

52 

92 

92

95

= 5 

95

102 

1^5 

125 

Io3

150 

146 

123 

121

106

lL.6

11.2

150

DEC.

^8

58 

98

95 

92 

52 

95 

95

92 

92

&2 

B8 

88 

88

<J8

as

3B

= 8

113

10i

113

JAN.

98

92

95

102

98 

95 

95 

92

88 

85

85 

85 

82 

82

82 

82 

82

76

SB 

113

FEB.

S8

133

109

<=5 

88 

85 

88 

88

85 

58

34 

30 

50 

73

61 

48 

38

25

"~::

MAR.

39

38 

52

156 

221

196 

172

164

275 

276

256 

240 

2t6 

316

356 

366 

346

256

211 

1S1

,010 t

APR.

164

137 

12-3

125 

125 

125 

125 

121

106 

102

82 

74 

60 

48

40 

41 

41

44

336

IN 0

MAY

141

113 

117

154 

164 

150 

117 

85

64 

62

55 

52 

38 

26

24 

22 

31

14 

25

52 

54

AC-FT

JUNE

12

15 

3.2

6.4 

1.2 

.20 

4.0 

4.0

0

6.1 

5.5 

2.2

1.9 

31 

37 

125

129 

98 

7«

88

62

68 

56

22

0

108,100

JULY

40

30 

20

40 

50 

45 

42 

42

41

31 

43 

28

36 

111 

476 

710

842 

902 

926 

914

878 

830

806 

782

758 

854

20

AUG.

974

1,010 

998

950 

89O 

830 

77C 

686

607

456 

386 

316

231 

196 

168 

159

186 

159 

129 

95

79 

70

68 

65

55 

65

55

SEPT.

82

66

66

67 

64 

70 

85 

1R

117

88 

76 

79

95 

102 

106 

95

88 

88 

82 

82

85 

82

75 

65

57 

2,468

57 

4,900
RED RIVER BASIN

7-3697. Bayou Hacon near Kilbourne, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TC SEPTEMBER

DAY

1 

2

4 

5

6

8 

9 

10

12

13

15

16 

17

IB

l<i

20

21 

22

23 

25

26 

27

28 

30

MEAN

MIN

55

55 

53

43 

49

43 

51

49

49 

48 

47

43

36

J3 

27

'23

22

24

27

26

31

e&

n

26

2s

23 

1<>

li

1=1 

20 

Ifl

31

18

21 

21

20 

2C

130

160.

522

6bO 

612 

5<=fc

342 

286

23L

20

188

350 

3'J8

624

648

624 

612 

533

27S 

246

151

13-)

95 

"52

82 

80

88 

110

80 

70

______

55

8C.

tllG,i<;u

,KJ 

951

l,C?o 

951 

8^3

3Co

2fcl

2?5

5C

156

82?

«S

951

1,2'30

1,1 r<C 

1,' SO

1,78C

2,450 

?,MC

158

,m

,6tC 

,51C

.350 

,270

,06C 

'377

44 1

152

110 

5C

1,031

90

150

13C

120

1 1C

IBP

100

80

80 

80

B( 

70

7C

9:

lit1

7C

18C

"31.

1-jO

180 

20?

2 CO 

170

9r 

9C

 30

130 

17C

IftC

1-50

150

=0

110

11"

10C

90 

9L

1-iO

170 

150

140 

13C

llf

lie

1C'

100 

100

118

90

SEPT.

so

8?

80

70 

6r

<5C

F>0 

CO

=0

;o

UC

K.C 

li i

?3S l<=c

c '.4

sc

WAT YR 1*64: TC

1

7

11

lj

14 

15

13

21

24

n

i>,

JO

HE AN 

MAX 

MIN

146

!- <

cl

BJ

77 

7s

67

70

c7

t,7

6 =

"

7b.l 

146

(=7

o4

61

6 u

= 8 

5°

57

63

b7 

'.7

51

 -7

31 h 

1-2

e7. -

57

PB

81

aO*+ 

2,,-7C

,BiC 

,73L 

.7CC

,o5C

,3(-_

,lM_

* v 50 

v?2

577

37i

""It

342

38l_

27C 

298

72S 

E17 

77 =

545

4^5

53C 

il5

7J5

59i

53n

255

410

251

1.65C 

2,520

i.BCu 

2.52.1

2,2B^

1.72C

l,41t

1,180 

1.14C 

1.25U

l.orc

 

213

?C j

I;?

425

321

314

410

455 

5S.

674

64J.

45 F

f 5 E

i,as:

^,17.

314

,36C

,12f

S53 

77-

tj5 

54 = 

470

41b

3ro

; ^5

JCf

14t

1?1

115

11^

<=5

B*

7 1.

^5

'to

25B

2=^ 

;?n

?2C

5 e

1BC

12> 

110

111

I'-'

ICf

15:

11'

f 1

60

ICC

4 L

ic:

130 

ire

1C?

30

40

33 

44

V

43

41

71

'3?

W

3?

n

35

87 

63

61

G" 

QR 

fl4

64

43

1"3

7P

70

62

55 

52

17

^4

"i<( 

=iR

f-4 

104

314

177 

164 

?05

"6

240

 >!?

248 

365 

27C

15K

I'l

13f.

45
RED RIVER BASIN

7-3699.5. Buck Bayou tributary at Murphy Pond, near Epps, La.

Location (revised) . Lat 32°34>50", long 91°27'10", in ME^W^ sec. 4, T.18 N. , R.10 E., 275 ft

 upstream from left end of earthfill dam, 2 miles southeast of Epps, and 8± miles north of Delhi.

Drainage area. 0.60 sq mi (including pond). 

Records available . January 1956 to September 1965.

Gage. Duplex water-stage recorder (rain gage and water stage combination). Altitude of gage is 

80 ft (from topographic map).

Average discharge. 9 years, 0.08 cfs (58 acre-ft per year).

Extremes. Maximum outflow and maximum inflow (average for 2^-minute interval), computed from out-

 flow and change in reservoir contents (adjusted for rainfall on reservoir surface during time ol 

peak inflow), for the water- years 1961-65 are contained in the following table:

year

1961

1962

1963

1964

Maximum outflow

Date

Mar. 18, 1961

Dec. 17, 1961

Mar. 12, 1963

April 1964

196E ' Mar. 51, 1965

Outflow 

(cfs)

6.1

13

0

21

.40

Gage height 

(feet)

10.23

10.55

5.47

a 10.83

9.60

Maximum inflow

Date

Mar. 28, 1961

June 7, 1962

July 31, 1963

April 1964

Dec. 10, 1964

Inflow 

(cfs)

1E4

a Prum floodmark.

Wo outflow at times in each year. 

1956-65: Maximum outflow, 21 

mark); no outflow at times in eaa 

val) Aug. 22, 1960, computed from __ __.. _.._ ..._. . _ _...... . . .

on reservoir surface during time of peak inflow. Inflow may have been greater in April 1964.

Remarks.--Records good. Records of daily discharge are outflow from reservoir determined from 

 iTEage-discharge relation of spillway. Pond is formed by earth dam; spillway is a 50-foot wide

uncontrolled sodded clay channel located at right end of dam. Capacity below 0.5 ft gage height

not determined and not included in capacity figures.

Corrections. In WSP 1631 and 1731, the figure of maximum inrlow for Feb. 2, 1US6, i& listed in 

error; It should be 241 cfs.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER lEARS OCTOBER 19oO TO SEPTEMBER 1965

9, 1961...

0.........

2

3

o

4. ........

2. ........

.. 0.30

. . .10

4 1

..1.1

. . 1.6

Apr. 13, 1961...

14. ........

Jan. 1, 1962...

9.. ........

1.8 Jan.

1.6

2 9

.40

.30

.. 1.4 1

0, 1962...... 1.2 Mar.

-,

............ .60

1. ........... 2.0

2, 19o/......

3. ...........

9. ...........

5

2. ...........

0. ...........

1.7

1.3

1.0

.80

.50

.40

.20

.10

.10

5.0

15

5.0

3.4

3.0

2.3

1.6

1.3

1.7

1.6

1.2

.80

.50

.40

.30

.20

Month

Calendar year 1961. .........................................

March. ................................................. ......

March 1965. ......................................... .........

Water year 1964-65. .........................................

Cfs-days

1.

Maximum

.30

Minimum

0

Mean

.0003

Runoff in 

acre-feet

2.2

only on days listed abov
RED RIVER BASIN

7-3699.5. Buck Bayou tributary at Murphy Pond, near Epps, La.--Continued

CONTENTS, SURFACE AREA, AND PRECIPITATION, AT END OF MONTH, WATER YEARS OCTOBER 1960 TO SEPTEMBER

Date

Dec. 31......... ....

Calendar year 1960

Jan. 31, 1961.......

Sept . 30 .............

Water year 1961...

Dec. 31.............

Calendar year 1961

Sept. 30.... .........

Water year 1962...

Dec . 31 .............

Calendar year 1962

Sept. 30. ............

Water year 1963...

Contents 

(acre-feet)

13d

-

145

92.0

-

268

-

99.2

-

76.4

-

89.9

-

Surface

area 

'acres'

34.7

-

35.2

30.9

-

43.1

-

31.7

-

29.2

-

28

2

30.7

-

Precipitation 

'inched

4.30

37.91

2.36

-

45.13

11.26

-

36.04

1.84

32.94

2.56

40. 36

Date

Dec . 31 .............

Calendar year 1963

Jan. 31, 1964.......

Sept. 30... ..........

Water year 1964...

Dec . 31 .............

June 30 .............

Sept. 30. ............

Water year 1965...

Contents 

'acre-feet'

91.1

-

124

-

-

96.7

-

18.3

-

Surface

30 . fl

-

33 7

-

-

31. 4

-

19.1

-

Precipitation 

(inches)

4.36

'"'.If

3.83

5.28

44.54

1.14

4.97

ft. 31

50.79

2.09

7.18

2.04

4.64

43.28
RED RIVER BASIN

7-3700. Bayou Macon near Delhi, La.

Location . Lat 32°27'25", long 91°28'30", In E^ see. 18, T.17 N. , R.10 E., near right bank on downstream side of bridge on U.S. Highway 80, a quarter of a mile upstream from Illinois Central 

Railroad bridge and 1 mile east of Delhi.

Drainage area. 782 sq mi ( see Remarks ) .

Records available. October 1935 to September 1965. Monthly discharge only for some periods, publishea in WSP 1311. Daily gage heights as follows: 1885-99 in reports of U.S. Weather Bureau; 

September 1925 to December 1931 in files of Corps of Engineers, Vicksburg district; since 

January 1932 in reports of Corps of Engineers, Vicksburg district.

Qage . Water-stage recorder. Datum of gage is 50.05 ft above mean sea level, datum of 1929, supplementary adjustment of 1941 (levels by Corps of Engineers). Prior to July 12, 1944, staff gage 

at railroad bridge; July 12, 1944, to Mar. 14, 1949, wire-weight gage; Mar. 14, 1949, to Oct. 1, 

1963, water-stage recorder; all gages about 1,200 ft downstream at same datum. Auxiliary wireweight gage 7.7 miles downstream at different datum. Feb. 16, 1945, to Oct. 26, 1962, staff 

gage; Oct. 27, 1962, to Nov. 10, 1964, graphic water-stage recorder; and Nov. 11, 1964, to 

Feb. 19, 1965, staff gage at same site at datum 2.00 ft lower.

Average discharge. --30 years, 928 cfs (671,800 acre-ft per year).

Extremes . --Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961 

1962 

1963 

1964 

1965

Date

Feb. 23 1961 

Dec. 18 1961 

Mar. 13 1963 

Apr. 27 1964 

Feb. 12 1965

Maximum

Discharge 

(ofs)

4,830 

3,600 

c 2,100 

c 7,000 

7,510

Gage height 

(feet)

a 23.39 

23.08 

d 6.92 

f 18.66 

20.12

Date

Nov. 3, 8-10, 1960 

Aug. 25, 1962 

May 25, 26, 28, June 1 

Sept. 6, 7, 1964 

Aug. 7, 1965

Minimum

Discharge 

(cfs)

b 112 

38 

e 0 

b 53 

66

Oage height 

(feet)

:

a Occur

b Minimum daily.

c Maximum daily.

d Occurred Mar. 12, 1963.

e Result of temporary dam upstream.

f Occurred Apr. 28, 1964.

1935-65: Maximum discharge, 7,510 cfs Feb. 12, 1965; maximum gage height, 26.00 ft May 6, 7, 

1958; no flow May 25, 26, 28, June 1, 1963, result of dam repair.

Maximum stage known, 37.5 ft in March 1882, from records of U.S. Weather Bureau (affected by 

overflow from Mississippi River).

Remarks. Records poor. Large diversions above station for irrigation. Interconnecting system of 

bayous and drainage ditches produces an interchange of flow under varying conditions; hence, the 

drainage limits were more or less arbitrarily determined.

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR CCTOBER I960 TO SEPTEMBER 1161

i2 

3

5 

6

7 

8 

9

11 

12

16 

17

20

21

22

25

23 

23 

30 

31

TOTAL 

MEAN 

MAX 

M1N

136 

136

144

181 

234

191

136

12B

128

120

12J 

120

120

150 

120

12C 

120

112

112

[44

144

B33

391 

312

112

234 

201

234

825

593

434 

420

950

153

1,750 

2,300

1.580

745

632

507 

4B1

420

420

sao

367

316

,7BO

,630

292

4,36C 

4,270

3,7cC

3,430

2,250

3,360 

3,840

1,950

3,°30 

3,920

3,frlO 

3,510

2,240

1.670

1.43C

l,39f

,350 

.280

944 

8<!4

704

476

367

328 

32B

316

342

383

341 

304

223

32H

1,560

712

399

223

316 

292

201

191 

181

171

171

1,030

996

B46 

702

162

608 

518

380

393 

406

44B 

504

670

533

328

304 

234

234

223

223

220 

245

268 

256

245 

234

256

280 

280

268 

268

256

223

234

2BG 

212

AC-FT 764,100
RED RIVER BASIN

 

,. J*

-

5

7

1 

L7

111

:7

3t

MEA i MAX 

HIi-l

4L-FT

UCT.

^12

- »-

-*

^ 1

lei 

171

17

I 1 -!

lol 

171

L71

it; 

i&<

171 

1=1

:;<

l-,.b

'» V.

4<t rl

7c u

U j3

;> -

'11

-, .<*

57t

I!*L"~.

. » 7 - i

JiL.

1,1"*.

i.iiL

i « j i ~

2, "Mi

3,^41.

3, -it

5. 17t

3,3-*^ 

3, -11.

3.1-'-

1 . i S 

2,331.

:.i^7

3,35^

2,io" 

l.°fC

Z,M«

2,17-

l.esi.

I,t70

2.71C

2,12i'

3.1JC 

3,120 

3,: 70

3,12-

i,-~I'

2,bL2, 131'

l,8i '

1.6JJ 

l.SH'i

1,4^

l,34t

l,64r

1,81^

1,77:

2,3-^J

line

1,-it.

i,t

-,3:

;,7o j

- 5 -

1,7 .

61 . 

5!.

2,7: j

^

S4f<

t 7^

Vi7

c67

l, c U

1 , C 1 L

1.27C

1,1 5l

l.C"

i,;3'

;c, 1

-f 7

l,=^u

l.S'.C 

2, IK

i,3«;c

1,021 

=75

84-

am

67'.

530

410

3Sc

37C

27,

2SO

2,110

56C 

7 1C

777 

777

771

1,38',

1.5GO 

1,320

l.Olf

79C 

717

67f

580 

57R

4=>C

43'?

510 

450 

395

1.61C

40,110

JULY

2 rir

?45

21C 

210

2Zf

181

162

156 

120

120 

120

104 

104

97 

57

K4

a 4,8t7 s-7 

33C

bS

9.57C!

°7 

128

3C4 

341

28C 

223

128 

112

C 7

86

83

S3

96 

83 

48

83

22 

20

71

71

48

8,050

153 

144

136 

L20

12C 

112

12C 

136

112

153 

153

1-53

1*3 

144

136 

136 

136

136 

116

181 

181

181 

112

8,420

OA^

1

6

7

3

3

U

11

15

14

li>

17

18

1^

2L

il

2t

15

J"

31

MEAN

MAX

KIN

uCT.

175

176

17-,

Itb

1 ,f

1 7^

.^4.J

7£i;

l»b

172

15-.

14*

144

14 J

14-v

IS'-

U3

i.2-

x!7

1..6

^-^

153

16S

JH<

'- 

N,V.;!;'

i^

it'-.

IZi.

11-3

11 =

115

l'J3

1.4

ltd

14^

i!2

j2 t

_t5

3 ^4

21L

l-o

172

IjS

U7

iifl

Ji-L.

115

1 (_

1C

J6

10

lu

iOo

.1,

i 0

°c

"

''^

^c

JJ

94

jr

=c

3 C

15L

?;

121

J jl, -^

JAN.

:°

^0

VO

13L

lit.

C S

'2

d4

U4

-6

S2

75

69 

70

72

74

70

72

Q6

61

t: 5

61

58

160

B7.4

lyo

 >B

FEB.

27..

310

-,?5

230

174

144

12-*

Lt4

144

17-t

174

113 

13S

3 C C

525

405

212

2CO

io6

162

lot

 

? 221

5J5

1C(>

MAR.

,r

"t,

40 .

5o>

5, _

1 , >-

1 , 1 r

1,'M

1,5. j

ill' '

11 ".

55

4t,5

43 c

42

4 C E

51;

5LC

5t5

 ,_

54-

4J5

1 6';

2,l r

1ft

4., 7o

^2R

^ ,jO

;?'?

£ S c

25R

24-:

224

li:

174

IS"

: 37

1 rr

12?

=;

-4

qi

34

82

2'-'.

25,

'Tc^

'7i]

=12

54C

4^5

234

228

2"

236

244

232

168

176

166 

162

144

138

129

t>6

3 ,r

''

a

0

.PC

2.4

172

555

?

87

128

115

92

82

72

61

52

43

3B

31

35 

36

3C

29

53

HI

128

142

144

126

115

7t.7

144

0

131 

117

56

84

77

75

79

164

204

176

128

110

10R

12<;

113

1C6

252

1.02C

1,460

i,t4r

l,5ftO

1,340

1,150

1,21C

1,210

545

1,640

75

,7<3C 

,540

,330

,30"

,26C

,240

,24C

,150

,000

l.roo

828

880

115

555 

435

352

525

1,233

653

465

3V

268

200

184 

180

16C

si:

1,7'"0

16C

SEPT.

149 

142

156

182

230

228

206

186

176

178

216

214

log

1 8

1 6

L 6

1 8

1 8

162

L58

153

149

156

153

144

17B

23P

142
RED RIVER BASIN

7-3700. Bayou Macon near Delhi, La.--Continued

CISCHAr>G£, IN CUBIC FtET PER SECOND, MATE 0 YEAR GCTUBtR 196? TO SEPTEMBER 1964

D*Y

i

'

7

a

1 

11

i_ 

14 

li

la

IP

Irr

2<:

23

27

3^

1EAN

Max

WIN

icr.

1H«

1 J 3

133

11 r

lot

If 

U3

&4

82

65

73

1 2 

142

huV.

f I

74 

77

114

U4

= 3

ItJ

V5.3 

^^3

lil

1 J2 

33

7-

4K

dOC

OJC

55C

3,0

414

80C

342

316 

H94

625

,130 

,1.60

C 3C

t£5

688

2,210

272

257

545

SCO

410 

395

1,360

4,5(J'

3,5t,

2, JuJ

1,64V

300

585 

523

S.OCC

'57 

584

1.5SO

2, c 9r

875

1,580 

2,480

7, "00

7,eoc

2,900 

2,800

2,3(5C

1,060

732

425

395

325

3,500

231 

234

218 

198

93 

88

86 

88

88 

88 

82

77

98

236

149 

181 

255

258 

216

190

200

221

208

198 

190

154 

208 

229

218

221 

203

286 

109

142 

1S9

135

130 

130

128

123 

128

123 

118 

223

688 

458

167 

139 

137

114

98 

89

688 

88

SEPT.

81

68 

63

57

53

56

88

104 

98

91 

97

135 

140

148

161 

165 

167

183

930 

960

960 

53

AC-FT 449,900

DISCHARGE, IN CUBIC FEET PER SECOND, WATEP YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

3 

4 

5

7

lo

1*

16

18

1?

21 

22

2b

2e 

27

25 

30

MEAN

MIN

m

U*

lid

131

137

121

llo

lia

113

US

17- 

Iti

1.2

116

i::

137

135

213 

22t

171. 

172

1 , 3 50 

1.34C

123

"I

8SL

5,78C

2,54C

2.22C

1,420 

1,210

75C

685

198

565

t05

565

795

t05

1.53C 

1.C60

890 

840

545

510

,360

,330

,180

,380

,930

,203 

,200

~:~:~

 

458

MAX "

750

645

6C5

625

818

818

645 

1,380

1,710 

4,240

6C5

,33C V

,800 

,59C

»460

,060

81ft

585

475

405 

4C2

355 

340

340

182

161 

149

124

122

110

433

433

352 

322

265

298

110

JUNE

301

Z30 

239

178

163

289

170

89

79

82 

92

122 

139

217

79

JULY

289

298

384 

349

233

190

172

143

112 

292

301

585

685 

528

280

112

AUG.

138 

105

88

75 

87

200

128

139

139

112

239 

250

280 

280

217 

17Z

176

75

SEPT.

58 

112

154

161

154

52B

5B5

458

458 

440

43C

585 

528

475 

416

340 

313

354

98
RED RIVER BASIN 905

7-3705. Castor Creek near Grayson, La.

Location. Lat 32°04'55", long 92°12'25", in SWjjNWi sec.30, T.13 N., R.3 E., near center of span on 

downstream side of bridge on State Highway 126, 6 miles upstream from Beaucoup Creek (revised) and 

6-j miles northwest of Grayson.

Drainage area. 271 sq mi.

Records available.--May 1940 to September 1965. Prior to October 1957, published as Bayou Castor 

near Grayson.

Gage. Digital water-stage recorder. Datum of gage is 89.89 ft above mean sea level. Prior to 

July 15, T947, wire-weight gage and July 15, 1947, to Apr. 9, 1965, graphic water-stage recorder 

at same site and datum.

Average discharge.--25 years, 252 cfs (182,400 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (2,000 cfs), water years 1961-65

Date

Feb. 22, 1961 

Mar. 18, 1961 

Apr. 1, 1961

Dec. 12, 1961

Time

1600 

1100 

1800

2400

Discharge

* 6,880 

4,000 

4,740

* 6,510

Gage

height

13.27 

12.25 

12.56

13.10

Date

Apr. 13, 1962 

May 3, 1962 

Apr. 13, 1963

Apr. 28, 1964

Time

0800 

0500 

1500

0600

Discharge

3,040 

3,140 

* 230

* 2,680

Gage

height

11.70 

11.77 

6.36

11.74

Date

Feb. 13, 1965 

Mar. 30, 1965

Time

0100 

2300

Discharge

2,900

* 9,800

Gage

height

11.86 

14.02

Annual minimum discharge, water years 1961-65

Waber year

1961

1962

1963

Date

Oct. 1-4,10-16,1960

Aug. 14-28, 1962

Sept. 2-4, 1963

Discharge

0

0

0

Gage height II Water year

- I! 1964

1965

' II

Date

Many days

do.

Discharge

0

o

Gage height

_

-

1940-65: Maximum discharge, 21,200 cfs Apr. 11, 1947 (gage height, 16.25 ft, from floodmark), 

from rating curve extended above 11,000 cfs by velocity-area studies; no flow for many days in 

most years.

Remarks.--Records fair except those for period of no gage-height record, which are poor. 

Revisions (water years1.--WSP 957: 1941. WSP 1057: 1945. WSP 1211: 1943, 1949, drainage area.

CAY 

1

2

*+

=

t

7

6

10

12 

13

It

Ib

li

17

1-

-: '

il

22

^ j

24^

2t

27

ii

3C

31

TUT4L

rttAM

MAX

MIN

IN. 

AC-FT

CAL Y

L

Lj

 *'

.4.

.lv

,_

i..:

1.1

!.«.

i.t

1.4

l.t

1.4

' 

l.t

?!t

--.o *

.re

2. -5

53

OISCrl4

?. - 

? . "i

2,'~-

2.4

2.1

l.b

2. L

2.7

H.4

1"

14

~ . 5

12

1-

lj

11

17

<i ,

34

^

44

'3

4l

^ ^3. M

i7.c

f c

l.c

2'

?c

1^

li

11

11

1C1'

31

71

tb

; ^

b4

J1

JU

^ 7

I*

2C

13

Af,

17

16':

1..80

35 .[

^4

K 

.13

75

107

132

Itft

156

161

2C T

53C

429

39 C

376

37U

-57

i~7

20 a

158

116

bl

b3

1' 2

- ;c

; ,0

378

257

347

347

8.H21

272

42^

l.Cii

327

317

25*+

1 ^4

120

1U

120

lft

2C3

2*3

?93

2t3

1^3

I7j

3^7

51 

2 2' .j

6 37j

5 'Bu

3 12'J

1 ^4.

1 28:

1 J20

87."

 

26.324

55 b

b » 3 7C

111

^^^

63 >

515

444

4-2

5'5

l,3r,C

1.17-

btC

4'. 2

37;

?5

 >-,

i 22,

2 7^

2 51.

?'"(..

1 4^L.

1 115 I

81 if.

.4-t

r.14

1 6B1 5a,

3J 5F

I ^^.j

^ oc :

32J

4,1 : 

3 * C 5

2 ,' >"

1 , -j -""

5-C

7U

H^5 4"2

305

711

1,11"

1,1 7',

1. -I

11C

2. -7

] 35

34

31

3C

^2,142

733

4» 1 ?r

2.72

^^-

72

3

6

7

a

q

Zl

17

7

e

c,

71,

1

J

-|

1

) 100

J1"

2,834

51.4

214

.34

1

I

3.8

3.7

31

28->.'-

*4

52

74

13!-

1^4

31* 5 -; ^

67'

Rio

t6.'

4f.

23^'

_f2!__

5,315.7

'77

H70

3.?

MBER l^tl

13 s

78

48

2°

24

44

f.2

,Zj

"

uslit14.:

'7P

4.5

555

477

37°

3 5

' 6

1'fi

135

177

5, 154

163

555

24

134

74

o?

) 100

[-

1L

3.7

1

1

1 

5

rt

1 4

1 3

1 5

1 -1

1

c

5

r.

^ 2

I'.

a-

^1

q -

3,073 1.C57.

9 r ,0

_

.37

3 S.

14

.1 

.1

2. IS

15.15 AC-FT 21H,°CO

Note. No gage-height rd Aug. 4 to Sept. 4.
RED RIVER BASIN 

7-3705. Castor Creek near Gravson, La.--Continued

4

5

7

-) 

10

a

13

15

18

25

22

25

26 

27 

28 

29 

30 

31

MAX 

MIN 

CFSM 

IN.

42

42 

28

12

11

12

5.0

7.t>

5.5

4.4 

4.2

3.7

3.3

3.2

3.3 

3.4 

3.7 

3.7 

4.5

3.2 

.04

B.il

55 

67

84

la*

90

51

U4

114

150

153

378

115

 »83 

585 

585

50C

6.1 

.68

322

171

J.23

322

43t 

S3C

5,t>4l3,341,

3,360

l,63t

525 

43C 

357

21B

123

6.44

177

197 

232

270

2=>4 

320

380

900

1,110

87C

735 

1,250 

I,fi20 

1,761,

1,410

177

37T

540

422

294

218 

171

126

140

246

278

415 

760 

785

10* 

1.34

1,040

630

345

3Z2 

357

67o

930

a li

232

135 

123 

110 

IC2

60

1.68

5"

87 

120

183

18=1 

1=7

1,-)20

2.3CC

400

239

102

120

150 

500 

7nc

59

lit 0

2,8.30

2,380 

1,550

735

37s 

286

135

32 

28

19

?2

16

13 

11

10

9.5

13

3,040 

9.5 

1.84

12

18 

34

214

150 

144

225

183

84

39 

23

18 

17 

25

= 4 

141

211

204 

171 

151 

171 

177

294 

11

197

97 

55

25

12 

1C

1C 

8.2

4.7

3.8

4.0

5.7 

6.° 

6.8

4.0 

3.3

2.9

2.6 

2.3 

2.0 

2.2 

2.6 

3.0

211 

2.0 

.11

1,790

3.

1. 

1.

. 0

. 0 

. 0

.20 

.10

0

0 

0

0 

0 

0

0

0

0

0

0

.10 

.80 

1.3

3.6

.002 

37

1.1

1.3

3.8

3.5 

2.9

3.5 

5.0

2.4

3.2 

4.2

4.1 

3.8

3.r

2.6 

2.4

2.4

2.4 

2.4 

1.3 

1.2 

1.2

5.0 

.60

160

1

2

3

4

5

6

7

a

9

1C

12 

13

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

MEAN 

MAX 

MIN

CFSM

IN.

.3

.3

.2

.2

.1

.1

.1

.1

.1

.C

.80

.60

.6k

.50

.40

.40

.80

.80

.00

.30

.30

.80

1.2

2.7

4.4

4.6

4.4 

.30

 u04

.665

3.2

2.8

2.5

2.3

2.2

2.C

1.9

1.8

1.9

2.1

2.9

3.3

4.0

4.9

5.9

9.5

12

22

36

41

45

46

42

35

28

21

1.8

.C5

.05

CAL YR 1962: TOTAL Bb,6

7

4

3

3

3

3

3

3

2

1

8.8 

3.6

7.6

8.C

8.1

8.1

8.1

tl.8

9.8

12

It

18

3J

34

36

51

63

554.4

17., 

7.6

.07

.US

55

53

51

46

40

34

31

28

26

30

36 

37

21

19

18

19

^2

24

26

26

2b

26

25

26

26

24

25

18

.11

.13

iS. 70 MEAN 238

PER SECOf

38

39

42

46

46

45

55

63

60

44

34 

32

47

5J

46

53

73

80

°2

112

12<3

129

114

50

67

 

 

33

.23

.24

53

63

70

74

112

159

171

163

156

147

163

160

150

144

113

85

57

40

32

28

26

24

20

18

16

14

14

.32

.37

MAX 3,040 f

14

13

12

11

10

17

40

70

IS

132

174

222

52

27

18

14

17

35

28

It,

I 0

12

25

19

13'".8

8.8

.20

.1.2

IN C

3.3

7.8

8.6

10

 9.5

7.4

5.6

4.3

3.4

2.7

1.° 

1.7 

L.4

1.2 

1.0

.90

.80

.70

.60

.60

.40

.3C

.30

.20

.10

.10

.30

.30

.30

10

.01

.01

CFSM

.30

.70

.60

.40

.30

.20

.30

.40

.35

.20

.2t

.63 

.30

.10 

.20

.40

.40

.30

.20

.10

.10

.80

.80

1.2

1.4

.90

.90

1.7

3.0

3.0 

.10

.002

.002

88 IN

.4

.1

.0

.6

.9

.6

.4

.3

.2

.1

.1 

.7 

.3

.5

.4

.9

.0

.2

.A

.3

.1

.0

.2

.1

.4

.1

.4

.3

.4

.1

.01

.02

8.6

10

,3

f

.

.BO

.60

.70

.80

.70

.60

.01)

.40

.60

.80

.80

.70

.60

.40

.30

10 

.20

.006

.007

11.90 AC-FT 17?

.10

0

0

0

.70

.90

.40

.20

.19

9.1

5.0 

4.2 

3.9

7.7

12

8.3

5.1

3.2

2.6

2.3

l. Q

1.4

.90

.70

.40

.30

.30

.20

.10

12

t>

.01

.01

000

WAT VR 1963: TOTAL 3,345.10 MEAN 22.9 MAX 222 MIN 0 CFSM .08 IN 1.15 AC-FT 16, 650
RED RIVER EASIN 

7-3705. Castor Creek near Grayson, La. Continued

7

i

12 

13

15

16 

17

18

1^

2J

21

22

24

28

2=

MEAN

M1N 

CFSM

AOFT

:

c

"

,..

;

-1

>

«

-

a

c 

c

0

.£C

l.<i

4.5 

5.

5.'

li

25

3C 

6L

33

32

33

2t

?*

34 

27

22.6

.1L

..-6

l.iJL

1"

17

j.7

2C

32

til

S5

52

115 

110

9S 

82

d2 

85

^22

173 

131 

94

8...1

17

.30

27

..2

32

;T

e8

27

-2 

v,f> 

19 

34

25 

L4

61

75

61

4S

55. B

22

41 

5-1 

l,3U

I,IL.:

77.

5n7 

487

4t ;

315

253

245 

215

ieri

213

13*

3?5 

315

2tl

245

18.

152 

129

378

41

5P 

37

->26 

4S7

178

 C3

366 

287 

245

=re

167

116

41

3<=5

2.45C 

1,72C 

1 , 1 60

454

37

6-0 

592 

4H7 

452

4U5 

335 

261

112

37

32

Zl

21 

41 

41 

23 

IT

12 

8.2

4.5

3.8

4.3 

2.T 

2.C

151

2.C

«,3CO

9.7 

15

15 

32

37

29 

19

7.2

3.3 

2.5

1.6

1.3 

1.2 

1.2 

1.1

1.1

1.1

1.0

3.2

1.2

1.0 

.80.

6.93

,BC

412

.30 

.20 

.20

. 1*3

0 

0

0

.10

0 

0

c

c

o

.3f

.20

C

0 

0 

0

.eel

c

5.0

0

0

1

0 

0

0 

0

0

0

0 

0

0

0 

0 

1.7

.=>c

.60

.30 

.50

. 30

6.1

3.3 

2.4 

1.0

.90

D

56

1.1 

."50

.60 

.50 

.30

.10 

.?<1 

.30

.20

C 

C

0

C

0 

0 

p

0

c 

r

c

c

.50 

.80

.20

G

12

2 

3

4

5

8

*i

l^

11

12

13

14

15

16

le

21

it

24 

25

2o

27

2«

25

MAX

MIN

CFSM

IN.

:*,!

u

21

Id

b.fc

4.C

2.6

2.C

L.t

1.2

1.1

.0,

.9?

.7.

.30

.3C

.2)

.10

0

j

21

.01

.01

C

L,

C

c

0

c

^

. u

. u

. 0

1.

7.

5.

7.

7.0 

5.S

5.3

14

58

o5

 >!

65

0

.33

 C3

- 1

51

52

oC

31

?3

5L

407

371

2 C 5

i6i

,! *!

L25

206 

194

180

190

13C

10C

et,

7L

50

4b

3C

t^T

2J

. 4**

.56

17

18

2C

22

Zl

U

22

34

49

4 C

41

38

3<i

3B

28

19

32

i78

27a

253

229

215

IC1

Hi

17

.32

.37

73 

42

29

24

21

21

54

3to

6C4

1,650

1 ,58J

1.52'J

1,020

785

563

335

269

366

325

287

278

 

 

1,650

20

1.64

1.7C,

5C6

4h5

405

36fr

2p;

215

1«B

2o 1

2'. 1

287

2t =

237

2Cb

315

1SJ

137

71

1S4

325

261

?qO

5,720

e,2 '0

71

2.58

2. =7

3,2£C 

1.65C

1.C2C

78?

665

452

376

305

241

184

131

sr

63

5C

34

24

15

U

12

11

11

11<;.*

5,42r

-> .°

l. r<l

2.13

UN 0 

 UN 0

7.7

7.P

7.2

6.6

4.9

4.2

3.6

3.0

2.6

2.3

2.1

1.?

1.7

1.6

1.5

1.6 

1.6

1.3 

1.0

3.3 

3.8

4.3

4.5

5.6

0

3

1 5.8

13

1.3

.02

.02

6.9 

13

16

14

4.2

3.0

2.8

2.5

2.7

2.7

2.5

1.8

1.3

.70 

.40

.20 

.10

0 

0

0 

.10

.60

.70

.50

.30

.20

102.80

16

C

.01

.01

c

0

0

0

c

c

c

0

0

c

0

1.2

.1C

c

0

0

c 

c

c

0

c

0

c

c

0

"

1.30

1.2

0

.0001

.CC01

.4

.7

.5

.3

.2

.0

.90

.70

.50

.30

.20 

0

0 

.10

1.0

.60

!&G

1.8

2.6

2.4

2.1

1.7

28.00

2.6

0

.003

.004

2.5 

1.8

1.2

.90

.70

.30

.10

16

56

82

65

40

22

21

27 

22

18 

16

14 

22

53 

65

69

64

93

94

86

1,003.50

33.5 

°4

.10

.12

.14

040
RED RIVER BASIN

7-3710. Garrett Creek at Jonesboro, La.

Location.--Lat 32°13'55", long 92°43'35", In NE^NE^ sec.l, T.14 N., R.4 W., on left bank just downstream from bridge on State Highway 4, 0.3 mile southwest of Jonesboro town limits and 0.9 mile 

upstream from Little Dugdemona River.

Drainage area.--2.14 sq ml.

Records available.--October 1952 to September 1965.

Gage. Duplex water-stage recorder (rain gage and water stage combination), and concrete control 

since Aug. 31, 1965. Datum of gage Is 171.86 ft above mean sea level, datum of 1929, supplementary adjustment of 1941. Prior to Apr. 11, 1961, water-stage recorder at same site and datum.

Average discharge. 13 years, 2.46 cfs (1,780 acre-ft per year).

Extremes. Maxlmums and mlnlmums (discharge In cubic feet per second, gage height In feet). 

Annual maximum discharge (*) and peak discharges above base (300 cfs), water years 1961-65

Date

Mar. 17, 1961

Mar. 30, 1961

Dec. 9, 1961

Time

0330

1930

1430

Discharge

* 490

472

4OO

Gage

height

7.80

7.75

7.74

Date

Feb. 21, 1962

Apr. 11, 1962

Apr. 30, 1962

June 27, 1962

Time

1930

2300

2345

2230

Discharge

320

465

* 480

420

Gage 

height

6.89

7.44

7.52

7.30

Dabe

Apr. 24, 1964

Mar. 29, 1965

Time

1745

2030

Discharge

* 332

* 529

Gage 

height

7

7.35

8.02

nual minimum discharge, water year

Water year

1961 

1962

Date

Oct. 20-25, Oct. 31 to Nov. 8, 

I960, June 4-8, 1961 

(D)

Discharge

a 0.03 

.04

Water year

1963 

19S4 

1965

Date

Many days 

do.

Discharge

O 

0 

0

Minimum dally, 

b Ocb. 25 to Nov. 1, 1961, Sept. 22-25, 29, 30, 1962.

1952-65: Maximum discharge, 1,670 cfs Apr. 29, 1953 (gage height, 9.87 ft), from rating curve 

extended above 1,000 cfs; no flow at times In 1963-65.

Remarks. Records poor.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEHBER 1961

2

3

I

b

7

q

10

11

12

13

14

15

16

17

Id

IS

2C

21

22

23

24

25

26

27

28Z'J

30

31

MEAN

MAX

WIN

IN.

AC-FT

.04

.04

.u4

.03

.10

.06

.06 

.00

.Ob

,C">

 t 1;

.Cb

.06

,C5

.04

.04

.05

.04

.03

.C3

.03

,C3

.03

.03

.07

.U5

.05

.04

.04

,u3

.048

.U

.03

.03

3.0

 03

.03

.03

.1,3

.03

.0=1

.03 

.20

.06

.05

.05

.05

.05

.C4

.-o

 u&

.Ob

.04

.C6

.C?

5.9

l.C

 2G

.03

.L.5

.05

.1C

 10

.1C

_____

,2<?

5.9

.C3

.15

17

.10

.1C

.It

.1C

.20

.2C

3.5 

.90

1.5

1.4

.30

.20

.20

.40

.30

.20

.20

.10

.10

. 1C

.10

.1C

,09

.09

.09

.09

.09

l.C

.90

20

1.06

2C

.09

.57

65

2.3

.80

.6C

.40

.40

65

11 

2.3

1.1

.30

.70

4.3

1.3

1.3

.80

.70

.50

.70

.60

.40

.40

.30

56

9.0

2.3

1.3

1.1

1.0

1.0

1.0

5.49

65

.30

2.96

338

1EAN 1.39

1.0

1.4

1.2

.80

2.1

9.0

2.1 

1.2

1.0

.90

.90

.80

.60

.50

.60

26

11

3.5

78

28

13

3.9

2.3

2.3

1.7

1.4

2.3

 

__ . 

 

7.09

78

.50

3.45

394

MAX

1.3

.70

.50

2.1

2.5

9.2

1.7

1.0

.50

.50

.70

.50

.30

7.7

109

8.2

3.6

5.5

3.1

2.1

1.6

1.2

1.0

.80

13

45

4.2

55

16

9.93

1C9

.30

5.35

611

60 t

3.3

2.3

1.7

1.2

.90

.30

2.3

1.0

16

17

2.3

1.3

.90

.60

.50

.50

.50

.40

.30

.30

.30

.20

.20

.30

.20

.20

.20

.20

 

1.95

17

.20

1.02

116

UN .03

.80

2.5

.60

.30

.30

.30

.30

.20

.20

.20

.20

.30

.20

.20

.20

.20

.10

.10

.10

.20

.10

.10

.10

.09

.08

.06

.06

.05

.05

.29

2.5

.05

.16

18

CFSM

.04

.04

.04

.03

.03

.03

.04

.05

.04

.04

.04

.04

.05

.20

.50

1.0

7.3

4.5

.70

.40

.30

.20

6.3

2.3

.50

.30

.20

.20

 

.85

7.3

.03

.44

51

.65 IN

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

.20

36

1.3

.50

.30

.20

.20

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

1.37

36

.10

.74

85

8.81 1

.10

.09

.09

.10

.10

.10

.09

.09

.09

.10

.10

7.1

1.7

.30

.30

.20

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.39

7.1

.09

.21

24

C-FT 1,0

.10

.10

.20

.20

.20

.20

.20

.20

.20

8.8

44

1.2

.40

.30

.30

.20

.20

.20

.20

.20

.20

.20

.20

.20

.10

.20

.20

.40

 

1.99

44

.10

1.04

118

0 

to
RED RIVER BASIN

7-3710. Garrett Creek at Jonesboro, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATEk YEAR OCTOBER 1361 TO SEPTEMBER 1962

DAY

1

i

5

6

7

8

3

10

11

12

14

15

16

17

18

H

21

12

23

24

25

2b

27

2d

29

30

TOTAL 

MEAN

MAX 

HIM 

CFSW

IN.

AC-FT

<tt>

UCT.

.20

.30

.10

.10

.10

.09

 u9

.C3

.G'-i

.C8

.CB

.C8

. ce

.06

.Gb

.Go

.C-5

.C5

-L

.C

.0

.0

.0

 L

.0-.

.083

.04

.04

5.1

.55

NOV.

.04

.20

.50

.2C

.20

.20

.20

.20

.20

.20

.20

.50

.SO

.40

.30

.20

.20

.20

23

3.2

.70

.50

.40

.30

.2fi

.20

.10

.53

.60

DEC.

.20

.20

.2C

7.7

12

2.1

. 9u

77

6.6

32

12

42

7.8

21

93

11

4.1

1.8

1.6

1.3

1.2

1.1

l.C

.9C

.30

.BC

.8C

5.27

6.C7

JAN.

1.9

1.2

.90

27

3.9

2.3

1.7

1.3

1.2

.60

.80

12

10

3.7

2.3

9.6

5.9

2.6

2.3

5.4

5.1

 4.1

10

11

4.3

2.8

2.0

2.26

2.61

FEB.

1.1

l.C

.90

.80

.70

.60

.00

.50

.50

.50

.50

. 40

1.3

1.5

.80

12

5.4

34

12

5.4

3.3

2. 1

1.5

1.2

2.2

 

______

1.57

1.64

187

MAR.

2.2

1.3

1.1

.71

.tL

.60

11

15

13

5. I

2.2

 fiu

1.2

.St.

.hi

.6C

.5C

.70

.50

.5*

.5C

1.1

.7V,

.5C

 3u

.30

1.14

13'1

APR.

. 30

.20

.20

.20

.BC

.40

.4<j

.20

.20

31

43

1.4

.90

.7P

.50

. 50

.5C

.20

.2u

.20

.80

3.3

.80

20

5.4

1.2

26

2.23

2.4 =

HAY

<)7

4.5

2.3

1.5

1.2

1.1

1.1

1.0

.SO

.3f

.90

. 30

.60

.50

1.7

1.^

.80

.30

.30

.3C

.40

.40

.40

.40

.40

.80

.80

1.^2

2.21

252

JUNF

.80

1.2

.7c

.80

4.8

1.3

.80

.30

.31

1.7

.90

.20

.20

,2C

.20

12

3.2

.6C

.30

.20

.20

31

2.";

41

18

1.3

16

2.23

2.49

JULY

3.4

.90

.50

.30

.20

.10

.10

.08

.Ofl

.10

.1C

.lr

.10

.20

.10

.10

.1C

.20

.10

.10

.10

.10

.10

.10

.1C

.1C

.10

.27

.13

.1?

17

1. 34

AUG.

.10

.10

.10

.10

.1C

.10

.10

.10

.10

.Ofi

.06

.08

.08

.08

.08

.08

.OB

.10

.30

.40

.4C

.4C

,4C

.30

.3C

.60

,3C

.18

.08

.10

11

2.76

SEPT.

.20

.20

.20

.10

.20

.in

.10

.1C

.08

.08

.os

.Cfi

.06

.C6

.06

.06

.06

."4

.04

.C4

.04

.06

.06

.06

.C4

.C4

.057

.04 

.04

.05

5.2

.23

CFSK 1.63 IN 22.07 AC-FT 2,^20

tt Precipitation, In Inches, during month. Total for water year 1962, 49.97 inches.

OISCHAR&E, IN CUBIC FEET PER SECOND, WATER YEAR CCTDBEK 1962 TO SEPTEMBER 1?63

DAY

1

2

3 

4

5

0

7

8

9

1C

11

12

13

tt

15 

Ic

17

IH

IS

20

21

22

23

24

25

26

27

20

2-

30

31

MAX

MIN

CFSM

IN.

<tt>

OCT.

.-5

.1-5

.04

.l<4

.Ct

.1.4

.03 

.03

,L3

.1,3

.C3

..3

.1.5

.10

.1-

. iu

.7^

.1,0

...3

.- 3

.L3

.1.3

.1.3

. t,3

.C3

.1,3

. - 3

,7j

.L3

.C^

.04

2.93

NOV.

.C3

.L3

.J3

.t3

.^3

.03

.05

 CS

.-4

 i,^

.0^

.v,3

.04

1.2

. t 1 -

.1C

.30

. i'j .If-

* 0 - 

.1 H

.It

.!(..

,<.B

.t.~l

.1C

1.2

. L' 3

.07

.*b

3.88

QbC.

.05

.09

.05

. J«

.C9

.3°

.0°

.0«

.04

.06

.u8

.L7

.07

. C7

. ->7

.07

.08

.It

B L

^»

1.

. C

1.

2 B

. &

2.7

.17

.17

.24,

2.05

JAN.

.30

.3C

.20

.=>C

.80

.50

.30

.30

.30

.3C

.30

.30

.30

.30

.30

.30

.30

.30

.40

.33

.40

.4£

.30

.30

.30

.60

1.0

l.'u

.20

.18

.2C

1.15

FEB.

.60

4.2

1.3

1.3

.60

.5J

.4.,

.5;

4.7

1.9

l.S

.60

.4C

.30

5.4

7.4

2.2

1.3

.70

.50

.60

.5J

.5o

. 4C

.40

 

______

9.4

.30

.73

.83

3.38

MAR.

6.2

1.8

.60

l.t

1.2

.5C

.3C

.30

2.3

2.5

l.C

.4,.

.,0

.2 J

.2'.

.2?

.7 J

. ;ri

.10

.10

,lo

.1 J

.1-

.1-

.K>

.1.

.lj

.1-

S.Z

.lr

. 3b

.41

1.24

APR.

.10

.10

.1C

.21'

15

2.7

.70

.4L

.2b

.2C

.2C

.10

.10

.If

.10

.u

. ?0

.11"

.If

.1C

.2C

.10

.lr.

.10 .1-J

.1C

.1C

l 1^

.1C

.16

.40

3. 38

MAY

.0<5

.C8

 C8

.08

.C8

.08

.C8

.C8

.08

.C8

.08

.08

.08

.C8

.OS

.c c

.09

. 9

 OS

.09

.0 =

.00.

.0<5

.1C

.07

.05

.05

.10

.05

.04

.04

5.0

1.38

JUNE

.^5

.05

.05

.05

.05

.05

.05

.05

.03

j

0

n

0

0

0

0

n

n

r0

0

0

A

0

0

n

0

0

rJ

.05

C

.007

.COE 

1.0

1.63

JULY

C

C 

.01

C

C

0

.05

.12

.02

2.C

.20

.L7

.07 

.C7

.05

.05

.C3

.Cl

.c:

.=3

3.;

.3C.1(1

.£,7

4-8

2.5

.40

 2C

.30

4e

C

.! =

1.C2

9.92

AUG.

.20

.20

.10

.ir

.0^

.05

.07

.05 

.C5

.05

.05

.05

.05

.C8

.08 

.08

.08

.08

. 17

.CC

.08

.04

.07

.^4

 °-

.07

.C7

.C3

.02 .lr.

.07

2.26

.2C

.C2

.C3

.04 

4.5

.85

SEPT.

.04

.02

.Cl

C

12

1.9

.BO 

.60

. :K

.30

.20

.20

.20

.40 

.30

.30

.30

.30

.30

.20

.20

.7C

.20

,2C

.20

.20

.30

.30

.20

.20

20.87

12

.33

.36 

41

5.77

WAT YK 156J! TuTAL ZSd.t
RED RIVER BASIN

7

1'J

11 

U

13 

14

15

17

LB

11

27 

23

TOTAL

McAM

MIN 

CFSM 

IN. 

AC-FT

(tt)

. 1 j

:!'i

. L5

..7

.02

'.';,

.i.)

.07

, i

. 7

. 7 

.04

.1-5

..-4

tl:"

.2,

;:I

. 14 

It.

3.49

.io

.2L

.'.C

1. -

.4C

1. 1

.7L

. 50

i.7

3.bB

.5r 

.5C

4.4

8.2

;.:

l.a

lo 

15

.50

.20

 ^

16

2 L oo

:??

1.1

- -

.7 

".I

1.1

.bJ

.3J ,3il.tf

'"

 

.fl4

.43

4; 

1.90

1? 

11

,.1

.. e

i.:

14 

f .7

2.-: j

:l:

^

«i 5. IB

12 

1.2

l.i.

2'"

11 t 

14 

4. '

 =. -I

c .le 

7.45

.71

.a 1

.51

.40 

.4C

.2:

.If 

.-7

.- 5

.04

.02 

.02 

.OS

3.' 

7. J

.49 7.1-

3.3o

I'J2

. 1

.< 1

C

.01

1.3

1.73

6EP l"-t*

.1 )

 C5 

. 4

. !r 

.L 1

.ir

. i .'.1

1.5 

2. 11

3

r 

0

. 1

.1 1 

.< 1 

. 1 

.ri

.Cl

. i

.Cl

.1-14 

.3C

,C07 

2.06

.' I 

.ri 

.01

.01 

.Cl 

.01 

.01

.Cl

.: i

.Cl

.C2

.C2 

.1.2

.1

.08

.30 

.10

3.72 

.12

2.3

.r 1

.06

7.4

4. ^6

CftL ra l«6j: TbTAL .iH^.Jo MEAN .tab f\H 4P 1 IN C CFSf .31 I*, 4.21 AO-FT 4Bv 

HAT VI- 196*: TUTAL =7b.73 MeAN 1.85 WX 10n MHi .. CFSM .Pb IN 11.76 ftC-FT 1,34

tt Precipitation, in inches, during month. Total for calendar year 1063, 35.04 inches; total for water year 

1963-64, 38.67 inches. Note. --No gage-height record June 5 to Aug. 3.

1

2

5

4,

5

6

7

a

i

10

11

12

13

14

li

lo

17

19

IS

2U

21

<:2

23

24

25

27

29

MAX

MIN

CFSM 

IN.

AC-PT

<tt>

.C 7

. L6

.u5

. u4

.1.3

.03

.04

.04

 U4

.04

.C3

.03

.1.3

.C3

.Li

.C3

.UH

. Lt

.02

.C2

.U2

.C 1

.02

.02

.02

.01

.Cl

.01

.07 

.01

.01

1.7

0

,01

...1

.Cl

.01

.01

.1.2

. .5

. ^3

. j2

.^2

.11

.C3

.'-2

.02

.L2

,C2

.10

.03

.02

 -^

.Lt

.10

.C3

.02

'Jl

.01

1.8 

2.94

.-1

. Jl

. -2

. j4

.;/

.'^2

.01

.02

.02

It

6. 3

.So

.21.

.2C

. !(.

. 1C

.2C

1.2

.4L

1.2

1.0

.4u

. 3u

.20

.2<J

.10

. lu

.10

.01

.42

3.85

.10

.10

,2C

.4^

.20

.10

.1:

.10

.2C

.2r

.2C

.20

.10

.10

.10

.10

.10

.1C

.10

.10

.10

22

4.4

.9.0

.50

.20

.20

.10

.10

.46

2.63

.Id

.1;

.13

. U

.10

.ZJ

. zc

,6C

2

1

3

B c

.5

.80

.60

.70

1.5

,8J

.60

.4.1

.40

.40

,4'j

t.2

2.2

.70

______

 

.10

1.75

5.27

1.1

1.7

f e " 

 5 "

.4

B <,

, f

4. 1

1.2

1.2

1.1

.7.

.5 j

.40

!.»-

. Pw

.4 J .:-u

 3C

 20

.23 .2<:

.2C

3.6

104

77

.20

3.57

6.78

4. 1

?.b

1. J

.6"

.->e

. t '

. 41'

.40 .-!<-

. 2L

.1'

. 1^

.ir

. )7

.C7

 06

.06

.''7

. C7

. J7 ,-'e

 <"6

.06

-Oe

.C6

.24

.32

."t

.r t? ,{~ t*

.'5

.04

.l'3

.03

.03

.03

. r c

.C5

. u4

.04

.06

.C7

.07

.08

.1-8

.Cf

.c a

.08

.08

.CB

.08

.ce

.C7

.1C

.10

.03

.03

1. 58

,ct

.04

.03

.02

.C.I

.01

.Cl

0

2

c

f

r

0

0

0

G

.01

0

c

;

0

n

.01

.01

.01

0.23

0

.004

.46

0

.:i

0

c>

r

r

t

>~

C*

f

'

n

p

r

c

^

c

c

0

l

0

^

0

c

c

0

n

0

O.Cl

0

.cool

1.73

r

rn

f

t

r,

r

0

r

r

r

c

c

r

r

n

c

T'

rr

*~

0

2

r

r

c

0 

0

0 

0

0 

2.08

r

c

r

f

'

cf

c

(

.2r

.re

.0?

.C2

.02

.02

.01

.nl

.04

.04

.06

.04

l.fl

.50

.OH

.(16

.05

.03

.04

3.21

1.8

0

.05 

.06

6.4

4.65

tt Precipitation, in inches, during month. Total for calendar year 1964, 38.22 inches; total for water year

1964-65, 32.29 inches.
RED RIVER BASIN

7-3715. Bugdetnoria River near Jonesboro, La.

Location.--Lat 32°12'25", long 92°48'05", in SWf sec.8, T.14 N. , R.4 W., on left bank just down- 

 stream from bridge on State Highway 4, 200 ft downstream from Brush Greek, 1.5 miles downstream 

from McDonald Creek, and 6 miles southwest of Jonesboro.

Drainage area. 347 sq mi.

Records available. October 1938 to September 1957. Annual tnaximutns and gage heights only, November 

1957 to September 1965.

Gage.--Mater-stage recorder. Datum of gage is 116.53 ft above mean sea level, datum of 1929, supplementary adjustment of 1941. Prior to Nov. 29, 1938, staff gage at same site and datum.

Extremes. Maximum discharges for the water years 1958-65 are contained in the following table:

Water 

year

1958 

1959 

1960

Maximum

Date

May Z, 1958 

June 10, 1958 

Feb. 27, 1960 

Mar. 19, 1961

Discharge

a 11,400 

a 18,800 

a 2,780 

5,540

Qage height

a 16.43 

a 17.98 

a 12.91 

14.45

Water 

year

1962 

1963 

1964 

1965

Maximum

Date

Dec. 13, 1961 

Apr. 9, 1963 

Apr. 28, 1964 

Apr. 1, 1965

Discharge

6,820 

437 

3,150 

3,470

Gage height

14,95 

9.10 

13.14 

13.34

a Not previously published.

1938-65: Maximum gage height, 19.87 ft Jan. 1, 1945; minimum, 2.67 ft Sept. 26, 1955. 

1938-65: Maximum discharge, 30,600 cfs Jan. 1, 1945 (gage height, 19.87 ft); minimum unknown, 

1938-57: Minimum discharge observed, 0.4 cfs Aug. 31, 1954 (discharge measurement), but may 

have been less in September 1954.

Remarks.--Water used by paper mill at Hodge is pumped from wells and discharged into stream about 

7 miles above station. Part of effluent is discharged continually whenever mill Is operating, 

but that containing waste material is stored in a reservoir and released whenever river flow is 

sufficient to materially dilute it.

GAGE HEIGHT, IN FEET, AT 0800 HOURS, NOVEMBER 1957 TO SEPTEMBER 1958

DAY

1 

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16 

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT. NOV.

-

_

_

-

8.84

9.95

11.52

IS. 18

13.18

12.65

12.00

11.73

13.06

14.91

13.70

13.16

14.10

15.03

14.03

13.10

12.95

13.21

13.22

12.94

12.45

12.02

11.69

11.40

15.03

DEC.

11.08

10.77 

10.45

10.03

9.62

9.36

9.61

10.50

11.21

11.36

11.37

11.05

10.52

9.85

9.37

8.87

8.75

8.61

8.50

8.40

8.31

8.10

7.72

7.37

7.43

8.00

9.12

9.80

10.31

10.52

11.37

7.37

JAN.

10.42

9.29

8.70

8.28

7.95

7.80

7.74

7.68

7.53

7.30

7.19

8.00

9.33

9.88

10.75

10.50

9.94

9.47

10.51

11.95

12.48

12.48

11.95

11.40

10.90

10.38

9.84

9.45 

9.15

12.48

7.19

FEB.

8.91

8.35

8.00

7.71

8.48

8.98

_

_

-

_

9.LO

8.92

8.80

9.48

10.40

10.48

10.18

9.59

9.08

8.67

8.40

8.20

8.05

7.96

9.40

10.40

_ 

 

.

7.71

MAR.

10.97

10.97

10.21

9.S9

9.30

9.82

10.28

10.65

10.59

10.30

9.92

10.02

10.68

10.90

10.21

10.26

10.17

10.17

9.86

9.34

8.86

10.83

12.44

12.60

12.20

11.63

11.02

10.57

10.30

12.60

8.86

APR.

10.15

.57

.09

.70

.35

.93

.48

.05

.80

.83

.20

.23

.91

.81

.95

.80

.03

6.61

6.81

7.48

8.02

7.48

6.68

6.28

8.62

10.29

12.77

12.99

12.99

6.28

MAX

14.25

14.61

13.40

12.72

12.25

11.88

11.50

11.05

10.49

9.75

9.50

10.00

10.67

10.55

8.60

8.00

10.25

11.92

13.82

13.69

12.59

11.80

11.17

10.49

9.60

8.74

8.02

7.40

6.90

16.43

6.90

JUNE

6.48

5.78

5.60

5.42

5.38

5.33

5.94

7.60

6.68

5.63

5.15

4.82

4.61

4.46

10.12

12.88

12.00

11.09

10.07

9.03

8.89

8.96

8.64

7.62

7.60

8.70

9.00-

8.72

12.88

4.35

JULY

7.40

5.65

5.20

4.91

4.71

4.75

5. OS

6.20

8.40

8.51

8.13

10.70

13.48

12.28

11.32

10.22

8.89

7.42

6.46

5.82

0.44

5.12

4.00

2.98

2.05

1.23

10.33

9.08

7.91

6.91

15.12

4.71

AUG.

6.21

5.36

5.12

4.92

3.84

4.20

4.35

4.32

3.86

3.56

3.53

3.94

4.53

5.47

6.00

6.35

6.63

6.76

6.86

6.85

7.73

9.94

9.30

8.26

7.65

6.23

5.26

4.78

4.56

9.94

3.53

SEPT.

4.22

4.04 

3.78

4.11

4.76

5.36

5.77

6.06

6.26

6.36

6.53

8.75

9.52

8.99

7.89

gioo

11.12

11.76

12.57

15 67

14.95

13.95

12.95

12.16

11.48

10.88

10.18

9.28

8.60

15.67

3.78
RED RIVER BASIN

7-3715. Dugdemona River near Jonesboro, La.--Continued

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14 

15

IS

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

8.20

7.77

7.65

7.51

7.20

7.15

6.95

6.75

6.44

6.20

6.01

5.85

5.66

5.35

5.25

5.15

5.06

5.05

5.05

5.05

5.10

5.05

5.03

4.83

4.76

4.74

4.68

4.67

4.62

4.54

8. 2O

4.54

NOV.

4.45

4.45

4.48

4.55

5.47

6.17

6.53

6.75

6.85

6.91

6.95

6.97

6.94

7.05 

7.13

7.17

7.22

7.45

8.05

8.45

8.97

9.13

8.61

8.10

7.90

7.76

7.68

7.61

7.59

7.57

9.13

4.45

DEC.

7.53

7.60

7.60

7.60

7.59

7.58

7.55

7.51

7.48

7.41

7.40

7.40

7.40

7.39

7.38

7.38

7.37

7.34

7.33

7.34

7.35

7.32

7.33

7.35

7.33

7.36

7.40

7.39

7.38

7.38

7.60

7.32

JAN.

7.40

7.38

.38

.42

.45

.41

.40

.38

.38

.39

.47

.53

.52

.46

7.53

7.76

8.07

8.14

7.87

7.76

8.05

8.34

8.55

8.45

8.14

7.96

7.86

7.79

7.82

8.04

8.55

7.38

FEB.

8.36

8.71

9.32

9.74

10.08

10.36

10.35

10.15

9.63

9.17

9.28

9.51

9.54

9^.42

9.90

10.20

10.42

10.58

10.49

9.98

9.30

8.71

8.42

8.84

8.03

7.79

7.55

_- -

 

10.58

7.55

MAR.

7.36

7.21

7.13

7.24

8.12

9.86

10.68

10.87

0.99

1.02

0.90

1.30

1.59

1.30

1.03

0.49

9.86

9.20

8.72

9.88

10.90

11.16

10.87

10.35

9.80

10.38

10.79

10.60

10.12

9.29

11.59

7.13

APR.

8.84

8.79

8.72

8.57

8.12

7.62

7.27

7.03

7.10

7.31

9.07

9.22

9.37

9.35

8.81

8.10

9.11

10.66

13.10

13.58

13.58

13.07

12.44

11.89

11.32

10.73

9.95

9.13

8.47

13.58

7.03

MAY

7.88

7.32

6.90

6.59

6.30

6.11

5.95

5.70

5.50

5.31

5.20

5.40

8.09

6.46

5.92

5.52

5.19

4.98

4.84

5.50

6.79

7.54

7.74

8.02

8.72

8.65

8.70

8.10

6.99

6.60

8.72

4.84

JUNE

6.55

8.09

8.49

8.00

7.70

8.17

8.65

8.79

4.90

7.90

5.18

3.11

2.08 

1.48

0.94

10.40

9.70

8.69

7.81

7.01

6.42

5.98

5.79

7.52

7.97

8.29

8.00

6.88

5.95

5.47

17.90

5.47

JULY

5.12

5.58

5.52

4.95

4.71

4.47

4.18

4.08

4.06

4.10

4.39

4.16

4.00 

4.24

4.40

5.87

6.59

6.78

6.80

6.87

6.88

6.88

6.81

6.79

6.75

6.80

6.85

6.88

7.18

7.17

7.18

4.00

AUG.

6.98

6.90

6.80

6.74

6.70

6.71

6.71

6.70

6.70

6.70

6.70

6.69

6.68 

6.67

6.68

6.65

6.63

6.59

6.57

6.78

6.88

6.87

6.83

6.78

6.78

6.78

6.81

6.84

6.92

6.96

7.00

6.57

SEPT.

6.99

6.95

6.89

6.88

6.88

6.87

6.88

6,95

7.04

7.01

6.97

-

~_

-

-

-

-

-

"

-

-

-

-

~

-

-

-

-

6.48

-

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1959 TO SEPTEMBER 1960

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

6.44

6.40

6.39

6.34

7.33

6.39

6.39

6.40

6.40

6.40

6.43

6.50

6.57

6.82

6.90

7.02

7.10

7.09

6.99

6.89

6.80

6.78

6.72

6.70

6.70

6.70

6.70

6.70

6.70

6.70

6.70

7.33

6.34

NOV.

6.70

6.72

6.72

6.80

7.02

8.09

8.88

9.00

8.19

7.57

7.31

7.21

7.14

7.14

7.19

7.23

7.50

7.67

7.60

7.48

7.37

7.30

7.26

7.21

7.19

7.14

7.14

7.15

7.14

7.20

9.00

6.70

DEC.

7.18

7.18

.17

.17

.20

.20

.20

.20

.19

.19

7.20

7.31

7.62

8.27

8.28

8.04

9.13

9.76

10.12

10.30

10.36

10.23

9.60

_

-

_

_

_

7.60

8.10

8.23

10.36

7.17

JAN.

7.80

7.53

7.54

7.86

7.81

8.77

9.53

9.98

10.23

10.29

9.97

9.35

8.80

8.49

8.37

8.97

9.72

10.60

11.01

11.02

11.03

10.87

10.28

9.63

9.08

8.58

8.38

8.32

9.16

10.18

10.71

11.03

7.53

FEB.

10.88

10.89

10.36

10.28

10.80

11.30

11 .58

11.58

11.28

10.80

10.25

9.64

9.16

8.80

8.71

8.82

8.95

9.10

9.40

9.58

9.84

0.44

0.86

1.05

1.94

2.67

2.90

2.75

2.10

12. 9O

8.71

MAR.

1.50

1.32

1.58

1.85

2.10

2.08

1.63

1.21

0.80

10.40

10.03

9.71

9.43

9.15

9.70

10.50

10.84

10.97

11.00

10.65

10.10

9.51

9.03

8.70

8.48

8.36

8.24

8.10

8.00

7.96

7.85

12.10

7.85

APR.

8.15

8.28

7.79

7.38

7.08

6.82

6.60

6.40

6.29

6.25

6.13

6.12

6.10

5.90

5.75

5.66

5.57

5.46

5.32

5.20

5.03

5.00

6.62

7.60

6.85

5.88

5.41

6.24

6.56

6.09

8.28

5.00

MAY

5.79

6.02

6.29

5.70

5.38

6.21

9.1O

9.87

10.59

10.49

9.32

7.84

6.68

5.92

5.53

5.32

5.15

5.02

4.93

4.78

4.75

4.70

4.60

4.57

4.50

4.43

4.32

4.20

4.12

4.08

4.03

10.59

4.03

JUNE

.

-

4.39

5.09

5.54

5.83

6.01

6.20

6.21

6.20

6.20

6.44

6.75

6.72

6.70

6.70

6.79

6.79

6.78

6.75

6.74

6.70

6.67

6.63

6.63

6.70

6.75

6.88

7.26

7.51

7.51

JULY

7.24

7.00

6.85

6.77

6.70

6.64

6.56

6.50

6.45

6.40

6.35

6.30

6.23

6.19

6.20

6.39

6.46

6.49

6.60

7.32

7.48

7.12

6.95

6.85

6.75

6.67

6.64

6.62

6.53

6.49

7.48

6.19

AUG.

6.19

6.08

6.00

5.92

5.82

5.80

5.84

5.89

5.92

5.98

6.10

6.12

6.18

6.20

6.26

6.31

6.40

6.52

6.77

6.82

6.82

6.84

6.82

6.82

7.08

7.42

7.28

7.10

7.00

7.10

7.00

7.42

5.80

SEPT.

6.90

6.83

6.79

6.78

6.76

6.70

6.61

6.56

6.52

6.50

6.50

6.52

6.55

6.59

6.54

6.48

6.43

6.45

6.45

6.45

6.44

6.41

6.40

6.37

6.29

6.25

6.19

6.15

6.1O

6.08

6.90

6.08
RED RIVER BASIN

7-3715. jemona River near Jonesboro, La. Continued

GAGE HEIGHT, IN FEET, AT 08OO HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

12 

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX 

MIN

OCT.

6.08

6.05

6.00

5.99

6.00

6.00

6.10

6.23

6.38

6.50

6.60 

6.60

6.60

6.58

6.50

6.50

6.42

6.40

6.36

6.32

6.30

6.28

6.26

6.27

6.30

6.32

6.32

6.34

6.40

6.45

6.60 

5.99

NOV.

6.52

6.55

6.58

6.60

6.60

6.60

6.62

6.63

6.64

6.70

6.70 

6.70

6.72

6.78

6.82

6.84

6.85

6.86

6.89

6.99

7.10

7.18

7.18

7.15

5.78

5.40

5.12

4.82

4.60

7.18 

4.60

DEC.

4.50

4.48

4.46

4.47

4.54

4.57

4.56

4.63

5.30

7.28

8.74 

8.88

8.90

8.92

8.88

8.48

8.06

7.70

7.20

6.70

6.36

6.18

6.02

5.87

5.60

5.42

5.38

5 . 38

5.82

6.77

8.92 

4.46

JAN.

9.02

9.58

9.86

10.05

10.06

9.68

9.20

10.20

11.20

11.55

11.48 

11.28

10.98

10.58

10.20

9. -95

9.65

9.28

8.90

8.55

8.22

7.90

7.60

9.78

10.69

11.13

11.13

loles

10.06

7.60

FEB.

9.48

9.12

8. '9 7

8.83

8.84

8.83

8.77

9.11

9.37

9.45

8.95 

8.55

9.21

7.89

7.65

8.07

9.72

10.72

11.12

12.44

13.46

13.94

13.40

12.68

12.13

11.72

11.45

7.65

MAR.

11.18

10.90

10.63

10.34

9.99

10.01

10.45

11.01

11.62

11.55

10.95 

10.50

10.09

9.89

9.65

10.35

13.19

14.37

13.95

13.13

12.55

12.07

11.68

11.24

10.80

10.65

12.16

13.35

13.10

13. 5c.

9.65

APR.

14.19

13.62

2.78

2.04

1.46

0.98

0.49

9.91

9.59

9.62

10.80 

11.33

11.19

10.90

10.46

9.80

9.17

8.52

8.00

7.68

7.35

7.05

6.73

6.46

6.26

6.95

7.04

6 .84

6.44

6.26

MAY

6.14

6.36

7.94

8.94

9.30

9.13

8.08

7.10

6.61

6.48

6.64 

5.92

5.46

5.31

7.84

9.20

9.22

8.32

6.96

6.01

5.53

5.29

5.30

5.11

4.92

4.74

4.65

4.74

4.73

4.58

JUNE

4.46

4.36

4.26

4.19

3.98

3.77

3.65

3.60

3.57

3.65

3.80 

3.86

3.92

4.41

4.41

4.28

5.17

7.72

9.24

10.24

11.28

11.36

11.13

 10 . 61

10.74

10.81

10.47

9.97

9.12

3.57

JULY

8.00

6.82

6.26

6.99

6.70

6.70

7.24

6.31

5.67

6.68

9.00 

8.25

6.93

6.28

6.09

9.18

10.40

12.02

12.00

11.43

10.68

9.50

8.19

"

-

-

-

_

AUG.

-

-

-

-

"

-

-

-

-

_

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

_

SEPT.

4.29

4.10

4.10

4.04

4.00

3.93

4.06

4.20

5.12

4.05 

4.08

4.00 

7.00

9.99

10.57

10.70

11.15

10.91

10.16

8.85

7.53

6.41

5.82

5.49

5.27

5.07

4.90

4.75

4.63

4.48

3.93

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

i

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19 

20

21

22

23 

24

25

26

27

28

29

30 

31

MAX 

MIN

OCT.

4.66

4.79

4.63

4.51

4.41

4.67

4.82

4.68

4.50

4.43

4.42

4.38

4.30

4.24

4.02

3.78

3.74

3,77

3.69 

3 .58

3.53

3.49

3.69

3.81

3.83

3.86

3.84

3.80

3.79

3.79 

3.78

4.82 

3.49

NOV.

3.77

3.71

3.70

3.78

4.10

4.55

4.82

4.74

4.58

4.47

4.42

4.47

4.79

6.18

7.30

7.12

6.62

6.46

6.77 

6.59

6.10

5.81

6.45

8.19

8.48

8.50

8.15

7.36

6.70

6.35

8.50 

3.70

DEC.

6.21

6.30

5.81

5.48

5.48

6.99

8.93

9.52

9.93

12.40

14.16

14.86

14.95

14.44

14.06

14.14

13.71

14.24

14.94

13.08

12.26

11.66

11.24

10.84

10.42

9.93

9.57

9.30

9.07 

8.85

5.48

JAN.

8.97

9.34

9.69

10.15

10.55

10.93

11.25

11.43

11.38

11.80

10.58

9.93

9.50

9.21

10.05

11.15

12.02

12.08

11.90

11.44

11.30

11.16

11.02

10.95

1O.9O

11.20

11.43

11.68

12.02 

11.91

8.97

FEB.

11.45

11.01

10.60

10.15

9.80

9.50

9.24

9.01

8.81

8.64

8.48

8.30

8.08

7.90

7.80

8.40

9.11

9.36

9.83

10.43

11.43

11.61

11.36

10.96

10.68

10.55

10.32

_ ___

 

7.80

MAR.

10.32

10.28

10.33

10.36

10.10

9.63

9.22

8.85

9.65

10.84

12.22

12.52

12.00

11.36

10.87

10.33

9.93

9.62

9.29 

9.00

8.76

8.62

8.54

8.50

8.29

8.05

7.87

7.60

7.29

7.09 

7.15

7.09

APR.

9.10

9.69

9.91

9.38

8.56

8.22

8.59

9.10

9.31

9.16

8.72

10.73

13.64

14.10

12.79

11.91

11.24

10.64

9.90

8.92

8.46

7.89

7.56

8.75

1O.22

11.17

11.70

12.22

12.00

7.56

MAY

12.60

14.15

14.19

13.00

12.04

11.30

10.71

10.00

9.17

8.46

7.73

7.17

6.70

6.34

6.05

5.85

5.59

5.39

5.52

5.04

4.90

4.67

4.53

4.49

5.30

5.91

6.21

6.36

6.46 

6. 57

4.49

JUNE

6.67

7.04

7.43

7.47

7.57

8.40

9.39

9.40

8.46

7.78

8.05

8.52

8.52

8.13

7.60

7.27

7.06

6.93

8.73

9.30 

8.71

7.46

6.30

5.33

4.89

8.04

7.12

6.51

8.74

8.14

4.89

JULY

7.88

7.70

6.80

5.73

5.16

4.72

4.44

4.21

4.02

3.99

3.68

3.59

3.45

3.38

3.31

3.26

3.35

3.48

3.56

3.41 

3.83

3.97

3.99

4.28

5.15

5.58

5.90

6.09

6.19

6.23

3.26

AUG.

6.24

6.17

6.13

6.09

6.09

6.16

6.18

6.20

6.22

6.24

6.20

6.15

6.08

5.99

5.95

5.90

5.90

5.93

6.00

6.06 

6.08

6.19

6.31

6.34

6.33

6.38

6.39

6.39

6.39

6.50

5.90

SEPT.

6.46

6.40

6.39

6.38

6.38

6.34

6.32

6.30

6.29

6.29

6.28

6.29

6.29

6.30

6.32

6.34

6.36

6.32

6.30

6.30 

6.28

6.26

6.26

6.26

6.23

6.20

6.20

6.20

6.20

6.22

6.46 

6.20
914 RED RIVER BASIH

7-3715. Dugdemona River near Jonesboro, La. Continued

GAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18 

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

6.22

6.22

6.21

6.20

6.21

6.23

6.23

6.23

6.22

6.22

6.23

6.25

6.25

6.26

6.26

6.24

6.28

6.29

6 .26 

6.23

6.38

6.38

6.37

6.32

6.30

6.28

6.27

6.26

6 . 25

6 .25

6 . 25

6.38

6.20

NOV.

6.24

6 22

6.22

6.24

6.28

6.27

6.27

6.28

6.30

6.30

6.30

6.31

6.32

6.31

6.30

6.30

6.30

6.57

6.61 

6.61

6.66

6.68

6.65

6.62

6.61

6.58

6.54

6.48

6.45

6.43

6.68

6.22

DEC.

6.42

6.40

6.41

6.41

6.41

6.39

6.37

6.37

6.36

6.37

6.34

6.32

6.31

6.31

6.30

6.30

6.30

6.14

3.71

3.74

3.82

3.89

3.99

4.39

4.40

4.34

4.60

4.65

4.62

4.41

6.42

3.71

JAN.

4.29

4.30

4.19

4.03

3.96

4.09

4.33

4.28

4.46

-

_

_

-

-

-

_

_

-

-

.

_

_

_

-

.

_

_

4.34

.

FEB.

4.36

4.34

4.56

4.84

4.74

4.76

4.58

4.46

4.36

4.36

4.40

4.58

4.56

4.61

4.68

4.84

5.06

4.79

4 95

e!os

5.85

6.20

6.05

5.55

5.27

5.13

6.27

7.68

7.68

4.34

MAR.

7.08

7.32

7.39

7.40

7.32

7.28

7.19

7.06

6.91

6.91

6.83

7.03

7.82

8.54

8.70

8.44

7.94

7.60

7.34 

7.14

6.94

6.84

6.81

6.63

6.43

6.39

6.33

6.31

6.31

6 . 32

8.70

6.28

APR.

6.17

6.10

6.04

5.98

5.95

6.31

8.05

8.93

9.09

8.89

8.03

6.96

6.10

5.67

5.32

5.04

4.80

4.66

4.64 

4.52

5.36

6.05

6.32

6.53

6.62

6.63

6.65

6.63

D . DO

6 .72

9.09

4.52

MAY

6.72

6 72

6.74

6.77

6.73

6.67

6.62

6.62

6.60

6.58

6.55

6.54

6.53

6.52

6.52

6.50

6.49

6.49

6.49 

6.48

6.48

6.48

6.46

6.43

6.43

6.43

6.42

6.48

6.57

6 .58

6.59

6.77

6.42

JUNE

6.52

6.50

6.49

'6 49

6.49

6.48

6.48

6.49

6.49

6.49

6.45

6.42

6.42

6.42

6.45

6.45

6.47

6.50

6.55 

6.58

6.58

6.58

6.58

6.55

6.72

6.72

6.70

6.64

6.61

6.71

6.72

6.42

JULY

6.62

6.58

6.51

6.48

6.50

6.60

6.54

6.44

6.48

6.67

6.62

6.58

6.97

7.08

6.80

6.59

6.52

6.48 

6.44

6.42

6.43

6.43

6.64

6.92

7.19

7.22

7.92

7.68

8.12

7.50

/ .08

8.12

6.42

AUG.

6.77

6.64

6.69

6.68

6.57

6.49

6.46

6.41

6.42

6.46

6.46

6. '44

6.42

6.41

6.41

6.41

6.42

6.42

6.43 

6.44

6.50

6.60

6.60

6.58

6.56

6.52

6.50

6.49

6.46

6.45

6.46

6.77

6.41

SEPT.

6.46

6.47

6.46

6.46

6.42

7.19

7.29

7.04

6.85

6.72

6.66

6.60

6.58

6.59

6.60

6.60

6.61

6.62 

6.63

6.61

6.57

6.49

6.40

6.32

6.26

6.20

6.14

e.20

6.38

6.47

7.29

6.14

GAGE HEIGHT, IN FEET, AT 0600 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

21

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

6.45

6.42

6.49

6.63

6.70

6.73

6.75

6.75

6.75

6.75

6.75

6.74

6.69

6.65

6 61

6.60

6.60

6.59

6.58

6.58

6.58

b.57

(. .57

6.56

6 .56

6.56

b 56

6.59

6.60

6.60 

6.57

6,75

6.42

NOV.

6.57

6.60

6.65

6. '75

6.77

6.78

6.76

6.77

6. 78

6.78

6.77

6.75

6.75

6.75

6 75

6.75

5.76

6 .78

6 79

6 84

6.88

6 99

7.00

7 00

6.97

6.95

6.94

7.07

7. 1C

7.10

7,10

6,57

DEC.

7.08

7.07

-

-

-

_

-

-

-

-

_

_

_

7.40

7.39

7.42

-

-

_

-

-

_

-

_

_

_

_

-

JAN.

_

_

-

-

-

_

-

-

-

-

_

_

_

_

-

_

-

-

_

-

_

-

_

_

-

_

_

7.48

7.47

_

FEB.

_

_

-

-

-

_

-

-

-

-

_

_

-

_

-

-

-

-

_

a. IB

8.05

7.90

7.87

7 70

7.75

7.83

7.90

7.90

7.90

 

_

MAR.

7.81

8.32

9.86

10.56

10.71

10.69

10.37

9.89

9.25

8.84

8.77

8.71

8.72

8.48

8.20

8.40

8.38

8.56

8.38

8.68

B.89

8.91

8.87

8 38

7.68

7.27

7.07

6.85

6.66

6.44

10.71

6.18

APR.

5.94

5.79

5.69

5.63

5.53

9.13

10.06

10.51

10.39

10.18

10.04

9.69

9.14

9.20

9.19

8.86

8.41

7.69

7.12

6.99

6.25

6.77

6.41

6.84

9 42

12.35

IE. 79

13 12

12.67

12.28

13.12

5.53

MAY

11.74

11.20

10.56

9.81

9.06

8.12

7.08

6.30

5.81

5.48

5.24

5.01

4.88

5.02

5.23

4.89

4.53

4. '26

4.01

3 89

3.78

3 69

3.60

3 54

i.49

3 45

3 42

3.40

3.39

3.41 

4.01

11.74

3.39

JUNE

6.85

7.06

E.90

5.37

4.73

4.33

3.99

3.79

3.67

3.58

5.51

3.48

3.40

3 35

3.30

3.26

3.34

3.29

3.27

3 . C4

5.22

3.21

3 20

3 28

3 25

3,22

i 20

3.40

3.50

3.70

7.06

i.20

JULY

4.27

3.93

3.77

3.74

3.73

3.70

3.61

3.51

3.48

3.41

3.32

3.23

3.26

3.45

5.31

3.17

3.20

3.50

3 54

3 56

6.55

i.54

3 60

3.86

4.09

3.90

i.77

3.76

3.71

3.70

4.27

3.17

AUG.

3.64

3.60

3.60

3.59

3.57

3.52

3.48

3.52

3.57

3.59

3.62

3.64

i,6l

3,59

3.63

3.71

3.86

3,81

3.98

4 U4

3.87

3.76

3.74

3 72

3.66

3.73

4.22

4.26

3 80

3.69

4.26

3 48

SEPT.

3.86

3.67

3.57

3.60

3.62

3.63

3.55

_

-

3.67

3.69

3.67

3.61

3.58

3.60

3.74

4 16

4.04

3.81

3.74

4 07

3.96

4 21

4 34

4.05

3.85

3.97

4.27

4.30

4 34
RED RIVER BASIN

7-3715. Dugdemona River near Jonestoro, La .--Continued

HEIGHT, IN FEET, AT 0800 HOURS., WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26 

27

28 

29

30 

31

MAX

MM

OCT.

4.26

4.23

4.12

3.92

3.77

3.70

3.97

3.72

3.68

3.69

3.66

3.67

3.61

3.61

3.67

3.74

3.86

3.85

3.75

3.68

3.65

3.72

3.78

3.79

3.79

3.78

3.72

s'.B5

3 .82

4.26

3.61

NOV.

3.80

3.80

3.82

3.83

3.82

3.89

4.04

4.37

4.17

3.95

3.88

3.89

3.97

4.08

4.06

4.01

3.99

3.94

4.02

4.21

4.21

4.06

3.91

3.88

3.93

3.96

4.25

4.53

4.79

3.80

DEC.

4.29

4.30

4.37

4.43

4.36

4.24

4.12

4.08

4.18

4.30

5.20

5.92

6.09

6.28

5.89

5.29

4.85

4.83

4.84

4.78

5.16

5.35

5.20

5.16

4.97

4.86

4.51

4. 42

4.39

6.28

4.08

JAN.

4.38

4.33

4.31

.37

.36

.35

.37

.53

4.57

4.62

4.59

4.51

4.50

4.65

4.69

4.63

4.56

4.49

4.45

4.47

4.50

4.49

6.03

7.69

8.12

8.12

6.75

5.72

5.45

8.12

4.31

FEB.

5.26

5.14

5.01

4.90

4.86

4.81

4.86

5.08

5.24

7.67

9.40

10,43

11.17

11.30

11.12

10.80

10.19

9.41

8.91

8.58

8.17

7.68

7.23

7.01

7.76

8.48

9.09

 

11.30

4.81

MAR.

8.94

8.61

8.25

7.86

7.53

7.27

7.00

6.79

6.57

6.51

6.75

6.95

7.36

7.37

7.17

6.99

6.82

7.61

7.97

7.82

7.37

6.80

6.35

6.17

6.11

6.64

9.48

10.99

13.00

13.00

6.11

APR.

3.34

3.07

2.61

1.93

1.40

0.87

0.24

9.52

9.03

8.61

8.22

7.78

7.35

6.91

6.55

6.19

5.69

5.39

5.16

5.02

5.34

5.68

5.85

5.43

5.08

4.86

4.59

4.53

13.34

4.48

MAY

4.45

4.27

4.03

3.83

3.73

3.68

3.62

3.59

3.78

3.84

3.84

3.78

3.73

3.54

3.46

3.77

3.74

3.64

3.->&

3.75

3.64

3.51

3.43

3.39

3.38

3.40

3.39

3.58

4.18

4.45

3.38

JUNE

4.83

4.60

4.13

3.76

3.57

3.44

3.35

3.31

3.23

3.18

3.17

3.16

3.17

3.18

3.27

3.42

3.51

3.60

3.51

3.41

3.35

3.31

3.27

3.26

3.51

3.74

3.72

3.B6

4.83

3.16

JULY

3.9S

3.91

3.90

3.77

3.69

3.64

3.57

3.59

3.58

3.56

3.57

3.61

3.96

3.86

3.7.6

3.71

3.73

3.73

3.74

3.75

3.7E

4.03

4.61

5.04

5.35

5.58

6.00

6.20

6.27

6.27

5.56

1 

AUG.

6.33

6.36

6.42

6.44

6.46

6.52

6.63

6.72

6.77

6.77

6.77

6.76

6.80

6.84

6.85

6.84

6.83

6.82

6.78

6.76

6.75

6.76

6.76

6.78

6. BO

6.80

6.78 

6.76

£.90

6.90

6.33

" 

SEPT.

6.84

6.80

6. B

6. 6

6. 4

6. 2

6 . ti

6.65

6.63

6.61

6.98

7.16

7.16

7.13

7.11

7.10

7.06

7.02

6.96

6.94

6.95

7.3U

7.33

7.42

T.52

7.b2

7.48 

7.35

7.26

7.82

6.61
RED RIVER BASIN

7-3720. Dugdemona River near Winnfield, La.

Location.--Lat 31°58'30", long 92°39'10", on line between seos.34 and 35, T.12 N. , R.3 tf., on right 

 tank just downstream from bridge on U.S. Highway 167, 300 ft upstream from Chicago, Rock Island

& Pacific Railroad Co. bridge, 2,4 miles downstream from Kyiaies Creek, and 3.5 miles north of

Winnfield.

Drainage area. 654 sq mi.

Records available. April 1939 to September 1965.

Gage. Digital water-stage recorder. Datum of gage is 81.14 ft above mean sea level (Louisiana 

"(Teodetic Survey bench mark). Prior to Dec. 19, 1950, wire-weight gage and Dec. 19, 1950, to 

May 25, 1964, graphic water-stage recorder, at same site and datum.

Average discharge. 26 years, 731 cfs (529,200 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961 

1962 

1963 

1964 

1965

Date

Apr. 1, 961 

Dec. 15, 9, 1961 

Apr. 9, 963 

May 1, 964 

Apr. 1. 965

Maximum

Discharge 

(efsf

10,000 

10,000 

547 

3,530 

5,170

Qage height 

(feet)

18.99 

a 19.05 

8. 27 

16.02 

17.01

Date

Oct. 8, 1960 

Aug. 15, 1962 

June 16, 1963 

July 2, 3, 22, 23 

Aug. 12-14, 1965

Minimum

Discharge 

(cfs}

4.0 

2.3 

2.5 

3.3 

.50

Qage height 

(feet)

.55 

.33

.57 

.48 

.17

a Occurred Dec. 19, 1961.

1939-65: Maximum discharge, 27,100 cfs May 19, 1953 (gage height, 23.78 ft); no flow at times 

in 1947, 1954, 1956-57 (result of temporary regulation).

Remarks. Records fair. Water used by paper mill at Hodge is pumped from wells and discharged into 

stream about 30 miles above station. Part of effluent is discharged continually whenever mill 

is operating, but that containing waste material is stored in a reservoir and released when 

river flow is sufficient to materially dilute it.

Revisions (water years). WSP 1341: Drainage area. WSP 1391: 1939-41.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

4

6

a

10

11

13

15

It, 

17 

13

20

22 

23

25

26 

27

28 

29 

30 

31

MAX 

MIN 

AC-FT

9.0 

7.8

6.0

4.8

4.2

4.8 

5.0

6.0

7.5

11 

3

3

3

1 

0

0.0

8.7 

8.1

7.2 

7.2 

7.8 

7.5

14 

4.2 

497

7.8 

8.7

.9

.6

.9

1 

16

22

22

22

20 

20

24

33 

37

72

93 

93

96 

111

99

111 

7.8 

2,020

78

64

4b

40

80 

123

229

1

> 350

^

> -250

J

40 

12,460

1

J

1,440 

1,440

,350

,480 

,440

828 

695

1,180

.480 

,620

,690

,580 

,440

,690 

72,870

,380 

,320

,180

1,110 

996

788

593 

704

I

) 3,500

ZZT

593 

97,600

1,480

1,380 

1,760

6,910 

5,360

3,210

3,660 

8,120

8,120 

169,400

9,700 

8,870

6,010

1,480 

1.350

1,810

2,060

1.95C 

1.770

731

533

291

181

9,700 

164 

134,300

213 

291

360

370 

273

156

136

111

88

300 

229

93

47 

43

403 

43 

12,940

42 

40

33

16 

16

18

23

24 

32

414 

436

562

996

1,040 

16 

16,830

952

868

547

189

291

340

246

320

320 

291

650 

974

1,320

310 

300

1,320 

185 

31,430

246 

282

? 5n

330

340 

300

221

146

156 

I Of

1B9 

320

300

102 

88 

75 

64

425 

64 

15,720

SEPT.

55 

52

40

28

26 

?7

663

1.23C

1.13O 

996 

868

828

868 

769

360

82 

70 

62

405 

1,230 

26 

24,070

CAL YR 1960: TOTAL 145,730.2
RED RIVER BASIN

7-3720. Dugdemona River near Wlnnfield, La.--Continued

CISLHARGE, IN CUBIC FEET PER SECLJND, WATEt* YtAK OCTOBER 1161 TO SEPTEMBER 1962

^

1,

11

13 

14

18 

19

22

2t 

27

28 

3,

MEAN 

MAX 

WIN

58

5;

53 

51

48 

42

37

2L

17

16

IS

H 

21

23

 

o4 

15

ll

J,

64 

72

73

U5

213

4 --

33C

125

L,2jt

2,32r 

7.53C

3, 7 ilC

9,14<,

1G.IOC

7,141-

1,250

828

1 f 58P,

1,440 

lt35C

1,770

2,7CC

2,400 

2,330

2,120

848

519

453

731

368

1,480

_____

1.9U

1,110

1,580

1,950

1,520

883

350

255 

264

533

1.481- 

1.4SC

2.48C

1.28C

1,020

1.24C

6,910 

8,100

1.62C

996 

695 

425

114

90

82

22

8,100 

1«

32

48 

78

150

340

392 

320 

264

383

310 

340

237

320

456 

19

381 

350 

232

164 

111

44

2° 

25 

22

?0

14 

15

16 

12

B.4

381 

6.2

4.4 

3.8 

3.4

3.0 

4.2

4.2 

3.6

3.2

2.e

2.7 

2.5

2.4

2.7 

2.9

2.7 

2.9

5.2

4.6 

3.8

3.2

6.8 

16

18

2.3

27 

29 

25

30

15 

15

14 

15

13

13 

13 

15

17

54 

35

13 

11

9.6

9.9

10

10 

9.9 

9.3

54 

9.3

uISCHAKGEi IN CUBIC FfET PER SECOND, UATEti YEAR OCTOBER 1962 TO SEPTEMBER 1963

OnY

1

2

5

7 

3

U 

11 

13 

15

18 

IS

21 

22 

23 

24 

25

2b

27 

2B 

29

31

TOTAL 

MEAN 

MAX

MIN

OCT.

fc.7 

7.B 

7.5 

7.5 

7.5

7. a

7.8 

8.1 

8.1 

8.1

d.4 

8.4 

6.4 

3.4

9.0

». 5

1

5

8

1

0

7 

b 

4 

3

21 

7.5

NUV.

12 

12 

12 

11 

11

10 

10

It

13 

13 

14

14 

14

oO

ac

80

BO 

60 

5P

5C

48

_____

10

OEC.

40

36

2t

25 

24

23

2C

17 

Ib 

15 

16

16

15

16

29 

51 

43

37

46 

o2

108

111

15

JAN.

108

75

6C 

53

49 

46 

45

48

48 

48 

46

40

35

34

35

35 

38 

3° 

3°

39 

38

38

5?

33

FfcB.

62

70

82 

83 

62

68

60 

68 

85

88

82

237

264 

282

255 

221 

205

193 

167

 

______

60

MAR.

1?9

264 

291

310

2b2

1B-J

350 

36: 

330

291

33C

273

213 

160 

12 = 

111

s:

66

50

3 5,

APR.

56

51 

47

156 

392 

493

519

45S 

447 

436

174

82 

70 

63

56 

53 

45 

31 

21

17 

18

28

 

17

MAY

37

29 

27

26 

26 

24

21

20 

18 

16

12

9.6 

9.0 

8.7

8.4

9.0 

8.7 

7.5 

7.2

6.5 

6.5 

8.7

8.1

8.4

6.5

JUNE

5.9 

9.3 

8.4 

7.5

5.5 

4.6 

4.2 

3.6 

3.4

3.0 

2.9 

2.4 

2.3 

2.6

2.6 

3.4 

3.2 

3.2 

3.4

4.0 

8.7 

10 

11 

13

13 

18

28 

26

 

2.6

JULY

16 

18 

34 

41

2" 

15 

11 

13 

14

16 

43 

62 

53 

90

108 

75 

50 

28 

23

17 

13 

12 

12 

17

46 

70 

93 

114 

142 

174

11

AUG.

178 

136 

82

50

24 

20 

18 

14 

13

12 

12 

Q .9 

9.6 

10

9.6 

9.0 

8.1 

7.8 

7.8

9.0 

8.4 

8.1 

8.4 

8.7

9.6 

10 

1C 

9.9 

9.9 

9.9

178 

7.8

SEPT.

8.1 

7.8 

7.0 

7.0 

7.8

7.0 

7.5 

13 

34 

43

39 

32 

26 

20 

17

15 

14 

15 

16 

15

15 

15 

It 

12 

11

9.3 

9.0 

19 

15 

11

43 

7.0 

955
RED RIVER BASIN

7-3720. Dugdemona River near Wlnnfield, La .--Continued

DISCHARGE. IN CUBIC FEET PEP SECOND, KATER YEAS OCTOBER 1963 TO SEPTEMBER 1°64

1

J

5

7

8

5

11

1?

13 

14 

15

17

il

21 

22 

23

25

26 

27

28 

29 

30 

31

MAX 

MIN

WAT Yf

b.5 

5.5

4.t

5.C 

5,1

7.3 

-t.i

C 

1 

1

1

^.5

3.5

7.8 

7.5

7.3

7.1 

7.1 

7.1 

7.1

6.8 

b.A

11

1964: Tl

7.1 

7.3 

7.5

8.2

a. 5 

i.a

10

u

11

1111

14 

27

24 

17

14

13 

It 

14

18

24 

25 

2o

2o 

25

7.1

TAL 79, 3«

28

31

n

25

23

27

t5

6C

S3 

68 

SB

85 

19

0.7 l>

49 

45

40

43

171 

162

380 

450

86 

68

40

EAN 218

58 

56

58

60

80

176 

176

56

MAX

616

1,060

374

952

614

655 

614

275

123

i,42C f

184 

162

201

655

1,060

2<55

240

140

[N 3.4

3,110 

2,740

1,950

1,280

64

26 

22

17 

15

76

It

AC-FT

59 

72

154

80

18

11

5.5

5.0

4.2

3.8 

3.8

3.6 

1,950

158,600

3.6 

3.4 

3.4

13

13

9.6 

9.3

9.4 

7.8 

6.6

3.5 

3.7

7.2

8.0 

8.1

14

3.4 

492

12 

11 

10

9.

8. 

8.

7.

7. 

7.

7. 

7.

18 

18

15

14 

13

9.9 

13

IB 

6.9 

700

17 

15 

12

11

9.7 

9.1

B.O

8.0

B.5

11 

10

9.9

10 

3

5 

6

3

4

8

21

12.6 

25 

8.0 

751

DISCHARGE, III CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 ": Q SEPTEMBER 1965

DAY

1

2 

3 

4

7

10

11

12 

13 

14

15

17 

IB

20

22 

23 

24

27

29 

30 

31

MAX

MIN

OCT.

a

7 

0

i

i 

i 

a

2 

2

2 

1

9.4

8.8 

8.4

7.8

8.9

9.5

9. 5

8.0

8.3

3.3 

3.6

7.8

NOV.

8.4

3.3

a.o

7.8

5.6 

2 

2

2

3

7 

6

6

2 

2

9

9

8

a

0

8 

7

7.8

DEC.

25 

33

23 

22 

22

189 

113 

92

98

101

85

59

5£ 

40 

52

58

45 

44

39

JAN.

32 

31

29 

29 

29

37

35

34

68 

350 

355

240 

220 

173

FEB.

78 

67

55 

51 

51

949

881

1,010

811

650 

554

n::::

MAR.

680 

645

488 

4CO 

318

387

337

285

288 

271 

236

509 

1,090 

2,150

APR.

4,900 

4,630

3.200 

2,580 

2,060

445

176

92

65 

59 

61

52

45

MAY

36 

35

28 

24 

20

15 

17

16

15

16 

17 

17

14 

14 

13

41

JUNE

11 

20

29 

23 

18

8. 

7. 

6.

5.

4.

4.

6. 

7. 

7.8

18 

14

30

JULY

12 

13

16 

15 

14

9.9 

8.0 

7.3

7,0

9.1

11

11

15 

15

6.8

3.1 

2.4 

2.4

16

AUG.

2.7

2.2

1.5

.90 

.90 

.70

.60 

.60

.50 

.50 

.2

.6

.0 

.2

.2

.3 

.3 

.3

.0

B.O 

8.6 

9.9

9.9

SEPT.

11

9.3 

B.3

7.0 

6.B 

6.4

9.1 

13

12 

13 

14

14

12 

11

12

18 

27 

28

44

46 

50

18.2 

50 

6.2

MAX 3,420
RED RIVER BASIN 919

7-3722. Little River near Roehelle, La.

Location. Lat 31°45>15", long 92°20'40", in SWjjSWi sec.14, T.9 N. , R.1 E. , near right bank on downstream side of pier of bridge on State Highway 500, 700 ft upstream from Louisiana Midland Railway 

Co. bridge, 1.1 miles northeast of Zenoria, and 3 miles southeast of Roehelle.

lira inane area. 1,680 sii mi.

Records available. October 1957 to September 1965.

Gage.--Digital water-stage recorder. Datum cf gage is 24.79 ft above mean sea level (Corps of 

Engineers bench mark). Prior to Dec. 16, 1964, graphic water-stage recorder at same site and 

datum. Prior to May 9, 1960, wire-weight gage 5.1 miles upstream at same datum. May 9, 1960, to 

Dec. 16, 1964, graphic water-stage recorder at present site and datum. Auxiliary digital 

water-stage recorder 5 miles upstream at same datum.

Average discharge.--8 years, 1,851 cfs (1,340,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Water 

year

1961 

1962 

1963 

1964 

1965

Maximum

Date

Feb. 25, 1961 

Dec. 20, 1961 

Mar. 13, 1963 

May 1, 1964 

Apr. 2, 3, 1965

Discharge 

(cfs)

24,700 

30,000 

2,4£0 

10,200 

23,200

Gage height 

(feet)

35.87 

36.76 

19.33

31.63 

b 35.56

Minimum

Date

Oct. 18, 1960 

Aug. 25, 26, 1962 

June 16, 1963 

Oct. 14, 1963 

Aug. 19, 20, 1965

Discharge 

(cfs)

a 24 

31 

21 

21

24

Gage height 

(feet)

5.46 

5.46 

5.27 

o 5.35

a Minimum daily.

b Occurred Apr. 2, 1965.

c Occurred Aug. 20, 1965.

1957-65: Maximum discharge, 31,900 cfs Sept. 24, 1958 (gage height, 37.32 ft); minimum, 21 cfs 

June 16 and Oct. 14, 1963; minimum gage height, 5.27 ft Oct. 14, 1963.

Remarks.--Records fair except those for periods of no gage-height record or indefinite stage-discharge 

relation, which are poor. Records of chemical analyses for the water year 1965 are published in 

reports of the Geological Survey.

DISCHARGE, IN CUBIC FfET PER SECOND, WATER YEAR UCTCbEP 196C TC SFPTEMBER l^&l

2

4

5

7 

8

10

12

11

17

2v>

/I

^3

26

26 

25

TOTAL

MAX 

MIH 

LFaM 

Ih.

31 

3L

3".

35 

37

^

24

46 

4_

35

h

Z4

52

35

28

17b

111

11.'

172

2 ..d

.C6 

.v7

2fi4

14l

118 

114

461

512

615

563

H6l

274

lit

.2^

1.70C

1,150

1,4*-'

5,180

4,710

2,290

I,b7:

4, K41 

4 , c 2 " 

1,1.10 

1.78

2.o5

2C ,20.

3,42'J

2,340

2,i*a

2,t,ii

2,22-

3.4.G

5.38J

22.7LO

::::::

1,62-:

3.47 

3.6l

362, _CG

10,71. J

7,38,.

h.M'J

6,43^

5.07--

7,8^ i

17, TL j

13.Z1-0

1C ',51^

I *, , 9 j J

?,76i5.02 

5.7'

18, I'D

17,',CO

12.C30

6,510

6,541,

A,? = 'J

5,14^ 

4.17C

1,1V1

) 500

2L.7CC

4. r

4.4»:

> 400

.21

.25

) 100

1.49C 

1.B3C

1,44" 

1.33C

1.98C

2,b90 

2,B5lj 

Z.1CC

2,6^t

.4;

.47

72r

540

44--I 

270

783

5bE

nfts

i, nc,

j,5ai

1,920

2 , 1 : " 

2,31n

1.68^ 

1,47:

1,31-1 

1,47'

l,9*n

2,2t:

1 , 1 -, 

2,5bO 

5f,s

1.1.1

?.<J9C 

1.51C

l,lSr 

1.1RI'

1.1 Cfi

1,140

511

778

865

812

top

458

540

soe

655 

710

7^5

*°C 

354 

255

2,s:r

201 

.53

SEPT.

133 

174

140 

145

132

12'-,

105

120

522

1,820

2, IftO 

2, IT

1,57^ 

1.290

I,'j3 r, 

373

312

458 

31i 

22C

2,1 CC

C 6 

.3<> 

.43

IN 18.03 4C
RED RIVER BASIN 

7-3722. Little River near Rochelle, La. Continued

i

4

11 

12

14

13

i7

13

<fl 

^2

24 

25

27

if

MEAW

MIN

IN. 

AC-FT

rfftT Y 

Not

105 

Io6

131, 

Itl.

IS'. 

Ifj

112

e.5 

7;

72

El

5t 

5.- 

5i 

5r 

47

'l^5

4 0

6,47i.

1.--NO ga

30

3ot

347

347

l.OdL

6-3 

7ji

;,3ic

£. , 5t I.

1 , 3 7u

1,24,^

135

46

.5b

5e-height

l.ul77b

1,321.

23,200

2 -' , 2 f.C

15.5.JO 

1^,70C

J.675

5bl

637 b "''t'

2,f 30

2.U1C

3.3SG

2,580

5,t5u

7.18C

7,oL3 

6,720

5,^72

1.71J

3.36

ily 9 to

8,440

6,<=8'3 

6,253

3,130

3, JCJ

3, ICO

2,2rn

3 6'''

i,OPO

2. Cl

Vug. 12.

3,5,0

5,-L 

5 , 1 n ^

-.77

4,7Cu

1,30 ,

51 ' 

3,273

St." 1

2.1.1

4^r

50C

1,47.

5.72C

R.jll

7,ltC 

5, =C

3,55i

I,t7l

2il*C

:,t=r 

2 , = i e

3,71;

4. C

2.21

MA»

9.32C 

12,4Co

K.,2T

1

f 100

-

2.33

JUNF

J:"c

577 

5G4

1,1 7C

1,150 

1 , 1 ?C 

SP1

 !<=

B6H

H7

734 

686 

751 

1,04.-

K94

-

 *

1.2K

1,140

1,030

668

arc

H5

62

sn

7P

65

70

66

55

.15

5.' 

53

90 

65

?s

32

32

32

M 

31

7F 

117

4=.r

31

157

lift

64 

57

75

73

6-

I"

no

7;

B3 

7 =

57 

4?

*= 

43 

41 

39 

17

75.5

?

 "

1

2 

3 

4

£> 

7

9

13

15

17 

18

20

21 

22

23

24

2t 

27

28 

29 

3P 

31

MEAN 

MAX 

MIN 

CFSf 

IN.

34 

33

33

33 

->3

32

33

35

35

41 

43

37

37 

36

36 

37

32

.02

53 

33

33

33

33

39

52

131

284

It2

17S

165

32

.05

IK

lei

91 

85

73

61

54 

52

52

5B

72

146

887 

752

52

.09

18 >

412

37u 

322

303 

27u

215

191

185 

174

233

398

329

i58

i!5 

1,230

168 

.17

EAN 1,79<

o£2

515 

440

3b4

349

322

622

412

426

1,850 

1,620

955

851

 

310 

.39

MAX

l.l~v

1,6" ' 

1 ,2 = .

1.12C

1,2 JO 

1,31.,

1,14'

l,8^j

1,270

i.010

760 

713

584 

49 =

335

21 0 

150

50

50 

.54

3,700 M

I"

Rb2

I.C2C.

653

;cr

J

.20

IN 31 

IN 23

150

i' r2^C 

2CO 

15*.

130

140

141.

13C

7C 

58

56

55

58

67 

54

38 

34

40 

42 

37 

34

34 

.C5

CFSM

^__

3f'

2f> 

?i>

27

?5

2T

y 

43

57

56 

53

42 

4C

53

8 C

65

56 

5C

89 

23 

.02

14 IN

3

7

P9 

124

7e

154

117

129

132

U6

83 

66

f4

398

500

455 

310 

232 

214

150 

5CC

55 

.CC

1.87 t

lit

15<t

12 1. 

"6

38

46

32

3' 

3?

28

27 

26

26 

27

30

66.1 

196 

26

.04

C-FT IE

3?

73 

5C

74

45

196

1C6 

"2

S

33 

31

32 

34 

35

60.9 

196 

31 

.03

7,900
RED RIVER BASIN

7-3722. Little River near Rochelle , La . Continued

DISCHARGE, IN CUBIC FEET PER SECJND, WATEf YEAP OCTOBER 1<363 TO SEPTEMBER 1564

1

2

4 

5

6

8 

9

11

U 

It

16

17

19 

20

21

22 

23

24

25

27 

28

30 

31

MAX 

MIN

IN.

28

it

i2

22

24 

24

24

23

23

38 

22

27

24

44

38

87

23

JTAL 326,

53

148

356

258

208

53

35

220

336

606

1,390

133

310

239

575

817

239

5.85C

2,120

2*470

2.440

1,410

575

SPP . 

»62

l,r=c

4.C20

4.801

4 , " BC

3, PIG

900

4.58C

567

IN 22

fe.GvC

3,430

1.56G

402

35C

250

150

10 C

CFSM

JUNE 

819

325

II 3

77

62 

55

50

48 

44

39

37 

64

37

14 IN

,M,Y

 

50

42 

38

33

36

36

3?

31

30

30 

28

21

30 

40

27 

.02

1.84

,b

?4

35

31

1C

32

32

92 

79

67

88 

143

94

73

56

50

30 

.03

\C-FT 184

38

36 

44

52 

43

28

28

32

33

32

31

30

20

28

30 

277

239

28 

.03

2 CO

0(30

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1 

2 

3 

4

7 

8

9 

10

11 

12

15

16 

17

18

19 

20

21 

22

24 

25

26

29 

30

MEAN 

MAX 

MIN

117

63

52

52

38 

36

31

30

28 

28

28

28 

28 

28

58.7 

23

28

36

32 

32

33 

33

8C

53

1,470 

1,310

164

28

388

223

399 

3,150

3.13C

2,390

368

326

2<35

6

1,062

486

253 

234.

223 

216

2,090

1,210

083

667

270

1,800 

3,870

8,170 

8,550

3,520

HHII

3,356

4,330

1,450 

1.06U

1,860 

1,870

814 

881

2,300 

4,310

2,646

9,880

6,690 

5,270

2,210 

1,460

006

380

270 

220

ISO 

170

5,042

110

80 

80

70 

60

6C 

50

50 

50

45

8C

120

80

120 

130

83.5

180 

175

105

95

88 

80

55 

5C

48 

45

38 

37

36

38 

38

54 

50

76.5 

180

51 

120

62 

48

36 

34

30 

29

37 

185

75

59 

48

37

45 

40

56 

46

61.4

185

35 

31

27

28

28 

27

30

29 

29

28 

28

25

52 

57

33

38 

3°

34

32

32.3

57

SEPT.

28 

27 

27

27

28 

28

27

6°

214

389

433

355

235 

146

68

70 

113

420

272

247

205 

1ST

175 

458

HAT YR 1965: TOTAL 406,609 MEAN 1,098 MAX 21.7UO MIN 25

Note. Stage-discharge relation indefinite
RED RIVER BASIN

Location. Lat 31°i3'0u", long 92 1 .SR, T.9 N. , T.2 E , near left v ank

ymstrpam side nf bridge on U.p. Highway 84, 04 rnile downel-rpqm f

3 mile? northwest of Trnut, and 12 miles upptream from

Drainage area.--93 sq mi .

Records available.--April 1939 to September 19^.

Gage.--Digital later-stage recorder. Datum of gage is 81.51 ft above mean sea level, daturr ->f 1929. 

Prior to Aug. 4, 1945, wire-weight gaffe and Aug. 4, 1945, to Aug. 5, 1964, graphic water-?tase 

recorder at same sit» and datum.

Average discharge.--36 years, 128 cfs (92,670 aere-ft per year).

Extremes. --Ma.xlmums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (1,800 cfs), water years 1961-65

Date

Feb. 22, 1961 

Mar. 17, 1961 

Mar. 31, 1961

Tlm<"

1030 

2300

Discharge

2,540 

2, 730 

* 3.410

Qage 

height

16.34 

16.50 

16.97

Date

Apr. 12, 1962 

Feb. 19, 1963

Apr. 14, 1964

Apr. 7,

Time

0-00

1730 

01UO

Discharge

* 327

* 3,100 

1,880

Qage 

height

11.33

16.75 

15.25

Date

Feb. 12, 1965 

Mar. 1, 1965 

Mar, 31, 1965

Time

0745 

2315

Discharge

2,710 

2,490

Sage 

height

16.00 

15.72 

16.71

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

(a) 

Aug. 18-26, 1962 

June 13, 14, 1963

Discharge

0.30 

.10 

.20

Qage height

b 0.99 

c l.uo 

d .98

Water year

1964 

1965

Date

July 22-26. 1964 

Many days

Discharge

0.10

Qage height

e 0.90 

f 1 .00

a Oct. 3-5, 11-18, 24, 25, 1960.

b Occurred Oct. 13-15, 1960. 

c Occurred Aug. 21-24, 1962. 

d Occurred June 14, 1963. 

e Occurred July 24, 1964. 

f Occurred July 16, 1965.

1939-F5: Maximum discharge, 32,700 cfs May 17, 1953 (gage 

extended above 14,000 cfs by logarithmic plotting; no flow at

Remarks.--Records good above 100 cfs and poor below. Records of 

1965 sre published in reports of the Geological Survey.

height, ^S.26 ft), from rating rarve 

times in 1943, 1952, 1954, 1956.

chemical analyses for the w^ter year

I

2

1,

«

*

6

10

11

12

13

14

! >

le

IT

18

15

20

21

a

2i

i2(r

27

2 ?

2^

y

MAX 

M1N

CFSM 

IN.

. +0

.3-

.3;

 3

.6,

,,,-

.4b

.«-

.30

.30

.3C

, 30

.3;

.30

.3.

 4 ~*

-i. -

?.b

1.1

»o_

,b^

.3t

.tv.

1.1

1...

1.1

14

ia

:"

""T~i

^, ^

^. a ^,1

1. 5

1.0

^u

19

ZO

12

^ . b

4. 2

1. -

2.3

^.'j

1 ^

14

U

7. -

5. IT

4.E

t..

3. c

3.d

3.4

i.L

r°

1.5

1.4

1.4

1.4

1.4

i.e

tli

43

43

12

s 1;

3^

Ib

31

5b

32

lv

15

12

=..t

7.°

6."i

5.7

5. 1

b.4

6.fc

2t>

72

1.4

. 36

374

151

72

35

^5

16

l.dflO

1.3CO

'Ifl

C16

as

246

t24

216

lie

70

48

39

31

26

22

1.48C

It 180

SUb

^53

137

ICO

1"

3.iC

Fta. 

62

>i4

77

72

56

45

200

14C

°7

7C

54

46

41

36

33

391

1.580

1,580

1,540

1,680

2,360

l,9bO

54B

216

146

675

 

 

33

5 *24

5?3

»fc140

C7

24u

9R1

9Ci

49C

?4C

UP.

fl2

67

54

44

41

l,50r

2,'7I:

1,64,

i.sto

412

2CO

121

60

!>--

252

1 , 4f j

1 , ^0

1.67C

_ , l£-0

41

7.30

2, Gee

1 - 240

256

IClf

74

57

4r

723

 i4B

248

3°C

352

193

04

53

42

33

27

24

21

1«

17

13

13

\?

11

1C

°.8

6,773.8

5.8

2.45

18

25

23

IB

20

16

1C

8.

7.

5,

5.

3.<

3.

3.

3.

2.

2.

2.

2.

2.

2.

5.

4.

4.

6.

5. 3.'

2.

2.1

"10

.8

.8

.8

.7

.7

.7

.6

.6

.0

?

 8

.2

.6

.6

1

5

10

5°

3fi7

us

37

0?

813

298

130

45

24

1.6

.98

16

It

13

21

2*

16

12

51

67

67

814

1,740

2.12C

].4<iO

741

1,000

533

2C8

6T

42

36

50

54

41

77

35

2r

16

12

3.43

195

82

38

41

18

14

14

11

K.?

7.4

1C

65

l.COO

11C

116

48

25

17

13

48

27

17

14

tl

9.3

6.2

7.2

6.°

1,000 

6.6

.74

6.6

6.6

22

17

9.1

7.4

7.2

7.1

7.1

7.1

34

^4

137

61

25

14

 5.6

7.6

6.0

5.0

4.1

3.9

3.2

2.6

2.9

5.2

5.4

44

572.8

137

.21
RED RIVER BASIN

7-3725. Bayou Funny Louis near Trout, La. Continued

, IN CUBIC FEET PER SECOND, WATtK YEAR OCTOBER 1961 TO SEPTEMBER 1962

2 

7

11 

12

14

id 

1-

22

24 

2b

it.

2t 

2- 

K

MAX 

MIN 

CFSM

IN.

3? 

U4

5b

22

11

5.2

2.7

Z.I

l.i

l.C

.BO

.bC 

.80

.31. 

1.2 

2.V 

3. i

124

.li 

.1 1

3.=

E'l

151

130 

ICC 

5? 

27

13 

14

°11

7C4

1B2 

85

^21

d57 

tu8

208

58 

3i

J.3 

2. i2

 ,

26

23

ijb 

179 

137

S.81

l "4c

1.33C

I.CwC 

l.a.X

13C

72 

56

52

42

3b

40

22

_,,

57

56 

1-yl 

l,4bG

1,^20

= 63

330 

13u

72

BB

738

319 

755

144

688 

608

366

9G3 

548 

216 

124

52

72

57 

51 

48

4C 

35 

32 

31

25

24

216

153 

436

307

26*, 

156

109

627

2".

518 

200 

11*

94

5o 

44 

41

57

42

88

47 

35

25

21 

62

72

37 

2b

17

17

14 

13 

13 

13

21 

36 

36 

26

19

54C

1.T5C

R2

4C 

32

20

16 

63

1GO

4ul

280

13

1,0 0 

6 2 

1 6

8

B 

8 

22 

18

13

10 

9.1

7.4

7.7

6.9

5.4

4.6 

4.3

4.0

3.5 

6.0

300

3.5

150

6 on

400 

300

1,000 

500 

250 

15f

45 

18

12 

11

6.3

176 

762

35

18 

73

26

98 

36

5.1 

2.13

26 

17 

12 

9.4

7.8 

6.4 

5.7 

4.7

3.6 

3.2

3.1

3.0

2.6

8.3 

3.0

.70

.60 

.60

1.0

.80 

.60 

.50 

.40

.40 

.07

.4C 

.40 

.40 

.40

.30

.30 

.30 

.30

.30 

.30

.30 

.3C

.20

.10 

.1C

.10

.10 

.10

.10

.60 

3.1 

3.0 

3.0

3.1 

.10 

.006

1

1.0 

.60 

.60 

.60

1.0 

14 

20 

9.6

3.4 

2.0

1.2

1.0

1.5

1.7 

1.0

.70

.60 

.60

.60

.60 

.60 

.60

20 

.60 

.03 

.03

CFSM 2.65 IN 38.75 AC-FT 190,200

Not<

\

f4

5

t

7

"

u

111A

14

lb

tb

17

la

"

2?

£14

25

20

27

^d

^ *

3l

MAS 

M[N

c^s^

IN.

AC-H

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:lr

 15 DJ

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0°

1 60

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::?

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0.0

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4.7

2.1

!.<:

.bj

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. 5;

.LI

 u^

a.;

5e-height

.70

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.40

.40

.tO

.oO

.60

. ^c

.7'!

. /C

* tn-

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. ^'J i -'"

l.L

l.f

2.7

3.u

 ii

1<6

C H

30

£iC

12

7.H

b.2

5.2

3. 7

l?b

.HiJ

.12

.17

record D

3.0 

2.b

2.5

f-u t

2.C

1.5

1.4

1.4

1.3

1.1

l.L

l.C1.1

1.1

1.2

1.3

1.3

1.3

1.2

l.Z

i.S

2.1

2.1

9 .0

36

i.1

la

24

ol.

iCo

?

. if6

5C, 12-19

27

2C

15

2C

3t>

32

c.3

18

14

13

13

14

12

1C

t. a

8.4

14

5L

£33

ii8

158

86

51

37

3\j

25

21

27

436

a.*

.62

.95

240 

112

70

50

39

31

26

23

20

16

24

42

76

91

70

4J

33

176

640

513

216

B8

58

151

17t>

121

91

63

 

16

1.36

1-42

077 

o40

296

11B

86

130

103

76

53

42

35

32

28

24

21

23

21

IB

16

14

12

3.6

8.0

7.6

7.1

7.1

b.7

6.5

6.2

5.2

Ts,Z7

5.2

,89

1.1.3

4.3 

4.0

3.9

3.4

3.4

12

14

15

11

8.4

6.7

5.5

5.5

5.2

4.2

3.9

3.4

2.B

2.6

2.6

3.1

2.8

2.6

2.6

2.6

2.5

2.1

2.1

2.0

- 

2.0

.05

.06

11 

8.C

4.2

3.0

2.6

6.7

7.4

4.0

6.2

5.9

3.3

2.5

1.8

1.6

1.5

1.4

1.4

1.4

1.4

1.6

1.5

1.2

1.1

.90

.60

.60

.60

1.3

2.6

1.7

.60

.03

.04

1.4 

1.1

.90

.80

.70

.60

.40

.40

.40

.40

.30

.30

.20

.20

.40

1.1

7.6

5.8

6.4

7.6

9.0

20

30

35

40

30

15

9.0

6.0

 

.20

.09

.10

474

7.0 

4.0

2.0

l.C

.50

.40

.30

.30

10

10

7.0

5.0

7.0

6.0

5.0

4.0

3.0

2.2

l.C

l.C

.30

1.0

5.0

30

20

1C

15

15

10

9.0

6.0

.30

.07

.US

6.7 

2.4

1.4

.80

.70

.50

.60

.4

.3

.4

1

.6

.2

1

1

.5

.0

.2

.2

.2

.9

.5

.0

.9

.5

1.0

.70

.80

.bC 

.6C

.70 

95.30

.50

.03

.04

189

.70 

.60

.50

.60

1.8

3.2

2.4

1.4

1.0

.60

.60

.50

.60

29

20

8.4

3.7

2.8

2.2

1.5

1.1

.80

.70

.50

.40

.30

.30

.60

.70 

.70

88.20

.30

.03

.04

WAT fP

N_.t£

i MAX 840 MIN .; 

Tuly 17, July 19-30.
924 RED RIVER BASIN 

7-3725. Bayou Funny Louis near Trout, La. Continued

1

2

3

4

5

6

7

B

9

1C

3

it

7

8

9

0

1

2

3

4

5

0

7

b

5

MEAN 

MAX

MIN

IN. 

AC-f-T

.40

.BO

.80

.70

.60

.60

.50

.40

.40

 41,

.40 

.4J

.40

.80

.50

.40

.40

.40

.40

.4J

.40

.40

.50

.5U

.41.

.4U

.4J

L.'l

oo-

.LOo 

30

0

. 0

. 0

. 0

1.

1. 1.

. 0

1. !

. 0

. 0 

. 0

. C

. 0

.:o

. 0

. o

. a .' 0

l. )

l.

1.

l.

l.

2.

8.2

8.2 "01

.01

70

.4

.0

.B

.2

.1

.1

.1

.1

.1

.1

.4 

.1

1

.7

.2

.7

c

5

4

2

1

1

.b

.2

. 8

.3

" £

Si

1.1

.11

515

2.7

2.3

1.7

1.6

1.0

3.9

28

3C

48

49

26 

21

18

235

18c

94

48

25

21

17

176

684

307

115

53

34

684

1.6

4,790

17

14

12

10

14

27

24

17

15

10

6.4

6.0

6.2

10

37

52

39

26

16

14

10

194

224

130

66

37

 

224

6 "o

2, ICO

25

1.65(1

2,120

It 780

1,150

220

100

83

97

165

88 

48

38

134

60

4C8

634

289

1C9

55

38

32

37

37

30

24

2.12C

lo

2C,OCO

14

12

11

10

306

1,380

1,090

662

134

66

44

1,100

1.6CO

83

55

43

33

28

24

?r,

18

112

868

2,210

1.88C

1,110

2,21t

lr

28,670

8

7

3

7

2

e

b

4

2

0

0

5

0

6.4

6.2

5.0

4.4

4.0

4.0

4.0

4.0

3.8

3.8

3.6

3.2

4.4

68

3.2

82C

54

100

32

17

10

7.3

5.5

4.4

4.3

3.0

3.2 

3.1

2.6

2.2

2.1

2.1

2.C

2.0

1.°

l.o

1.9

i.e

1.8

1.7

1.6

1.8

loci

1.6

56 C

.r

.c

.9

.9

.7

.6

.6

.5

.4

 '

.C

.6C

.70

.4C

.30

.2r

.2C

.20

.10

.in

.1C

.1C

.ir

1.1

.90

.70

2.6

.in

62

3.8

3.0

1.3

l.T

.80

.80

1.1

1.2

.sr

.6C

.40 

.30

.3C

.30

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RED RIVER BASIN

7-3730. Eig Creek at Pollock, La. 

(Hydrologic bench-mark station)

Location. Lat 31°32'10", long 93°24'30", in SW-J-SE^ sec. 31, T.7 N. , R.I E., near right bank on downstream side of bridge on U.S. Highway 165, 0.5 mile upstream from Sugar Branch, 0.6 mile (revised) 

upstream from Missouri Pacific Railroad Co. bridge, 0.8 mile upstream from water-supply diversion 

dam, 0.8 mile north of Pollock, and 1.3 miles downstream from Dyson Creek.

Drainage area . 51 sq mi.

Records available. January 1942 to September 1965.

Gage .--Water-stage recorder (rain gage, water stage, and water temperature combination), concrete 

control since July 16, 1964. Datum of gage is 76.69 ft above mean sea level, datum of 1929, 

supplementary adjustment of 1941. Prior to Feb. 25, 194C , staff gage and Feb. 35, 1942, to 

June 21, 1955, water-stage recorder at site 0.3 mile downstream at same datum.

Average discharge. --23 years, 60.1 cfe (43,510 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base ( 65o cfs), water years 1961-65

Date

Jan. 8, 1961

Feb. 21, 1961

Mar. 17, 1961 

Mar. 31, 1961 

Apr. 9, 1961

June 26, 1961

Time

0300

0900

2200 

0430 

1045

0730

Discharge

* 2,900

1,160

2,490 

1,620 

687

706

Gage 

height

11.76

9.30

11.35 

10.33 

7.33

7.43

Date

July 31, 1961

Aug. 23, 1961

Dec. 10, 1961 

Dec. 17, 1961

Dec. 29, 1962

Time

1200

1530

1430 

2030

0500

Discharge

668

2,840

767 

* 2,590

* 551

Gage 

height

7.25

11.72

7.71 

11.44

6.50

Date

Mar. 2, 1964

Apr. 26, 1964

Dec. 11, 1964 

Mar. 1, 1965

Mar. 30, 1965

Time

1500

2300

0400 

13OO

2100

Discharge

* 1,700

853

* 2,040 

1,170

693

Gage 

height

10.43

8.06

10.92 

9.57

7.51

al minimum discharge, wate

Water year

1961 

1962 

1963

Date

June 6-9, 1961 

Aug. 9, 1962 

Aug. 13, 1963

Discharge

a 15 

11 

5.4

Gage height

b 1.86 

1.57 

c 1.39

Water year

1964 

1965

Date

Oct. 6-9, 1963 

Aug. 4, 1965

Discharge

a 5.0 

8.8

Gage height

d 1.45 

2.79

a Minimum daily. 

b occurred June 9, 1961. 

c occurred Aug. 27, 1965. 

d Occurred Oct. 5, 1963.

1942-65: Maximum discharge, 23,500 cfs Apr. 29, 1953 (gage height, 18.03 ft, present sitf 

datum); minimum, 3.7 cfs Sept. 29, 1956 (gage height, 1.08 ft).

Remarks . Records fair. Records of chemical analyses and water temperatures for the water year 

are published in reports of the Geological Survey.

L 

2 

3

>i 

7

10

11

12 

13 

14 

15

17 

IS 

l-i 

20

21 

22 

23

24 

25

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28 

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30 

31

MEAN 

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Mil. 

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17

17

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313i".

60.1

30 

1.1 9 

1.31
RED RIVER BAGIN 

7-3730. Big Creek at Pollock, La.--Continued

DA. 1 OCT. I NOV. | .EC.

-- H i

3 

4 

5

7 

8

10

11

12 

13

14

15

17 

Id

20

21 

22

24

25

27

28

I

TOTAL

MAX 

MIN 

CFSM 

IN. 

AC-FT

37

32

26

28

27

26

27 

27 

27

26 

20

26

26

26 

26 

27 

33 

30

.55

*

 77

32 

31 

31

^

1*«

76 

53

4t 

134

121

64 

58 

53 

5C

_____

*25

l.ur 

2.01

 

46

458

251,

1,18C 

1,100 

232

109

83

73

72

6e

65

64

4. U7

17C 

27P

82

7S

68

164

86 

141

185

87

82

95

122 

232

113 

35

70

2.22

2.56

61

5451

49

51

53 

52

49 

67

58 

51

50 

55 

97

_____

? .T

1.14 

1.13

MAP. 1 APR. | MAY I JUNE I JULY AUG. I SFPT.

Z44

6»

4*

50

38

43

35 

47

40 

33 

32 

32

" 1.3",

12

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 17

33

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33

32

31

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27

2°

25

27

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23

22

22

21

21

21 

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20 

20

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46

19

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1.04

77

26

26

25 

27

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23 

 52

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23 

27

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74 

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 4 

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IB 

IB

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16

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14

15 

16 

16 

16 

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25 

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62

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30

41 

58 

34 

77

21 

21 

21

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20

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75 

27

25

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1,54(1

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1=63

1

2

3

4

5

6

7 

8

9 

10

1

2

3

5

6

7

8

9

0

1

2

3

4

5

6

7

8

9

0

ME N

MI 

CF M

AC-FT

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28

2*

28

2»

29

31

38 

37

35

35

34

4>3

40

42

44,

38

35

47

42

37

35

33

33

32

32

32

33

34.7

27

31

30

3C

31

30

31

31

31

21

31

51

32

53

44

36

158

204

50

32

27

25

23

27

28

^4

22

41.6

22

2C

19

18

18

18

1°

15

15

19

15

l«i

19

li

19

18

ie

18

33

27

IP

57

5^

28

23

48

469

105

41.4

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12

2«

26

24

28

32

25

2C

25

23

21

ie

18

18

32

38

66

50

38

31

2b

24

24

23

21

25

105

3C.6

IS

1EAN 43.6

30

27

27

23

23

19

18

16

23

24

23

18

16

16

56

2C3

56

36

30

28

88

48

36

30

27

 -

_____

37.1

16

WAX '

182

76

3 =

33

37

42

30

26

26

27

25

25

23

2C

IB

13

15

13

12

1?

12

13

18

17

14

13

12

28.5

12

f,~> f

12

12

11

11

12

48

47

26

25

24

23

22

22

22

23

24

29

2°

26

25

25

24

24

23

23

22

34

24.4

11

1,450

IN 12 

IN 5.5

26

22

21

20

20

19

18 

18

18

13

13

ie

19

19

10

18

22

22

17

26

23

14

12

11

10

11

11

10

17.6

9.2

1,080

CFSM .

CFSM ,

8.6

8.5

B.4

8.0

7.9

7.6

7.4 

7.3

7.<?

7.2

7.2

7.2

j',2

7.4

11

11

13

37

13

13

10

8.8

16

10

S.2

7.6

7.3

14

10.1

6.8

60"

86 IN 

46 IN

'6

13

8.8

19

15

9.1

7. < 

7.S

20

10

9.1

17

8.2

7.3

7.C

6.6

6.4

6.2

6.1

6.1

8.4

11

14

1C

12

8.1

7.2

f. P

IS. 1

615

11.62 

6.47

6.7

6.S

6.1

6.C

7.0

11

6.6 

6.C

t.4

6.1

6.r

5.5

7,2

t.2

6.C

5.P

5.6

6.1

12

8.4

7.2

6.2

6.C

5.8

6.2

7.0

6.6

6.4

6.B5

5.5 

.13

4'U

C-FT '1, 

C-FT 17,

7.6

7.3

7.2

7.4

12

15

9.4

3.8

a. 1;

8.5

8.2

8.5

0

5

.8

.4

.6

. R

.6

.2

. 4

J1(

.0

"^

6 I =

504

"C

;o
RED RIVER BASIN

1 

r

n

It 

15

17

21

26

28

rtAX 

MIN

IN.

CAL Y

01- T. 

7. ^

b..

5 ..

7. J 

7.-1

a. 3

i: 

11

i 

1

l

11

Li jLIU

16

12

7. 

7.-^ 

1-

it.

27

14

7.-

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.6

Id

31

14 

27

-7

36 

22

15

i^

12

37 

12 

.45

12 

13

31

tS

la

14 

14

51

7b

IS 

15

16 

75

2S

22

12

21 

If 

17 

1 fj

33 

23

13

22

15 

13

lo 

19

,5.1 

15

MAX

772 

Itl

SI52

47

31!

4J 

52

ef

-3

53

36

26

Ji

_l/3 IJ6

24

214

 it 

44

32

319 

214

67

5C 

41

33 

2°

3 La

'-

PP.4 

321 

22 

1.73

IN 5.(

'7

34

27

25

24

23

36 

25 

21

2C 

18

16 

16

16 

1ft 

15

13

23. s 

13 

.53

CFSM

101 

5C23

18 

18 

17

16

16

15

14

14 

13

12 

11 

11 

11

11

13

18.9 

101 

U 

.37 

.41

37 IN 

62 IN

32 

21

If 

17

If15 

14 

11

11

12

11

If,

13

11 

11

1C 

1C

1C

1C

11

11

13.2 

32

.26 

.30

4.95 t 

8.43 t

1C '.5

8.8

11

12 

1C 

= .7

11

12 

12

12

13

17

32 

17

13

15 

31 

24

14

12

1!

13.9

8.P 

.27 

.3'

C-FT 11,' 

C-FT 22,

U

SI

! P 

10 

M

10 

11

12

10

4.7

lo 

15

12 

11

11

11 

15

U

11

308. 1 

13.3 

45

.26

(80 

)4C

DAY

2

6 

7

K

11

1- 

15

U

25

2c 

27

2 . 

3 

3 I

HA<

IN. 

AC-FT

tt>

JCT.

14

13

12 

ll 

11 

11

11 

11 

H 

11 

11

11 

1-

1 

11

1C 

10

11^

^

.63

DISCMr

it

li

17

12 

11

11

li 

15

13 

12 

12

14 

13

lli

L Yt,~.\

i.

. 7 -

b.47

Gtt [« CUBIC FtET

41 

150

2-t

7? 

44 

41

31

35

^"H

22

-" 1?

1.45

34 

26

24 

23

''

24

22

21

20

20 

20

20

232 

205

41

31

3,3

28

2b

3 a. a

20

2.97

14 

22 

23

23 

24 

20

163

320

ol

40

50

31 

30

59

52

71.4

22

1.40

6.93

D, nATEf786

Ul

73

4S 

44

5b

61 

t3

50

41

44

34 

32

= 1 

31

51

51

52 

3=9

1C8

31

2.44

8.28

102 

75 

65 

57 

51

45 

44 

42

34

33 

31

26

?4 

23

23

22

21

2C

IB

18

33. e

ie

.74

.34

flFR 1964

18 

18 

18 

21 

18

18 

17 

17

15

15 

15

2C 

18

16

16

17

19

18

44

28

73 

ol 

33

24.3

15

.55

4.61

2C 

18 

17

16

15

15

15 

14

15

14 

14 

14 

14 

14

23

20

14

13

13

13 

17

13 

13

12

14.9

L2

.33 

88=

*BEP 1965

13 

13 

12 

11 

11

12 

12 

11 

13 

11

11 

11 

11 

12

13

13 

17

12 

12

11

11 

11

12

11 

11

11 

11

i!!?

11

.27

730

1.15

1C

1C 

1C 

9.5 

9.7

16 

15 

23

17 

13

12 

11 

12 

17 

13

12

11

1C 

10

11

33

15

12 

11 

11 

11 

10 

10

li.C

5.5

see

3.32

10 

1C 

9.7 

10

10

5.7 

=1.7 

23

6CO

5C3 

53 

45

150

43

ICO

4CO

43

13 

17 

16

2,965.8

"S.9

0.7

2.16 

5, BED

7.88

t Precipitation, in inch
THOMPSON CREEK BASIN

7-3735. West Fork Thompson Creek near Wakefield, La.

Location. Lat 30°55'20", long 91°17'35", in lot 43, T.I S. , R.2 W. , St. Helena meridian, near right 

bank on downstream side of bridge on State Highway 421, 3i miles northeast of Wakefield and 

4-| miles upstream from Middle Fork Thompson Creek.

Drainage area. 35.3 sq mi.

Records available. October 1949 to September 1965.

Gage. Water-stage recorder. Altitude of gage is 120 ft (from topographic map). Prior to Oct. 30, 

T950, and Jan. 29, 1952, to Jan. 14, 19S3, wire-weight gage at same site and datum.

Average discharge. 16 years, 43.2 cfs..

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (2,400 cfs), water years 1950-65

Date

Jan. 6, 1950

Feb. 10, 1950

Jan. 29, 1951

Feb. 6, 1951

Mar. 28, 1951

June 17, 1951

May 19, 1952

Feb. 20, 1953

Feb. 24, 1953

Mar. 11, 1953

Mar. 22, 1953

May 4, 1953

May 13, 1953

May 18, 1953

Mar. 27, 1954

Feb. 5, 1955

Feb. 21, 1955

Apr. 10, 1955

Apr. 13, 1955

Time

-

-

2000

1830

1800

0700

0900

2030

0830

0600

2000

1500

0700

0130

1600

0400

0300

1400

0030

Discharge

* 6,370

2,600

2,660

* 4,280

3,400

3,540

* 1,920

2,840

3,960

5,270

2,780

* 18,100

6,700

15,500

» 1,970

3,890

7,140

4,280

* 14,300

Qage

height

a!4.7

alO.O

10.14

12.48

11.29

11.49

8.78

10.41

12.14

13.60

10.30

22.65

15.05

21.20

8.88

11.95

15.35

12.51

20.47

Date

Dec. 18, 1955

Feb. 2, 1956

Feb. 8, 1956

Mar. 11, 1956

Mar. 15, 1956

Apr. 9, 1956

Dec. 23, 1956

June 28, 1957

Nov. 13, 1957

Nov. 18, 1957

Feb. 6, 1958

Aug. 24, 1958

Sept. 20, 1958

Sept. 22, 1958

Apr. 18, 1959

Dec. 17, 1959

Jan. 7, 1961

Feb. 17, 1961

Feb. 21, 1961

Time

1200

2230

2000

1000

1015

1930

1730

0200

2330

1330

0830

1230

0300

1230

2030

0200

2300

1830

1530

Discharge

* 8,520

2,6OO

2,720

7,140

7,030

3,470

* 7,140

5,670

4,900

4,040

* 8,040

6,590

2,480

3,820

» 3,260

* 5,970

4,810

3,260

4,630

Qage 

height

16.60

10.05

10.15

15.43

15.28

11.38

15.36

14.03

13.16

12.18

16.25

14.94

9.05

11.92

11.07

14.26

13.13

11.10

12.88

Date

Mar. 17, 1961

Mar. 28, 1961

Nov. 13, 1961

Dec. 12, 1961

Dec. 17, 1961

Jan. 15, 1962

Jan. 26, 1962

Jan. 19, 1963

Jan. 8, 1964

Mar. 2, 1964

Mar. 15, 1964

Apr. 6, 1964

Oct. 4, 1964

Mar. 1, 1965

Sept. 10, 1965

Time

0600

1300

0930

0800

1900

0230

2230

1400

2230

0930

0200

1700

0700

_

0830

Discharge

» 12.5OO

2,840

» 9,OOO

2,660

2,840

2,900

5,57O

* 2,480

2,720

» 8,640

2,480

4,630

» 13,600

-

6,370

Gage 

height

a'19.40

"10.35

16.97

10.12

10.40

10.50

13.90

9.83

10.15

16.73

9.85

12.93

20.12

-

14.70

Annual minimum discharge,

Water year

1950

951

952

953

954

955

956

957

Date

Sept. 30, 1950

Oct. 9,12,22, 1950

Sept. 28-30, 1952

Oct. 1, 1952

Several days

Sept. 17-19, 1955

Sept. 26-28, 1956

Several days

Discharge

5.2

4.4

3.5

2.9

3.1

2.2

3.1

3.1

Qage height

a 3.20

b 3.06

c 3.05

d 2.55

e 2.66

f 2.56

g 2.53

h 2.53

Water year

1958

1959

1960

1961

1962

1963

1964

1965

Date

Nov. 4, 5, 1957

Sept. 23, 24, 1959

July 28-30, 1960

Oct. 1-3, 1960

Aug. 9-13, 19-21

Sept. 7, 1963

Aug. 13, 1964

Sept. 1, 1965

Discharge

4.4

5.2

2.7

3.5

2.2

2.4

2.4

3.6

Qage height

i 2.64

j 2.98

k 3.13

m 2.79

n 2.82

p 2.85

2.64

q 2.38

a. Occurred Oct. 13, 14, 1949.

b Occurred Sept. 19, 1951.

c Occurred Oct. 19, 1951.

d Occurred Aug. 17, 1953.

e Occurred Oct. 6, 1953.

f Occurred Sept. 20, 1955.

g Occurred Jan. 17, 1956.

h Occurred Jan. 11, 1957.

i Occurred Sept. 11, 1958.

j Occurred Nov. 11, 1958.

k Occurred July 29, I960.

m Occurred June 9, 10, 1961.

n Occurred Nov. 10, 11, 1961.

p Occurred Oct. 12, 1962, Feb. 16-18, 1963.

q Occurred Oct. 31, Nov. 1-3, 4, 1964.

1949-65: Maximum discharge, 18,100 cfs May 4, 1953 (gage height, 22.65 ft); minimum daily, 

2.2 cfs Sept. 17-19, 1955, Aug. 9-13, 19-21, 1962.

Remarks. Records poor prior to Oct. 1, 1961, and good thereafter. Records of chemical analyses are 

published in reports of the Geological Survey.
THOMPSON CREEK BASIN

7-3735. West Fork Thompson Creek near Wakefield, La.--Continued 

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1949 TO SEPTEMBER 1950

1

2

3

*

5

6

7

e

9

10

1

2

3

4

5

16

17

18

19

20

21

22

23

2*

25

26

27

28

30

MEAN

MIN

IK

6.8

7.*

8.9

12

334

36

17

14

12

10

9.3

a. 5

.e

i

14

2

1 >

1

1

1

1

1

1

.7

.7

j

1

1

6

29.2

6.6

.95

12

9.7

9.3

8.9

a. s

8.2

8.2

8.2

8.2

a. 2

7.6

7.8

8.2

7.8

7.4

7.4

7.1

7.1

7.8

7.4

7.4

7.4

7.4

7.4

7.4

7.1

7.1

7.1

7.1

7.92

7.1

.25

6.8

6.8

6.8

6.8

6.8

7.4

7.1

7.1

6.8

6.8

6.8

6.8

8.2

8.5

8.5

7.4

6.5

12

8.9

7.4

.8

.1

.8

.8

.5

.5

2<

3

8.9

9.29

6.5

.30

7.0

6.8

6.8

8.8

ItOSO

3,440

165

26

17

49

149

91

37

35

36

42

113

42

30

21

18

18

18

18

17

21

205

42

30

189

6.8

6.17

21

129

68

28

25

23

23

22

322

1,290

66

58

1,170

218

66

43

37

33

30

26

20

189

43

29

24

22

20

15

 

145

15

4.28

60

37

147

257

35

62

48

119

76

54

30

17

236

72

136

98

44

32

122

96

54

31

25

22

21

17

216

228

17

80.1

16

2.63

16

24

36

114

36

23

18

16

14

12

42

40

29

21

16

16

15

16

15

15

15

12

12

12

11

11

12

12

49

11

.86

31

46

43

29

16

13

13

13

13

12

11

17

103

193

242

46

23

16

13

10

10

6.9

15

16

12

10

6.9

6.5

6.5

7.4

1.07

6.8

8.5

66

55

39

35

28

13

10

6.9

6.5

8.5

8.2

6.2

7.4

.8

.1

.0

1

4

23

13

6.9

6.2

7.8

.8

.6

.4

.4

6.6

.52

7.4

7.4

7.8

7.8

8.2

8.2

6,2

7.4

7.4

6.5

7.8

9.7

8.5

&; e

6.9

6.5

7.8

7.4

7.1

7.8

7.4

7.1

6.2

5.6

5.6

6.8

6.7

115

23

5.6

.40

8.9

7.6

8.2

8.?

43

15

13

6.9

7.B

12

7,4

6.?

8.9

6.2

6. 8

6.2

1

 8

6

8

2

.7

8.2

7.4

6,8

7.4

6,2

6.2

33

6.2

.53

8.5

7.8

7.4

7.1

6.6

6.8

6.6

7.1

7.1

7.1

6.5

6.5

7.1

7.1

6.5

ft. 2

6.5

,5

>. 6

?

.1

. 9

.6

6.5

5.9

5.6

5.6

6.5

5.2

7.14

5,2

.23

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1950 TO SEPTEMBER 1951

I

2

3

4

5

6

7

6

9

10

11

12

13

14

15

16

17

16

19

20

21

22

23

24

25

26

27

26

29

30 

31

MEAN

MAX 

MIN

CFSM 

IN

HAT YR

4.9

4.6

5.2

5.6

5.6

4.6

4.6

4.6

4.4

5.2

4.

4.

5.

5.

4.

4.

5.

6.

1C

5.2

4.6

4.4

4.9

4.6

4.9

4.9

5.2

4.9

5.4

5.6 

5.6

5.25

10

.17

5.6

5.6

9.7

6.5

5.6

5.6

5.6

5.6

5.6

5.4

5.4

5.6

5.9

6.2

6.2

7.8

3.2

6.6

6.8

6.5

6.5

7.4

7.1

6. 8

6.6

7.1

7.4

7.4

7.4

7.4

6.78

9.7

.21

7.4

7.8

16

6.9

127

304

30

14

12

9.7

3.9

8.9

8.9

8.9

8.5

10

9.3

8.2

7.6

8.2

8.9

8.2

7.6

7.4

7.4

7.4

7.4

69

57

20

14

27.1

304

. 8<3

13

22

359

62

23

16

16

13

11

12

11

11

9.7

15

17

10

9.7

45

26

34

45

15

12

16

12

9.7

9.3

6.9

785

424

544

64.4

785

2.76

297

62

43

50

55

966

265

25

15

12

10

8.9

14

55

473

152

44

32

26

24

23

18

14

12

12

12

11

11

 

_____

98.9

963

2.92

10

10

9.7

9.7

9.3

8.9

8.9

6.5

6.2

6.2

6.5

9.3

6.9

8.2

7.6

7.8

8.5

245

129

40

23

17

15

13

12

11

682

1,360

245

61

42

105

1,360

3.4Q

35

42

29

23

22

32

25

20

L7

15

L5

L4

14

13

13

14

13

13

13

12

13

103

16

12

11

13

11

11

9.7

9.7

20.1

103

.63

IN 4.4 

IN 4.4

8.9

6.9

8.5

6.5

8.2

.8

.8

.e

.8

1

6.5

7.4

7.4

7.1

7.1

7.1

7.1

7.1

7.1

7.1

7.1

6.3

6.8

6,3

7.1

6.5

6.5

6.5

6.5

6.5

6.5

7.46

11

.24

CFSM 

CFSM

6.2

6.2

6.2

6.5

6.6

6. 8

6.8

6.8

7.1

30

91

34

11

9.7

9.7

9.3

1,11Q

42

14

11

8.9

6.2

7.8

7.4

6.2

7.4

8.2

8.?

12

8.5

50.2

l.inr

1.58

1.32 

1.00

10

24

10

7.4

6.8

6.5

6.2

6.2

5.9

5.0

5.6

5.4

5.4

5.9

7.1

7.4

5.9

5.4

5.9

5.9

5.9

5.6

14

36

22

.8

.9

4

2

.4

2

11.1

45

.36

IN 17.9 

IN 13.6

7,1

5.6

5.6

11

15

5,9

5.6

5.4

5.2

5.2

5.2

5.2

5.2

4.9

5.2

5.2

5.4

16

6.8

5.6

5.4

5.6

5.4

5.4

5.4

5.4

5.6

5.9

5.9

5.9

14

6.65

16

.22

3

3

9.3

7.8

7.8

6.5

6.5

6.5

6.5

6.5

6.2

6.0

6."

7. r

7.C

6.5

6,2

5.9

5.6

5.4

5.7

6.r

6.O

6.0

15

ft. r

6.0

fl.<"

6.5

5.0

5.6

5.6

6.33

15

.22
7-3735. West Fork Thompson Creek near Wakefield, La,--Continued

DISCHARGE, IN CUBIC FEET PEE SECOND, WATER YEAH OCTOBER 1«51 TO SEPTEMBER 1952

1

2

3

4

5

6

7

8

9

10

11

2

3

4

5

6

7

8

9

0

1

2

3

4

5

6

7

8

0

1

ME N

MA

MIN

IN

5.

5.

5.

5.

5.

5.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

6.

6.

5.

4.

4.

4.

4. 

4.

5.

4.8

6,

.13

.1

17

7.8

5.4

5.2

5.2

5.9

5.9

5.2

4.9

4.9

5.2

5.2

5.2

5.4

5.4

5.2

5.2

5.2

5.2

5.2

5.2

5.4

5.4

5.4

5.4

5.4

6.5

5. 9

5.6 

5.4

5.85

17

4.9

.166 

.19

5.4

5.4

5.9

7. ft

13

8.2

5.9

7.4

350

29

15

13

12

330

111

15

12

78

45

185

36

13

11

9.7

8.9

46

15

10

9.7 

9.3

46.2

350

5.4

1.51

8.9

8. 5

8.5

8.5

9.3

8.9

8.2

7.8

8.2

7.8

7.4

7.4

7.4

7.8

7. 8

7.8

7.8

7.8

7.4

8.2

8.5

3D

20

11

8.5

8.2

8.5

305

28 

15

12

21.5

305

7.4

.70

13

129

13

12

12

12

12

11

12

12

11

174

510

448

124

32

26

24

28

60

25

263

83

50

60

52

45

35

30

79.8

Sir

11

2.44

25

20

84

76

- 7

25

2 a

17

32

46

54

25

20

18

16

15

15

215

28"

123

30

25

22

20

18

17

lb

15

14

13

13

44.1

280

13

1.44

15

3C

50

160

50

3<-

20

17

15

13

13

150

96

22

17

15

13

13

13

13

13

12

50

31

16

12

12

12

12

11

31.5

160

11

1.00

IN 3.5

I

1

I

L

1

1

L

9.7

9. 3

ir

10

9. 7

8.5

8.9

8.9

3.9

8.9

15

l, n 3U

129

12

ir

12

13

15

11

9. 7

8. 9

8.5

7.4

7.4

47.7

1,03 1

7.4

1.56

CPSM

JUNE

7,4

7.1

6,8

8,2

8.2

8.2

ft, 2

127

ft o 2

fi.fl

6.2

6.5

6,5

6.5

6.5

6.5

6.2

6.2

7.8

10

7.4

6.2

5.9

5.6

6.2

5.6

5.4

15

6.8

6.2

11,5

127

5.4

.36

.73

JU1Y

46

6,8

6.5

fi, H

7.3

6.3

(,. t

7.4

6.2

5,6

6.5

6,5

17

8.?

9.3

8, }

7,4

6.8

6.2

5.6

5.4

5.2

5,4

5.4

5.4

11

6,5

4.6

6.5

'"

8,32

46

4.6

.27

IN P. 9;

4UO,

5,?

5.2

5, f

5.4

5,?

5,2

5.2

5.2

5.2

5. 2

5.4

5,4

5,2

4.4

4.2

4.'

4,4

4.4

11

16

4.9

4,2

5.4

9,7

5.2

4,4

3. Q

i. 9

3.9

i.9

5.5"

1ft

3.9

. 157

. IB

SEPT,

4.4

4,4

3,9

4.6

4,?

4.2

3.0

3.9

4.2

4.2

4.2

4 ?

4«?

4.6

4.0

4,4

4,f.

4,6

4, 4

5. "

6. P

4.0

4.2

4.2

3.9

3.Q

3.7

3.5

3, 5

3. 5

4.3-

6.8

i. 5

.112 

. 14

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR 0 TOBFH 1P52 T 3 SEPTEMBER 1Q53

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

MEAN

MIN

IN

 

2.

3.

3.

3.

3.

3.

3.

3.

3,

3.

3.

3.: 3.'

3.

3.

3.

3.

3.

3.

3.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

3.6

2.

.1

' 

4.6

4. 6

4.4

4.6

4.4

4.4

4.6

4.6

4.4

5.2

4.9

4.9

4.6

3.9

4.2

4.6

4.4

4.9

11

4.6

4.4

4.4

4.6

4.4

5.2

5.2

5.9

6.0

100

8.9

8.23

3.9

.26

0EC.~~

- -J

5.4

36

60

10

9.3

8.9

19

9.7

9.3

8.5

8.5

8.5

7.8

7.4

7.4

7.4

7.4

7.4

8.5

6.8

6.5

7.1

6.8

8.0

6.8

6.5

6.5

6.8

400

24.8

5.2

.81

8.9

8.5

8.9

9.3

9.3

8.9

8.5

8.9

12

11

9.7

8.5

8.5

7.4

7.4

7.4

329

43

24

17

15

18

568

48

30

24

22

2C

18

17

43.6

7.4

1.43

15

15

14

14

14

72

37

17

14

13

40

204

25

635

141

50

32

24

64

686

338

56

51

1,460

309

232

83

67

__ .

 -

169

13

4.99

- &G

5

0

8

2

40

37

35

33

45

2t490

IC6

75

50

171

52

46

40

39

36

36

610

342

52

37

31

55

40

24

25

156

24

5.10

?3

2

1

5

5

3

1

0

5

2

0

C

5

2

1

0

9.5

9.0

8.5

8.0

99

246

26

15

12

548

193

48.5

8.0

1.53

IN 2.9

49

4t

214

5.96C

244

150

100

80

6C

50

45

4°

It 73 3

5f

193

4?

917

3.81C

385

IfO

6C

0

C

: o

5

2

9

7

6

4

4 0

13

15.33

CPSM

11

If

9.7

9. n

8.5

8.r

8.C

7.5

7. 0

7.^

8.C

20

[5

l n

a. 5

8.r

7,5

7.C

6.5

6. 0

6.0

12

9.0

8.C

7.4

8.9

10

56

20

15

11.2

6.0

.35

.34

16

13

11

9,3

6.8

6.5

6,5

5,f>

5.9

7.1

6,'

6.2

7,4

5.4

7.8

6.2

6.R

6.5

7.1

7.1

22

20

19"

3C1

184

53

12

9.7

p. 7

11

31.5

5.4

1.03

IN 31. Tt

7. R

7.8

q. 5

12

7,8

7.e

8. 2

7.8

7. 8

7,fl

7.8

7. 1

^,5

6, 5

7, 1

7. I

5. o

7.4

13

11

318

68

18

9.3

7.4

6.2

7.8

8.5

7.8

6.8

20.2

5.9

.66

6.?

5.f

6. 2

5.0

5.0

5.6

5.6

5.4

4.9

5.'

4.P

5» 4

5.4

5.4

4,9

4. 9

4.9

5.2

4. °

4. P

4.9

4.6

4.6

4.9

4.9

4.9

4.9

4.9

4.9

4. 6

5.18

4.6

.16
THOMPSON CREEK EASIN

7-3735. West Fork Thompson Creek near WakefieM, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAH OCTOBER 1Q53 TO SEPTEMBER 1954-

L 

2 

3

5

6 

7 

6

10

11 

12 

13

15

17 

18 

19

20

21

22 

23 

24

27 

28

TOTAL

MIN

IH

4.6 

4.9 

4.9

4.6

4.6 

4.6 

4.6

4.6 

4.6 

4.6

4.6

4.6 

4.6 

4.6 

4.6

4.6 

4.6 

4.6

5.6

4.9

146.4

.15

4.9 

5.2

4.9

11

7.1 

6.2 

11

5.6 

5.6 

5.4

5.4

5.6 

5.6 

6.2 

6.5

10 

7.8 

6.2

5.6 

5.6

.21

6.8 

6.2 

16

8.9

7.8 

7.1

15

10 

9.3 

11

8.5

7.8 

7.8 

7.8 

11

8.5 

7.8 

7.8

7.8 

33

.67

8.5 

8.2 

7.8

8.5

7.8

7.8 

7.8

95

25 

12 

9.7

78

11

8.5 

7.8 

7.8

8.5 

7.8

6.8 

6.5

476.6

.50

8.5 

7. 1

6.8

6.5

6.5 

6.2

6.2 

6.2 

6.2

6.2

5.9 

6.2

10 

68

7.8 

20

6.8 

6.5

 "

6.5 

6.8 

14

7.8

15

8.9 

8.2

6.8

6.6 

6.6 

6.5

6.2

6.2 

6.2 

8.2 

7.8

6.2 

6.2

413 

55

.74

6.2 

7.8 

7.4

7.1

7.1

6.8 

6.8

6.5 

6.5 

17

8.2

13 

8.2 

6.8 

6.5

18 

11

5.4 

5.9

301.2

.32

5.4 

71

278

15

12 

11

8.9

8.9 

37 

19

8.5

7.8 

7.4 

7.4 

7. 1

6.8

9.7

8.5

.68

6.8 

6.8 

6.8

6.2

6.2 

6.5

6.2

6.2 

6.2

8.9

7.4 

7.1 

6.8 

10

7.1 

18

7.4 

7,1

18

.24

7.4 

8.5 

IP

8.2

11

8.5 

7.8

147

11

8.5 

7.8

151

7.8 

8.2 

13

4.6 

4.4

4.2 

4.4

151

.54

4,9 

4,6

4.4

4.4 

4.4

4.2 

4.2 

4.2

3.5 

3.1 

3. 1 

3.5

11 

9,3 

5.<,

5.9

4.6

11

3.1

.16

3. 1

3.1

fO

35 

7.1

4.2

3.9 

3.9

3.7

65 

12 

5.6 

4.9

5.6 

4,2 

3.5

3.3 

3.5

2«n,7

65 

3. 1

.30

DISCHARGE, IN CUBIC FEET PER SECOND, WATER 1EAR OCTOBER 1954 TO SEPTEMBER 1955

1

2

4

5

6

8

9

11

12

13

14

15

16

17

18

19

20

21

22

24

26

28

29

30

MEAN

MIN 

CFSM

IH

3.7

3.7

3.5

3.5

3.5

3.7

3.7

3.5

5.2

9.3

6.8

4.6

3.9

3.5

3.5

3.5

3.3

3.3

3.3

3.5

3.5

4.6

4.2

3.7

3,99

.113

.13

3.7

3.7

6.5

5.6

4.2

3.7

3.7

3.9

3.9

3.9

3.9

6.5

6.2

4.9

4.2

4.4

4.2

4.2

4.2

4.2

4.2

4.4

4.4

4.4

4.37

.124

.14

4.6

4.6

4.6

4.9

4.9

5.2

5.9

5.4

10

9.7

5.9

5.2

4.9

5.6

6.8

5.4

4.9

4.9

4.9

4.9

4.9

32

156

14

LI. 6

.329

.38

23

12

8.5

8.2

7.8

7.4

7.4

17

8.9

7.1

6.5

56

286

38

135

33

20

25

30

15

12

12

11

10

9.0

8.5

7.5

1,700

1,210

50

40

20

17

15

13

12

11

12

11

10

112

2,340

150

50

25

 

^ 

 

 

31. L

.881

1.02

217

6.15

6.40

16

14

12

11

11

10

9.5

9.0

9.0

8.5

8.5

8.0

7.5

7.4

7.5

10

15

9.0

12

8.0

6.5

5.5

5.5

5.5

9.22

.261

.30

12

8,0

6.0

5.5

5.5

10

324

81

841

2,660

60

43

32

25

20

13

12

11

IP

8.9

7.8

7.1

6.5

6.5

6.2

6.2

6.2

6.2

6.2

5.9

6.2

6.5

6.5

6.8

6.5

7.8

35

20

297

17

15

4.9

3.9

3.5

7.1 4.4

6.8 3.1

3.1

3.3

2.9

3. 3

4.6

2.9

2.9

15

6.5

5.6

5.2

5.2

4.9

4.6

4.4

4.4

4.4

4.2

3.9

3.9

3.9

95

21

9.7

r""" *-+- l

189

5.35

5.Q7

17. 1

.484

12

8.2

7.4

11

5.6

4.9

4.6

5.9

7.4

9.7

78

43

30

i63

57

11

8.9

13

7.4

5.6

5.6

20

9.3

424

._ 

13.4 35.2

.380

.56 .42

.997

1.15

24

459

21

11

8.9

7.4

7.8

5.9

5.4

4.9

4.9

4.9

4.^

4. 6

4.6

4.6

4.6

4.6

4.4

5.4

5.2

7.8

3.9

8.5

23.3

. 6bO

.76

SEPT.

9. 7

8.5

7.4

7.1

3.9

2.9

2.7

2.7

2.5

2.3

2.9

4.2

2.7

2.2

2.2

2.2

2.7

2.9

31

11

4.2

3.9

3.9

3.9

___ 

5.41

.153

.17

CAL YR 1954S TOTAL 4,175.8 MEAN 11.4 MAX 413 HIM 3.1 CFSM .32 IK 4.40

WAT YR 1955: TOTAL 16,528.3 MEAN 45.3 MAX 2,660 MIN 2.2 CFSM 1.28 IH 17.41
THOMPSON CREEK BASIN

7-3735. West Fork Thompson Creek near Wakefield, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1955 TO SEPTEMBER 1956

2

3

4

5

*

8

9

10

11

12

13

1*

15

16

17

18

19

20

21

22

23

24

26

27

28

29

30

CPSM 

IK

4.2

3.7

3.5

3.5

3.5

4.9

3.7

3.5

3.3

3.3

3.5

3.3

3.3

3.3

3.b

3.5

3.5

3.5

3.7

3.7

3.7

3.7

3. 7

3.7 

4.9

4.4

3.7

.12

3.

4.

3.

3.

3.

5.

3.<

4.

4.

5.

7.

5.

4.

4.

4.

4.

8.

4.

4.

3.

242

12

12

44 

7.8

7.1

7.1

.49

439

13

442

43

13

3.2

7.8

7.1

6.8

6.5

6.5

6.5

6.2

6.2

6.2

If 480

42

30

25

21

17

13

9.3

8.9

8.5

8.2

7.4

3.07

6.8

6.5

6.2

6.2

6.2

5.9

5.9

5.6

5.6

5.6

5.6

5.6

5.6

5.6

5.6

9.3

13

6.8

5.9

23

12

8.2

6.2

6.2

6.2

39

.28

372

684

844

90

49

658

261

449

62

29

42

35

258

121

60

31

25

24

16

13

12

11

10

9.7

9.3

------

146

4.4b

9.3

197

28

18

14

13

12

11

2,230

149

293

3CO

2.610

115

52

29

20

16

13

24

22

21

12

12

11

8.5

7.8

7.8

203

6.63

,610 M

APR.

7.8

7.4

51

150

20

10

611

297

62

42

31

20

13

12

11

9.7

9.3

8.9

6.9

8.9

8.9

8.9

8.9 

8.9

8.9

11

49.5

1.56

IN 3.1

9.3

17

9.3

8.9

8.5

8.2

8.2

7.8

7.8

7.4

7.4

7.4

7.8

7.4

7.1

7.1

7.1

7.1

7.1

6.8

6.5

6.5

14 

117

68

56

17.2 

117

.56

CFSM

25

8.5

7.1

6.5

6.2

5.9

5.9

5.9

10

7.1

64

17

129

8

2'. 3

2 6

4

2

9.7

7.8

7.4

7.1

5.4 

5.4

5.6

5.4

38.4

1.22

.43

5.2

5.2

5.2

5.2

5.2

5.4

5.4

5.4

5.2

5.2

5.2

5.2

5.2

4.9

4.1

4.9

4.9

69

20

28

5.9

4.9

10 

5.2

4.2

38

10.1

.33

IN 19.4

43

9.3

8.2

6.5

7.8

6.5

6.8

6. 5

7.1

16

8.2

7.8

7.1

6.5

6.2

5.9

5.9

21

8.2

6.5

5.9

5.9

5.9 

5.9

5.9

5.9

17.7

.58

SEPT.

5.9

5.4

5.4

4.6

5.2

4.6

3.9

3.5

3.3

3. 3

3, 7

3.5

3. 5

3.5

3.9

3.7

3.9

3.9

3.5

3.5

3.7

3.3

3.1 

3.1

3.1

4.2

4. (M 

6.2

.114

.13

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1°56 TO SEPTEMBER 1957

2

3

4

5

6

7

8

9

10

12 

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

MEAN 

MIN

CFSM 

IN

5.6

6.5

5.4

4.2

3.9

3.7

3.5

3.3

3.3

3.5 

3.5

3.3

3.3

3.3

3.1

3. 1

3.5

3.7

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.7

3.7

3.7

3.87

.13

3.9

3.7

3.5

3.7

3,9

5.6

5.6

4.2

3.9

3.7 

3.7

3.7

3.9

4.9

4.2

3.9

3.7

3.9

4.2

3.9

3.9

3.7

3.5

3.7

3.7

3. 1

3.7

3.7

118.9

.12

3.7

3.7

3.7

3.9

3.9

3.9

3.9

3.9

3.9

5.9 

31

10

5.6

4.4

3.7

6.5

73

63

10

1,600

226

20

12

11

10

8.9

7.8

6.8

3.7

2.28

5.9

5.9

5.9

5.9

5.9

5.9

5.6

5.6

5.6

5.6

5.6

5.6

5.6

5.4

5.4

5.2

5.2

5.2

5.2

5.9

7.1

5.6

52

7.0

4.8

7.1

4.9

4.9

z ;v

.23

71

30

12

8.9

7.1

6.5

6.2

5.9

5.6

5.6 

5.6

5.6

5.6

118

21

115

60

18

10

8.2

7.1

8.5

34

13

3.9

7.1

 

 

J3

.65

5.6

265

30

11

7.8

6.8

5.6

5.4

4.9

57 

25

10

6.8

5.4

4.9

141

40

13

718

117

23

101

18

11

8.9

8.2

7.4

7.1

1 .80

22

12

148

29

12

10

11

9.3

8.5

36 

12

9.3

8.5

116

232

36

16

14

113

197

100

17

11

9.3

8.2

7.8

7.4

10

1.70

IN 3.1

197

63

IS

10

8.9

7.8

7.4

7.8

8.2

7.1

6.8

6.8

6.8

6.5

6.5

6.5

6.2

6.2

5.9

6.5

7.1

32

7.4

5.9

5.2

4.9

4.9

.54

CFSM

6.5

8.9

5.9

45

9.3

6.5

6.2

6.2

5.9

5.9 

6.8

7. 1

5.9

6.5

6.2

6.2

6.2

6.5

7.4

7.1

6.2

6.2

5.6

5.6

360

2,000

20

9.7

2,000

2.73

.81

6.5

9.7

9.7

7.4

7.1

6.5

6.2

5.9

5.9

5.4 

5.2

4.9

5.2

4.9

5.2

7.8

5.9

5.6

5.4

8.5

8.2

5.6

5.2

4.6

4.2

3.9

3.9

4.6

141

.34

IN 11.0

7.4

6.5

5.6

4.9

4.4

4.2

4.2

4.6

4.9

4.2 

4.2

3.9

4.2

3.9

4.2

3.9

3.9

3.9

3.7

3.7

3.5

3.5

3.3

3.1

3.3

3.3

3.3

3.3

14

.15

--,

6.2

6.2

13

6.8

5.4

5.2

5.2

5.2

5.2

6.5 

9.7

6. R

6.5

6. 5

6.2

7.4

8.2

6.5

5.9

6.2

9.7

6.8

6.2

59

110

12

8.5

7.4

110

.39
THOMPSON CREEK BASIN

7-3735. West Pork Thompson Creek near Wakefield, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1957 TO SEPTEMBER 1958

1

2

3

4

5

6

7

8

9

10

11

12

13

1*

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL 

MEAN

MAX

*!N

CPSM

IN

6.8

6.8

6.2

5.9

5.6

5.4

5.6

5.2

5.2

4.9

4.9

4.6

4.6

4.9

13

532

17

8.5

7.1

6.2

5.9

7.B

23

12

6.2

5.2

4.9

4.6

4.6

4.9 

4.6

24.0

532 

4.6

.680

.78

4.6

4.6

4.6

4.4

4.4

7.1

8.9

336

24

10

7.1

6.2

463

944

26

9.7

7.1

938

78

12

7.8

199

176

251

109

42

26

22

20

14

126

944 

4.4

3.57

3.08

13

12

18

18

13

12

268

70

31

23

16

13

13

12

12

11

11

10

416

358

26

13

11

9.3

57

66

140

569

55

33 

45

76.

56 

9.

2.1

2.50

95

35

28

22

22

42

54

31

25

22

22

276

453

58

54

39

33

29

28

525

268

58

369

325

49

46

35

32

42

33 

30

103

525 

22

2.92

3.37

26

24

22

22

21

1.760

72

48

33

67

90

50

35

10B

170

70

40

30

25

21

19

18

25

25

20

18

17

17

 

______

103

Ii760 

17

2.92

3.04

16

15

14

14

16

52

78

88

54

31

24

21

20

18

17

16

57

63

29

21

18

18

636

152

44

24

18

14

91

96 

32

58.3

636 

14

1.65

1.90

22

18

15

14

13

12

11

10

364

78

29

15

12

19

62

22

14

11

10

9.3

50

13

9.3

8.5

7.8

7.4

16

391

72

68

46.8

391

1.33

1.48

23

13

12

32

67

15

12

11

10

11

12

10

9.3

8.5

8.2

7.8

7.8

8.2

29

72

10

7.4

70

85

29

12

9.3

8.5

8.2

7.4

7.4

20.4

85

.578

.67

7.1

7.1

7.4

8.5

15

7.4

9.2

25

8.5

7.1

6.5

5.9

5.6

5.4

7.1

9.7

8.9

53

19

8.9

14

501

98

24

11

9.7

8.5

7.8

7.1

6.8

30.7

501

.870

.97

6.5

6.5

6.2

6.2

6.2

5.9

6.2

30

91

116

43

20

46

33

14

11

9.7

9.7

8.9

8.5

8.2

7.8

7.8

7.4

7.1

6.8

6.5

6.2

6.2

6.2

5.9

18.1

116

.513

.60

5,9

6.5

6.8

6.5

7.8

7.8

6.8

6.5

17

7.8

5.9

5.6

185

40

9.7

66

20

7.4

5.9

5.6

5.4

5.6

6.8

1,340

62

15

11

9.0

8.0

7.0

7.0

61.5

1.340

1.74

2.01

SEPT.

7.0

6.9

6.8

6.8

6.7

6.7

6.6

6.6

6.5

6.2

23

12

6.8

6.2

417

279

147

109

80

538

60

U6CO

110

15

173

67

14

8.9

8.2

16

125

1,600

3.54

3.95

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1958 TO SEPTEMBER 1959

1

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

24

25

26

27

28

29

30

MEAN

HIM

IN

25

12

11

10

9.3

8.9

8.5

8.5

8.2

7.8

7.4

7.4

7.1

7.1

.8

.4

.8

.8

.5

6.5

6.5

.5

.8

.5

.5

.5

.5

.7

8.50

6.5

.28

8.2

6.5

6.5

8.5

7.1

6.5

6.5

6.5

6.2

6.2

6.2

6.2

7.1

55

14

9.3

16

11

8.5

7.1

6.5

6.5

6.5

6.2

5.9

48

23

9.7

11.1

5.9

.35

8.5

8.2

.8

.4

.1

.8

.5

.5

.5

1

1

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

1

.8

.5

.5

.5

.5

. 8

14.1

6.5

.46

62

20

13

11

9.3

8.9

8.9

9.3

8.9

8.5

8.5

8.5

8.5

172

3

1.0

6.4

8.5

2.49

60

1,230

174

463

96

58

43

46

49

36

965

109

389

515

100

72

58

43

39

36

35

320

232

100

70

52

_ 

 

204

33

6. 02

44

40

69

44

439

80

37

26

23

18

191

54

52

40

33

23

24

24

24

612

73

31

28

28

25

17

16

15

75.6

14

2.47

50

21

12

10

8.9

8.9

8.9

8.9

10

116

46

35

17

13

12

18

602

231

35

285

85

26

23

20

16

15

14

12

68. 8

8.9

2. 18

12

12

11

11

11

10

9.7

9.3

9.3

9.3

68

13

10

9.3

8.9

8.5

8.5

8.5

8.5

9.7

10

11

8.9

8.5

9.3

8.2

8.2

8.9

13.6

8.2

.44

15

10

8.5

7.8

9.3

11

8.2

25

12

13

7.1

20

12

11

12

11

9.3

8.9

8.9

8.9

8.9

12

8.9

8.9

8.5

8.9

8.5

8.9

11.8

7.1

.37

11

57

30

12

10

9.7

20

38

25

83

15

9.3

34

33

13

235

22

15

13

12

13

25

32

15

17

12

11

11

32.3

9.3

1.05

30

11

7.4

6.8

6.5

5.9

5.6

6.5

28

7.4

6.5

5.6

5.6

5.6

5.6

117

68

15

37

14

11

8.9

8.9

11

11

8.5

8.2

8.2

16.0

5.6

.52

7.8

7.4

7.4

7.1

15

22

27

9.3

8.5

32

8.2

7.1

8.2

6.5

5.9

5.6

5.6

5.4

5.4

5.4

5.4

5.2

5.4

5.9

5.6

5.4

5.6

5.4

8.75

5.2

.28

CAL YR 1958: TOTAL 18,096.4 MEAN 49.6 MAX 1.760 M1N 5.4 CFSM 1.41 IK 19.07
THOMPSON CREEK BASIN

7-3735. West Pork Thompson Creek near Wake field, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1059 TO SEPTEMBER I960

2

3

4

5

6

8

10

2

*

5

6

7 

8 

9

0

L

2

3

4

5

6

7

MEAN

MAX

MIN

IN

5.2

5.2

6.2

6.5

L2

6.5

6.2

8.5

31

9.3 

7.4

7.4 

7.1 

6.8

6.8

7.1

7.1

7. L

6.8

6.5

6.8

10

7.4

8.06

31

5.2

.26

7.1

7.1

248

137

10

6.8

6.Z

0.2

6.5

6.2 

6.5 &.;

6.2 

6.5

6.5

6.8

6.9

7.1

7.1

6.5

6.5

7.4

6.8

19.2

248

6.2

.61

7.1

6.8

6.5

6.8

6.8

6.5

6.5

25

6.2

5.6 

439

1.78U 

42 

18

13

10

9.3

9.7

9.3

8.5

8.2

31

23

82.5

1.730

5.6

2.70

20

43

21

20

164

22

15

13

14

29 

15

542 

55 

21

15

13

13

13

13

13

12

26

15

44.6

542

12

1.45

14

13

101

130

31

18

15

14

14

17

15 

23

18 

69 

26

18

308

87

32

24

40

21

16

15

39.8

303

13

1.22

15

115

48

22

15

13

12

11

10

9.3

30 

18

11 

9.3 

8.9

8.2

7.8

7.8

7.8

8.9

7.4

7.4

118

55

21.3

118

7.4

.70

9.7

11

152

30

15

13

11

10

9.3

8.9

8.9 

8,9

8.9

8.9 

8.5

8.9

8.9

8.5

8,5

8.2

8.2

H.2

8.2

7.8

7.8

14.9

152

7.8

.47

7.4

7.4

7.4

7.8

205

79

10

7. S

7.4

7.1

7.1

7.1 

6.8

6.8

6.5

6.2

6.2

6.2

5.6

5.9

5.4

5.4

16, 1

2G5

5.4

.53

5.2

5.4

5.2

5.2

4.9

5.6

5.4

4.4

4.2

4.2

3.9

3.7 

3.7

3.7

3.9

3.9

'.9

3.9

3.7

4.2

4.2

3.9

5.14

?9

3.5

.16

3.7

3.7

3.5

3.3

3.3

3.3

3,3

3,9

a." 7

4. 2

17 

3.9

3.5

3. 5

3,3

3.1

3.1

3.1

3.1

2.9

?,Q

2.7

4,37

17

2.7

.14

5.6

7,4

161

15

6.5

6.5

5.2

21

11

6.2

4. 9

6.2 

4.2 

5.6

1, n

5.3

17

12

'S

7.4

5.4

4.9

3.5

4.?

.58

SEPT.

4.4

4.6

.4

.4

.4

.?

6.2

4.6

4.2

3.9 

3.9

3.9 

4.2 

3.9

3.9

3.9

3.0

4.2

3.9

3.9

3.0

3.9

3.7

4. 23

b. 2

1.7

.13

fFSM 1.71 IN 2?
7-3735. West Pork Thompson Creek near Wake field, La.--Continued

7 

8

11 

12

14 

15

it

17

IS

l c20

11

22

z 3

24

25

21 

2o

29

3C 

51

TGTAL

MEAN 

WAX

CFSM

IN.

5.f

<,.--

6.9

3.*

H.9

3.1 

3.1

3.i

! ,£>

26

li

9. j

3.1

16

12

7.^

6. J

5.6

5.2 

5.2

5.2

6.3

343.5 

11.1 

145

.31

.3o

5.2

4.^

5~.2

5.? 

'..'J

4. -=

£.6

t:«

5.2

5.,;

6.8

3.6

1J

12

3.6

t *

5.6

5.6

5.6

5.6

13

.17

.1 =

5.2

5.t

*" Q

4.2

 «.i>

".ii

4.6

5.i

o.O

0.0

4.i

4. ^

4.9

lj

5.6

6.4

0.4

6.1,

5.4 

37

71

12 

7.7

71

.25

.29

clt

t. nj

6.C 

5.6

5.2

12

;i

7.2

6.4

4d

211

75t

Itl

Jc

If

15

ItL

< .5

8.1 

7.7

U.I

It

7=18

1.35

1.56

8.1

1?

7.7

6.8 

6.8

6.4

7.Z 

7.7

6.4

.0

.0

13

7

2

14

10

IT

1-il

Z5

11

1C

 _

191

.65

.67

2T

14

1?

13 

\\

U

".5

ar

27 

16

12

1C

d.l

r.2

57

2C

13

11

9.5

a.o

it

8.6

7.7

7.2

8C

.52

.60

U.4

t-'

5.6

7.7

7.7

7.7

6.4

6,4

e,4

6.C

t.t

t.,4

6..C

«,.6

5 .6

5.t

5 .2

5.2 

5.2

4.?

4.2

8.6

. 18

.21

^.^

1,6

'' '

3.6 

3.6

'.f3.t

3.f

3.=

3.6

31

12

6.P

S.t

5.t

4. ^

4.6

4.2 

4.r

4.2

3.=! 

3.6

31

.15

.18

"".*

'.6

3.c

' f

3.B

^.4

3.'4

3.t

^ .1

I'

7.7

14

t.5

7, t

6.4

6.[>

in

3.6

6.4

*'

18

.17

. 1"

37

!

7. '

3."

3.1

3.-

*.<-

3.1

^. r

6. h

a . °

5.5

".'

42

^P

fi. 1

7. 2 

150

3H

14

153

.41

.47

f.

*.f

h.r

C I**

r"

*: f

ft.a 4.«

4.6

4.6

e.<>

i:

B.I

h.B

If

6.0

6.1

5.2

If

.21

4.2

Z. 7

3.4

14

7. r

6.8

5.C

4. '^

4.2

3.^

3 . 6

3.6

3.b

3.6 

<-.2

3. O

3.6

5. OR 

33

.17

.1"
THOMPSON CREEK EACIN 

7-3735. West Fork Thompson Creek near Wakefleld, La.--Continued

2

^

4

5

7

1C 

11

12

13

14

15

lo

17

18

19

2u

21

22

2J

24

25

26

27

28

2 G

3C 

31

MEAN 

MAX 

HIM

IN.

3.1

j.l

3.1

3,6

3.9

3.c,

a .9

3.9

3.6

3.6

3.6

3.6

3.4

3.4

3.4

3.4

3.4

3.4

3.4

3.6

j.l

2.3

2.9

3.49 

2.5

.11

NOV. 

 

3.h

3.0

3,4

=t.t>

3.0

4.^

4.5

4.9

4.°

5.2

5.2

5.0

6.0

6.0

t>. (:

6.8

7.7

9.C

14

12

8.0

6.8

6.f

16

16

3.4

.22

H.t

16

4.-=

4.6

o.C

It

15

147

22

11

a. 6

O.8

6.4

O.B

44

18

16

12

s.c

7.7

b.4

6.U

5.2

4.5

14.1 

4.2

.46

«t.2

4.2

146

2r

3C

2£

2C

2C

15

12

161

522

35

22

le

16

14

14

3C

30

It

12

lo

8.6

S.I 

9.0

4.2

2.11

7.7

7.^

6.d

32

10 

3.3

6. B

6. 8

6.3

7.7

8.1

12

12

145

28J

25

20

Id

17

16

25

387

36

25

22

H

41.5

1.77

2, '43

1 1

122

47

27

25

?5

2o

1^

4S

715

54

35

31

375

7i,

3

3

2

2

2

3

2

2

2

1

1

177

13

5.7 =

1<<

l c

1 =

24

1C4

2'.

4.2

3.1

427

58

13

12

12

12

27

17

It

le

IS

1»

14

812

86

3o

24

20

3.1

2.55

149

7 4

IP

14

12 

12

11 

11

11

10

10

10

10i"

13

9.5

9.5

*.o

12

9.0

1C

9.5

8.6

S.6

9.5

8

2 

1

8.6

.54

6."

ft.C

5.6

4.2

4.9

4.9

4.9

4.Q

4.3

4. 6

4. ft

4.6

4.9

4.°

4.6

4.9

4.6

4.0

5.6

1C

0.5

5.6

43

12

18

51

8.95 

4.2

.28

54

1.1 1C

44

13

7.2

14

73

3.9

4.2

5.2

?.7

2.5

12

1-3

16

If

15

14

48

14

1C

31

20

16 

16

51.4 

2.5

1.68

5. A

5.2

4.=

24 

11

3.6

2.7

?.4

1C

2=

12

3.1 58

38

12

7.2

7.2

7.2

7.2

7.7

6.4

5.2

5.2

4.9

4.6 

4.6

1C. 4 

38 

2.4

.34

5.2

5.2 *>.o

13

= .5 

3.0

6.r

5.6

5.2

5.2

5.2

5.2

6.0

8.1

6.8

6.f,

5. f

5.2

4.°

4.9

4.9

4.9

5.2

3.6

I?

10

6.76 

13

.21

CFSM 1.17 IN 15.9£

DISCHARGE. IN CUBIC FEET PER SECOND, HATfcP YEAR OCTOBER 1964 TO SEPTEMBER 1 C 65

1

2

3

4

5

0

7

8

9 

10

11

12

13

14

15

16

17

18

19

20

21

22

23

2*

25

26

27

28

29

30

31

MEAN

MIH

CFSM

8.1

6.8

1

5,6 J

e

2

9

8

5

4

2

1

1

1.5

8.6

8.1

7.7

7.2

6.6

6.8

6.0

6.0

5.6

5.6

5.6

5. o

5.6

5.6

5.6

5.2

194 

5.2

5.50

6.3*

4.9

4. Q

4.9

5.2

5.2

5.6

6.4

6.0

5.2

5.2 

5.2

5.2

5.2

5.2

5.0

5.6

5.2

5. 2

11

14

5.6

5.2

5.2

12

11

5.6

280

1,40?

38

lo

63.3 

4.5

1.7?

2.00

15

14

13

1-.6

40

22

16

14

14

16 

1,200

52

22

ia

16

15

14

130

2°

17

16

15

14

13

13

12

12

11

10

LC

1C

63.2 

1C

1.7^i

2.0*.

10

9.5

1C

11

10

1C

1C

1111

12 

11

S.8

<;.8

9.6

9.8

9.5

8.9

8.9

6.9

b.o

O.T

95C

11°

25

17

15

12

11

11

11

1C

8.9

1.27

1.46

9.2

8.4

8.1

7.8

7.8

9.5

13

9.8

0.5

950 

100

I,0n0

34

31

25

55

l.ion

52

33

31

?8

25

24

500

33

29

25

25

 ,

_ 

_^Z^1

7.8

4.23

4.41

2 , 8t-'0

378

n2

31

25

20

20

20

2°

19

21

24

Iv

17

17

1C 4

57

28

24

21

20

19

18

18

17

17

16

16

= 9

41

3.71

4.2B

19

16

14

13

12

11

11

1C

10

9.8

9.8

9.5

r-.2

= .2

8.9

8.6

8.4

°.4

8.1

7.8

7.6

7.3

7.3

7.8

87

485

23

14

12

^_____

7.3

.83

.92

IN 4.C

10

9.2

8.4

8.1

7.6

7.3

7.3

7.1

7.1

6.2

6.2

 ..2

6.C

6. n

6.0

6.0

5,5

5.5

5.5

5.5

5.5

14

16

12

10

9.2

8.4

6.4

8.4

7.8

5.5

.22

.26

CFSM

6.2

4."

5.1

4.9

4.=

4.9

4.9

4.°

4.6

5.1

5.1

4.6

4.4

4.4

259

21

15

12

11

9.5

9.2

8.6

8,6

«.5

9.8

34

35

! 

6.6

^=

4.4

.50

.56

.88 IN 

.90 IN

7.1

13

6.

5.

4.

4.

4.

18

22

4<>2

34

24

17

14

 12

12

17

12

11

10

9. 5

0.5

9.2

9.2

IP

10

175

*2

16

0.2 

1.115.8

4.2

1.02

1.18

25. 58 

27.08

6.9

6.9

4.6

4.4

5.1

4.4

4.2

4.4

4.6

8.1

5.1

5.1

34

7.6

5.3

4.4

4.4

4.0

4.4

5.3

39

15

7.3

6.0

5.1

4.0

6.?

6.0

4.C

4.0

 

7.51 

4,0

.21

.25

SEPT.

33

28

16

7.3

6.2

7.3

5.5

5.3

5.3

36?

If11

8.0

7.3

6.4

6. 3

7.8

A. 4

5.1

60

I?

7.6

7.6

6.2

6.2

6.2

6.2

6.0

6.C

^m

LC6 

2,510 

5.1

3.01

3.36
MISSISSIPPI RIVER DELTA 93' 

7-3750. Tchefunota River near Polsora, La.

Location.--Lab 30°36'SS", long 90°14'55", on line between SE^NE^ and SW^NE^ sec.13, T.5 S., R.9 E. ,

 S"t." Helena meridian, near center of span on downstream side of bridge on State Highway 40, 

1.2 miles upstream from Bull Branch and 3.8 miles southwest of Folsom.

Drainage area.--95.5 sq mi, not including Bull Branch which has a drainage area of 7.5 sq mi at 

Highway 40. Total drainage area for extreme floode is 103 gq mi.

Records available.--October 1943 to September 1965. Prior to January 1944 monthly discharge only,

 published in WSP 1311. Prior to October 1954, published as Chefuncte River near Polsom.

Gage. Digital water-stage recorder. Datum of gage is 62.11 ft above- mean sea level, (Louisiana 

(Teodetic Survey bench mark). Prior to June 9, 1944, wire-weight gage, and June 9, 1944, to 

Apr. 7, 1964, graphic water-stage recorder, at same site and datum.

Average discharge.--22 years, 164 cfs.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (1,300 cfs), water years 1961-65

Date

Feb. 18, 1961 

Feb. 22, 1961 

Mar. 19, 1961 

Mar. 29, 1961

Nov. 14, 1961

Time

2230 

0550 

0750 

2000

0700

Discharge

8,900 

* 24,600 

1,640 

1,990

* 25,500

Gage 

height

E0.42 

22.07 

15.54 

16.18

22.10

Date

Dec. 10, 1361 

Jan. 6, 1962 

Jan. 28, 196C 

Apr. 7, 1362

Oct. 2, 1962

Time

1600

0400 

1200

Discharge

3,520 

3,040 

1,680

* 1,180

dage 

height

17.82 

17.37

17.90

14.11

Date

Mar. 3, 1964 

Mar. 16, 1964 

Apr. 27, 1964

Feb. 18, 1965

Time

0930 

0730 

1215

1200

Discharge

* 5,44o 

1 , 990 

4,100

* 2,420

Oage

height

19.05 

16.16 

18.21

16.78

Water year

1962 

1963

Date

Oct. 28, 1961 

June 12-14, 1963

Discharge

46 

36

Gage height

b 5.37

c s.oe

Water year

1965

Date

June 25, July 7

Discharge

38

Gage height

5.18

a Occurred Oct. 25-24, 1960.

b Occurred Sept. 30, 1962.

c Occurred Aug. 20, Sept. 11, 12, 1965.

1943-65: Maximum discharge, 29,200 cfs (revised) May 3, 1953 (gage height, 22.26 ft), from 

rating curve extended above 12,000 cfs by contracted-opening measurement at gage height 22.10 ft; 

minimum, 33 cfs Aug. 29, 1957, Oct. 31, 1963; minimum gage height, 4.92 ft Oct. 27, 1955.

Revisions.--The figure of maximum discharge for the water year 1953 has been revised to 

29,200 cfs May 3, 1953 (gage height, 22.25 ft), superseding that published in WSP 1281.

Remarks.--Records good except those above 14,000 cfs and those for periods of no gage-height record, 

which are fair.

Revisions (water years). WSP 10E7: 1944 (M), 1945.

DISCHAP.St, IN CUBIC FEET PER SECOND, HATES YEAP OCTOBFR 196C TO SEPTEMBER 1961

DAY

i

5

7

lu

11

l;

14 

l->

ii

?i

26 

27 

2f 

Z<

Jl

TbTAL

MAX

IN.

OLT.

i

7 

7

43

17

45

4-,

4i> 

45 

4t.

52

I,ti2

NuV.

7 1

47

tfs

46

",7

= '-

H9

73

.5H

DiC.

4>»

 »S 

if

tf

^

52

t>b

It 

5b

54 

54

7-,

!'-

.at

JAN.

152

37 

74

t;i

37?

t35

4=>b

;is

79 

155

^74

341

c2Q

14;

It

2.49

FEtf.

118

! j

1C? 

91

6^ 

7o

fai 

04

1,130

MC 

5P7 

3t3

_____

3,, 2j5 

64

li.7

MAP.

3b2

If i 

177

774 

344

13-

lib

112

215

?lo 

H5

135 

15t 

4Pi

1,75 j

1.3i,

11-

S.-5

APR.

774

IDS 

2 If 

165

Lll

211

238

H-a

16°

154

128

7<=

P8 

37

 il

7°

? 7*

2. 27

MAY

76

88 

15 

76

177 

79

71

76

115

103

08

ftS 

7°

74 

68

66

*4 

61

61

l.Ot.

JUNE

61

61

53 

 58

S8

58 

68 

61

61 

64

61 

76

91 

79

112

64 

71

85 

71 

6fc 

64 

61

58

.R!

JULY

bl

164 

8(5 

71

66

74

01

293 

4«4

4S8 

255 

It?

^7 

16?

82

131 

57

57 

216

132 

53 

74

161 

til

AUG.

68

64

S3

238 

154 

<!4

79 

71

66

S4

61

&1

61

?8 

58

5

5 

5 

5 

5

7...

5

.8

SEPT.

56

58

64 

61

58

54

56 

61

81 

130

197

i.ise

978

554 

200 

112

7<J 

74

68 

66

64 

61

Al 

61 

61

4,841 

161

1,180 

54

1.S9

«AT Yf liftl: TtTAL
938 MISSISSIPPI RIVER DELTA

t 

7

11 

1«! 

li 

It 

Ib

17

Id

2o 

21

23 

£<t 

Z5

2 = 

27

2fl

31, 

31

TOTAL 

MEAN 

MAX 

MIN 

CFSM 

IN.

5->

id 

5f<

58

54

52

5>. 

5u

43

4d

4(3 

47 

47

47

47

.65

47

58 

b4

52

50 

 <i2

«.,530

L65

146 

128 

340 

6^3 

445

224 

lal

136

47

9.35

7-3750. Tchefunota River near Folsorn,

li C

86 

85

91

2.27L 

2.73C

2,2dC 

364

484

3J£

^4ts 

206 

177

161 

153

let

loC

d5

8. 9C

151-

2, (.00 

1,CGO

300

lijQ

540

?co

500 

300 

Z50 

ill 

193

200 

916 

1,420

27S

140

6. 04

229

146 

130

118

luO

94

88 

85 

88 

SB 

83

B5 

82 

82

82

1.24

65

ICO 

85

79

76

82 

82

68 

60

68 

68

68 

86

L53 

"I

71

74

64

1.06

16L

68

95 

2,140

515

165 

198

128 

100

91 

91

88

85 

85

85 

R5

as

1,060

66

3.52

La . Continued

426

106 

91

85 

79

71

68 

66

64 

64

76

64

64

61 

61

61 

61 

61

58 

71

58

1.03

462

115

88

151 

268

165

04 

88 

85 

103

198 

115 

82 

79 

188

258

« 

85

114 

173

112

153

79

1.98

150 

85

74

68

64

64

58 

58

56 

56 

56 

61

58 

56 

56 

58 

56

54

52

54

54 

56

64

68 

94

52

.T)

71

82

74

71

61 

56 

54 

52 

50

50 

50 

48 

50 

52

52 

52 

52 

52

50

50

52 

54

61 

82 

97

61 

61

48

.72

58 

56

54 

54

56 

56 

56 

56 

56

56 

56 

54 

52 

52

86 

103 

66 

56 

54

52

50 

50 

50

50 

50 

50 

48 

48 

 

56.4

46 

.59 

.66

Note.--Wo gage-heig rd Dec. 28 to Jan. 23.

DISCHARGE, IN CUBIC FbET PER SECOND, WATfcR YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1 

2 

3

7

lo

11

11

13 

14 

15

16 

17

IB 

H 

22

21 

22

23 

24 

25

27

282<;

3u 

31

TOTAL

MEAN 

MAX

MIN 

IN.

OCT.

^01

3BJ 

117

83

71

61 

61

i.3 

53 

5b 

b5

55 

57 

bo

55

63

53

52 

52 

52 

51 

52 

52

3,278

51 

1.2B

NoV.

52 

51 

51

51

50

50 

5G 

bC 

51 

51

51 

51

51 

5G

51 

52 

52

87 

85 

*8

5d

56 

5<j 

55 

55 

i>5

l.obl

50 

.65

DEC.

55 

55

55 

54 

54

54

54 

55 

55 

55

55 

54

54

56 

5b 

56

62 

76

64

64 

63 

141

32C 

20C

2,233

.8=

JAN.

109 

87 

75 

70 

66

65

64

63

62

62

64

89

82

^>B 

80 

150

21C 

150

80

140 

liO 

80 

130 

110

3,271

1.27

FES.

90

180

130 

100

86 

80 

76 

74 

72

100 

1<=0

121

85 

79 

88

149 

117

467

224 

161

4,650

1.81

MAR.

133

105

120

383 

304 

181 

137 

129

117

97

81 

78

71 

67

63

62 

59 

58 

58

3,324

1.29

APR.

56

55

53

56 

66 

62

56

52

48

46

47 

47 

46 

46

46 

46 

46

48

1,519

.5°

MAY

46

44

44

42 

40 

42 

42 

42

40

4C

40

48

62 

56 

51 

48

45

44 

42

42 

40

1,388 

71

.54

JUNE

40

39

38

38 

3B 

33 

38 

37

36

37

37

40

44 

64 

58 

62

54

48 

4ft 

45

1,276 

64

.50

JULY

182

200

90

80 

lf>C 

80 

70

60

52

49

46

44

46 

45 

44 

43

45

5 

0 

6 

* 

3

2,258 

260

.88

AUG.

66

60

46

45 

44 

44

44 

44

43 

42

42

42

40

48 

91 

56 

49

93 

56 

48 

48 

71 

55

1,595 

93

.54 

.62

SEPT.

54 

47 

44

44

43 

43 

42 

42 

42

40 

42

80 

58

109

65

50 

48 

46 

44

44 

44 

44 

44 

44

1,668 

55.6 

100

.58 

.65

t«AT VR 19bj: TOTAL 23,171 MEAN 77.2 MAX 1,000 MIN 36 CFSM .81 IN 10.97

Mote.--No gage-height rec Oct. 2, July 1 to Aug. 1.
MISSISSIPPI RIVER DELTA

7-3750. Tchefuncta River near Folsom, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 19e' TU SEPTFMSKR 1964

1

3 

it

5

t

7 

S

1C

11

12

14

17

ie

l,

21 

22

24 

f5

26 

27 

26

29

31

MEAN 

MAX 

MIN

IN.

42

42

41

4C

39 

39

3-,

38 

37 

38

35

35 

35

34 

3B.I,

34 

34

35

44 

39

37

37 

37

3B

61

64

47

41,7

46 

52

50

45

 *8

107

89 

72

52

37

52

52

55

71

2D4 

161

153

240 

199

206

IDS

"54 

169

105

89

84

66 

65

64

315 

71B

117

2CS

4,260 

1.51C

lei

125

1C 5

lei

425 

3*5

1P1 

1 C 9

57

57r

89

30

89 

192

86 

77

86

66 

64

.1

802 

3,460

314

172

2?9

BS 

78

66 

76

74

59 

5P

57

5^

6 n 

58

57

53.9

61

58

53 

52

51

51 

50

55

48 

48

48

1C1 

78

55.4

85

ar

66 

58

52

51 

51

5C

SI

50

47

50

50

49

112 

71.4

66

5C

47 

?4

76

56 

51

52

52 

58

53

46 

46

4? 

57.5

43

45

't3

43

4?

41 

4f

38

42 

45

42

39

36 

38

1,236 

4L.2

3B

1

2

5

8

il

U

1- 

14

1 = 

U,

Li

1^

^1

i-i

2-

jl

KAX 

M1N

IN.

CAL Y 

«AT Y

07

51

5,

4'r

46

4b

47

4t

HD

47

63

f 2

H7.

.,d

< 1965: T

CISCHA

57

46

:,

43

55

142

1^7

5L.

 

5^5

l.i.7

.TAL 4i,0:

109

iL3

L,3U

336

3IS

132

111

37

7b

1.31C

3.44

3

78

7'-

96

80

**

1,110

blO

173 

143

HI

1,110

2.26

1EAM 1*2

 =1

1=0

431

234

2.16C 

1 , 2ZC

1*0

231

134

 

2.L6J

J.f9

M4X

4Ci

11H

117

1C4

"8

74

77

117

3f-;

I. 1?'

:,160

102

64

61

59

5;

5]

L31

.73

IK 38 

IN1 39

I,

47

46

«

61

4f-

*5

*6C

.57

CFSM 

CFSH

43

54

45

43

39

4^

82

.5'

.78 IN 

.29 IN

9.91

-SEP 1965

40

4C

68

5 '

46

59

43

5'

68

74

3'=

24.23 

17.54

52 

77

42

52

6 ,

49

7T

65

*e

61

~ 4t

.79

51

8,'

5n

41

I'l

115

7B

60

53

62

50

t5.3 

197 

41

.68

.76
MISSISSIPPI RIVER DELTA

7-3755. Tangipahoa River at Robert, La.

Location. Lat 30°30'23", long 90'21'42", in lot 39, 1.? 3., R.6 E. , St. Helena meridian, on right 

bank just downstream from bridge on U.S. Highway 190, 1 mile west of Robert, 2 miles downstream 

from Chappepela Creek, and 6 miles east of Hammonj.

Drainage area. P4P sq mi.

Records available.--October 1938 to September 1965.

Gage.--Digital water-stage recorder. Da turn of gage is R.87 ft above mean sea level, datum of 1929, 

supplementary adjustment of 1941. Prior to Nov. 25, 1939, wire-weight gage and Hov. 25, 1939, 

to Oct. 13, 1964, graphic water-stage recorder, at same site and datum.

Average discharge.--27 years, 1,099 efs.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges atove base (5,000 efs), water years 1961-65

Date

Feb. 19, 1961

Mar. 20, 1961 

Mar. 30, 1961

Nov. 14, 1961

Time

1900

2400

1145

Discharge

16.UOU

16,500 

10,400

* 30,100

Gage

height

17.62

1 7 . 70 

16.48

20. LIE

Date

Jan. 6, 1962

Apr. 8, 1962 

Apr. 30, 196E

Feb. 25, 1963

Time

S330

0630 

0700

Discharge

10,600

9,340 

21,000

* 2,040

Gage 

height

16.55

18.50

10.51

Date

Mar. 17, 1964

Oct. 7, 1964

Feb. 18, 1965 

Mar. 3, 1965

Time

0030

1630

1500 

240O

Discharge

8,450

* 14,800

11,20O

6,550

Gage

height

15.93

17.36

It .69 

15.18

water year

1961

1963

b Occurr

Date

Nov. IS, 19 en

June 10, 11, 15, It

ed Oct. 25, 26, 1960. 

ed Oct. 2U, 1961. 

ed June E4, 25, 1965.

Discharge

332

E98

Gage height

a 4.44

4.62

water year

1964

Date

Oct. 30, 31, 1963

Discharge

C78

aage height

4.50

1938-65: Maximum discharge, 5U.500 efs May 3, 1953; maximum gage height, 23.13 

minimum discharge, 264 efs for several days in October 1939; minimum gage height, £ 

1939.

Maximum stage known, 27.1 ft in 1921, from floodmark.

Rema rka.--Re corrts good.

1

7

8

1C 

11

14

It

21

51

MAX 

MIN 

CFSf

IN.

4,.

37^

3» U

3fcd

376

37.

424

III

. 0

574

4V.

*>,

3o5

631

342

.5-

,bf'

354

J54

354

3 "5

137

424

59fi

538 

354 

.64

.74

844

9^

*,*

Z.-310

2,«2C

b75

1.34C

532

1,12-

'«-

875

57"t

ll.bOu

574

4,5-

2,4

,.BC.

822

I5,4f0

c'^J

822

7,710

5,1 dC

1.7,

l.LSL

ei r 

74L.

<,-

°"

S37

6 '

63=1

523

523

5,-

^;

1,12'-

U-0

495

i , : "

} =

*:>

1 , 3 ,1 

1,1 5 

1,17-3

1, 1

-«l

il'v

1,11'

Sv

71C

1,310

666

SEPT.

tei

s°6

71 f 

77C

f6 

1, 7.1

?, 7V

tJ3

35,111

623 

1.81

CAL YR H6C: TOTAL 2dB,243 CFSM 1.22 IN 1 6. 5«
MISSISSIPPI RIVER DELTA

7-3755. Tangipahoa River at Robert, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WftTEP YEAR LCTQBER 1561 TO SEPTEMBER 1962

1

2 

3

5 

6

7 

8 

9

10 

12

IB

23

28 

29

MEAN 

MAX 

HIN 

CFSM

IN.

681

830

saa

509

481 

495

830 

481

1.01

4-*5

537

,82C

,350

,910

981

24,000 

481

710

11,900

,260

,180

,330

18,000 

710

9,350

3,510 

4,610

2,780

4,590

10,2CO 

1,140

,070

890 

860

860 

860

 

1,670

860

33^

ace

740

725

666

1,170 

666

8.18C

eoc

6 66

608

9,860

19,500 

5«0

92 C

725

681

638

580

9,080 

580

,45C

,C6C

,G4C

981

800

R30

3,110 

740

2.45

B;"I

7K

62?

535

535

522

548

890 

510

585

685

548 

522

522

485

472

710

595

511

39C' 

472

485

450

t85 

522

548

660

572

450

43C

420 

410

14,589

486 

660 

410

.84

MAX 24,000 WIN 41C CFSM 2.59

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

3

4

5 

6

8

9

11

15

16 

17 

18

20

23

25

28 

30

MIN 

CFSt" 

IN.

757

1,320

548 

498

460 

450

472

430

430 

550 

58C

485

498

450

420

.85 

.98

420

4 1C

410

410 

410

410

430

420 

410

472

430

42C

.65 

.73

420

420

420

42C

410

420

420 

420

460

460

1,260

.76

.88

800

572

510

472

535

610

548 

535

,540

980

651

807

1.25 

L.44

67-8

832

1.040

680

780

692

638 

612

920

1,980

1.009

612 

1.56 

1.63

950

776

776

748

625

625 

638

586

534

52C

510 

1.C8 

1.25

510

500 

500

469

456

432

420 

420

396

384

384

384 

.68 

.75

373

373 

373

351

351

340

340 

329

396

384

329

444 

318 

.56

.65

318

318

318

308

308

308

308 

308

396

508

362

308 

.55 

.61

560

547

5C8

*56

373

599

560

444 

420

625

420

396 

,M

-a:

362 

.72

.S3

384

508 

420

362

351

384

329

329 

32"

508

384

362

318 

.58 

.67

373

362 

351

329

329

318

384

396 

432

351

329

340 

351

318 

.55 

.62
MISSISSIPPI RIVER DELTA

1

4

7

U 

11

1<L

13 

14

16 

17

1<>

21

22 

i3

25

31 

TOTAL

MAX

HIM

[N.

329

±li

3\<d

3fla

3C8 

308

25B

t^a

288

236

278

.55

DISCHAP

3j*

3.8

2^3

2v a

238

<t 32 

4t'e

.OC

7-37 

GE, IK, Cl

3B4

.t.aiG

632

638 

7*8

-.44

. * }

55. Tang

BIC FEET

f ?B

1,280

l,2BO

1,410 

1,250 

1,130

(S04

2.36

ipahoa R

534

i. iso

842

2.19

Lver at

D, HATE*

1,240

3.2CC 

1.7CO

9CO

6.70

Robert , I

788

654 

57*.

3.8J

ja.~Cont

BEP 196"

446 

446 

446

472

1.36

Inued

485

381

342 

12<? 

342

602

.62

BER 1064

1,140 

1,310

1,310

440 

46C

420 

407 

4C7

734 

1.06P 

707

1.17

407 

394

381

860 

1,540

998

615 

524

498

459 

420 

394

1.C7

368

355 

36R

381

368

311

308

407

329 

316 

311 

303

2"8 

308

485 

368

298 

.58 

.64

CFSM .78 IN 10.58

DISCHARGE, IN CUBIC FtET PER SECOND, WATER YEAP OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

<t 

5

e

9

11 

12

13

15

It, 

17

!<, 

21

2b 

il

Z8

3L

MAX 

MIN 

CFSM 

IN.

OCT.

1.17U 

2,76.J

7,020

7,700 

2,78'3

l.Jou

1.06G 

896

663

471

*72

2.47 

2.U5

4U8

42D 

421

4C7 

4i,2

4L3

4.13U

1.15 

1.29

2.65C

1.26C

1 ,JuU

2.72L 

5,j5C

2.77L

083

3.33

600

562

700 

c32

545

772

1.5C 

1.73

829

1,340

931

1,550

1,850

3.46 

3.61

2,330

1,222

9C6 

9C6

307

645

2.25 

2.55

58C

535

501

4^3

515 

449

.82 

.91

4D6

400

392 

38<5

406 

423

.75

371

419

429 

395

365

368

.58 

.65

355

358

395 

395

368 

396 

416

.5<1 

.68

368 

34 =

385

37C

366

548

414

396 

448

.67 

.77

SEPT.

380 

391

464 

382

358

377

463 

645 

783

560

443

440

409 

395

78'

.70 

.78

CFSM 1.47 IN 19.94
MISSISSIPPI RIVER DELTA 94; 

7-3758. Tickfaw River at Liverpool, La.

Location Lat 30°55'47", long 90°40'41", on line between sees.46 and 47, T.I S., R.5 E., St. Helens 

 meridian, near left bank on downstream side of bridge on State Highway 38, 0.5 mile east of

intersection of State Highways 38 and 43, 0.5 mile upstream from Cotton Patch Branch, and 1 mile

north of Liverpool.

Drainage area.--89.7 sq mi.

Records available.--March 1956 to September 1965.

Gage.--Digital water-stage recorder. Altitude of gage is 206 ft (from topographic map). Prior to 

~~ Apr. 7, 1964, graphic water-stage recorder at same site and datum.

Average discharge. 9 years, 116 cfs.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

ArmiiaT maiHmiim discharge (*) and peak discharges above base (1,000 cfs), March 1956 to September 1965

Date

Mar. 12, 1956 

Mar. 25, 1957 

Nov. 15, 1957

June 23, 958

Pet . 3, 959 

June 1, 959

Dec. 18, 1959

Time

0330 

1130 

1900

0700

1500 

1900

0900

Discharge

* 3,500 

* 1,260 

,090

* ,880

* ,740 

,450

2,190

Qage 

height

10.14 

8.63 

8.26

9.24

9.16 

8.90

9.45

Date

Feb. 5, 1960

Feb. 18, 1961 

Feb. 22, 1961 

Feb. 25, 1961

Mar. 29, 1961

Dec. 17, 1961 

Jan. 6, 1962 

Jan. 20, 1962 

Apr. 6, 1962 

Apr. 28, 1962

Time

0100

1700 

1500 

1630

0700

2200 

0400 

1100 

2130 

1330

Discharge

* 2,620

1,320 

2,450 

1 , 800

3,600

2,020 

4,100 

1,400

2,540 

* 7,000

Qage

height

9.68

8.75 

9.60 

9.21

10.18

9.37 

10.45 

8.84 

9.65 

11.31

Date

June 29, 1963

Mar. 3, 1964 

Mar. 16, 1964 

Apr. 7, 1964

Feb. 18, 1965 

Mar. 2, 1965

Time

2015

0030 

0430

1030

0945 

1500

Discharge

* 795

* 5,150 

1,400

2,800

1,330 

2,940

Qage

height

7.31

10.86 

8.86

9.81

8.76

9.87

ual minimum discharge, March 1956 to Sept

Water year

1956

1957

1958

1959

1960

Date

Sept. 27-30, 1956

Sept. 8, 1957

Nov. 4, 1957

Several days

July 7, 8, 1960

Discharge

34

31

38

44

32

Gage height

2.10

a 2.10

b 2.26

e 2.22

d 2.12

Water year

1961

1962

1963

1964

1965

Date

(e)

Oct. 26, 27, 1961

Sept. 30, 1963

Sept. 25, 1964

(S)

Discharge

36

43

35

33

35

Qage height

f 2.06

2.02

1.90

1.90

a Occurred June 26, 1957.

b Occurred Nov. 2, 3, 1957.

c Occurred Oct. 22, 1958.

d Occurred Sept. 26, 1960.

e Nov. 6-8, 10-12, 15, 1960.

f Occurred Sept. 27, 1961.

g Oct. 1, 2, 1964, June 20-25. 1965.

1956-65: Maximum discharge, 8,600 efs Mar. 17, 1961 (gage height, 11,58 ft); minimum, 31 cfs 

Sept. 8, 1957; minimum gage height, 1.85 ft Sept. 25, 1964.

Remarks.--Records fair prior to Oct. 1, 1961, and good thereafter.

DISCHARGE, IN CUBIC FEET PER SECOND, MARCH TO SEPTEMBER 1956

6B

1,020

2,900

1,830

B24

31

TOTAL 

MEAN 

MAX 

M1N

CPSM 

IN.

It 789 

59.6
944 MISSISSIPPI RIVER DELTA

7-3758. Tiokfaw River at Liverpool, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1<)56 TO SEPTEMBER 1957

1

2 

* 

4 

5

6

7 

8 

9 

10

11 

12 

13 

14 

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28 

29 

30 

31

MEAN 

MAX

MIN

CFSM

45 

50

38 

38

36

36 

36

36 

36

36

38 

37

36 

36 

36 

36 

36

37.3 

50 

36

36 

36

36

36

38 

38

44 

44

45

45 

45

45 

45 

45 

45

41.0 

45 

36

45 

45

45

45

45

44

50

52 

78

41 

40 

39 

38

46.4 

78 

38

r

38 

39

41

41

41

42

42

45 

48

48 

46 

56 

63

43.8 

63 

38

EAN 

EAN 80.8

42 

89

87

50

44

96

105 

83

52

45 

44

67.4 

196

MAX 

MAX 1

42

139 

103

52

4<f

48

144 

106

648

138 

96 

78 

67

192 

1.180

H 

,180 t

APR.

138

392

680

97 

77

131

61

124 

80

64 

58

45 

44 

42 

42

135

680

IN 

IN 32

MAY

60

223 

132

82

52 

49 

48

46 

46

42

40 

40

39 

39

38 

38 

38 

38 

37

61.5 

254

CFSM 

CFSM .

JUNE

*2

50 

46

1 

0

8 

8

38 

37

36 

38

3T 

3T

35 

36 

46

82

43.8 

86

90

JULY

47

38 

36

3* 

33

33 

32

50 

152

37 

37

*0 

126

91 

120 

114

129

81.6 

442

IN 

IN 12.23

AUG.

163

65 

52

41 

*l

40 

40 

38

38

38 

38 

38 

38 

37

36 

36

34 

34 

33

33

53.7 

221

SEPT.

34 

34

32 

32

32 

34

36 

44 

5R

37

34 

12 

494 

820 

382

118 

31

126

72P 

82P

157

168

820

1.87

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1957 TO SEPTEMBER 1958

1

2 

3

5

7 

8 

9

10 

11

13 

14 

15

16 

17 

18 

19 

20

22 

23

2* 

25

26 

27 

28

30

MEAN

MIN

IN.

120

79

66

59 

58

54

50 

50 

50

56 

54 

49 

47 

46

49 

51

50 

46

45 

3

2

0

55.3

40

.71

40

40

39

42 

99

70

174

805 

1,020

19 

89 

59 

60 

80

80 

83

01 

74

23

82 

34

140

245

39

3.05

107

80

101

128 

209

124

73

68 

65

63 

62 

60 

59 

62

58

56

55 

56

87 

116 

380

244

119

55

1.53

96

76

108 

105

80

84 

86

80

75 

71 

68 

65 

72

189 

140

313 

396

176 

128 

104

87

115

65

1.48

62

58

660 

458

130

120 

113 

278

311 

157 

120

100 

86

71

86 

81

76 

73

69

 

153

58

1.77

57

59

480 

1,050

138 

118 

98

85 

87 

181 

183 

116

80

484 

432

182 

132 

108

126

Z31

55

2.96

80

68

60 

58

80 

83

80 

71 

64 

61 

58

76

54

52 

54 

196

176

103

52

1.28

73

99

76 

61

97

52

50

48 

48 

65 

61 

55

50

308

157 

80

156

70

90.1

48

1.16

JUNE

50 

49

66

48 

48

46

46 

46

51 

52 

71 

115 

61

441

166

147

105

65 

59

148

*4

1.84

JULY

54 

52

50

49 

52

486

92 

92

113 

76 

62 

57 

54

74 

292

523

694 

142

72 

64

145

49

1.87

AUG.

53 

52

55

48 

48

50

49 

48

50 

49 

48 

*7 

46

44 

47

59

55 

5fl

46 

46

49.6

44

.64

SFPT.

45 

45

46

48 

48

47

5^ 

48

49 

49 

5f 

48 

49

97

200

82

123 

73

54 

58

1,908 

63.6

45

.79
MISSISSIPPI RIVER DELTA

7-3758. Tickfaw River at Liverpool, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1958 TO SEPTEMBER 195Q

1

2

4

5

6

8 

9

11

13

15

16 

17

19

20

21 

22

23 

25

26 

27 

28 

29

31

MAX 

MIN

CFSM 

IN.

50

48

48

46

46

46 

46

46 

46

45 

45

45 

45

45 

45 

45 

46

52

.535

.62

48

46

46

46

48

48 

47

48 

48

47

46 

46

46 

46 

47 

48

.526 

.59

46

45

58

48

46 

46

46

48 

50

48 

47 

47

49

.527 

.61

46

46

44

54

50

71

62 

5B 

54

332

.854 

.99

E&N 103

136

238 

238

188

87

315

315 

176 

127

3.51 

3.65

MAX 1

88 

78

151 

168

64

80

72 

68 

64

58

1.08 

1.25

,480 < 

53 

58

131

308

138

82 

71 

65

53

1.53 

1.71

IN 44

52

52

85

50

189

379 

131 

64

14?

50 

.990 

1. 14

CFSM 1 

CFSM

615

1?8 

248

68 

84

56

52 

52

52

51

5"

50 

l.°7

2.20

. 15 

.18

171

107

82 

117

73 

75

49

57

55

67

10" 

BO

lai

4

1:!

IN 15.61 

IN lb.05

876

nci

1?1 

86

66 

122

57

55 

54

54

5? 

55

5* 

56 

56

5?

52

1.32 

1.52

52 

51

*Z

/ 50

.560 

.62

Note. No gage-height record Sept. 5-30.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1959 TO SEPTEMBER I960

1

2 

3 

4

5

6

7 

8 

9 

10

11 

12 

13

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28

31

MEAN

MIN

CPSM 

IN.

} 

50 

49

46

46 

59 

53

279

96 

68

53

52 

52 

50 

49

49 

49 

48

50

68.1 

46

.88

50 

50

53 

402

494 

96

65

61 

58 

56

76

56

68 

78 

77 

67

62 

59 

58

91.9 

49

1.14

55 

56

55 

54

53 

52

52

54 

72 

75

60

288

113 

94 

82 

75

70 

153 

383

106

226 

52

2.90

108 

116

88 

77

297 

202

107

94 

83 

77

166

224

106

82 

76

71 

71 

72

119

177 

71 

2.26

93 

80

1,840 

594 

138

98 

86 

82

88 

88

94

260

146 

136

120 

99 

85 

82

238 

78

2.87

84 

111

84 

74

63

58

64

58

55

55 

55

56 

59 

71 

74

76

.90

68

69

147 

94

56

52

50 

48

48

48 

48

48 

47 

46 

46

.90

46 

46

66 

150

58

47

44 

43 

42

42

41 

41

40 

40 

40 

40

40

.91

40 

39

39 

39

42

41

42

41 

40

40

40 

40

40 

38 

38 

38

.50

37 

^6

34

34

44

41

40

61 

64 

42

40

4C

yi

44 

41 

41 

40 

41 

43

.53

48 

82

67 

5r

4f.

48

86 

56

50

79

124 

132

71 

55 

49 

46 

44 

45

.78

44 

43

44 

42 

41

40 

41

40

39 

39 

39

39

39 

39

38

40 

4r

4C 

39

SB

. 50

Note. Ho gage-height ord Oct. 1-5.
MISSISSIPPI RIVER DELTA 

7-3758. Tickfaw River at Liverpool, La. Continued

IN CUbIC FtET PER SECOND, KATEt YEAP CCTOBEP 1S6C TO SEPTEMBER 1561

1

4 

5

7

10

11 

li

14 

15

le

18 

1?

22 

23

24

sa

29 

30

MAX 

MJN

IN.

39 

33

38

40

40 

40

40 

40

39 

40

70

38

37

3o

28

39

33

45 

46

38 

38

36

IE

3<5 

40

42

50

48 

46

5o

6£

38

Li6

64

58

455 

144

151

89 

7<5

68 

65 

85

124

55

97

B2

bC

69

62

1,200

2,240 

1,750 

924

______

62

2CC 

171

14:

135

162

14C 

127

ic:

l,42f)

212 

155 

122

198

1.20C

30

i.ctc

399

U5 

111

121

150

252 

171

80

62

57 

56 

55

68

52

58

5? 

52

51

50

51

50 

48

"

55 

54 

54

63

53

5?

51

50

50 

50

53

60 

55 

57

286

232

lie

81

102 

413

S3

66

1C? 

7t

64

265 

521

450

37

63 

60 

71

59 

14S

168

208

I6f

"! 

75

90

59

56 

55

56

52 

52 

56

52 

51

51

50 

5f

51 S'1

5i1

50

 H

54

59 

66

6°

49

49 

49 

40

48 

47

103 

52 

45

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

L 

1

1

1 

16

20 

21

23 

24

26 

27

29

30

TOTAL

MAX 

MIN

IN.

48

0

2 

9

8

a

7 

6

6

44

44 

45

45 

46

43

.60

46

52 

52 

52

48

47 

47

48

152

78

158 

190

 51

78

67 

64

8 46

1.83

62

61

61

63

98 

476

720

621

195

13C

112

90

103 

85

87

61

4.96

103

89 

82 

t,t30

1,110

95 

68

40

05

705

173

148

127

357 

173

82

6.11

122

98

93 

90

80

78

76

73

71

to

74 

213

108

1.04

80

89 

82 

77

67

65 

64

64

60

78

58 

58

50

54 

55

89

.65

88

fit 

58 

58

1,480

190 

135

108

258

108 

89

68

63 

64

64

1,930 

672

4,160

5.06

IN 43

184

104

90 

83

76

71

70

69

67

65

64

63 

62

61

142

433

1.14

CFSM ]

225

83 

74 

7C

386

130

09

98

92

90

86

68 

80 

71

64

86

386

1.4C

.89 [N

71

64 

62 

61

59

58 

58

61

61

57

55

55

55

55 

54

55

61

128

.81

31.13

25.65

57

S2 

140 

99

56

52 

51

5C

5C

53

59

50

50 

50 

51

484

63

484

1.03

58

61 

63

57

60 

57

56

64

62

131

58

54 

i4 

53

52

51

226 

50

.81
MISSISSIPPI RIVER DELTA

V-P758. Tickfaw River at Liverpool, La.--Continued

-GE, IN CUBIC FcET PER SECOND, WHTtR ItEAP OCTOBER 1562 TO SEPTEMBER 1-363

1

4

5

7

11

1?

17

It

21 

tl

2. 

25

27

3:

MEAN 

MAX 

MIN

IN.

ncr.

54

b3

33

bZ

bb

4b

r_

4J

63

N^V.

Hit

4P

47

47

5C 

52

bt

^

4<)

52

DEC.

46 

t?

5L 

H8

5C

5j

50

51

5C

it 

53

5;

56

"7

36

1

JAN.

55

5=1

55

55 

SH 

5? 

52

55

59

53

HO 

86 

74

65 

6*

342

1E6N 134

FEB.

72 

92 

104

84

7^ 

64 

bl

58

6C

Et

55

92 

154 

2 = 8

ICO 

82

_____

258

MAX

MAP.

59 

57

55 

54

53

54

53

53 

53

50

92

.,16C t

APR.

8 

8

7 

C

8 

47

44

44

43 

42 

42

42 

42

41

50 

41

IN 46 

IN 36

MAY

41 

41

41

41 

40

31

38 

38 

38

37 

41

39 

38 

38

35 

38

38

45 

37

CFSH

JUNE

18 

38 

38 

38

38 

37 

37

36 

42 

41

45 

54

41

41 

40 

39 

49

38

145

19-3 

36

.49 IN 

.65 IN

JULY

1 

1

3

1

8u

12° 

55 

43

30

38

38

40 

14'

6C

55 

53

44

142

38

8.77

AUG.

67 

50 

44 

46

43 

41

166

41 

40 

3=

38 

37

45

15* 

71 

118 

132

53 

50

44

182

37

SEPT.

4 

3 

1 

Z

2 

2 

2

1

42 

42

43

46 

43

38 

38

38 

36 

36

36

36 

36

36

1,207

47 

36

7

1C

1!

12

14 

15

16

17

20

21 

22

23 

24 

25

26

21 

Hi 

2°

3-

MAX 

MIN

IN.

35

35

3^ 

35

34

^4 

34 

31

.35

35 

34

34 

34

35 

35

"

34

.45

35 

35

^5

35 

3b 

37

35

35 

35

45

OB 

 tl

38 

42 

44

34

.5.

4C 

41

tl

38 

3fc 

38

7Z

2,6

Ufl

50 

68

32

o4

50 

48

38

.84

45 

45

55

i2A 

437 

514

160

79 

9C

150

78

178

86

43

2.19

1EAN 56.

5?

54

7J 

63

59

54

6C 

61

222

8 r,

7C 

273

129

54

1.56

3 MAX

ua 

1,78!.

ItOvu

108 

C 4 

84

68

1,350 

1.26G

621

8R 

7-3

65

56

5.35

342

55 

54

52

It7=i0 

1,170 

320

133

164 

94

100

51

63

1.53C

51

4.11

IN 34-

146 

194

111

65 

61

58 

55

84 

55 

50

43

51

47

42

42

.86

CFSH

51 

48

42

41 

41 

41 

41

40

39 

39

39 

38

40 

40

71

48

38

.54

.63 IN

59 

65

if 3

82

57

53 

51 

40

48

46 

45

43 

43

41 

41

41

46

41

.83

8.60

48 

46

42

39

38 

45 

69 

49

46

518 

260

69 

55

47 

45

43

41

40

518

38

.="4

39

39

43

40

41 

38 

37 

36

36

34

35

36 

35

34 

34

34

37

36

1.098

43 

34

.46
MISSISSIPPI RIVER DELTA

7-3758. Tickfaw River at Liverpool, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 196* TO SEPTEMBER 1965

1

2 

3 

4

5

6

7 

8

10

11

12 

13 

14 

15

16 

17

IB

19

21 

Zi

23

25

26 

27

28 

29 

30 

31

MEAN 

MAX

M[N

[N.

35 

35

1,310 

334 

99 

72

55 

52

48 

47

45

43 

43

42 

42

42 

42 

42 

42 

41 

41

J4<) 

4, "070 

35

41 

41

40 

40 

40

40

40 

41'

40 

40

40

57

43

42

89

62 

372

565 

311

83.9 

585 

40

1LC

80

86 

73

451

358

217 

122

80

145 

94

84 

82

65 

60 

58 

5a 

58

184

858 

5o

56

52

51

50

50

48

48

55

108 

78

60 

56 

54

53 

51

56.5 

108 

48

51

65

109 

248

157

838

193 

98

183

84 

72

202

49

5<=1

84

88 

86 

82 

78

60

58

56 

56 

78 

92

238

55

51 

50

50

48 

48

45

48 

45

 

49.9

44

41 

41

40

40 

39

42

43 

50

45

41.9

37

40

38 

38

38

37 

36

36

43 

46

 

38.6

35

50 

48

91 

62

53

88 

63

43

55 

51

51

51.7

41

42 

40

40

66 

51 

48

45

43

45

41

52

46 

47

41

49.3

40

39 

38 

38 

38 

38

39 

38 

38 

37 

68

82

67 

64

58

59

99

46 

43

 

61.8

37
MISSISSIPPI RIVER DELTA

7-3760. Tlckfaw River at Holden, La.

Location. Lat 30°30'13", long 90°40'38", In sec.26, T.6 3., R.5 E. , St. Helena meridian, near left 

bank on downstream side of bridge on U.S. Highway 190, half a mile west of Holden and 5.1 miles 

upstream from Big Branch.

Drainage area. 247 sq mi.

Records available.--October 1940 to September 1965.

Sage. Digital water-stage recorder. Datum of gage is 19.15 ft above mean sea level, datum of 1929, 

supplementary adjustment of 1941. Prior to Sept. 13, 1944, wire-weight gage, Sept. 14, 1944, to 

June 14, 1949, graphic water-stage recorder, June 15, 1949, to Dec. 9, 1949, wire-weight gage, 

and Dec. 10, 1949, to July 23, 1964, graphic water-stage recorder, at same site and datum.

Average discharge.--25 years, 360 cfs.

Extremes. Maximums and mlnlmums (discharge in cubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (2,OOO cfs), water years 1961-65

Date

Feb. 23 1961

Mar. 20 1961

Apr. 1 1961

Dec. 19 1961

Jan. 8 1962

Time

1100

0530

0900

2100

1100

Discharge

* 7,820

6,920

3,260

13,700

6,140

Gage

height

8.55

8.02

4.33

9.15

6.28

Date

Apr. 9, 1962

Apr. 29, 1962

Feb. 26, 1963

Mar. 5, 1964

Time

_

1930

0330

1000

Discharge

2,950

* 14,500

* 800

* 6,200

Gage

height

13.5

19.41

6.47

16.48

Date

Mar. 18 1964

Apr. 28 1964

Oct. 7 1964

Feb. 20 1965

Mar. 5 1965

Time

0630

1800

1530

0015

0745

Discharge

2,510

3,760

* 6,160

2,9EO

3,430

Gage

height

12.09

14.40

16.47

12.95

13.91

al minimum discharge, wate

Water year

1961 

1962 

1963

Date

Nov. 8-12, 1960 

Several days 

June 12, 1963

Discharge

86 

106 

80

Gage height

a 2.47 

b 2.53 

c 1.99

Water year

1964 

1965

Date

Nov. 19, 1963 

Aug. 19, 1965

Discharge

74 

89

Gage height

2.04 

d 2.03

a Occurred Oct. 4, 1960. 

b Occurred Aug. 23, 1962. 

c Occurred Sepb. 12, 1963. 

d Occurred Sept. 9, 1965.

1940-65: Maximum discharge, 14,500 cfs Apr. 29, 1962; maximum gage height, 19.75 ft Mar. 22, 

1943; minimum discharge, 74 cfs Nov. 19, 1963; minimum gage height, 1.99 ft Sept. 12, 1963.

Remarks. Records good.

Revisions. WSP 1711: Drainage area.

Corrections. In WSP 1177, the date for peak given as Jan. 9, 1950, is in error; it should be Jan. 10, 

1950.

DAILY MEAN QAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

Z

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

2.50

2.49

2.48

2.47

2.49

2.58

2.73

2.95

2.82

2.66

2.58

2.55

2.54

2.53

2.54

2.54

2.52

2.51

2.53

2.52

2.51

2.50

2.49

2.49

2.49

2.50

2.50

2.50

2.50

2.53

2.60

2.95

2.47

NOT.

2.86

2.96

2.75

2.64

2.56

2.54

2.53

2.52

2.52

2.52

2.52

2.52

2.53

2.53

2.53

2.54

2.55

2.60

2.61

2.60

2.60

2.59

2.62

2.60

2.61

2.68

2.66

2.63

2.60

2.60

2.96

2.52

DEC.

2.58

2.57

2.58

2.58

2.59

2.59

2.60

2.60

2.64

2.66

2.75

2.76

2.80

2.78

2.82

2.82

2.84

2.82

2.78

2.77

2.76

2.76

2.84

2.78

2.76

2.74

2.74

2.73

2.71

2.75

3.04

3.04

2.57

JAN.

3.32

3.74

3.89

3.6C

3.27

3.09

3.04

4.48

5.95

6.47

6.40

6.12

4.85

4.95

5.55

5.90

5.72

4.58

4.02

3.74

3.55

3.45

3.38

3.35

4.06

6.62

8.10

8.86

8.55

7.47

5.46

8.86

3.04

FEB.

 4.74

4.38

 4.18

4.15

4.26

4.04

3.92

4.00

4.17

4.03

3.85

3.68

3.55

3.45

5.38

3.31

3.37

7.43

11.42

14.18

16.06

17.05

18.35

17.03

15.26

14.19

13.33

12.45

 

13.35

3.31

MAR.

11.83

9.59

6.67

6.10

5.53

5.22

5.08

5.65

8.75

8.57

6.65

5.50

1.98

4.69

4.44

4.25

5.45

10.61

14.06

17.42

15.07

13.35

11.34

7.71

6.11

5.43

5.49

8.01

9.62

10.71

11.95

17.42

4.25

APR.

14.10

12.84

11.35

10.12

6.94

5.82

5.87

6.06

5.65

5.71

5.55

5.84

5.51

5.61

5.09

4.59

4.30

4.09

3.93

3.80

3.71

3.63

3.55

3.49

3.44

4.10

5.99

4.44

3.81

3.54

14.10

3.44

MAY

3.45

3.76

3.79

3.55

3.43

3.33

3.27

3.24

4.36

3.95

3.47

3.28

3.20

3.15

4. OS

4.93

4.50

4.08

3.73

3.39

3.24

3.16

3.13

3.11

3.08

3.03

3.05

3.11

3.13

3.02

2.93

4.93

2.93

JUNE

2.95

2.93

2.92

2.90

2.90

2.87

2.90

2.85

2.85

2.83

2.85

2.93

3.00

2.98

2.95

3.10

3.72

3.80

3.94

3.72

4.32

4.91

5.11

4.41

3.67

3.54

3.44

3.35

4.60

4.96

5.00

2.83

JULY

4.20

4.56

4.13

4.24

4.49

3.76

3.38

3.55

3.87

3.49

3.80

4.06

5.47

5.80

5.84

4.80

4.38

5.45

4.87

4.20

3.74

3.45

3.28

3.20

3.26

3.91

3.86

3.50

3.65

4.96

4.64

5.84

3.20

AUG.

4.58

4.92

-

-

-

_

-

-

-

-

_

-

-

-

3.05

3.30

3.17

3.12

3.16

2.97

2.90

2.86

2.85

2.90

2.95

2.93

2.83

2.80

2.76

2.75

2.74

_

2.74

SEPT.

3.05

2.88

2.77

2.70

2.71

2.71

2.70

2.67

2.65

2.71

3.10

3.76

4.02

6.60

8.94

7.93

4.59

3.78

3.41

3.22

3.10

3.03

2.97

2.92

2.88

2.84

2.80

3.10

3.73

4.69

8.94

2.65
MISSISSIPPI RIVER DELTA

7-3760. Tickfaw River at Holden, La. Continued

DAILY MEAN QAQE HEIQHT, III FEET, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

2.59

2.58

2.60

11.05

10.33

11.17

11.51

11.93

IE.35 

12.58 

14.13 

17.03 

17.38

14.60 

12.80 

10.58 

6.78 

5.bO

4^73 

4.5U 

4.45 

4.35

4.18 

4.15 

4.2U

4.48

4.48 

4.25 

4.11 

3.98 

3.8U

3.52

3.49

3.49

4.18

4.07

3.70

15.21

12.88

9.tie

4.4U 

£.48 

£ .04,

3.78

3.58

3.47 4.04

3.89

3.77

4.31

4.55

4.17

3. HI

4. UO

2.66

2.74

3.11

DAILY MEAN QAOE HEIQHT, IN FEET, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

_

_

_

_

-

_

_

_

_

-

2.57

2.55

2.53

2.52

2.52

2.51

2.55

2.56

2.72

2.62

_

_

_

_

-

_

_

_

_

-

_

NOV.

.

_

_

_

-

_

_

_

_

-

_

_

_

_

-

.

-

_

_

2.58

2.54

2.57

2.57

2.55

2.52

2.52

2.49

2.54

2.50

2.53

2.58

DEC.

2.52

2.52

2.44

2.80

2.50

2.53

2.56

2.55

2.54

2.55

2.56

2.57

2.56

2.54

2.53

2.54

2.55

2.56

2.57

2.58

2.57

2.57

2.56

2.61

2.68

2.65

2.62

2.62

2.61

2.67 

3.16

3.16

2.44

JAM.

3.99

3.83

3.36

3.03

2.87

2.77

2.73

2.70

2.69

2.70

2.78

2.98

3.70

3.83

3.58

3.71

2.98

3.18

3.95

4.68

_

_

_

_

-

_

_

_

_

-

_

2.69

FEB.

_

_

_

_

-

_

_

3.24

3.15

3.06

3.07

3.21

3.20

3.20

3.13

3.06

3.08

_

_

-

4.85

4.37

3.86

4.27

5.82

6.16

5.29

4.47

 

6.16

3.06

MAR.

3.96

3.69

3.51

3.37

3.27

3.26

3.45

3.36

3.20

3.17

3.18

3.14

3.08

3.03

3.00

2.97

2.95

2.98

3.54

3.25

3.11

2.99

2.94

2.91

3.02

3.33

3.06

2.92

2.85

2.80

*

3.96

2.75

APR.

2.73

2.71

2.69

2.66

2.67

2.70

2.68

2.69

2.68

2.65

2.63

2.61

3.59

2.56

2.53

2.52

2.49

2.48

2.48

2.47

2.46

2.46

2.43

2. 2

2. 3

2. 0

2. 0

2. 6

2.41

2.43

2.73

2.40

MAY

2.38

2.34

2 .33

2.33

2.33

2.31

2.30

2.31

2.28

2.27

2.26

2.26

2.25

2.24

2.23

2.23

2.22

2.21

2.22

2.28

2.67

2.87

2.67

2.38

2.30

2.28

2.25

2.23

2.23

2.21 

2.20

2.87

2.20

JUNE

2.19

2.19

2.17

2.21

2.17

2.16

2.13

2.15

2.13

2.12

2.12

2.13

2.15

2.16

2.12

2.15

2.28

2.27

2.52

2.44

2.60

2.50

2.66

2.76

4.93

-

-

-

-

-

4.93

2.12

JULY AUG.

-

2.84

2.75

2.68

2.41

2.30

2.23

2.33

2.35

2.25

2.63

2.88

2.40

2.25

2.20

2.17

2.14

2.11

2.10

2.09

2.09

2.10

2.19

2.69

2.74

2.53

3.22

2.72

2.48

2.35 

2.38

3.22

2.09

SEPT.

2.23

2.22

2.19

2.14

2.13

2.09

2.07

2.04

2.04

2.02

2.01

2.00

2.39

2.36

2.19

2.24

2.29

2 .31

2.28

2.21

2.14

2.09

2.06

2.04

2.02

2.01

2.03

2.04

2.04

2.02

2.39

2.00
MISSISSIPPI RIVER DELTA

7-3760. Tlckfaw Elver at Hulden, La.--Continued

DAILY MEAN GAGE HEIGHT, IN FEET, MATER YEAR OCTOBER 1965 TO SEPTEMBE

2.44

2.41

2.39

2.50

3.03

4.50

2.54

2.51

2. 50

2.48

2.80

2.60

DAILY MEAN GAGE HEIGHT, IN FEET, MATER YEAR OCTOBER 1964 TO SEPTEMBER 19K5

DAY

1

2

3

4

5

6

7

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

KN

OCT.

2.17

2.13

2.22

3.33

5.45

8.65

15.32 

14. 47

11.96

7.15

4.63

4.05

3.71

3.48

3.32

3.19

3.08

3.00

2.92

2.86

2.81

2.77

2.74

2.71

2.68

2.66

2.67

2.72

2.75

2.73

2 . 69

15.32

2.13

NOV.

2.62

2.59

2.57

2.55

2.54

2.53

2.55 

2 . 58

2.57

2.53

2.51

2.50

2.50

2.49

2.49

2.48

2.48

2.47

2.56

2.72

3.76

3.64

3.06

2.95

4.01

6.01

4.84

5.69

8.36

9.76

9.76

2.47

DEC.

9.76

7.21

5.02

5.44

6.90

7.20

6.51 

5.77

4.50

4.02

6.10

8.68

9.74

9.97

8.76

7.36

5,09

4.73

5.73

6.36

5.72

4.96

4.51

4.24

4.01

3.83

3.71

3.57

3.42

3.31

3.23

9.97

3.23

JAN.

3.16

3.11

3.13

3.27

5.15

3.07

3.01

2.96

2.95

3.00

2.97

2.95

2.89

2.89

2.83

2.79

2.76

2.73

2.71

2.70

2.70

2.80

5.38

7.28

6.56

4.89

4.12

3.71

3.44

3.27

3.16

7.28

2.70

FEB.

3.06

2.98

2.92

2.87

2.83

3.05

3.70

3.80

3.54

3.48

5.15

6.60

6.60

6.04

5.65

9.59

11.31

12.55

12.58

11.07

8.93

5.61

4.84

4.85

5.16

5.02

4.47

-----

12.58

2.83

MAR.

6.05

9.66

11.83

13.36

13.71

12.19

8.56 

£.49

4.78

4.38

4.14

4.02

3.95

3.95

3.75

3.b4

3.55

3.46

3.46

3.50

3.39

3.29

3.23

3.19

3.16

3.12

3.14

3.49

3.64

3.49

13.71

3.12

APR.

4.42

4.23

3.75

3.47

3.30

3.18

3.10 

3.03

2.98

2.94

2.91

2.87

2.85

2.85

2.79

2.76

2.73

2.71

2.70

2.70

2.69

2.65

2.63

2.62

2.61

2.60

2.58

2.57

2.58

2.58

4.42

2.57

MAY

£.55

2.53

2.52

2.52

2.50

2.49

2.48 

2.47

2.46

2.44

2.43

2.45

2.41

2.41

2.39

2.39

2.38

2.37

2.36

2.37

2.42

2.59

2.79

2.67

2.55

2.46

2.41

2.44

2.48

2.45

2.79

2.36

JUNE

2.39

2.36

2.33

2.31

2.30

2.29

2.29 

2.54

2.33

E.31

2.E8

2.E7

2.26

2.26

2.27

2.30

2.31

2.31

2.23

2.2U

2.18

2.17

2.17

2.19

2.20

2.56

2.30

2J25

2.30

E.56

2.17

JULY

2.E9

2.50

2.61

2.45

2 .50

2.33

2.31

2.25

.25

.77

.79

.49

.49

.87

.b8

.52

.51

.32

.26

.23

.25

.26

!l8

.17

.21

.38

.64

.88

.95

.95

2.17

AUG.

2.86

2.44

2.28

2.19

2.15

2 . 12

2.16 

2.16

2.70

2.33

E.20

2 .31

2.31

2 . 32

2.22

2! 18

2.13

2.12

2.32

2.30

2.13

2.26

2.18

2.20

2.24

2.28

2.20

2.16

3.35

2.95

3.35

2.12

SEPT.

E.41

2.24

2 .28

2.36

2.18

2.12

2.08 

2.06

2.04

2.50

2.56

3.49

3.67

3.03

2.75

2.57

2.46

2.38

2.34

2.30

2.29

2.29

2.32

2.96

4.52

3.83

3.34

2.95

2.70

2.56

4.52

2.04
MISSISSIPPI RIVER DELTA

7-3760. Tickfaw River at Holden, La.--Continued

DISCHARGE. IN CUBIC FEET PEP SECOND, fcATEH YFAP CCTOBfcB 156C TO SEPTEMBER 1"

1

2 

3

4

5

6

7

1C

12 

13

16

19

21 

22

24 

25

26

27

28

29 

30 

31

MEAN 

MAX 

MIN 

CFSM 

IN.

96

1L6

99

9-.

9-!

93

96

53 

102

96 

.41 

.47

123 

132

86

56

83

3')

,2

92

92

86 

.38 

.43

89

lof

106

106

1C2 

128

a^

.41 

.47

151

56*

234

839 

463

128

1.69

1.95

346

196

1,540

::::::

151

6.59 

6.86

2, :6C

463

3.3CC

1.681 

i,l20

270 

5.14 

5.53

3.14C

513

226

508

300 

178

3.140 

168 

2.51

2.80

ite

168

151

202

132

23 

23

76 

23 

.71

.82

CFSM 1

118

114

118

226

156 

=176

383 

112 

.73 

.PI

2f 3

315

184

275

3=1

196

41<5 

360

547 

162 

1.16 

1.34

353

400

son

25C

lac

156

123 

118 

118

us

 iCO 

118 

1.12 

1.29

146

114

112 

114

226

266

971

196

163 

236 

376

1.160 

112

1.00 

1.11

1 

2 

3 

4 

5

6

7

9 

10

12

15

17 

18

21

25

26

2B

MAX 

HIN 

CFSM

IN.

184 

184 

221

2C2

162

132 

132

123

118

114 

114

106

106

106

.53 

.62

IC6 

I 8 

1 8 

I 8

1 B

112

106

112

,760 

,630

452

380

270

2.03 

2.26

204

88 

62

B8 

1, 80

1.550

2,380 

3,420

482 

40 B

329

6.33 

7,3t

287

603 

1,300

2,380

654

901

835

547

482

1,010

4.63 

5.34

329

237

215 

215

204 

293

237

 

1.C7 

1.12

210

226 

220

190 

185

180

200

.88 

1.02

530

305 

270

193 

193

559

4.53 

5.05

237

210 

204

193

88

82 

82

93

2.02

2.33

JUNE

329

237 

232

467

220 

215

210

198

1.37 

1.53

JULY

182

143

143

138

130

130

134 

167

162

.62 

.71

AUG.

130

109

12"; 

125

130 

134

290 

276

157

.67

SEPT.

148 

138 

148

148

148

210 

254

148

125 

121

121 

117

.61

.6=)

MAX 10,200 MIN 106 CFSM 2.11 IN 28.63
MISSISSIPPI RIWR DELTA

7-3760. Tlckfaw River at Holden, La. Continued

I'« CUBIC FfcbT PEP SECOND, VfAIEK YEAR OCTOBER 1962 TO SEPTEMBER 1963

i

b

7

11

14

i7 

IP

i2

£3

2 C

ZB 

2i 

it 

31

TOTAL

MEAN

"IN

CFSM

It ' 

14.

1^3 

HI

LiL J 

I/

U'-

i2S

11"'

11 =

114

117 

11H

135

115 

113 

11^

1K1^

1C

111

LK

UL

li r

11

11. 

1U

Io5

1»5 

K^

1U 

111 

li'.

11^ 

!! > 

117

114

116 

11^

115

L2'. 

Io5

114 

114

j.1^

115 

1 18

117 

lit11F

118 

x!6

117

115

117

128

124 

131.

K7

.2,

1^4 

141

1 11 

13?

143

2ur

?rc,

153 

32C

!c;

175

18L

132

Id's

27 U

2 5 LI

1^4

182

2C2 

2L2

164 

250 

35C

3S1 

3^4

4C9

181

320

21-

210

212

1=9

184 

17^

165 

16" 

256

171

164

161

139

129

137

130

133 

131

132 

131

!25

121 

118

111 

110 

110

ica

1C6

loa

103

101

= 7

36

C 4

->2

91 

10

89 

88 

8<<

154 

13C

=0 

90

38

88

JUNF

f ' 

67

85

es

84 

83

82

84 

85

94 

93 

114

112 

115

120

82

4CC 

3CO

130 

110

ICO

<=6

110

150

220

lie

95

so

^0 

17?

40 

35

20

on

30

.61

170 

159

1*0 

114

105

10=

13S

113

101

°4 

91

90

9r 

97

210 

145

111

90 

.48

100

94

90 

88

87 

R7

a*

104 

109

104 

106 

103

90 

88 

87

85

Sf, 

87 

87 

85

92.8

84 

.38

WIN 82 CFSM .61 IN 8.22

DISCHARGE, IN CUBIC FtET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

4 

5

7

a

10

11

12

14 

15

It 

17

18

19

2L

21

23 

24

26 

27

25 

3C 

31

MAX

CFSM 

[N.

64

84

84 

B-* 

82

82

82

82 

8'

82

82

62 

82

84

62

04

.33

,c

ec

32

;o

->0

8fc

76

'fit

90

108

QO

Ub

.35

9v,

«a7

B7

29L

128

1°2

121 

111

.56

.65

111

liUC

330

SCO

985

34C

2<:2

2.06 

2,38

33C

255

1,300

4CO

1.73

1.86

5,780

1.1CC

1,581, 

2,070

2, ISO

650

231

5.7C 

6.57

166

648

=<50 

310

136

154

2.90 

3.34

780

250

168 

154

142

142

14(1 

150

2,400

1.36 

1.56

190

168

128 

128

118 

114

110

110

135

l^O

.53 

.5°

20 T

400 

300

150 

141

130

120

120

120 

120

120 

124

111

105

182

150

151

450

.66 

.76

113

103 

100

102 

102

101

115

106

112

106

127 

319

145

18 

13

03

°7 

06

437

.53 

.61

101 

97

94

100

123

10B

99

95 

93

90 

B9

89 

90

104 

96

90 

80

87

101

137

.39 

.44

CFSM J.43
MISSISSIPPI RIVER DELTA

7-3760. Tiefcfaw River at Helden, La.--Continued

IN CUBIC FEET PFR SECOND, WATER YEAR OCTOB6R 196* TO SEPTFMBER 1965

1 

1

4

5

7

11

1?

14

16

Id

i ;

ZJ

26 

27

2?

MEAN

WIN

IN.

5B«i

I, So,

4,-T^ 

3. -"2,,

2C4

15.,

Ii8

12 = 

126

132

^2 

2.76

1^2

tin

lie 

11 7 

11^ 11'.

113

11J

146 

7u2

L.26L

112

1.23

1.66C

96C

1.72L

446

211

3.23

iBC

17C

152

142

158

1.12

155

155

8=6

2,1'iO

2, LOO 

1,430

_____

3.23

\ _!!^_

723

2,570

23B

188

187 

177

3.12

«* 

383

185

142

127

.73

117

113

111

10<! 

108

100

118

.53

108

101

103

99 

91

95

96

.46

1J1 

US

1C*

103

5-5

114 

132

98

95

.52

14C 

11C 

101

91

94

128

103 

111

102

<J6

.50

SEPT

120 

109 

112

117

102 

S8

125

238 

157

112

183 

404

187

4,368

.66

70 NIN 91 CFSM 1.33 IN 18.10
MISSISSIPPI RIVER DELTA

7-3765. Natalbany River at Baptist, La.

Location. La t 30°30'15", long 90°32'45", in NE^NWi sec. 30, T.6 3., R.7 E. , St. Helena meridian, 

near right banK on downstream side of bridge on U.S. Highway 19u, 0.7 mile downstream from 

Still Branch and 0.7 mile west of Baptist.

Drainage area. 79.5 sq mi.

Records available. --August 1943 to September 1965.

Gage . Digital water-stage recorder. Datum of gage is 11.28 ft above mean sea level, datum of 1929, 

supplementary adjustment of 1941. Prior to June 4, 1948, wire-weight gage and June 4, 1948, to 

Apr. 13, 1950, graphic water-stage recorder, at old highway bridge 100 ft upstream at same datum. 

Apr. 14, 1950, to Sept. 30, 1964, graphic water-stage recorder at present site and datum.

Average discharge .--22 years, 114 cfs.

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height Ln feet).

Date

Feb. 18, 1961 

Feb. 21, 1961 

Mar. 18, 1961 

Mar. 29, 1961 

Apr. 26, 1961 

Sept. 14, 1961

Nov. 13, 1961 

Dec. 10, 1961 

Dec. 18, 1961

1 max

Time

2045 

2200 

1450 

0530 

1400 

0030

2130 

0930

Discharge

2,720 

* 5,300 

2,740 

1,560 

2,400 

2,830

* 4,200 

4,100 

2,560

urge (*) 

Gage

height

13.56 

5.87 

3.16 

1.46 

2.82 

3.29

4.75 

4.67 

13.02

Date

Jan. 7, 1962 

Jan. 20, 1962 

Jan. 27, 1962 

Apr. 8, 1962 

Apr. 29, 1962

Feb. 24, 1963

Feb. ±8, 1964 

Map. 3, 1964

Time

uSuu 

0230 

1800

1600

J43U 

0800

Discharge

2,740

1,780 

1,560 

3,190

* 788

2,luO 

3,100

5 (1,50L

Gage

height

13.24

11.88 

11.52 

13.68

9.23

12.40 

13.62

Date

Mar. 15, 1964 

Mar. 19, 1964 

Apr. 27, 1964 

Sept ."28, 1964

Dec. 11, 1964 

Jan. 23, 1965

Mar. 2, 1965

Time

1100 

1800 

0130 

01 OU

2215

1030

0400

Discharge

2,030 

2,100 

3,910 

* 8,410

2,000 

2,330 

* 3,150 

1,650

Gage

height

12.30 

12.43 

14.51 

18.55

12.25 

12.71 

13.66 

11.68

Water year

1961

1962

1963

Date

Nov. 30, 1960

Sept. 14, 15, 1962

Several days

Discharge

4.0

5.0

2.0

Gage height

a 4.12

3.90

b 3.83

Water year

1964

1965

Date

Nov. 2-5, 1963

June 24, 25, 30

Discharge

1.8

4.1

Gage height

c 3.66

d 3.69

a Occurred Oct. 23, 24, 1960. 

"b Occurred Dec. 14, 15, 1962. 

c Occurred Sept. 25, 26, 1964. 

d Occurred Aug. 6, 1965.

1943-65: Maximum discharge, 9,550 cfs May 3, 1953 (gage height, 19.73 ft); minimum, 

Nov. 2-5, 1963; minimum gage height, 3.66 ft Sept. 25, 26, 1964.

Remarks.--Records good except those for periods of no gage-height record, which are poor. 

Revisions (water ^ears ). vJSP 10S7: 1943.

OIoLhARGE* IN LublC hbET PEk SfcuJtoD, WATtK YfcAw LLT06EK 1S6G TU SLtMFPBEP L°61

1

2

3

4

5

t

7

d

1J

12

13

14

17

li

2C

?2

23

24

25

2b

?7

26

2 ?

31

MEAI<

IN.

B.3

8.u

7.6

7.2

7.U

7.0

6.3

e. i

l:l

0.3

b.'J

o . ^

o...

t.U

0.3

t- _

7*

a. 7

c.73

.1.

8.7

6.6

0.0

o. C

5.7

t..H

5. t

5.4

5,1

5.1 

5.1

5.1

5.1

6.1.

5,1

5.7

6.3

o.C

5.1

4.8

4. d

»."

5.55

4.4

4.4

t.4

4.4

1.4

t.4

4.6

O.U

10 

7.2

7.2

3.7

O.E

6.6 

5.7

5.7

5.7

:>, 7

5.7

5.7

5.4

194

12.4

4.4

. L6

74

2i

12

5.5

7.1

7.2

21

786

91

3ts 

iS7

207

4t

33

2 C

23 

23

3t 42<;

tjt

2S4

142

LJ">

bl

11<,

7.2

r.7^

51

45

46

4>J

38

3i>

41

44

36

25 

27

26

3t9

>^~iJ

 10"

,<SUJ 

.46:

, 410

358

472

215

24d

Bl^

23

i'j t

lo -

137

i, 5

B5

75

171

731

713

0.1 

1<5".

f 7

5 1!

- is.

1 04*.

S^-S

15!> 

1 = ^

KL

70

*t6.

i,x7'l

l.ibo

oua

t17

5BC

239

167 151"

130

121

143

1-tO

IB!

J« 

250

13C

45

30

28

?4 

?3

21

20

I , t CO

212

7C

41

15B

2L

2 2,

32

77

53

32

27

25

24

30

5C

27 

26

2 5

5C

2^

2t

22 

22

22

21

2C

24

22

17

17

,a.*

17

.71

16

17

17

lh

16

16

16

16

15

; 67

31

24

23

132

36 

27

21

18

t -,

47

31

23

 

2P.2

15

.40

17

81

71

43

5C

36

27

314

255

S4« 

1?0

70

qb 

-15

\ 2

\ 4.',

11

4C4

521

4^3

31:7

lf.2

87

6R

!<*

17

'.41

S2

54

36

65

57

184

657

397

144

?5

24

1°

18

18

15 

14

14

14

,,

13

13

13 

13

1?

Bl.o

I'

1.15

1'

13

1?

13

11

11

13

13

1"!

69 

641

It 570

PO

43

36

75

22

2C

17

15

15

<;]

34 

IB

127

11

1.7B
MISSISSIPPI RIVER DELTA 

7-3765. Hatalbany River at Baptist, La.--Continued

1 

2 

3 

4

5

B

5

10

11 

12

13 

14

17 

18 

19

20

21

22 

23 

24

26 

27

28

29

30

MEAN

MIN

IN.

7 

3

3

1 

7

7 

3

2

0 

0

9.7 

9.3

8.9 

8.9 

8.9 

S.9

8.5

8.5 

8.5 

8.5

8.2 

7.8 

7.8

7.8 

7.8

13.6

7.4

7.4 

7.4 

64 

22

13

10

8.5 

8.5

3.5

3.5

8.9

1,330 

2.72S

554 

19J 

97 

67

53

57

532 

320

79 

60 

48

39 

35

271;

7.4

28

26

23

20

2,411,

1,930

! ,odC 

887

1.70C 

2,UC

1.2UO

50C

80 

6C

45 

40

35

622

2C

45 

35

30G

SGP

150 

100

70 

54

250 

120 

350 

1,500

100 

82

190 

1,360

108

81

351

29

53 

52

60

39

32

28

26 

28 

26 

24

21 

21

22 

23

34.5

20

123

63

42

31

2B

r*

23 

27 

its

2b

24

24

23

22

40.7

20

36 

28

611

963

73

64

38 

37

35 

32

30

28 

27

28 

26

1.29C

310

24

IN 5.4

14P 

109

62

48

38

30

27

57 

41

28 

25

23 

22

20

52.9

20

CFSM

JUNE

 

104

84

43

272

185

77

a?

56 

43 

47

28 

27

53 

32

35

92.3

24

.93 IN

JUL*

11

H.

.

'

,4 

1

5

13. fc

6.8

26.17

12 

10

9.3

1?

6.0

5.6

5.6 

5.5

5.5

5.5

20 

11

«.o

5.8 

5.6 

5.5

1C 

B.C

7.1

1C

10.4

5.5

6.8 

6.0 

5.7 

5.7

6.P 

7.1

13

7.1

6.C

5.7 

5.4

23 

15 

12

9.8

8.5

7.8 

7.4 

7.4

7.1 

6.8 

6.8

6. 8 

6.8

18. "3

5 J*

Note. Ho gage-height rect 

DISCHARGE, IN CU8IC FEET PER SECOND, WATEP YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

6

7

®

10

11

12

13

14

15

16

17

18

20

21

22

23

24

25

26

27

28

29

30

31

MEAN

WIN 

CFSM

IN.

413 

291

oC

34

22

16

14

11

10

9.4

8.5

8.2

7.8

7.4

9.4

17

21

7.4

10

7.4

6.8

6.4

6.0

6.0

5.7

5.4

5.4

5.4

5.4

34.1

5.4

0.4 

5.4

5.0

5.0

5.0

5.0

5.U

5.0

5.0

5.0

5.0

5.0

5.0

5.0

4.7

4.7

4.7

11

5.0

5.4

4.7

4.7

4.4

4.4

4.4

4.4

4.4

4.4

______

5.22

4.4

4.4

4.4

4.4

4.4

3.8

3.5

3.2

2.6

2.6

2.b

2.0

2.U

2.C

2.0

2.3

2.3

2.3

3.2

3.5

5.4

6.4

7.6

7.1

5.7

5.7

65

230

5b

22

15.3

2.0

11

8.2

7.1

6.0

6.0

6.0

5.7

5.7

5.0

23

48

3C

13

9.8

7.4

7.7

121

253

215

10C

61

44

34

27

26

22

20

1-5

17

41.0

5.0

17 

23

lie

60

44

30

24

18

16

165

126

56

36

26

20

16

175

162

148

71

60

632

383

150

86

65

 

 

Ill

16

50

5

2

7

I

\5

3

0

7

4

2

0

0

9

5

^

4

3

2

0

3

8

6

5

5

4

33.1

14

3

2

2

1

3

1

8.5

fl.5

8.2

9.2

7.8

7.8

7.8

7.B

7.1

7.1

7.4

7.4

7.4

6.4

6.0

6.8

6.0

6.0

5.7

5.7

5.7

______

8.36

5.7

IN 2.C

5.7 

5.7

5.4

5.0

5.0

5.0

5.0

6.0

6.0

6.0

6.0

5.4

5.0

5.4

5.4

5.0

4.7

7.8

13

7.8

6.

5.

4.

4.

4.

3.8

3.8

3.8

4.1

5.60

3.8

CFSM

4.7 

4.7

5.0

5.C

4.7

5.C

4.7

2.3

2.3

2.0

3.2

3.5

2.9

2.6

2.6

3.8

4.1

7.4

9.0

14

7.R

33

182

75

29

IB

19

10

______

15.9

2.0

.31 IN

7.1 

7.4

44

116

48

12

7.8

20

13

5.4

23

°. a

3.5

2.9

30

7.4

4.1

2.C

2.0

34

56

20

14

8.2

7.1

8.2

22

38

20

19. r

2.0

4.27

13 

7.8

6.8

5.7

5.0

4.4

4.1

4.7

4.1

4.7

4.1

4. 1

3.8

4.1

3.8

3,8

3.5

4.1

4.4

3.8

5.7

4.7

3.2

3.2

3.2

4.1

74

10B

15

10.7

3.2

9.8 

7.R

6.8

5.7

5.4

19

13

4.7

3.5

3.2

3.2

2.9

3.8

6.8

12

18

17

5.4

4.

3. I

3.

2.'

2.

2.

3.

3.

3.

3.

_____

198, 

6.6

.08
MISSISSIPPI RIVER DELTA

7-3765. Satalbany Ri^er at Baptist, La.--Continued

JISCHAti&E, IN LUBIC FtET PEP SECOND, WATEn YEAP CCTOBER 1S63 TO SEPTEMBER 19fr4

U -Y

-

 >

fj

7

ri

1C.

li

13

It

17

21

24

25

it27

t!c

2n

MAX

1 FSM

nc i .

2.0

2.6

2.0

K i

2.3 

1.3

J.5

I."

2.,

2.*

2.4

2.0

2.0

2.0

2.6

2.6

2.1

£.3

3.5

.C j

^4 v.

i.3

US i:*

!:s J- 5 ",

i:l

2.3

2.3

2.3

55

3.3

6.t

5.4

17

13

.13

LlcC.

15

2i

lj 

7.1

5.7

3 . i5.1

 ,.7

4.1

f * 

3BJ

lib

46

2£

21

l;

llu

52

34

2<t

13

15

13

'

I-.2

17C 

12 1:

siu 6-3

2nc 21-;

13 C

117

iza

6^

144

Ant

311

414

163

154

111

ice

al

74

7C

64

2.24

bC

ts

147

154

94

70

59

47

45

4C

40

213

1,711.

2C7

122

10;

1C2

at*

521

32^

266

147

?.7£

524

2,4tO

1,52:

342

17:

l?u

VC

70

f '.

5u

1,82^

96;

293

141

1.66C

631

1S7

Cn

C3

<^£

6G

7:

6.55

 »5 

40

32

1?

60

15C

l.:o

5C

37

3C 

27

23

22

21

25

?C

1?

16

18

?!< 

1.35C

3.55C

2,2^0

278

3.«4

134 

331

115 

90

56

47

42

38

34

30 

163

37

27

£3

22

IS

17

1ft

16

m

52

?4

16

14

In

.7°

JUNE

11 

10

fl.a

°.^

9.C

8.5

8.2

7.8

8.5

8.5

8.7 

8.5

8.2

8.2

8.2

7.8

7.8

7.3

7.4

7.4

8.5

P.O

18

11

1C

18

.11

JULY

17 

12 

15

14 

16

13

11

8.5

7.0

6.0

8.0 

18

=.0

28

23

15

8.0

7.0

6.5

30

12

90

123

75

70

123

.24

AUG.

12

10 

8.0

7.0 

5.7

5.1

5.7

36

18

5.8

8.5

11

7.8

6.2

39

11

10

7.8

6.e

6.4

6.4

6.0

6.0

6.0

52

.1*.

SEPT.

6.8 

6.8 

5.4

5.0 

5.7

>.8

h.8

6.0

5.0 *.o

4.4

4.4

4.4

5.0

5.4

5.0

4.4

4. 1

4.1

3.8

1,110

3 , 96G

88

3,960

2.23

DISCHARGE, IN CUBIC FEET PEP SECOND, WATEP YEAP CCTOBER 1964 TO SEPTEMBER 1965

1

3

5

6

7

10 

11

13

15

17

ly

^G

<:l

i3 

^.t

25

27

28

30

ME AM

WIN

IN.

8 

1

2 C

1 4

1

8 

4

1

a. a

6.-,

e.t

8.4

a.f

8.J

a.;

7.5

IS 

17 

7.5

47. t

6.2

.05

6.2

6.7 

6.7

5.3 

b.2

5.8

 5. a

5. 5 

5.2 

5.2

5.2 

35

11

5.5 

5.5

72

43

55

552 

155

64.6

5.2

 vl

44 

 ,7

24?

99 

6C

3t

1,360

504

55 

212 

188 

111

d5

62 

53 

4ci

4C 

35 

31

,18 

27

^t

164

2fc

2.67

32

33

28 

26

90 

49

32

26

24 

23 

i2 

21 

21

1,630

i-55 

256

146 

lUo 

85 

73

137

2',

1,?9

53 

50

45

177 

175

81 

142

35j

128

546

2,920

2.C9U 

691 

2^0

ei 

ILO

125

80 

t j 

51

344

45

4.51

1,571

9E-,

104

C 5 

45

42

5u

40 

33

^5

£5 

2.

20 

35 

70

S:j

161

20

2.33

110 

6C

34

2 C

21

2C

18

16

15

14 

13 

12 

18

12 

12 

12

12 

11

11 

1C 

10

25.5

10

IN 4.4

9.7

9.7

9.2

9.2 

9.2 

9.2

R.4 

R.4

8.0

7.5

7.1 

7.1 

7.1

6.7 

7.1

2 

9

a

3 

1

5

2

1.6

6.7

.30

CFSM

8.0 

7.5

6.7

12

7.5 

6.7

0.2 

7.1

9.2

5.5

5.5 

5.2 

5.0 

4.7 

4.4

4.7 

4.4

8.4

13 

°.2 

5.8 

5.5 

4.4

t.78

4.4

.10

.08 IN

27

9.7

1C 

9.7 

12

9.7 

14

16

16

8.0 

°.2

a. 4

7.1 

22

13

9,7

8.0 

12 

10 

14 

36

17.7

7.1

.26

14.69

8.8 

7.5

6.2

5.8 

5.B 

6.7

21 

11

13

29

10 

21 

11

6.7 

35

0.2 

7.1 

6.2

16 

17 

67 

46 

12

19.6

5.8

.7.8

1 

8 

6

1

"S.7 

8.8 

8.0

196

43

21

13

2

1 

1 

7 

2

U

a. 8

8.0

7.5 

3.0 

7.5 

7.1 

6.7

21.0

6.7

.30
MISSISSIPPI RIVER DELTA

7-3770. Amite River near Darlington, La.

Location. Lat 30°53 I 20", long 90°50'50", in lot 72, T.2 S., R.4 E., St. Helena meridian, on left 

bank just downstream from bridge on State Highway 10, 1.5 miles upstream from Collins Creek and 

4.0 miles west of Darlington.

Drainage area.--580 sq mi.

Records available.--Annual maximum, water year 1950. October 1950 to September 1965.

Gage.--Digital water-stage recorder. Datum of gage is 145.81 ft above mean sea level, datum of 1929, 

supplementary adjustment of 1941. Mar. 17, 1949, to Oct. 23, 1950, crest-stage gage, Oct. 24, 

1950. to Jan. 12, 1951, staff gage, and Jan. !<*, 1951, to May 28, 1963, graphic water-stage 

recorder, at former channel 700 ft to the east. July 30, 1963, to Feb. 12, 1964, wire-weight 

gage at present site. Prior to Oct. 1, 19R3, at datum 3.99 ft higher.

Average discharge.--15 years, 834 cfs.

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

al maximum discha barges above base (5,000 cfs), water years 1961-65

Date

Jan. 10, 1961

Jan. 26, 1961

Feb. 19, 1961

Feb. 25, 1961

Mar. 18, 1961

Mar. 29, 1961

Nov. 15, 1961

Time

090U

2400

0200

1130

0530

1600

0530

Discharge

10.200

5,450

7,800

9,200

* 37,900

30,700

7,800

,0

Gage

height

a!2.99

alO.93

a!2.22

a!2.69

a!6.70

a!5.97

a!2.25

' b

Date

Jan. 6, 1962

Jan. 20, 1962

Jan. 28. 1962

Apr-. 6, 1962

Apr. 28, 1962

Jan. 21. 1963

Time

1030

1830

1900

2130

1630

1300

Dis "ha "Re

6,510

8,300

7,800

9,200

* 15,400

* 4,530

Oage 

height

all. 57

a!2.39

a!2.25

a!2.69

a!4.07

a 9.93

Date

Mar. 16, 1964

Apr. 7, 1964

Apr. 27, 1964

July 5, 1964

Oct. 5, 1964

Dec. 12, 1964

Feb. 18, 1965

'

Time

1000

0600

1700

2000

1645

0900

0600

Discharge

9,370

5,870

10,700

17,400

* 44.500

5,650

6,220

'

Oage 

height

J4.85

12.52

15.20

16.50

19.37

12.28

12.80

Water year

1961 

1962 

1963

Date

Oct. 5, 1960 

3ept.30, 1962 

Sept. 24-28, 1963

Discharge

225 

216 

b 190

Qage height

a 1.29

a 3 .0°

Water year

1964 

1965

Date

Sever*)! days 

Sep»-. 9, 1965

Discharge

b 190

209

Qage height

3.08

a Datum then in use. 

b Minimum dally.

1949-65: Maximum discharge, 55,700 cfs Apr. 13, 1955 (gage height, 18.18 ft, site and datura 

then in use).

1950-65: Minimum discharge, 188 cfs Oct. 18, 1956.

Remarks.--Records good except those for periods of no gage-height record, which are poor.

DISCHARGEt IN CUBIC FEET PER SECOND, HATER VEAR OCTOBER I960 TO SEPTEMBER 1961

I

9

12

15

18 

19

21

24 

25

29

11

J°I*L

MIN 

IN.

231 

234

3Gn

243

2-»3 

243

255

243

228 

231

237

2,t7C

..5

360

3C'3

258

2 = 8

245

287

».

43 b 

3b4

29j

.65

271

28C

264

630

54C

357

373

2^3

452

1,26C

.77

1,240 

738

3,730

1,420

2,000

757

b28

3,030 

4.SJG

1,460

914

4.50

894 

1,020

814

524

412

7,330

5,220

8,300 

6,330

.__-.

4.76

1.020 

914

HI

622

18, ICO

4,480

914 

795

21.20C,

12.3CO

10.2

4.930

13,300

3,330 

1,510

1,110

1,600

816

630

576

486 

558

452

3.37

IN 22B

442

452 

432

445

452

972

396

357

335 

360

325

316

.88

CFSK .

312

306 

306

287

452

396

1,090

2,160

4B6 

719

952 

648

1.35

.21 IN

540

732 

522

348

759

666 

778

452

399

399 

360

540 

504

1,120

34B 

1.09

12.83 

30.06

1.380

576 

486

367

335 

328

1.520 

686

415

348

335 

341

300 

312

580

300 

.99

SEPT.

540

338 

335

312

300

370 

519

522 

412

354

338

338 

322

415 

341

431

300 

.83
MISSISSIPPI RIVER DELTA

7-3770. Amite River near Darlington, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR CCTOBER 1961 TO SEPTEMBER 1«62

DAY

1 

2

4 

5

6 

7

10

12

n

14

17

20

21 

22

24

28

30

TOTAL 

MEAN

MAX

MIN

CFSM

OCT.

316 

312

370 

396

312

303

296

280

277

280

28C

274

284

284

.51

NOV.

2BO 

2UC

316 

408 

421

338

300

684 

540

721 

612

486

280 

1.89

OEC.

428

405

402

4,390

7,950 

1.46L

892

6B4

5.46

JAN.

721

2,560

5,120

892

2,940

4,380 

7,560

2,380

1,38C

4.93

FEB.

854 

740

648

522 

522

612

 ...

1.12

MAR.

522

452 

435

418

405 

3<i2

3°2

.63

APR.

1,340

54C

1.5CO 

3,l9t

64K

348

12,100

4,510

261 

3.43

MAY

932

558

360 

348

31 =

258 

255

612

.63

JUNE

1,380

522

684

648

1.19C

l.GSO

341

75«

341

1.64

JULY

445

341

24" 

240

228

2PJ

354

268

222

AUG.

2*0 30<-

540 

322

222 

219

435

328

.56

SEPT.

306 

277

261

255

268

3 C 2 

3CC

2S4 

261

2?8

225 

222

320

8,851

2H 

.5]

DISCHARGE, IN CUBIC f-EET PER SECOND, WATER YEAk fCTOBER lift? TO SFPTF«B£R 1963

1

2

4

5

6 

5

11

12

li 

It

13 

Zl

21

24

2i

30

MEAN

CFSM 

IN.

370

328

322

316

31,

31i

316

J35 

312

334

.58 

.66

253

287 

267

2S7

268

2 1 1 .

<.^0

2?1

.50

293

3C3 

293

30C

293

29C

;<;o

Ji7

.56

405

341 

341

335

367

1,050 

V72

895

1.54 

1.76

740

1,U1.

816

630

486

i.'ft*3

l.llJ

l,b8C

321

1.41 

1.47

576

5 C.4 

5-4

514

576

812

486

575

t^) 

1. L4

405

3SO 

392

396

312

116

312

30C

347

.60 

.67

28C

280

260

3C.O

231

422

271

24U

272

.54

24J

255 

245

290

220

210

4on

350 

40 r

?2l

,f<Z

503

4CO 

3 = 0

375

8fO

350

320

60 C 5-'r

432

.B6

316

2S4 

28C

274

389

8 or

450 

271

274

25C

310 

350

343

.68

250 

240

Z?0 

21C

211

2ir 

210

20C

200

2CT

240 

350

200

190 

100

190

220

.^8 

.42

2: TL.TAL 211,

Note. Ho gage-height rd May 29 to July 29, Sept. 7-30.
MISSISSIPPI RIVER DELTA

7-3770. Amlte River near Darlington, La.--Continued

1

3 

4 

5

7 

t

a

12 

13 

14 

15

17

is

1, 

2C

21

24 

2t

29 3i"

MEAti 

MAX 

MIN 

CFSM 

IN.

2Uu

....

1?

20'.

2C "

1C 5 

195

1?5

1^5

1S5

I«,J

204 

ISO

.3,

DISC HA

157

-6C

"c

v;'-

--1

23,,

3,0

^

"c

.40

bE, IN Cl

2SC

240

251.

^

3"'C

MC

4."-

"2=iC 

25C

1.1CC

.77

BIC FEET

246

1 , i u u

1.4JO

I ,CJO

too

,JC

500 

45C

''.I:':/

2.CC

PEP SECO

3 CO 

340

320

2 962

1,230

6bU

2,73<-<

1.3*

40, ^lATt^

«'

t.SLo

Hi.'

471

22,4C'i

6.f 3

372

1,86^

"P

72C

36C

<.,3X

«.< 7C

3..C

BtR l^t^

1 ,f f ' 

1 ,2t '

4? 5

348

280

27L

3-5

24B 

335 

3tC

L,6«;r

1.T2

TD SEPTF

'35

24 f

23S

22,

 ?:

755

4K 

372 

343

;L-

.52

64C 

3,1 -C

t , 7- r

57.-

5f r

? .:

31 '.

34r,

I 3 , x r

2. =3

3IC

280

262

-\%5

3--:

840

Hi

358

27:.

t^.

.,3

27C 

3r-r

271

27C

33 C

24.;

-1C'

 *-

WAT VR 1964: TCTAL 327,412 MEAN 8^5 MAX 22.4CC WIN 1<=L CFSf 1.54 IN 20. = =<

Mote. Mo gage-height record Oct. 1 to Feb. 12.

1

3 

5

7 

8

1C

13

14

16

18 1"} 

20

21

29

MAX 

HIM

IN.

alUco

8,76t. 

2 , 500

84L'

4ea

35^

34J

286

36,bCO

5.89

266

276

276

328

2,550

2,610

1,120

583

2.32C

1.2SL

484

5,54t

392

365

340

406

520

452

2,080

1.76C

 

5,870

5CC

660

9tU

8.87C

45?

34C

286

 500

25R

243

248

328

35?

">S

2 '5

392

?3^

?:-=

35?

1,240

AUG.

£?r

2==!

24P

352

640

S~"f.

?8t>

:3^

221

21<=

i,16C

24?

1,381
MISSISSIPPI RIVER DELTA

7-3775. Comite River near Olive Branch, La.

Location. Lat 30°45'21", long 91 "OS'38", In lot 41, T.3 3., R.S E. , St. Helena meridian, near center 

of span on downstream side of bridge on State Highway 67, 1,800 ft downstream from Knighton Bayou 

and 1.3 miles northeast of Olive Branch.

Drainage area. 145 sq ml (revised).

Records available. August 1942 to September 1965.

Gage. Digital water-stage recorder. Datum of gage is 115.65 ft above mean sea level (Louisiana 

 (Teodetic Survey bench mark). Prior to Aug. 35, 1944, staff gage, Aug. 25, 1944, to Oct. 29, 1949, 

wire-weight gage, and Oct. S9, 1949, to Feb. 3, 1964, graphic water-stage recorder, at site 

1,400 ft upstream at same datum. Feb. 4, 1964, to Apr. 10, 1964, graphic water-stage recorder 

at present site and datum.

Average discharge. 23 years, 231 cfs.

Extremes.--Maxlmums and minlmums (discharge in cubic feet per second, gage height In feet).

Annual maximum discharge (*) and peak discharges ab' (2,500 cfs), wate

Date

Jan. 9, 1961

Feb. 18, 1961

Feb. 25, 1961

Mar. 18, 1961

Mar. 31, 1961

Nov. 14, 1961

Dec. 17, 1961

Time

2130

0630

0130

00 3O

0900

E200

2100

Discharge

2,920

3,810

3,010

* 19,900

2,920

6,460

3,660

Gage 

height

13.77

15.73

14 .02

21.37

13.82

18.08

15.37

Date

Jan. 5, 1962

Jan. 20, 1962

Jan. 28, 1962

Apr. 7, 1962

Apr. 28, 1962

Jan. 21, 1963

Mar. 3, 1964

Time

2030

0600

1330

0330

1400

1900

0400

Discharge

3,100

2,580

3,760

5,160

* 11,400

* 1,660

* 11,400

Sage 

height

14.20

12.97

15.56

17.52

19.74

10.70

18.70

Date

Mar. 15, 1964

Apr. 27, 1964

July 4, 1964

Oct. 5, 1964

Feb. 17, 1965 

Mar. 1, 1965

Time

_

0515

0815

0615

0630 

1515

Discharge

-

3,120

3,240

* 15,500

2,800 

3,100

Gage

height

-

11.45

11.71

19.52

9.30 

9.91

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

July 1, 1961 

Sept. 4, 1962 

Sept. 13, 1963

Discharge

41 

42 

38

Sage height

a 3.85 

b 4.06 

2.78

Water year

1964 

1965

Date

Sept. 25-27, 1964 

Sept. 9, 1965

Discharge

36

31

Qage height

c 1.75 

d 1.79

a Occurred Oct. 22, 23, 1960. 

b Occurred Sept. 30, 1962. 

c Occurred Sept. 25-27, 1964. 

d Occurred Oct. 2, 3, 1964.

194S-65: Maximum discharge, 19,900 cfs Mar. 18, 1961 (gage height, 21.37 ft); minimum, 31 cfs 

Sept. 9, 1965; minimum gage height, 1.75 ft Sept. 25-27, 1964.

Remarks. Records good.

Revisions (water years). WSP 1007: Drainage area. WSP 1177: 1948, 1949(M).

DISCHARGE, IN CUBIC FfET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

DAY

1C

I

1

1

I

1

2

21

23

25

28 

29 

30

MEAN

MIN

IN.

OCT.

70

50

50 

48

200 

150

48

48

46 

51

48

48

46

51 

48 

21V

99.3

46

.79

NOV.

636 

84

59 

58

55

54

58 

58

59

54

82

58 

55 

54

83.9

54

.65

DEC.

53

57 

58

79

162

36 

78

89

16C

84

88 

266

292

130

52

1.04

JAN.

Ii510

159

1,160

281

151 

132

135

140

loe

411

270 

195

621

98

4.94

FEB.'

135

233

97

92

3,560 

3,280 

1,600

1,580

1,040

265

7S7

52

5.65

MAR.

237

404

1C5

90

11,600

3, see

1,400 

946

392

1,740 

2,020

2,51.0

1,266

50

10.1

APR.

1,600

254

139

97

89 

S9 

88

84

80

92

71 

67

183

67

1.41

HAY

69

68

60

150

65

60 

58

56

54

60

51

88.5

50

.70

JUNE

40 

48

48

46

57

49

49 

56 

103

107

54

47

44

S^.B

44

.46

JULY

42

246

91

57

80

150

70 

100 

95

61

66

54

78 

150

108

42

.85

AUG.

99

60 

 53

209

62

170

91 

90 

84

60

67

78

77 

76

2,584 

83.4

53

.6,6

SEPT.

74

71 

126

79

1,860

203

88 

78 

72

70

68

62

166

6,301

210

55

1.62

CFSM 2.12 IN 28.83
MISSISSIPPI RIVER DELTA

7-3775. Comite River near Olive Branch, La. Continued

DISLHuKbfc, IN CUBIC FFfcT PER SECUND, kiATEK YEAR OCTOBER 1961 TO SEPTEMBER

i

7

11.

1

2

1

7

1 

2

5 

t

7

e

0

ji

MAX 

MIN 

CFSM 

IN.

Bl

C7 

tt

63 

57

54

52

5i 

5;

57

52

52 

51

5(1 5' 

53 

57 

58

955" 

 4I.1

54

UC

cO

55

J, 760

3. 2

141

105 

15%

530

-2 

Is 4 

76

3.03

IT

-

9L 

1,^3C

l»7Gu

1,410

3,t8C

65

50

7<i 

( 1

62 

6.14

;"

1,630

313 

313

t!6

Ul

38C

2,460

1.C9C 

450

302

3,t7C 

1.24C

524

;ci

224

183

138

134

120

105 

105

'"

86 

111

110

1.12

ij

81

K i

£Z 

SI

17 

t7

13u

.75

84

313 

183

138

lie

BC

s.^oc

5,12t

7.45

438

226

1"5

14? 

119

51

185

61

600

l."2 

1.17

700

151 

133

128 

138

120

295

123

118 

121

1.53 

1.70

695

105 

94

85 

80

7<?

71

65

65 

57

.71

.82

70

61 

56

53 

4=

44 

44

49

52

87

13°

63

84 

58

76.0 

288

.52 

.6C

SEPT.

50

42

45

48 

72

58 

45

52

58

51

46

46

46 

46

45

50.6 

75

.35 

.3°

D[SCHARGE, IN CUBIC FtET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

3

4

6 

7

13

11

Li

lj

15 

16

18

1 ,

22 

24

26

20 

K 

30

MEAN 

MAX 

MIlM

CFSM 

IN.

OCT.

52

51

5:;

= 5 

52 

S2

51

5°

72

53

4^ 

5; 

5J

53.6

NUV.

48

47

45 

tB 

*7

1?

56 

5«

eS 

62 

54

S2 

51

51

51.4

5L

50

40

52

53 

5i

63 

6*

58

ol 

151

241

63.1

62

oO

162 

530 

22fc

68

54-3 

7,22

720 

256 

164

90 

82

80

85

/52

EAN 83.

85

87 

86

66 

91 

SI

66

83 

4C8

110 

52 

561

138

162

MAX

115

9B 

87

82

95

51

71

106 

79 

71

100 

79

113

,620 f

69

6C 

59

41 

41

42

41 

41

41

41

46

46.2

IN 42

IN 39

46

44 

44

42 

42

58

69

58 

44

4C

40

47.5

CFSM 

CFSM

9

9 

]

41

39 

3?

56

5B 

52 

63

41 

44

48.7

.63 IN 

.57 IN

44

47 

43

40

48

45

57

40

58 

168 

118

81 

61

1,87" 

60.3

22.15

7.78

41

40 

43

39

67

49 

44

42

46 

52

48

48

46 

47

1,881 

60.7

SEPT.

49

43

41

40 

40

30 

39

44

42 

41 

41

40

44

44

1,276 

42.5
MISSISSIPPI RIVER DELTA

7-3775. Comite River near Olive Branch, La.--Continued

DISCHARGE, IN CUBIC FtET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

10

11

12

13

15

17

18 

H

20

21 

22

25

It

L7

30

MAX 

MIN 

CFSM 

IN.

OCT.

42 

42 

41

4J

3<i 

35

3,

3<i

4J 

40

4^

41

4i 

40

41 

40

3i'

38 

.27

.J2

40 

4J 

41

54

43

43 

43

41

",2

43

60

40 

.32 

. 36

3TAL 3U.C

UEC.

42

50

41

153

291

115

57

86

78

52

46

4C 

.45 

.56

0 

»0

46

58

484

101

105 

138

895

119

104

78

46 

1.67 

1.92

MEAN 82.

69

150

40

40

500

200

 

40 

1.13 

1.22

I MAX

MAR.

8,390

250

12C

3, oca

500

140

110

10C 

6.89 

7.<34

L.620

APR.

ll\

85

1.55C

109

ZOO 

134

151

848

1,160

2,120

155

85 

3.22 

3.60

1IN 38 

 UN 36

263

109

70 

70

64

61 

60

58

67

5B 

54

56

53

.59 

.68

CFSM 

CFSM

52

50

48

48

51

48

48

45

43

56

94 

59

68

42 

.37 

.42

.57 IN 

L.47 IN

2,300

1,040

86

69 

67

66 

78

63 

62

58 

58

62

148

128 

243

101

51 

1.91 

2.21

7.70 

19.97

52 

51

49

52

52 

5?

46 

48

81 

64

5B 

61

80 

48

48 

43

41

40

81 

40 

.36 

.41

38 

38

52

48

42 

40

39 

38

38 

38

50 

70

46 

39

37 

36

36

40

41

70 

36 

.29 

.33

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

MIN

CFSM

IN

OCT.

40

38

45

5,390

10,500

3,450

496

195

146

118

106

95

85

78

71

68

64

62

57

56

55

55

54

53

51

51

50

50

50

48 

48

21,725

701

10,500

38

4.83

5.57

NOV.

47

45

45

45

44

44

45

47

47

44

43

43

43

43

42

42

42

42

45

65

76

5*

45

81

190

120

71

1,180

1,390

848

4,957

165

1,390

42

1.14

1.27

DEC.

187

138

132

697

907

462

175

138

117

105

574

1,120

872

233

172

142

126

317

353

211

167

148

134

122

114

109

97

86

81

80

79

8,395

271

1,120

79

1.87

2.15

JAN.

76

76

120

87

78

74

72

71

72

73

73

71

68

67

66

64

63

62

62

62

61

99

525

364

179

132

112

102

96

90

3,305

107

525

61

.738

.85

FEB.

84

80

79

76

75

79

84

96

129

115

203

1,020

926

282

181

525

2,550

2,320

1,110

294

218

181

157

169

306

225

161

141

______

11,866

424

2,550

75

2.92

3.04

MAR.

1,870

2,560

2,170

648

279

223

189

167

155

147

142

142

138

133

126

118

115

132

144

111

99

94

90

88

85

81

77

76

75

79

111

10,664

344

2,560

75

2.37

2.74

APR.

114

96

84

80

75

71

69

65

63

62

60

58

58

57

56

54

53

52

52

52

51

50

50

50

50

49

49

123

76

57

1,936

64.5

123

49

.445

.50

MAY

52

51

50

50

49

49

48

48

47

47

47

47

47

47

47

47

45

45

45

45

45

48

57

57

52

47

45

57

83

52 

48

1,544

49.8

83

45

.343

.40

JUNE

45

45

45

45

45

45

45

52

45

45

44

43

42

43

43

102

88

50

44

44

42

44

44

44

44

44

47

51

63

44

1,467

48.9

102

42

.337

.38

JULY

44

44

44

44

44

44

40

37

51

37

42

105

54

39

37

56

43

43

59

89

47

52

47

96

53

43

42

44

72

85 

64

1,641

52.9

105

37

.365

.42

AUO.

50

41

39

38

37

39

42

37

36

36

36

47

75

76

63

53

45

39

37

37

230

233

50

107

58

79

43

71

303

68 

50

2,195

70.8

303

36

.488

.56

SEPT.

42

51

59

52

39

36

34

34

32

539

690

424

177

93

72

65

59

56

54

56

54

54

145

218

81

64

56

53

52

52

3,493

116

690

32

.800

.90

GAL YR 1964: TOTAL 108,104 MEAN 295 MAX 10,500 MIN 36 CFSM 2.03 IN 27.72 

WAT YR 1965: TOTAL 73,188 MEAN E01 MAX 10,500 MIN 32 CFSM 1.39 IN 18.78
964 MISSISSIPPI HIVER DELTA

7-3776.5. Little Redwood Creek tributary at Joe Howell Pond, near Wilson, La.

Location. Lat 30°53'40", long 91"07'00", in NE£ lot 70, T.2 3., R.I E., St. Helena meridian, 1,000 

ft east of State Highway 19 and 1.7 miles south of Wilson.

Drainage area. 0.73 sq mi (including pond). 

Records available.--April 1954 to September 196E.

Gage.--Duplex water-stage recorder (rain gage and water stage combination). Altitude of gage is

2"30 ft (from topographic map).

Extremes. --Maximum outflow and maximum inflow (average for 2-|-minute interval), computed from oufc- 

 flow and change in reservoir contents (adjusted for rainfall on reservoir surface during time of 

peak inflow), for the water years 1961-65 are contained in the following table:

year

961

962

963

964

965

Maximum outflow

Date

Mar. 17, 1961

Apr. 28, 1962

Feb. 26, 1963

-

Oct. 4, 1964

Outflow 

(cfs)

£16

109

.30

_

25

Gage Height 

(feet)

9.41

8.92

7.14

_

6.16

Maximum Inflow

Date

Mar. 17, 1961

-

Jan. 19, 1963

-

-

Inflow 

(cfs)

1,000

-

75

_

-

No outflow for many days in each year.

1954-65: Maximum outflow, 291 cfs Apr. 12, 1955, maximum gage height, 9.41 ft Mar. 17, 1961; 

no outflow for many days in each year. Maximum inflow, 1,520 cfs (average for 2|-minute interval) 

Apr.. 12, 1955, computed from outflow and change in reservoir contents, adjusted for rainfall on 

reservoir surface during time of peak inflow.

Remarks. Records good prior to Oct. 1, 1963, and poor thereafter. Records of daily discharge are 

outflow from reservoir determined from stage-discharge relation of spillway. Pond is formed by 

earth dam; spillway is an 83-foot wide concrete control located at right end of dam. Capacity 

below 0.5 ft gage height not determined and not included in capacity figures.

DISCHARGE, IN CUBIC FEET PER SECONfr, WAftP YEAR uCTOBER 196C TO SEPTEMBFk 1961

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

TOTAL

MEAN

MAX

MIN 

<t>

<*> 

<tt>

0

0

0

0

0

0

0

0

G

0

0

0

0

0

c

0

c

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

99.7

29.3 

5.95

0

u

0

0

c

0

0

0

0

0

0

0

0

c

0

0

0

0

G

0

0

0

0

0

0

0

0

0

0

0 ______

0

0

0

c

26.3 

1.18

0

0

0

o

0

c

0

0

0

c

0

c

0

0

0

0

c

c

0

c

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

32.7

3.74

0

0

0

0

0

0

1

,

^

.

,.

,

,

. 0

. 0

. 0

.40

.30

.30

2.4

9.3

11

5.1

2.8

1.7

1.0

.60

80.20

2.59

11

0

36.9 

7.37

.50

.50

.50

.40

.40

.40

.50

.50

.40

.41'

.30

.30

.20

.20

.10

. 10

19

22

7.7

7.3

e.7

4.9

1.8

18

11

4.6

2.4

1.6

 _ . 

 

 

112.70

4.03

22

.10

37.3 

8.30

1.6

1.3

.70

.50

.43

.40

.40

.4C .3'j

.20

,i rJ

.10

0

0

0

0

76

13

5.9

6.7

a. 4

1.9

l.C

.5u

.40

.30

3.4

11

19

13

12

178.90

5.77

76

0

39 

11

APR.

4,9

2.3

1. 1

.50

.40

.50

.50

.40

.70

.60

.40

.40

 4C

.30

.20

.1C

0

c

c

c

0

0

0

0

c

c

c

(.c

c _____

13.70

.46

4.9

0

34 

2.10

C

C

c

0

0

0

0

0

0

0

c

0

c

c

:

0

c

0

0

a

c

0

0

a

0

0

0

c

0

0

0

0

0

0

0

29 

1.3B

0

0

0

pc

c

c

c

0

c

0

c

c0

Q

0

r

o0

0

0

Q

0

0

0

0

c

0

0 ______

0

0

0

0

25.1

2.46

-,

0

r}

0

c

;rc

c

T

,-,

0

0

0

0

1

3

n

9

J

0

J

0

e

c

0

n

0

22

3.24

1

^

n

C

r

n

r

C

r

n

c

c

e

0

a

c

c

0

c

0

0

0

21.3 

1.44

li

0

1

r.

r

0

r

3

c

n

1

n

"I

L

0

,_,

0

0

rj

0

0

0

r

_ _-

P

i

0

0

22.3 

8.65

HAT VR 1961: TOTAL 385.50 MEAN 1.06 HAX 76 MIN 0 CPSM 1.45

t Contents, in acre-feet, at end of month. 

* Surface area, in acres, at end of month, 

tt Precipitation, in inches, during month at rain gage at lake
MISSISSIPPI RIVER DELTA 965

7-3776.5. Little Redwood Creek tributary at Joe Howell Pond, near Wilson, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3

4

5

6

7

8

9

10

1

2

3

4

5

6

7

8

9

a

I

2

3

4

5

6

7

8

9 

0

1

0 AL

t N

t

t 

tt>

0

0

0

0

u

0

0

0

0

Q

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

0

0

0 

45.5

.11

0

0

0

0

0

0

0

0

0

0

0

0

.50

5.0

3.0

6.0

3.5

1.5

.80

.40

.40

.80

4.6

3.0

2.0

1.3

.811

.60

.40

.30

34.90

l.lt>

0

36.5

9.37

.30

.20

.20

.10

.10

.10

c

0

3.1

16

6.9

10

B.O

7.7

21

11

25

16

5.9

3.2

1.9

1.2

.70

.50

.40

.30

.40

.30

.30

.20 

.20

141.20

4.55

C

8.54

.20

.10

.10

.10

15

20

6.0

6.0

3.0

9.0

3.0

1.5

.80

.50

2.5

1.5

.80

1.0

15

7.0

4.0

2.0

1.4

1.0

.BO

5.7

19

5.7

2.9

.70

.90

137.20

4.43

.10

37.1 

5.23

.60

.40

.40

.30

.30

.40

.30

.20

.20

.10

0

0

0

0

0

0

0

0

£

0

0

0

0

0

0

c

0

0

3.20

.11

0

35.3 

3.30

MAR.

U

U

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

Q 

0

0

u

0

33.1 

l.»6

APR.

0

0

0

0

0

6.0

5.0

3.0

1.8

1.2

.70

2.6

2.2

1.2

.70

.40

.30

.30

.20

.10

0

0

0

0

0

c

12

41 

6.5

3.5

88.70

2.9b

0

37.8 

6.43

MAY

1.

. 0

. C

. 0

. 0

.20

.ID

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

4.3C

.14

1.9

0

9.24

JUNE

.40

.30

.20

.20

.10

.10

0

0

0

.20

.30

.40

2.0

4.9

2.9

1.8

1.0

11

28

11

5.5

3.0

1.8

1.0

.90

l.l

.70

5.2

13

5.9

103.90

3.46

0 

166.8

38.2 

4.50

JULY

3.4

2.C

1.1

.70

.40

.30

.20

0

0

0

0

Q

0

0

0-

c

0

0

0

0

0

0

0

0

c

0

0

0 

0

0

0

8.10

.26

0 

108.2

30.4 

.36

AUG.

0

3

0

0

0

0

0

0

0

0

c

c

c

c

f

0

0

0

c

0

0

L

0

0

0

p

0

0 

0

0

0

0

0

3

-

SEPT.

0

0

0

0

0

a

0

0

0

0

c

0

0

r

"-

<i

0

0

c

0

V

0

o

c

0

0

0 

0

0

0

c

c

.38

t Contents, In acre-feet, at end of month.

tt Precipitation, in inches, during month at rain

Note. No gage-height record Aug. 20 to Sept. 30.

* Surface area, in acres, at end of month, 

lake. Total for calendar year 1961, 63.96 inches

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

1

2

3

4

5

h

7

A

9

10

11

12

13

14

15

16

17

la

19

20

21

22

23

24

25

26

27

28

29

30

31

TCTAL

MEAN

MAX

MIN

(t) c*>

<tt>

0

0

o

0

0

0

c

0

3

0

c

c

0

0

0

0

0

0

0

0

0

0

0

0

0

J

0

0

0

0

0

0

0

0

0

75.7 

26

.82

0

0

0

0

0

0

0

0

c

0

0

0

0

c

0

c

0

0

0

0

0

0

c

o

0

0

0

0

0

0

 

0

c

c-

\*

53.1 

22.3

.42

0

0

0

c

0

0

0

c

0

0

5

0

c

c

0

0

0

0

(j

0

D

0

u

0

0

c

0

c

c

c

c

0

0

c

0

45.°

0

0

0

0

0

0

0

0

0

0

0

c

0

0

c

0

0

0

0

c

o

c

c

^

0

0

0

o

0

0

0

0

0

c

c

134.3

0

0

0

0

0

u

0

c

0

p

0

c

t

c

u

,J

J

u

0

c

Cl

0

fj

.10

.3u

.30

.20

.10

 

 . ~ 

 

L.OO

.036

.30

0

150.1

. 10

.lu

0

0

0

0

0

0

0

0

0

0

0

0

9

u

0

0

0

0

0

0

a

0

0

0

0

0

0

0

0

o.ao

.OC7

.li.

0

137

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

c

e

0

0

0

0

0

 

0

0

b

0

104.8

J,

0

0

c

0

0

0

0

0

0

r

0

0

0

0

0

a

0

0

0

u

0

0

c

0

0

0

0

0

0

0

0

c

0

Q

81.8

0

0

0

0

c

0

c

0

0

0

0

0

0

0

c

r

c

0

3

0

c

0

0

c

c

0

fl

0

0

c

 

0

0

0

0

67.9

0

0

0

0

c

0

0

0

-J

"

0

T

0

n

0

f

c

c

0

0

0

0

L)

0

3

3

3

n

c

c

0

0

c

c

70.6

0

C

C

C

0

0

c

0

c

c

c

0

c

c

c

0

0

c

0

0

c

0

c

0

0

0

0

0

f

0

c

0

c

c

c

65

0

0

0

c

3

Q

0

Q

0

0

0

0

0

0

c

0

0

0

0

0

0

p

0

u

0

0

0

0

a

c

 

0

0

0

0

43.4

.52

t Contents, in acre-feet, at end of month. * Surface area, 

tt Precipitation, in inches, during month at rain gage at lake. Total fo water ye

at end of month.

ar 1962-63, 31.34 inches
966 MISSISSIPPI RIVER DELTA

7-3776.5. Little Redwood Creek tributary at Joe Howell Pond, near Wilson, La.--Continued

1

2

3

4

5

6

7

8

9

10

11

12

11

14

15

16

17

18

19

2u

21

22

23

24

25

26

27

26

29

30

31 

TCTAL

MEAN

MAX

KIN

(f >

<*)

<tt>

0

^

w

u

0

y

0

y

0

^

0

0

0

0

0

0

3

0

Cl

0

J

Q

C

o

0

a

0

0

g

0

0

0

c

0

0

41.4

20.2

0

0

0

0

0

C

C

0

^

0

0

0

&

0

y

0

0

0

0

0

0

C

0

0

0

0

0

u

n

0

0

C

Lr

0

0

_

_

3.61

GE, IN CUBIC FEET

r,

u

u

i0

L

0

0

0

0

0

0

0

0

C

0

u

0

0

C

0

0

0

C

0

0

C

C

0

(I

C

0

0

_

_

3.23

0

3

0

0

C

C

0

0

0

0

0

0

C

0

0

u

0

0

0

0

0

n

.10

.40

.40

.40

.40

.30

.20

.10

.10

0

.40

.40

.40

.30

.30

.30

.20

.20

. 10

.20

.30

.30

_ .30

> .40

.30 

.20 

2.50 I B.90

.091

.40

0

_

_

6.42

.31

-

0

_

_

4.49

 1 ' "~

'"T

1

) 25

J 2.C

1.1

.70

.50

> 1.0

1 74. 70

5.64

-

.40

_

_

11.61

"

4.8

3.2

> 1.0

I'

9C.O

3.00

-

-

_

_

B.93

5.0

2.0

1.0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. C

. 0

. 0

. 0

. 0

C

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

10.30

.33

5.0

0

_

_

2.24

0

0

C

0

C

0

C

0

p

0

0

0

0

C

0

C

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

_

_

5.50

VULY

> In

[

_J

.50

.30 1'

I^

i

fI

_J

13.30

.43

_

-

_

B.53

C

0

&

C

C

0

0

C

0

(1

0

0

0

0

0

n

0

0

0

0

0

0

0

0

0

C

0

0

0

0

^

0

C

0

0

125.9

32.9

2.64

0

0

0

0

0

0

0

0

0

0

0

0

0

C

0

n

0

C

0

0

C

0

0

0

0

0

C

0

0

0

0

0

0

p

_

_

2.52

t Contents, in 

tt Preeipitatio

feet, at end of month, 

inches, during month E

* Surface area, in 

ain gage at lake. Total for

acres, at end of month.

alendar year 1963, 33.96 inches;

Note. Mo gage-height ord for most of period November to Septembe

1

2

3

4

5

6

7

a

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

2B

29

3C 

31

MEAN

MAX

MIN (f")

<*> 

(tt>

0

0

0

18

10

5.0

3.0

1.5

.BO

.70

.60

.50

.4U

.30

.20

.10

0

0

u

0

0

0

0

0

0

0

0

0

0

0 

0

1.33

IB

0

_

10.80

DISCHAR

0

0

0

o

0

0

.10

0

0

0

0

0

0

0

0

0

c

0

0

.50

.30

» 10

0

.20

.70

.50

.30

6.C

2.0

ll-

.39

6.0

0

_

-

.50

.20

.10

5.0

3.0

2.0

1.2

.80

.60

.40

1.4

1.0

.70

.60

.60

.60

.60

4.6

3.7

2.3

1.6

1.1

.70

.70

.50

. 5C

.40

.30

.30

.20 

.20

1.17

5.0

.10

150.4

36.2

BIC FEET

.10

.10

.10

0

C

0

0

0

0

.10

0

0

0

0

0

0

0

0

0

0

0

0

.50

.20

.10

0

(J

t

0

0 

0

.039

.50

C

_

0

G

C

C

0

0

.20

.10

.20

.40

.20

1.0

3.C

1.0

.40

.20

10

5.0

l.C

.20

.10

0

0

y

.20

.10

0

0

._ 

 

.83

10

C

_

-

2.0

3.0

3.5

3.C

i.a

1.0

.60

.40

.30

.30

.3C

.30

.2C

.20

.10

0

0

.10

0

0

0

0

0

0

0

0

0

0

0

0

.55

3.5

n

137.*

34.5

0

0

0

C

0

0

0

0

0

0

0

0

6

0

0

0

C

0

0

C

0

0

0

0

c

0

0

0

0

0

0

C

0

0

B5.8

27.4

0

0

0

C

0

0

0

0

0

0

0

0

0

0

0

0

C

0

0

0

0

0

C

0

C

0

0

0

0

0 

0

C 

0

0

0

B1.8

26. B

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

C

0

0

62.2

23. B

BER 1965

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 

0

0 

0

Q

0

116.8

31.6

0

0

0

0

0

0

0

0

0

C

0

C

0

0

C

0

0

C

0

0

0

0

r

0

0

0

0

0

0

0 

0

C 

0

0

Q

101. B

29. Q

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

(1

0

0

0

0

0

0

0

0

0

0

0 

0

0

0

133.3

34 

___ 5.53

t Contents, in acre-feet, at end of month. * Surfa 

tt Precipitation, in inches, during month at rain gage at lake, 

total for water year 1964-65, 50.22 inches.

Mote. No gage-height record Oct. 1 to Dec. 16.

s, at end of month.
MISSISSIPPI RIVER DELTA

Location.--Lat 30°30'45", long al°04'25", In N^J-j sec.24, T.6 3.. R.I E., St. Helena meridian, near

ank on downstream side of bridge on State Highway 946, half a mile downstream from

Blackwater Bayou and 2.6 mile=? weat of Comite.

Drainage area. 284 sq mi, revised (see Remarks). 

Records available. March 1944 to September 1965.

Sage. Digital water-stage recorder. Datum of gage is 25.85 ft above mean sea level (Louisiana 

Geodetic Survey tench mark; levels by Louisiana Department of Public Works). Prior to Apr. 22, 

1946, wire-weight gage and Apr. 22, 1946, to Apr. 6, 19fi4, graphic water-stage recorder, at same 

site. Prior to Oct. 1, 1962, at datum 3.00 ft higher.

Average discharge.--21 years, 457 cfs.

Extremes. Maximums and minimums (discharge in cubic feet per second, gage height in feet).

discharge (*) and peak discharge (4,00

Date

Jan. 9, 1961

Feb. 19, 1961

Feb. 26, 1961

Mar. 19, 1961

Sept. IE, 1961

Nov. 15, 1961

Dec. 18, 1961

Jan. 6, 1962

Time

1700

1500

0700

1000

0730

2200

1900

1500

Discharge

4,120

9,840

4,650

* 15,200

4,920

4,860

8,450

6,320

Gage 

height

al8.77

a21.84

alS.SO

a23.72

a 5.19

a 6.57

a 9.07

a 6.98

Date

Jan. 20, 1962

Jan. 27, 1962

Apr. 7, 1962

Atr. 29, 1962

Jan. 21, 1963

Mar. 4, 1964

Mar. 15, 1964

Time

06UO

2300

E300

1630

03OU

0300

2300

Discharge

4,730

5,250

5,510

* 20,900

* 2,420

* 15,400

5,650

Gage

height

a 5.57

a 6.09

a 8.73

316.03

8.23

16.92

11.14

Date

Apr. £7, 1964

July 4, 1964

Oct. 6, 1964

Feb. 17, 1965

Mar. 2, 1965

Sept. 10, 1965

Time

1900

1515

1145

2000

1000

1015

Discharge

5,030

6,100

* 20,100

6,520

7,050

6,960

Gage

height

10.67

11.40

18.82

11.35

11.79

11.72

ual minimum discharge years 1961-65

Water year

1961 

1962 

1963

Date

Dec. 3, 1960 

Sept. 28-30, 196Z 

June 5, 1963

Discharge

56 

a 44

Oage height

:

Water year

1964 

1965

Date

Several days 

Sept. 22, 1965

Discharge

a 29 

49

Gage height

b 99 

c 1.44

a Minimum daily.

b Occurred June 23, 1964.

c Occurred Nov. 19, 1964.

1944-65: Maximum discharge, 20,900 efs Apr. 29, 1962; maximum gage height, 28.64 ft May 19, 

1953, present datum (prior to channel dredging August 1961); minimum daily discharge, 29 cfs 

Oct. 29 to Nov. 3, 1963.

Remarks. Records good except those for periods of no gage-height record and those for period of 

indefinite stage-discharge relation, whioh are poor. Since 1957, entire flow from 46 sq mi 

diverted from basin. Records of chemical analyses are published in reports of the Geological 

Survey.

DAILY MEAH SAGE HEIOHT, IN FEET, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

KEN

OCT.

4.89

4.69

4.62

4.59

4.58

4.67

6.58

6.34

5.24

4.87

4.72

4.66

4.63

4.60

4.59

4.57

4.56

4.55

4.77

4.67

4.58

4.57

4.54

4.54

4.53

4.53

4.56

4.5E

4.52

4.55 

7.19

7.19

4.52

NOV.

11.60

7.93

5.92

5.38

5.15

5.01

4.89

4.85

4.83

4.81

4.77

4.75

4.75

4.74

4.73

4.72

4.72

4.74

4.78

4.80

4.79

4.77

4.76

4.98

5.47

5.09

4.97

4.84

4.76

4.68

11.60

4.68

DEC.

4.67

4.66

4.65

4.66

4.70

4.70

4.69

4.68

4.70

4.82

5.67

6.47

5.87

5.30

5.76

6.03

5.99

5.44

5.18

5.11

5.37

5.82

5.38

5.15

5.08

5.02

4.97

4.94

5.36

7.37

9.75

4.65

JAN.

16.03

14.89

9.31

6.93

6.26

5.90

E.79

13.76

18.56

17.84

11.75

7.75

9.12

15.00

12.90

8.59

7.27

_

_

-

_

5.80

5.85

13.30

17.97

17.36

11.80

8.44

7.52

18.56

5.80

FEB.

6.54

6.37

7.47

7.97

6.87

6.57

8.62

8.57

7.44

6.61

6.17

5.92

5.74

5.70

5.60

5.48

7.40

19.66

21.74

21.07

19.62

19.02

16.76

13.12

17.87

18.92

12.23

8.77

 

21.74

5.48

MAR.

_

-

_

-

-

_

_

10.94

11.26

7.96

6.91

6.51

6.31

6.17

6.07

5.93

11.66

21.04

23.43

20.87

15.56

10.67

8.67

7.86

7.38

7.06

9.63

16.25

14.97

15.49

16.84

23.43

5.93

APR.

16.75

11.58

8.15

6.96

7.89

7.51

9.92

10.98

10.37

9.25

8.02

7.52

7.42

7.05

6.65

6.25

5.92

5.79

5.69

5.57

5.46

5.37

E.28

5.18

5.15

5.88

9 .09

6.37

5.47

5.17

16.75

5.15

MAY

5.08

5.47

6.77

5.72

5.18

5.12

5.04

5.10

5.87

5.49

5.17

4.99

4.88

4.82

6.20

11.17

7.07

5.62

5.09

5.00

4.89

_

-

_

-

-

-

-

-

-

11.17

JUNE

-

-

-

-

-

_

4.85

4.85

4.79

4.86

5.16

5.13

5.22

5.68

5.51

5.95

5.21

5.03

4.97

6.07

5.93

5.51

5.08

4.88

4.92

6.11

5.45

5.35

5.11

4.81

6.11

JULY

4.71

5.29

6.28

7.27

5.78

5.10

4.85

4.75

4.78

4.85

9.28

9.31

7.75

6.03

5.27

5.84

8.70

6.48

5.64

5.80

5.04

4.87

4.89

4.71

4.87

5.16

6.66

6.22

5.22

6.50 

8.04

9.31

4.71

AUG.

6.22

5.00

4.66

6.28

4.98

4.36

4.97

5.08

4.40

3.97

3.78

3.63

3.61

3.61

3.48

4.07

4.45

3.96

3.58

3.56

3.30

3.17

3.27

3.98

4.69

3.28

3.00

2.93

2.83

2.66

6.28

SEPT.

-

-

-

-

-

_

-

-

-

2.63

3.19

4.85

3.14

4.50

4.03

-

-

-

-

-

_

_

-

_

-

-

-

-

-

-

4.85
MISSISSIPPI RIVER DELTA

7-3780. Comite River near Comlte, La.--Continued

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAH OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4

5

6

7

8

9

10

11

12 

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

 29 

30

31

MAX

MIN

OCT.

.

NOV.

_

_

_

_

-

_

_

_

-

.

-

4.51

6.08

4.57

-

_

_

-

_

_

-

-

-

_

_

-.11

e.os

DEC.

_

_

_

_

-

_

_

_

-

3.48

3.83 

3.64

3.11

4.90

6.97

7.00

9.01

8.17

4.92

_

_

-

~

-

_

.37

-

~

9.01

JAN.

_

_

_

_

3.81

6.76

5.38

2.68

-

.

-

_

3.01

3.83

3.11

2.45

4:17

5.48

4.29

-

_

-

-

_

5.15

6.01

5.01

6.76

FEB.

_

_

_

_

-

_

_

_

_

-

.

-

_

-

_

-

-

-

.16

_

-

-

_

-

_

_

-

-

MAR.

_

_

_

_

-

_

_

_

_

-

_

-

.06

-

_

-

-

-

-

_

_

-

-

-

_

_

-

-

APH.

-

.97

.34

.09

-.01

4.75

8.38

7.01

2.56

1.58

1.15

1.67 

3.29

2.51

1.13

.70

.55

.39

.37

.29

.21

.19

-

-

'

.

-

10.44

12 

'

03

15.23

MAY

4.85

2.96

2.22

1.94

1.76

1.64

1.56

_

-

.

-

_

-

-

-

-

_

-

1.07

-

-

-

-

_

-

-

4.85

JUNE

3.15

2.30

1.32

.97

.85

.79

'.68

.69

1.53

1.49

2.00 

1.27

.83

1.29

1.17

.98

1.67

2.05

2.68

1.88

1.02

.73

.88

.96

.88

.68

.64

silo

3.15

.68

JULY

3.23

^

_

-

.

_

_

_

.30

_

-

-

_

-

-

-

-

_

-

-

_

-

.

-

-

_

AUG.

_

_

_

_

-

_

.16

_

_

-

_

-

-

-

-

-

-

-

-

.

_

-

-

-

_

-

.50

'47

!35

_

SEPT.

.18

.13

.10

.10

.54

.84

1.00

.61

.50

.38

.56

.31 

.15

.08

.09

.46

.31

.15

.08

.03

.01

.01

0

-.01

-.02

-.02

-.02

-.03

-.03 

-.03

1.00

-.03

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX 

MIN

OCT.

5.25

4.92

3.99

3.40

3.16

3.08

3.06

3.06

3.05

3.03

2.98

2.98

2.96

2.96

2.95

2.95

2.99

3.08

3.10

3.03

3.02

3.02

3.02

3.04

2.97

2.94

2.95

2.94

2.94

2.94 

2.93

5.25 

2.93

NOV.

2.93

2.92

2.93

2.93

2.94

2.94

2.95

2.96

2.95

2.93

2.94

2.94

2.92

2.92

2.94

2.95

2.95

2.93

2.96

3.02

3.00

3.00

3.01

2.99

2.96

2.95

2.95

2.95

2.95

2.95

3.02 

2.92

DEC.

2.95

2.95

2.96

2.97

2.94

2.94

2.95

2.95

2.95

2.95

2.95

2.94

2.95

2.95

2.96

2.99

2.99

3.00

3.00

5.00

3.00

3.09

3.07

3.07

3.04

3.00

3.00

3.10

4.68

4.12 

3.78

4.68 

2.94

JAN.

3.36

3.20

3.14

3.09

3.08

3.07

3.07

3.09

3.09

3.08

3.57

4.85

4.67

3.71

3.39

3.28

3.26

4.30

5.86

6.53

7.85

6.40

4.20

3.62

3.40

3.25

3.21

3.11

3.05

3.00 

2.95

7.85 

3.07

FEB.

2.95

2.95

2.86

2.90

2.92

2.86

2.82

2.80

2.78

2.76

3.00

3.37

3.14

2.99

2.85

2.78

2.75

3.27

5.70

5.03

3.86

3.39

3.14

5.36

6.66

4.66

3.72

3.35

______

 

6.66 

2.75

MAH.

3.15

3.03

2.96

2.92

2.85

2.87

2.90

2.85

2.80

2.76

2.78

2.75

2.75

2.74

2.70

2.70

2.75

2.68

2.65

2.61

3.05

3.09

2.77

2.66

2.63

2.59

3.09

3.55

2.95

2.75 

2.65

3.55 

2.59

APH.

2.60

2.55

2.52

2.50

2.46

2.49

2.46

_

_

-

_

_

_

_

-

_

_

_

-

_

_

_

_

-

_

-

-

_

-

2.60

MAY

_

_

_

_

-

2.25

_

_

_

-

_

_

_

_

-

_

_

_

-

_

_

_

_

-

_

-

-

_

-

-

JUNE

_

_

_

_

2.30

_

-

_

_

-

_

_

_

_

-

_

3.66

2.92

2.78

2 . 50

2^49

2.45

2.44

2.50

2.56

-

-

2 .50

2.50

3.66

JULY

_

2.8C

2.48

2.50

_

_

_

_

-

_

_

5.21

3.70

2.76

2.50

_

_

-

_

2.27

2.41

2.36

3.30

3.30

2.73

2.57

2.55

siei

5.2L

AUG.

2.85

3.74

2.65

2.46

2.35

2.26

2.25

2.22

4.92

4.06

2.93

2.52

2.35

2.33

2.32

2.30

2.25

2.22

2.18

2.16

2.16

2.18

2.23

2.22

2.37

2.43

2.30

2.20

2.16 

2.25

4.92 

2.16

SEPT.

2.5G

2.28

2.16

2.13

2.11

2.10

2.08

2.08

2.06

2.05

2.04

2.04

2.04

2.07

2.12

2.15

2.25

2.20

2.15

2.10

2.07

2.05

2.03

2.02

2 .01

2.01

2.02

2.09

2.12

2.07

2.50 

2.01
MISSISSIPPI RIVER DELTA

7-3780. Comite River near Comite, La. Continued

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

as

as

27

28

29 

30

31

MAX

KEN

OCT.

2.07

2.05

2.03

2.02

2.02

2.02

2,01

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

1.99

1.98

1.97

1.97

1.97

1.97

1.97

1.97

1.98

1.98

1.97

1.97

1.98

1.96

2.07

1.96

NOV. DEC.

_

-

-

-

-

.

-

-

2.13

2.14

2.20

2.25

4.06

5.28

4.30

3.93

3.02

2.66

2.49

2.48

4.94

4.07

3.45

2.97

2.75

2.58

2.46

2.40

2.37

2.32

L. ...8

5.28

JAN.

2.28

2 .28

2.28

2.40

2.98

6.36

7.53

5 .24

6.12

6.7U

5.00

4.30

3.74

3.34

2.92

4.07

6.84

6.77

5.03

3.46

2.97

2.75

2.70

2.64

3.15

4.10

3.16

2.68

2.46

2.33

2.27

7.53

2.27

FEB.

2.21

2.22

£.17

2.12

3.30

3.84

3. £9

2.69

2.39

2.24

2.14

2.09

2.05

2 .03

2.06

2.08

2.57

8.29

6.64

4.10

3.06

2.69

2. SO

2.43

6.98

b.71

4.30

3.30

2.93

8.29

2.C3

MAR.

3.10

11.85

15.63

16.01

8.75

£.55

4.25

5.73

3.44

3.18

2.99

2.83

2.70

4.08

10.28

10.83

8.14

4.05

5.38

8.27

5.96

3.65

2.9U

2.60

2.45

2.35

2! 31

2.23

2.08

1 95

1 .85

16.01

1.85

APR.

1.80

1.76

1.72

1.70

1.70

2.32

5.00

6.42

5.15

2.91

2.37

2.11

1 .99

2.24

3.49

2.40

2.01

2.95

5.50

5.39

3.43

2.35

2.02

1.U3

1.78

4.34

10.26

9.45

4.96

o . aU

10.26

1.70

MAY

2.83

5.43

4.46

3.15

2.38

2.08

-

-

-

.

-

_

_

_

_.

_

_

-

_

_

_

_

-

_

_

_

-

5.43

JUNE

_

_

-

-

-

_

-

1.11

1.11

1.09

1.10

1.10

1.14

1.21

1.21

1.11

l.OU

1.07

1.Q4

1.03

1.02

1.02

1 .05

1.55

1 .58

1.36

1.40

1.73

1.39

1.44

1.73

1.02

JULY

1.91

1.79

6.76

11.18

7.95

3.62

2.61

2.21

1.98

1.85

1.79

1.81

3.23

2.45

1.99

1.76

2.10

1.82

1.82

1.80

1.57

1.42

1.39

1.44

2.20

4.54

3.13

3.12

3.U7

5.36

3.05

11.18

1.39

AUG.

2.11

1.80

1.84

1.64

1.56

1.51

1.48

1.62

1.97

2.01

1.95

1.64

1 .50

1.54

1.52

1.91

1.70

2 .02

3.71

2.47

2.02

l!76

1.64

1.58

1.57

1.53

1.51

1.51

1.47

litS

3.71

1.43

SEPT.

1.42

1.41

1.40

1.40

1.42

1.61

1.68

1.54

1.54

1.53

1.47

1.44

1.42

1.42

1.41

1.41

1.49

1.69

1.69

1.73

1.56

1 .49

1.46

1.44

1.4;

1.42

1.43

1.50

1.51

1.50

1.73

1.40

. No gage-height record Oct. 30 to Dec.

GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

32

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

1.53

1.52

2.01

13.53

17.44

18.17

12.12

6.97

4.14

3.11

2.65

2.44

2.34

2.30

-

.

_

_

_

-

_

_

1.93

1.70

1.70

1.69

1.66

1.65

1.65

1.61

18.17

1.52

NOT.

1.58

1.54

1.52

1.53

1.52

1.52

1.53

1.52

1.55

1.54

1.51

1.50

1.49

1.49

1.48

1.48

1.46

1.46

1.80

2.27

2.01

1.88

1.66

2.47

4.01

2.96

2.34

5.86

8.79

6.31

8.79

1.46

DEC.

3.82

2.85

2.63

4.70

6.22

5.12

3.42

2.99

2.78

2.66

4.69

7.95

6.32

4.57

3.54

3.25

3.06

4.78

5.50

4.25

3.59

3.37

3.25

3.14

3.10

3.02

2.91

2.80

2.73

2.68

7.95

2.63

JAN.

2.63

2.61

2.92

3.06

2.81

2.72

2.66

2.64

2.67

3.05

2.92

2.81

2.69

E.66

2.62

2.60

2.58

2.57

2.56

2.55

2.55

3.24

6.33

5.47

3.93

3.32

3.07

2.93

2.83

2.76

2.71

6.33

2.55

FEB.

2.68

2.64

2.61

2.59

2.58

2.70

2.75

2.69

2.99

3.10

3.26

6.26

6.59

4.61

3.65

4.53

10.71

9.86

7.14

4.57

3.75

3.49

3.34

3.54

4.16

3.98

3.39

3.26

- _

 

10.71

2.58

MAR.

7.77

11.36

9.07

6.40

4.31

3.92

3.74

3.62

3.51

3.46

3.43

3.41

3.42

3.40

3.38

3.36

3.36

3.38

3.48

3.47

3.38

3.34

3.31

3.28

3.27

3.25

3.41

3.68

3.36

3.66 

4.60

11.36

3.25

APR.

3.98

3.58

3.38

3.28

3.23

3.19

3.16

3.14

3.12

3.09

3.08

3.07

3.07

3.06

3.07

3.06

3.05

3.05

3.09

4.15

3.38

3.22

3.13

3.10

3.07

3.05

3.04

3.02

3.34

3.12

4.15

3.02

MAY

3.04

3.01

3.00

3.00

2.97

2.96

2.95

2.94

2.93

2.93

2.93

2.92

2.92

2.93

2.92

2.92

2.92

2.92

2.91

2.95

3.00

3.03

3.14

3.17

3.21

3.08

3.01

3.00

4.03

3.48 

3.13

4.03

2.91

JUNE

3.04

2.99

2.96

2.95

2.93

2.92

2.92

3.63

3.13

3.01

2.94

2.91

2.91

2.89

2.88

2.91

3.28

3.20

2.98

2.90

2.88

2.87

2.86

2.84

2.85

2.89

2.88

2.93

3.02

2.98

3.63

2.84

JULY

2.96

2.92

2.86

2.85

2.85

2.86

2.91

2.89

2.86

3.00

2.91

2.98

3.92

3.25

3.06

2.96

3.15

2.98

2.93

3.13

3.55

3.12

3.03

2.95

3.13

2.94

2.87

2.89

3.06

3.91 

3.34

3.92

2.85

AUG.

3.15

3.00

E.90

2.86

2.90

2.84

2.86

2.86

2.82

3.13

3.58

3.74

5.11

3.74

3.29

3.11

3.02

2.95

3.21

3.08

3.57

4.21

3.62

3.30

3.57

3.18

3.13

3.17

4.00

3,96

3,24

5.11

2.82

SEPT.

3.03

2.94

S.10

3.02

4.09

3.70

3.10

2.94

3.71

11.02

8.92

6.09

4.59

3.61

3.10

2.87

2.78

2.75

2.74

2.76

2.74

2.73

2.75

3.33

3.14

2.90

2.81

2.75

2.73

2.72

11.02

2.72
MISSISSIPPI RIVER DELTA

7-3780. Comite River near Comlte, La.--Continued

DISCHARGE. IM CUBlL FbtT PEk SECJflD, *ATtJ YfAP CCTOBEK ISo.j Tu SEPTEMBER ! c

CAY

1 

3

5

7

9

1G

11 

12

16

18

iO 

21

23 

24

26 

27

28

2i

30 

31

MAX 

MIN 

CFSM

s;

S>2

27o

ta

60

59

53

5a

53 

5 J 

57

467

57 

.32

;,3-j 

Io3

71

61

52

78

i5 

77

68

58 

.46

56

55

142

122

117

d5

83

i,:4c

5o 

.51

2.S4'

161

516

J5C

154

3, 720

3,240

l.^ac

^7o

4.25

234

524

11J

5,63 j

2, COO

4,17j 

1,313

6.53

; E -

ii?U

lt

8 . 1 20

506

'74

5Bft

. 231

3,2bC

835 

1.21C

255

J S<i

126

224 

735

1.S4

115

Hi

HP

lt2PC

173

100

l'-0

113 

110

-;5

P5

178 

.63

61

QR

237

5 ft

211

86

213 

135

103

118 

.41

75

77

J?7 

SBf"

2s2

1 = 3

87

140 

3H

13" 

546

24^ 

.B5

25i

215 

225

15 

05

50

4C

10

150

140 

120 

lie 

1 ?Q

90

143

SO 

.50

85 

85

100

l?r 

100

200 

3,cro

2, COr, 

500

150

110

100

95

9*

2P0 

400

433

85 

1.52

CAL YR I960: TOTAL 3&.C07 4,5CO MIN 5C

 Sbage-dlsoharge relation indefinite Aug. 5 to Sept. 30.

DISCHARGE, IN CUBIC FEfcT PER SECOND, tvATEP YFAR CCT06ER 1« 1 TO SEPTEMBER 1962

2 

3

5 

6

B

12 

13

15

16 

17 

18

20 

21

23

25

28

29 

3C

31

MEAN

MAX 

MIN 

CFSM 

IN.

150 

ICO

75

7?

65

65

05

70

.27 

.31

70

BO

75

SO

2,3«0

30L600

2.C2

2.25

DEC.

lot

11

2,210

!>,JSL

43&

sec

15t

5.t5

250

frOC

250

3,tCO

tf G

::

70 C

t.'ia

7.56

4CO

175

150

125

250

5CC

.77

.60

MAR.

150

ICO

ICO

20(j

250

If 0

55

2C-;

.49

APR.

259

3,690

382

266 

172

108

60

60

S,090

6.25 

t.J7

MAY

71S

2i-0 

180

140

120 

110

100

90

so

70 

70

Tj 

70 

7C

600

.91

JUNE

490

143 

U6

388

165 

238

217 

186

3C8

189 

153

178 

169 

133

_ 7 I788

. C 8 

1.C9

JULY

6CC

111

10" 

iOC

100

100

95

90 

9C 

S5

85

35 

85

85 

85 

80

130

822en*

.51

AUG.

90

80

60 

60

60

60 

65

65 

70 

70

100

280 

300

70

90 

150 

117

111

95

300 

60 

.34 

.40

SEPT.

60

169 

238

IBS 

16?

124

76

79

153 

124

85

60

60

60

57

57 

57 

53

53

3,031

280 

53 

.36 

.4fl
MISSISSIPPI RIVER DELTA 

7-3780. Comlte River near Coralte, La.--Continued

1

2 

4

6

8

1C

12

14 

15

16

19 

20

21 

22

24

26

28

29

31

TOTAL

MEAN

MIN 

CFSM

IN.

808 

661 

288 

135

72

70

67

62

60

59

59

66

68

58

57

3,700 

119

57

DISCHAf

57

57 

57

58

60

57

56

56

58

59

64

1,776 

59.2

56

59

fit 

61

53

58

6C

03

64

93.6

58

lit 

74

71

It

72

67C

205 

132

lie

2,180

125

356

71

117

lit

lu 3

2C2

III

Ki

_«

2M

?94

1 "4

155

lit

ICb

n

1C3

1.1

1 Z

111.

150

183

117

"

81

47

4H

47

47 

47

5S.5

47

49

7S

50

7C

5C

45 

53.3

45

45

B r

45 

45

66

73 

60

65.9

44

 

n.

<-

*"

7r

111

56

191 

106

128

56

5?

4C4

65 

64

5f

81 

68

112

54

7' 

57

54

48

51

56

59

51

45 

46

54.7

45

.19

DISCHARGE, IN CUBIC FEET PFR SECOND, WATER YEAR OCTOBER 1<«>3 TO SEPTEMBER 1964

1

2

4 

5

6

8 

9

11

13

14

17 

18

20 

21

23 

24

25

26 

27 

28

31

TOTAL

MAX 

MIN

IN.

36

35

33 

33

33

33 

33

31

3u

30

30 

3L

31 

30

29

999

29

.13

6D

45 

37

35

35 

35

33

33

35

200

150

 

2,342

29

.31

S<-

45

52

 »33 

848

146 

10C

30

2^C

91

60

5,305

45

.65

140

1,230

746

2B8 

ZCO

1,570

1,550

Z24

104

390

50

15,571

59

2.04

71

38 

36

155 

2,560

706

263

1,640

______

12,101

36

1.7C

522

335 

817

2,640 

655

2,533

385

255

157

62,411

157

8. 17

l.CfcO

ISi 

238

186 

432

1,120

138

035

4,500

41 6

21,382

131

2.80

448

201

13J

170

36

80

72

64

80 

r6

64

5,733

60

.75

5S 

 ^4

51

48 

47

43

43

61 

67

1.S59

42

.25

5,770 

578

227 

181

2C6 

152

125

65

854 

442

424

16,95"

65

2.48

131

104 

66

103 

164

115 

130

268 

168

92

80

7?

66

68

56

4,018

56

.53

52

51

89

It 

74

67 

102

109 

60

60 

58

56

54

56 

66

2,032

51

.27

13.0CO HIM 29 CFSM 1.46 IN 20.12
972 MISSISSIPPI RIVER DELTA 

7-3780. Comite River near Comite, La.--Continued

I

9

11

n

15

1:, 

17

n 

2.

2l

2?

2t

2t

26 

2J

3.

31

TOTAL

Mm

IN.

7^

It, 10 .

lb,3 u j

1.23J 

 »7u

2lu

171

15_

If8 

141

115 12"

ua

-7

tt

 -:2

h5

d,

7.12

gbl 

S ^

UC

s u

77

7ft

112

Ih2

2^2

ItSHO 

t.35_

73

1.2L

21-, 

1 t J7C

Z3?

a:?

Ztfalu 

!,-.?(_

281

ibl

125

lit

114

1.95

113

112

lit

lie

KB

S65

J35

120

54

.84

118

113 

151

I,4rf3

2VS

337

 

100

2.97

312

211

178

143 

IE1

l"-0

123 

116

i:e

560

lin

?.68

OB

as

76

76

B6 

8£

13C

.44

64

62 

61

61

61 

bl

94

354

R6

.33

JUNE

61

223

B6

60

5B 

60

SB

56

61 

71

.28

JULY

57

58 

57

3!s

74 

64

61

1«3 

84

63

5* 

76

128

.36

AUG.

55

57 

54

7°0

US 

82

102 

199

12G

°4 

344

108

.64

SEPT.

ac

2A2

6?

354

1.3CO 

556

80 

57

51 

51

130

52 

52

6,170

1.88
MISSISSIPPI RIVER DELTA g7-3785. Amite River near Denham Springs, La.

Location. Lat 30°27'50", long 90°59'25", in lot 2, T.7 S. , R.2 E., St. Helena meridian, on left 

bank between two adjacent bridges on U.S. Highway 190, 1,000 ft downstream from Comite River, 

2 miles southwest of town of Denham Springs, and 15 miles east of Baton Rouge.

Drainage area. 1,280 sq mi, revised (see Remarks), 

Records available. September 1938 to September 1965.

Gage. Water-stage recorder. Datum of gage is 3.87 ft above mean sea le.vel, datum of 1929, 

supplementary adjustment of 1941. Prior to Aug. 8, 1939, wire-weight gage Aug. 8, 1939, to 

Sept. 30, 1945, water-stage recorder, and Oct. 1, 1945, to Dec. 23, 1952, staff gage, at present 

site and datum. Auxiliary water-stage recorder 3 miles downstream at datum 3.12 ft above mean 

sea level (Corps of Engineers bench mark).

Average discharge. 27 years, 1,886 cfs.

Extremes.--Maximums and minimums (discharge, in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (10,000 cfs), water years 1961-65

Date

Jan. 11, 1961

Jan. 28, 1961

Feb. 20, 1961

Mar. 20, 1961

Mar. 31, 1961

Nov. 16, 1961

Dec. 19, 1961

Time

0600

0100

0500

0400

2100

1630

0700

Discharge

10,700

10,900

23,400

* 49,100

25,500

12,400

29,000

Gage 

height

20.99

21.14

25.56

30.60

26.08

21.84

26.87

Date

Jan. 7, 1962

Apr. 8, 1962

Apr. 29, 1962

Jan. 22, 1963

Mar. 4, 1964

Mar. 17, 1964

Time

1000

0600

2330

1300

1900

1000

Discharge

15,400

20 , 500

* 49,700

* 5,150

* 40,500

15,200

Gage 

height

23.14

24.76

30.68

17.04

28.54

22.90

Date

Apr. 29, 1964

July 7, 1964

Oct. 7, 1964

Feb. 18, 1965

Mar. 3, 1965

Time

0600

0600

0930

1900

1300

Discharge

13,600

13,600

* 49,900

15,200

18,300

Gage 

height

22.30

22.30

30.15

22.90

23.85

Annual minimum disoharge, water years 1961-65

Waber year

1961 

1962 

1963

Date

Oct. 24, 25, 1960 

Sept. 30, 1962 

Sept. 26, 1963

Discharge

a 380 

415 

a 310

Oage height || Water year

1964 

6.02 1965

Date

Several days 

Oct. 1, 2, 3, 1964

Discharge

a 275 

382

Oage height

1

a Minimum daily.

1938-65: Maximum discharge, 67,000 cfs May 20, 1953; maximum gage height, 32.46 ft May 20, 

1953; minimum daily discharge, 271 efs Oct. 17, 18, 1956; minimum gage height, 4.56 ft Nov. 18, 

1938.

Maximum stage known, 35.4 ft Mar. 15, 1921, from floodmark.

emarks. Records good except those for period of no gage-height record, which, are fair. Since 1957, 

entire flow from 46 sq mi diverted from basin.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2

4

5

7

12

15

It 

17

27

2<

MEAN 

MAX 

MIN 

CFSM 

IN.

45G

39 J 

4CC

4QC

40 G 

400

3«0 

.34 

.39

1,820

665

410

44C

.45 

.50

43C

740

o6!>

.45 

.5<_

2,550

5,020

3,340

3.20 

3.69

1,560

810

 

5.20 

5.41

4.450

1,280

8,220

5.44 

6.27

21,400

1,880

800

800 

2.85 

3.18

640

1,020

800

640

615 

.68 

.73

570

650

898

920

1,400

.68 

.76

700

,OCO 

,700

SCO

740 

690

665

1.54O 

920 

1,060

.79 

.91

1,220 

860

700

618 

880

775

655 

605

703 

1,450

568 

555 

542

.69 

.79

618 

605

760 

618

1,290 

5,930

8,600 

4,050

698 

792

745 

730

642 

630

618

810 

1,360 

1.080

1.45 

1.61

MEAN 1,114 MAX 9,620 MIN 380

Note. Discharge for Oct. 1 to Dec. 30, Feb. 17-19, Feb. 28 to Mar. 18, Mar. 23-30, Apr. 3 to June 3, June 16 

to July 4, July 21 to Aug. 9 based on auxiliary gage.
MISSISSIPPI RIVER DELTA

7-3785. Amite River near Denham Springs, La.--Continued

DISCHARGE, {N CUBIC FEET PER SECONU, WATER YEAR OCTOBER 1S61 TO SEPTEMBER

1

3 

4 

5

7

8

10 

12

14 

15

16

i<>

21 

22

2£

23

MEAN 

MAX 

M]N

IN.

618 

605

6U5

48:

48L

845

6i£>

613

355

u«i-;j

2.17

685

2,i,lG

».,«

6. 4b

14, KC

4." 870

14.9^o

4-f 3

1,31.0

1,050

_____

3.24J

I.u2

MAR.

<51t

84j

710

1,35^

.78

15, CSC'

4,16C 

2,310

4U, -CC

4C,«'

4.51

1,260

1.50

9SO

l.zsr

1.7BU

1,180

2,M2<

1.3(1

685

S f n

52C

54"

I.SJL

 "

610

SCO

430

73«

1.7JU

.5fi

b8L 

585

76C

565

610

505

415

7f.O

.5^

M]N

IN.

June

1

2 

3

5

7

12

1C

2i

22

2,

it)

2'i

TOTAL 

MEAN

KIN 

CFSK

bl b

,6.

47'

475

415

1?I 55o

415

2.17

(JISCHA

41b

415 

415

41.2

420

430 

431

 »17

?-'3

6. 4b

,Gb, I < 0

+ 3. 

43t

445

.«,

5J5

15 *b?9

41

4-f 3

J31C 1-fcET

«1

i, t ^

1,73.

-75

'35

L _b

*l'=S7

ull

1EAN b>35

I.u2

8' ij

^,54:

3,66,

1 , *-4 1

l.lv.

rtAX

.78

4u,^L J

JD, ViATtF

1,1; o

71 I

7iF

i.otc

83' 

71b

66 ^

!"

S.l'.L' »

4.51

><IN 4l c

530

47^

46r

475

.40

IN 31L

1.50

CfSM

JBEO 1- D ?

43 J 

430

3,,

5rO

3. 1C 

37.

35C

.33

CFSF

1.3(1

1.83 IN

ru SFPTE

3° I

5e,5

55t! 

52."

550

13,56^

.35

.52 IN

.55

24.84

M3 ER 1,6,

83;.

410 

47P

Sl'i 

7f "

54G 

515

5.-.1

18,45";

.47

7.ir

.56

1.4BO 

668

40?

378

-.75 

4or

43" 

430

3^0

It, 456

.41

.5"

47^ 

43^

32B

415 

46C

3,C

3?C 

32":

310

37C 

33^

331- 

331

11..336

368

Rote. Ho gage-height rd Sept. 17-30.
MIS3ISSIPPI RIVER DELTA 

7-3785. Amite River near Denham Springs, La .--C

Note.--No gage-height record Oct.

j 

5

7

9 

U

11 

12

15 

17

l<,

21 

22

2v 

31

MAX

KIN 

IN.

11,40^

1 , 3 S ' 

1,240

l.OZi.

8-5 

B55

59!

47.5Co

U1SCHA

815

1 '«^

758 1,950 532

4C S

Tc Q- =

i-se

71 «;

8^S

"2

e"""

5,12r

5,lSi

2. "If

1.47C

-^e

"iSC

1. ^4C 

67C

<tO,4J7 

7,980

'05 405 

. C 7 1.17

CftL /R 1964: TOTAL 537,973 MEAN 2.563 MAX 47,500 MIN 33C CFSM 2.0C IN Z7.2 e
MISSISSIPPI RIVER DELTA

7-3790. Ward Creek at Government Street, at Baton Rouge, La. 

(Formerly published as Ward Creek at Capitol Heights Avenue, at Baton Rouge)

Location. Lat 30°26'40", long 91°08'35", in lot 81, T.7 S., R.I E., St. Helena meridian, on downstream end of culvert on U.S. Highway 61 at Government Street in Baton Rouge, 6f miles upstream

from Dawson Creek. 

Drainage area. 4.04 sq mi.

Records available. --March 1954 to September 1965. March 1954 to September 1959 pub 

Government Street" and October 1959 to September 1963 published as "at Capitol H

blished as "at 

eights Avenue,

Average discharge. 11 years, 9.89 cfs.

Extremes. Maximums and minimums (discharge in pubic feet per second, gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (60O cfs) water years 1961-65

Date

Feb. 17, 1961

Feb. 20, 1961

Sept. 10, 1961

Sept. 11, 1961

Sept. 13, 1961

Nov. 13, 1961

Dec. 10, 1961

Dec. 10, 1961

Dec. 15, 1961

Dec. 17, 1961

Time

1945

1945

1130

O9OO

1630

1030

O40O

2230

O300

1300

Discharge

860

631

740

72O

* 1,040

64O

660

6 SO

660

92 O

Gage

height

a 8.84

7.56

7.50

7.35

8.65

6.99

7.O9

7.24

7.10

8.18

Date

Jan. 5, 1962

Apr, 6, 1962

Apr, 28, 1962

June 11, 1962

Sept. 5, 1962

Oct. 1, 1962

July 23, 1963

Mar. 2, 1964

Mar. 19, 1964

Time

08OO

05OO

OO45

1845

2030

_

-

083O

0915

Discharge

865

865

* 2,030

602

620

* 720

-

91O

910

Gage

height

7.98

7.97

11.14

6.84

6.88

b 7.4O

-

9.05

9.O4

Date

Apr. 26, 1964

May 2, 1964

July 13, 1964

Oct. 4, 1964

Nov. 28, 1964

Feb. 16, 1965

Mar. 1, 1965

Aug. 18, 1965

Sept. 10, 1965

Time

21OO

0030

OO30

O33O

0515

1945

0615

1730

O43O

Discharge

1,03O

660

* 1,290

* 1,69O

686

742

1,140

1,20O

1,580

Gage

height

9.39

8.05

1O.27

11.43

7.78

8.O6

9.75

9.95

11.12

Annual minimum discharge, water years 1961-65

Water year

1961 

1962 

1963

Date

Several days 

Dec. 5-7/23, 1962

Discharge

a O.4O 

a .40 

a .40

Gage height

b 1.11

Water year

1964 

1965

Date

Sept.SO, 1964 

July 19, 1965

Discharge

l.O 

l.O

Gage height

c 2.55

a Minimum dally.

b Occurred Aug. 20, 1961.

c Occurred Nov. 2, 1964.

1954-65; Maximum discharge, 2,030 cfs Apr. 28, 1962; maximum gage height, 13.62 ft May 3, 1954, 

present datum; minimum discharge, 0.2 "fs June 6, 1954, Oct. 31, 1955, May 8, 12, 15, 1960.

Remarks.--Records good except those for water years 1962-63, and those for periods of no gage-height 

record, which are poor. Low flow maintained by sewage effluent from Baton Rouge.

Revisions. WSP 1711: Drainage area.

DISCHARGE. IN CUBIC FEET PER S'ECOND, HATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24 

25

26

27

28

29

30 

31

TOTAL

MEAN

MAX

HIN

CFSM

IN.

OCT.

8.6

10

9.7 

12

42

1.7

1.2

1.2

.40

.60

7.1

7.1

7.1

6.2

.60

.50

.70

l.C

28

2.1

1.7

1.5

1.2

2.4 

2.6

9.4

2.6

.30

1.2

5.9 

3.5

180.60

5,83

42

.40

1.44

L 1.66

NOV.

2.1

2.4

2.4

3.0

2.4

2. B

3.0

4.1

4.6

5.0

5.0

5.0

5.7

6.2

6.4

14

11

4.1

3.2

4.6

13

6.2

4.8 

5.7

5.9

6.'

2.8

.80

.70

145.90

4.8b

14

.70

1.20

1.34

.70

.7C

1.2

1.2

2.1

1.5

6.1

1.9

24

1.7

.60

.7C

31

4.7

1.0

.50

.50

.80

13

1.0

.60

.70

3.2

1.0 

.80

1.0

2.8

3.Z

3.7

93

205.70

6.64

93

.50

1.64

1.8<;

2.8

1.0

.70

.70

1.0

155

10

3.7

2.4

1.7

45

13

4.1

2.1

1.9

1.9

4.6

3.2

1.9

1.5

1.2

1.9

48

71 

12

4.6

7.7

4.6

3.7

3.0

416.50

L3.4

155

.60

3.33

3.83

2.6

13

5.9

1.9

19

10

4.8

3.9

2.8

2.8

2.6

3.0

3.2

4.1

3.9

193

88

148

140

141

41

9.2

90

13

5.9

6.6

9.7

 _

 

972.1

34.7

193

1.9

8.59

8.95

5.0

3.9

4.1

3.0

6.4

5.0

05

6.2

3.2

2.1

1.9

1.2

L.S

1.2

L.S

188

24

25

13

5.5

4.1

3.7

3.2

1.7

70

11

7.8

8.6

4.5

517.1

16.7

183

1.2

4.13

4.76

3.0

2.0

1.5

1.5

100

30

10

50

10

20

10

5.0

3.9

2.6

2.1

2.8

3.0

3.2

3.5

3.2

2.1

1.9

3.2

77

5.0

3.2

2.4

2.4

369.7

12.3

10C

1.3

3.05

3.40

3.2

49

5.5

4.3

2.6

1.9

51

14

2.4

1.2

1.0

.80

.60

86

3.5

1.2

.70

.80

.70

.60

.60

1.9

4.0

3.5

1.7

1.0

1.7

2.4 

2.1

256.40

3.27

86

.6C

2.05

2.36

5.5

5.2

.70

3.9

.80

1.0

1.2

2.4

1.2

1.7

2.8

12

1.7

36

8.8

.50

.80

29

25

2.1

.60

.60

.50

20

2.1

.70

.50

9.8

181.00

6.03

J6

.50

1.49

1.67

4.3

2.6

2.1

?.5

1.5

.60

1.5

.70

73

107

31

6.4

3.0

1.9

25

5.7

2.1

1.7

1.5

1.2

1.7

1.2

l.C

1.2

44

10

17

6.1 

5.0

364.50

11.8

107

.60

2.91

3.36

3.5

3.5

4.1

3.7

3.7

3.7

5.1

3.7

3.C

3.0

4.1

3.5

3.0

4.1

6.7

30

5.6

1.5

.70

1.0

\.Z

1.2

55

2.1

1.5

1.5

4. 2

3.9 

2.6

182.10

5.87

55

.70

1.45

1.6B

SEPT.

5.1

4.0

1.7 

1?

11

4.6

4.8

15

5.5

251

289

44

255

84

6.4

1.5

.40

.40

.40

.40

4.1

1.5

1.5

.50

.60 

.60

6.6

2.6

.70

2.4

1.02C.30

34.0

289

.*0

8.*2

S.39
MISSISSIPPI RIVER DELTA 

7-3790. Ward Creek at Government Street, at Baton Rouge, La.--Continued

977

DIS

DAY

3

=

6

7

a

i

lo

il

li

13

14

1')

16

17

iei21

22 

23

25

27

2S

2^

3L

TUfAL

MEAN 

MAX

CfSM

(N.

.5

'."

.b

.7

.5

.1

 <=

.C

 o

.}

.i

.5

.70

.4u

.".3 

.40

.4o

.40

,4C

3.6

.00

 u

^.O

.4*

.51

1..

.4V

 4C

.<»;

» VJ

.4C

.40

« tu

Zs4

^.7

^3

6.0

t.l 

1.7

.7C

43

5.= 

1.7

1.7 

.70

.oG

.6C

264

3.41

3.61

.dt

.ac

1.5

2. a

2

2 r,

2

1 Q

^

20

217

18

381 

20

4.6

2.6 

2.4

1.7

3.9 

2.-»

2. n

3H1

9.84

11.3

1. ,

1.9

1B1

16

14

7.1

11

7.1

5,<S

5.5

5.5

0 ^

1C

6.2

i.2

78

t.4

4.1 

4.6

8-

7.3 

3.7

5.6

3.7

181

4.83

5.57

5. 3

5.J

4.0

3.5

4.0

4.0

3.5

3.1

2.3

2.6

2.5

3. 5

12

4.0

3.0

3.5

2Q

5.U

3.5

3.0

 

_____

20

1.12

1.16

30

lu

4.C

3.0

2.o

1.9

2.3

2.4

2.1

2.6

2.4

b.2

4.7

2.H

2.4

3.0 

3.2

3.5 

3.5

3. i

2.3 

2.8

2.S

3.5

?> C3

l.BO

2.C7

2.8

6.8

14S

8.4

3.7

3.5

3.0

3.7

6B

5.0

3.5

2.8

2.6

2.4

1.7

2.1 

2.1

12

232

5G9

1C

5.7

509

8.77

5.7S

IN .4C

4.8

3.9

3.S

3.7

3.7

3.5

3.2

3.7

2.8

3.7

3.2

3.7

2. a

2. a

2.8

2.8 

2.8

2. a 

2. a

3.0

2.8 

2. B

2.6

2.4

11

.86

.99

CFSM :

3.0

18

3.2

2.8

2.8

2.3

3.7

7.3

73

11

3.2

11

4.3

3.2

4.2

3.0

3.1 

7.0

27

2. R

5.3

3.7

3.2

73

2.04

2.27

.14 IN

3.0

2.6

2.3

2.1

2.C

1.9

1.9

1.8

1.7

1.6

1.6

1.5

1.5

1.4

1.4

1.3

1.3

1.3 

1.3

2.1

5.0 

1.9

63

5.2

63

.98

1.13

42.64

.50

.80

.50

.50

.50

.50

.50

.70

.50

.5C

.5C

8.°

2.1

3.6

1.7

.60 

4.0

1.5 

13 

8.2

6.3

3.7 

15

2.6

2.9

3.05 

15

.75

.87

SEPT.

.70

2.4

92

86

1?

7.0

9.3

61

6.8

2.1

1.2

l.C

22

3.5

1.7

.60 

.50

.60 

.50 

.50

.50

.50 

.50

,5C

.5C

339.40

11.3 

92

2.80

3.12

-height record Feb. 1 to Mar. &. 

DISCHARGE, IN CUBIC FEET PER SECOND, WAfER YEAR OCTOBER 1962 TO SEPTEMBER

CAY

1

2

3

4

5

0

7

9

10

11

12

13

14

lo

17

18

19

21

23

25

26

27

28

25

MEAN

MAX

rtIN

CFSK

IN.

OCT.

103

2.8

. 3 j

.7J

.6;

.60

.50

1.9

.60

.60

.50

.6u

.00

9.C

o. G

3.2

.80

9.4

.80

.60

.70

.60

.60

.6u

.8C

l.i

5.16

ua

.50

1.28

1.47

NUV.

 ftO

.7?

.bl3

. 5U

.60

.70

.7C

.Bt,

.80

.70

l.Z

.00

1.2

1.2

1.2

.70

11

2.o

.70

.70

.00

.60

.60

 5O

.50

1.13

11

.5C

.29

.33

DEC.

 5u

.5t

11

1.0

.4C

.40

.4C

.5C

.oC

.7C

1.5

2.8

2.H

1.7

1.0

1.0

l. r

.ao

.40 

.70

. 70

.bL,

.80

71

43

1.5

5.21

71

.40

1.2?

1.4"

JAN.

1.5

1.5

1.5

1.2

4.3

1.9

2.1

2.8

2.6

43

4.3

4.3

4.6

1.7

34

17

13

31

2.8 

4.3

4.6

7.0

3.0

2.1

2.8

7.06

43

1.2

1.75

J.02

FEB.

2.1

2.6

1.2

1.7

1.5

1.2

1.7

1.7

1.2

34

5.2

2.4

1.5

1.0

.60

91

8.4

3.C

2.B 

21

68

7.1

3.9

2.U

2.1

 

 

3.B1

91

 60

2.43

2.53

MAP.

2.b

1.9

1.5

1.7

11

3.5

1.9

4.1

2.4

2.6

1.9

1.5

1.5

1. 7

l.C

1.7

1.7

1. 7

1.7 

1.9 

1.2

2.1

5.2

1.7

1.7

1.9

1.9

2.32

11

l.u

.57

.66

08

APR.

1.7

1.7

1.6

1.6

1.5

c .O

2.0

1.7

1.7

1.6

1.6

1.6

1.6

1.6

1.6

1.6

1.5

1.5

1.5 

1.5 

1.5

1.5

1.5

1.5

1.4

1.4

10

2.11

10

1.4

.52

.58

UN .4C 

UN .4C

MAY

.

.

. ,

.

f

-

f

.

.1

.1

3

3

1 

2

1 

.5 

.5

.5

\ "'

f "

4.90

30

1.1

1.21

1.40

Cf^ri 2 

CFSM 1

JUNE

 v

> 1.3

> 2.7

50 

15

6.0 

14

5.0

30

8.0

3.0

5.0

2.0

5.0

6.20

50

-

1.53

1.71

.28 IN

JULY

-s.

100 

5. f)

35

15

30

10

2.3

2.3

8.48

10?

-

2.10

2.42

17.42

AUG.

1

 o

60 

40

15

10

1"

6.36

60

-

1.57

1.81

SEPT.

< 2.1

J

.0

.0

,Q

.9 

.9

.9 

.9 

.9

.8

.7

.1

.8

.8

.8

1C8.8 

3.63

^r-

-

.9C

1.00

Hote. No gage-height record Apr. 3 to Sept. 30.
MISSISSIPPI RIVER DELTA

7-a?9G ward Creek at Government Street, at Baton Rouge, La.--Continued

UISCHAKGE, IN CUBIC FEET PER SECOND. HATER YEAR OCTOBER 1<)63 TO SEPTEMBER 1964

1

3

4

5

e

1C

12

13

14

.5

lo

17

is

19

**>

21

22

<!4

25

27

2a

3C

MAX 

MIN

IN.

1.3

llo

l.fl

1.8

i.a

1.7

1.7

1.7

1.6

1.6

1.6

1.0

l.b

1.5

1.5

1.5

1.5

1.4

1.*

1.4

1.4

1.3 

1.4

-4b

NUV.

3,C

1.9

1.8

123

1.7

1.7

1.5

l.fr

1.6

1.6

1.&

1.6

38

3.6

5b

2.4

2.2

2.0 

12

2.0

120 

1.3

3.33

1.7

5,6

;.3

2.3

1.5

3j

8(1

12

5.2

3.0

3.?

t.6

Z.3

30

9.4

1.7

1.5

1.4

2.0 

1.7

2.C

86 

1.4

2.31

1.7

1.7

3.0

1.5

122

8.6

?.2

4.5

4.2

68

5P

7.7

5.8

 3.8

4.2

5.2

6.4

2.6

2.4 

2.3

2.3

122 

1.5

3.55

2.2

1.6

20

6.0

4.0 

3.0

2.1

3.0

2.5

s. a

3.5

120

5.0

6.4

3.6

5.2

3.6

2.0

46

8.0 

3.9

 

1.4

2.60

MAP.

150

12

9.7

4.8

5.2 

5.5

2.6

1.6

85

36

5.2

4.8

3.9

156

11

5.2

3.2

8.0

4.2

2.0

2.0

2.0

1.6

7.57

APR.

1.8

l.B

l.B

15

62

ID

2.6

2.6

2.6

2.6

2.6

2.6

10

4.5

2.8

2.6

2.8

2.6

3.4

39 

6.1

3.0

1.8

3.10

MAY

3.0

2.B

2.0

2.0

1.9 

1.7

32

6.8

2.0

1.8

1.8

1.6

1.8

1.9

1.9

1.7

1.7

83

7.1

1.8

4.8

1.9

1.6

2.58

JUNE

2.3

1.8

1.7

1.9

1.8 

1.6

1.7

1.5

1.4

1.6

1.5

1.7

1.6

1.6

1.6

1.5

1.6

33

6.5

1.7

1.4

3.5

1.4

1.03

JULY

17

35

3.2

2.0

2.1 

2.1 

2.0

89

227

7.7

5.2

4.2

3.6

3.3

3.0

3.3

3.6

49

19

31

65 

11

7.1

227

2.0

6.73

AUG.

2.6

2.1

2.1

2.0

2.0 

24 

11

2.1

2.7

4.8

2.0

5.0

2.2

30

5.8

2.6

4.5

5.5

2.2

2.2

4.9 

2.4

2.3

30 

2.0

1.34

SEPT.

2.2

2.2

2.2

6.4

B.O 

3.6 

3.0

1.7

1.7

1.4

1.6

1.7

2.2

18

13

2.4

1.9

1.7

1.7

2.0

1.6

3.8 

2.8

1.3

98.7

18 

1.3

.91

CAL YR 1963: TOTAL 2.1S7.80 MEAN 6.02

--No gage-height record Oct. 1 to Nov. 7.

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3

5

6

7 

8 

9 

10

11 

12 

13

14 

15

16 

17

18 

1SI

2C

21 

22 

23 

24 

25

26 

27 

28 

29 

3G 

31

TOTAL

MEAN 

MAX 

MIN 

l,FSM

IN.

1.2 

1.3 

320 

722 

23

7.0

3.0 

2.7

2.4 

2.6 

12 

5.2 

2.6

2.4 

2.4 

2.2 

2.1 

2.1

2.2 

2.2 

2.2

2.3 

2.3

2.0 

1.8

37. C 

722 

1.2 

S. 17

1.7 

1.8 

1.8 

1.8 

l.B

2.0

1.7 

1.7

1.8 

1.8 

1.8 

1.8 

1.6

1.7

1.8 

1.3 

67 

5.0

1.3 

1.4 

72

11 

93

2.9

10,1

93 

1.3

^.49

2.3 

2.1 

16 

19 

3.5

2.6

2.4 

4.5

87 

8.6 

5.3 

4.3 

3.5

3.2 

3.5 

21

5.3

5.3 

5.3

2.6 

2.6

3, 1

a. u2

87

1.99

2.6 

6.7 

4. 8 

3.1 

2.7

2.7

18 

9.0

3.5 

3.1 

3.1 

2.9 

2.7

2.6 

2.4 

2.4

2.7

101 

39 

9.0

4.3 

3.9

3,9

6.67

2.15

3.4 

3.2

3.4 

24

12

62 

40 

12 

5.0 

4.1

UO

78 

16

5.3

5.0 

4.8 

31

5.0 

5.3

 

5.28

290 

61

4.8 

4.1

3.1 

4.5 

3.2 

3.1 

3.2

3.2 

3.9 

3.4

2.7

2.9

2.9

43 

6.1

25

4.22

5.3 

4.1

2.7 

2.7

2.3 

2.3 

2.6 

3.2 

3.2

3.2 

3.2 

3.1

5.5

3.2

2.7

2.6 

2.7

2.7

.77

2.6 

2.4

2.7

2.6

1.9 

1.9 

4.5 

1.8 

1.8

1.6 

2.3 

1.8

5.5

18

3.9

1.6 

45

1.4

1.28

1.3 

1.3

1.3 

1.2

1.3 

1.2 

1.2 

1.3 

1.2

1.3 

1.3 

1.2

1.2

38

2.9

6.4 

3.2

2.7

38

.78

3.2

2.7

23

4.1 

13

2.7 

62 

6.7 

1.5 

1.4

1.3 

1.2 

1.1

1.3

1.4

1.2

1.2 

4.5 

33 

5.2

62

1.55

l.Z 

1.4

1.4

1.3

2.3

2.6 

1.6 

13 

7.6 

2.0

1.2 

l.Z 

214 

27 

82

13 

4.1

18

25

11 

3.1 

12

214

3.87

3.1 

7.9

14

3.5 

2.4

648

34 

7.3 

5.5 

3.2 

2.4

2.2 

2.1 

2.1

2.0 

2.3

2.7

8.2

2.1

1.6

2.2 

Z.O 

2.0 

2.1

26.1 

648

6.*7 

7.22
MISSISSIPPI RIVER DELTA

7-3802.24. Black Bayou near Duplessis, La.

Location.--Lat 30°16'35", long 90°55'15", on line between sees.8 and 9, T.9 S., R.3 E., St. Helena 

meridian, near right bank on downstream side of bridge on State Highway 44, 1.2 m1]es northeast 

of Duplessis and 4.2 miles upstream from Bayou Narcisse.

Drainage area.--8.93 sq mi.

Records available.---November 1964 to September 1965.

Gage. Water-stage recorder and concrete control. Altitude of gage is 10 ft (from topographic map). 

Extremes.--Maximums and minimums (discharge in cubic feet per second, gage height in feet). 

Maximum discharge (*) and peak discharges above base (200 cfs), November 1964 to September 1965

Date

Dec. 11, 1964 

Jan. 23, 1965 

Feb. 12, 1965

Time

1300 

06OO 

0100

Discharge

203 

263 

209

Gage

height

5.24 

6.19 

5.26

Date

Feb. 16, 1965 

Mar. 1, 1965 

July 17, 1965

Time

2300 

0830 

1700

Discharge

347 

269 

2S7

Qage 

height

7.34 

6.31 

6.57

Date

Sept. 10, 1965

Time

0530

Discharge

* 377

Qage 

height

7.63

No flow for many days during period. 

Remarks. Records good.

DISCHARGE, IN CUBIC FEET PER SECOND, NOVEMBER 1964 TO SEPTEMBER 1965

CAY

1

2

3

4

5

6

7

8

s

1C

11

li

13

1-t

15

16

17

Lh

1^

21

22

23

l<<

?5

2t>

27

2E

2S

30

31

TOTAL 

MEAN 

MAX

WIN

CFSM

IN.

OCT. NUV.

0

0

0

0

C

0

0

0

0

0

0

0

0

0

0

0

u

0

7.5

1.0 

.30

fa. ^

8.1

1.3

.SO

?«

7. >

1.4

73. 1C

; .44

,-

.27

.30

DEC.

. f>L

.3C

B.I

52

5.6

1.4

.6C

.30

.20

.10

153

?7

4. d

1.3

.71

.4t

. 30

.8f

l.C

. *>L

.5C 

.41,

 4i-

-«C

. 3L

. 2C

.1C

.1C

.IL,

.If'

8.46

.1C

.«

i.^<;

JAN.

.10

.1C,

.10

.10

.10

.1C

.10

.ir

7.3

48

4.0

1.6

l.L

70

.50

.3f

.20

.10

.10

.11?

24

1t3

13

2.6

1.1

,6L

.30

.2C

.20

.10

8.71

.10

.^7

1. 12

FEB.

.13

.10

.10

.10

.1C

35

11

2.8

1.3

.80

7.1

36

9.3

2.1

.80

13C

274

34

3.fc

1.2

.50 

,3f

6.8

4.5

1.0

,5C

.3:

_ -

______

?!.=

. 10

I.4b

2.56

MAP.

141

4S

6.2

1.7

.70

. <,(

.2u

.2'1

.ia

.it

.lu

.2C

3.4

,<TO

.40

.2;.

.?r.

.1C

,10

.It

0

.11

.in

.10

.lj

63

7.C

3.3

11

2G

10.4

C

l.lt

1.34

APR.

3.C

. 50

.40

.20

.20

.10

.1C

.10

0

c

c

c

c

0

c

0

0

c

c

r

c 

c

c

c

c

0

c

c

c

.17

n

.r? "

MAY

0

t

.10

,10 0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

.If

1.5

,70

.= 0

.20

.111

I,

.10

0

a

.11

0

 C 1

."i

JUNF

0

0

0

0

0

0

3

C

0

0

s

0

c

0

0

0

o

0

0

0

0

3

0

' -4

. 3n

.10

!."

.20

. 1C

.13

0

.Cl

.02

JULY

.in

0

0

1C

12

.30

.1C

.1C

fi . 3

 3C

.10

.1C

.7"

13

1'

5,8

91

t,?~<-i

.20

.10

0

0

2.6

.80

2C

31

. V

".15

C

l.r t

'.IB

AUG.

.1C

.1C

9

0

0

0

0

0

0

0

0

0

.?c

.20

.'C

.in

0

0

0

0

. p

- c

. c

. p

1,

. IJ

2.

.15

r

.L?

."2

SFPT.

12

?C

1.7

.50

,2f

.1C

.1C

c

p

330

2C'

17

1.3

.50

1.1

.4C

,2C,! -

. It-

[

0

c

r

fj

r

c

0

19.6

C

2.?u

7.45
y80 MISSISSIPPI RIVER DELTA

7-3804. Bayou Lafourche at Donaldsonvllle, La.

Location. Lat 30°06'00", long 90°58'40", T.ll S., R.2 E., on left bank 40 ft upstream from culvert 

on State Highway 18 in Donaldsonville and 1,500 ft downstream from Bonaldsonville Pumping Plant.

Records available.--August 1957 to September 1965.

Gage.--Digital water-stage recorder. Datum of gage is at mean sea level, datum of 1929 (Corps of 

Engineers bench mark; levels by Louisiana Department of Highways). Prior to Feb. 10, 1964, 

graphic water-stage recorder at same site and datum.

Average discharge. 8 years, 273 cfs (197,600 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

Mater 

year

1961

1963 

1964 

1965

Maximum daily

Date

May 28, 1961

Feb. 17, 1963 

Dec. 21, 1963 

Dec. 1, 1964

Discharge

(Of 3)

429

482 

492 

503 

537

Qage height 

(feet )

-

Minimum daily

Date

Feb. 26, 1962 

Sept. 17, 1963 

Mar. 4, 1964 

Sept. 13, 1965

Discharge 

(cfs)

144 

20 

134 

116

Gage height 

(feet)

-

1957-65: Maximum daily discharge, 537 cfs Dec. 1, 1964; no flow June 11, 14, 1959.

Remarks.--Records good. Pumping plant at Donaldsonville pumps total flow of Bayou Lafourche from 

Mississippi River except for small amounts of storm drainage during freshets. Records of 

chemical analyses for the water year 1965 and suspended-sediment loads for the water year 1964 

are published in reports of the Geological Survey.

GAGE HEIOHT, IN FEET, MATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10 

11

12 

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

6.26

6.26

6.19

6.18

6.18

6 01

6.19

6.20

6.18

6.15

6 .05 

6.15 

6.16

5.81

6.16

6.15

5.95

6.09

6.18

6.19

6.06

6.09

6.11

6.13

6.21

6.22

6.12 

6.21

6.29

6.30

6.30

6.30

5.81

NOV.

6.30

6.27

6.57

7.28

7.28

7.28

7.34

7.46

7.45

7.42

7.38 

7.38

7.38

7.41

7.41

7.38

7.39

7.40

7.41

7.36

7.37

_

-

-

_

7.35

7.35

7.46

6.27

DEC.

7.40

7.43

7.39

7.37

7.38

7.37

7.34

7.29

7.35

7.34

7.33 

7.38

7.38

7.39

7.38

7.40

7.48

7.54

7.49

7.53

7.56

7.56

7.56

7.55

7.51

7.47

6.78

6.20

5.45

7.56

5.45

JAN.

5.08

5.76

6.63

7.48

7.53

6.88

6.30

6.41

6.44

6.38

6.34

5.93

6.38

6.37

6.34

6.32

6.29

6.27

6.26

6.25

6.22

6.22

6.91

6.05

5.11

6.38

6.36

6.34

6.33

7.53

5.08

FEB.

6.33

6.35

6.32

6.29

6.24

6 ''e

6.27

6.20

6.19

6.16

6.15

6.14

6.16

6.16

6.15

6.16

6.21

6.28

6.32

6.53

6.88

5.90

5.47

5.24

5.15

6.51

 

6.88

5.15

MAR.

6.59

6.74

6.13

5.67

5.92

6.26

6.47

6.21

5.93

6.03

6.21

6.30

6.47

6.55

6.56

6.90

7.16

7.40

7.00

6.23

6.94

7.26

7.31

7.34

7.34

7.50

7.61

7.18

6.80

7.61

5.67

APR.

6.90

6.99

7.01

6.97

6.97

7.09

7.12

_

_

-

6.94

6.85

6.69

6.58

6.90

7.42

7.50

7.38

7.32

7.28

7.21

7.13

7.03

6.90

6.88

6.73

6.68

6.56

7.50

6.56

MAY

6.55

6.60

6.53

6.45

6.20

6.55

6.20

6.13

6.75

6.57

6.98 

7.08

7.14

7.27

7.39

7.21

7.35

7.40

7.25

7.32

7.40

7.50

7.63

7.74

7.80

8.00

7.51

7.41

7.51

8.00

6.13

JUNE

7.47

7.45

7.44

7.40

7.36

7.22

7.15

7.03

7.15

7.23

6.71 

6.64

6.40

5.90

5.90

6.48

6.35

6.27

6.30

6.28

6.25

6.25

6.30

6.40

6.68

6.69

6.65

6.62

7.47

5.90

JULY

6.60

5.90

6.15

6.64

6.56

6.58

6.59

6.52

6.41

6.40

6.45 

6.43

6.40

6.38

6.36

6.48

6.39

6.37

6.36

6.38

6.40

6.44

6.48

6.51

6.56

6.51

6.51

6.53

6.54

6.60

5.90

AUG.

6.54

6.55

6.58

6.60

6.62

6.58

6.55

6.56

6.53

6.51

6.41 

6.37

6.36

6.35

6.32

6.33

_

_

-

6.60

6.60

6.63

6.83

6.68

6.65

_

-

-

"

6.83

6.32

SEPT.

_

-

-

_

-

_

_

-

_

4.04 

4.42 

3.85

3.75

3.75

4.04

4.71

5.04

5.19

5.19

5.19

5.21

5 . bO

6.69

6.72

6.76

6.81

6.81

6.80

6.81

3.75
MISSISSIPPI RIVER DELTA

GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1 

2

3

4

5

6

7 

8

9

10

11

12 

13

14

IS

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

6.75

6.74

6.73

6.73

6.73

6.74

6.74

6.74

6.74

6.73

6.73

6.73

6.73

6.69

6.66

7.73

_

_

.73

.74

.74

.74

.74

.74

.73

.71

7.74

6.66

NOV.

7.60

7.67

7.70

7.65

7.59

7.59

7.75

8.23

6.24

8.26

7.65

6.85

7.01

6.85

7.40

7.83

7.83

7.82

7.86

8.10

8.13

8.13

6.11

8.08

8.03

7.99

8.08

8.26

6.85

DEC.

7.54

7.52

7.51

7.37

7.22

7.02

6.95

7.06

6.94

6.86

6.91

7.05

6.92

7.22

7.06

6.64

5.75

5.64

5.79

5.96

6.23

6.41

6.40

6.52

6.67

6.80

6.82

7.77

5.64

JAN.

6.85

6.74

6.53

6.65

6.20

6.32

6,61

6.33

6.83

6.79

6.67

6.94

6.92

7.04

7.14

7.20

7.01

6.87

6.28

5.53

5.90

6.52

6.48

6.07

5.93

6.03

6.03

6.08

7.20

5.53

FEB.

8.13

7.38

6.58

6.58

7.25

7.52

6.91

6.52

6.77

6.97

6.79

6.78

6.76

6.72

6.62

6.47

6.26

5.99

6.39

6.12

5.73

5.62

5.52

6.09

6.59

------

8.13

5.52

MAR.

R.83

6.90

7.01

6.64

6.24

6.87

7.75

7.88

7.48

7.26

7.08

7.16

7.20

7.20

7.15

7.25

7.25

7.16

7.10

7.09

7.24

7.27

7,31

7,31

7,24

7,23

7.14

7,31

7.88

6.24

APR.

7.41

7.52

7.44

7.38

7.36

7.44

7.46

7.48

7.48

7.58

7.52

7.48

7.57

7.56

7.48

7.45

7.39

7.37

7.37

7.32

7.25

7.22

7.19

7.17

7.12

7.15

7.14

7.58

7.12

MAY

7.10

7.10

7.06

6.98

6.86

6.54

6.11

6.76

7.64

7.50

7.22

7.10

6.91

6.79

6.76

6.73'

6.69

6.fi5

6.61

6.58

6.55

6.51

6.48

£.44

6.41

6.38

6.35

7.64

6.11

JUNE

6.30 

6.29

6.29

6.29

6.28

6.26

6.97

7.52

7.59

7.62

7 '.72

7.74

7.45

6.61

6.58

6.63

6.58

6.56

6.58

6.57

6.58

6.57

7.26

7.60

7.46

7.04

6.60

6.38

7.74

6.22

JULY

6.35 

7.11

7.70

7.65

7.55

7.54

8.16

8.16

8.17

8.15

8.11 

8 . 12

8.15

8.19

8.18

8.17

8.16

8.15

8.15

7.79

7.48

7.45

7.46

7.48

7.46

7.53

7.50

7.53

6.70 

6.24

8.19

6.24

AUG.

6.21 

6.20

6.68

7.43

7.45

7.44 

7.40

7.37

7.76

7.96

7.94

~

7.30

7.29

7,25

7.21

7.10

7.08

7.20

6.74

5.91

6.56

7.17

7.23

7.29

6.57

6.16

6.13

6.25 

5.88

7.96

5.88

SEPT.

5.81 

6.06

7.10

7.11

7.09

7.10 

6.54

6.16

6.15

6.17

6.17

6.20 

6.19

6.18

6.20

6.21

6.22

6.23

6.24

6.79

7.35

7.37

7.37

6.78

6.37

6.35

6.35

6.34

6.33

6.33

7.37

5.81

QAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1 

2

3

4

5

6

7

8

9

10

11

12 

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MIN

OCT.

.38 

.30

.30

.25

.80

.25

.25

.2b

.25

.28

.30

'.55 . 34 

.35

.35

.34

.31

.28

.24

.25

.25

-

-

-

_

-

-

-

-

6.25

NOV.

-

_

_

-

-

_

-

-

_

-

_

-

_

-

-

-

-

_

7.36

7.43

-

-

_

-

-

-

-

DEC.

-

_

7.42

7.38

7.35

7.46

7.49

-

_

-

.32

.25

.19

.25

.59

.93

.91

.87

.86

.86

.86

.86

.86

.05

.38

.52

.30

.27

6.27

JAN.

6.71

7.34

7.37

7.39

7.41

7.48

7.41

7.39

7.44

7.52

6.76

6.98

7.42

7.43

6.97

6.32

5.61

6.28

6.28

6.72

6.48

6.18

7.23

7.98

7.76

7.53

7.46

7.31

5.61

FEB.

7.25

7.20

7.18

7.11

7.08

7.83

7.83

7.80

7.30

7.24

7.18

7.34

8.02

8.03

6.83

7.19

7.50

7.52

7.52

7. 56

7.53

7. SI

7.58

7.28

7.73

 

6.83

MAR.

7.89

7.92

7.60

7.31

 (.27

 ; .22

i .30

7.28

7.28

6.77

8.52

8.56

6.62

B.72

7.03

7.16

6.31

i5.90

5.96

6.12

7.52

7.63

7.72

7.76

7.23

6.83

6.83

6.90

5.90

APR.

6.98

7.13

6.88

6.17

6.18

_

_

-

7.07

7.08

7.12

7.02

6.87

6.71

6.47

6.21

5.94

6.25

6.87

6.62

6.54

6.48

6.33

6.33

6.33

6.31

6.29

5.94

MAY

6.28

6.27

6.26

6.26

6.3U

6.88

7.54

7.64

7.66

7.66

7.56

7.45

7.40

7.37

7.36

7.43

7.38

7.33

7.30

7.29

7.23

7.32

7.28

7.30

7.35

7.37

7.38

7.40

6.26

JUNE

7.41

.

_

-

7.41

7.39

7.56

7.33

7.31

7.26

7.24

7.21

7.16

7.17

7.30

7.32

7.33

6.88

6.52

6.38

6.42

6.27

6.18

6.16

6.14

6.76

7.12

7.13

6.14

JULY

7.13

7.08

7.09

7.06

7.02

7.00

7.00

7.01

7.03

7.06

7.09 

7.03

6.99

6.99

6.95

7.02

6.98

6.97

6.97

6.98

6.98

6.98

7.08

7.13

7.08

7.07

7.07

7.08 

7.12

6.95

AUG.

7.14 

7.13

7.10

7.09

7.08

7.08

7.07 

7.06

6.50

6.17

6.13

6.33

6 .98 

6.98

6.99

7.01

6.99

6.98

7.03

6.98

7.15

7.31

7.19

7.1O

7.08

7.05

7.03

6.92

7.03

7.08 

7.09

7.31

6.13

SEPT.

7.10 

7.12

7.11

7.09

-

-

7.14

7.13

7.14

7.14

7.12

7.12 

7.11

7.14

6.32

-

-

5.59

6.17

6.17

6.17

6.20

6.24

6.22

6.19

6.18

6.18

6.18

6.14

7.14 

5.59
MISSISSIPPI RIVER DELTA

7-3804. Bayou Lafourche at Donaldsonville, La.--Continued 

GAOE HEIGHT, IN FEET, WATER XEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8 

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29 

30

31

MAX 

MIN

OCT.

6.47

7.11

.20

.21

.22

.22

.23

.16

.16

.16

.13

.13

.13

.14

.14

.14

.14

.13

.13

.13

.13

.11

.12

.15

.13

.13

.08

.09

.11

.09

.23 

.47

NOV.

7.09

7.13

7.14

7.09

7.14

7.13

7.12

7.30

7.28

7.33

7.25

7.14

7.11

7.11

7.10

7.11

7.10

7.12

7.25

7.18

7.18

7.18

7.13

7.11

7.08

7.15

7.12

7.08

7.06

7.33

7.06

DEC.

7.07

7.08

7.08

7.07

7.08

7.09

7.07

7.31

7.97

7.95

8.02

7.82

7.60

7.50

7.41

7.36

7.35

7.31

7.70

8.08

8.09

8.01

7.39

7.29

7.64

8.03

8.05

8.06

8.04

8.06

8.09 

7.07

JAN.

8.05

8.04

8.04

8.03

8.07

7.25

5.58

5.71

6.16

6.07

6.06

6.04

6.56

7.11

7.33

7.46

7.45

7.43

7.45

7.45

6.80

6.23

6.22

6.27

6.25

6.21

6.15

6.81

7.32

7.36

8.07 

5.17

FEB.

7.37

7.40

7.44

7.46

6.80

6.35

6.32

6.92

7.41

7.42

7.43

7.40

7,40

7.38

7.39

7.44

7.54

7.49

7.45

7.44

7.44

7.43

7.50

7.06

6.51

6.46

6.46

6.43

6.32

MAR.

6.51

6.01

5.29

5.11

5.80

6.34

6.30

6.25

6.28

6.30

6.37

6.44

6.59

6.99

6.60

6.56

6.70

6.38

6.21

6.26

6.35

6.45

6.57

6.62

6.77

6.87

6.93

7.06

7.16

7.16

5.11

APR.

7.14

7.07

6.98

7.01

7.08

7.12

7.17

7.15

7.04

6.89

6.70

6.63

6.84

6.88

6.75

6.67

6.62

6.63

6.61

6.52

6.42

6.42

6.33

6.20

6.21

6.32

6.35

6.29

6.19

6.19

MAY

6.28

6.72

7.04

7.26

7.41

7.51

7.58

7.68

7.69

7.72

7.79

7.83

7.71

7.83

7.79

7.72

7.62

7.45

7.22

6.89

6.45

5.98

5.55

5.69

5.76

6.16

6.53

6.44

6.40

6.37

5.55

JUNE

6.35

6.32

6.90

7.42

7.42

7.41

7.42 

7.44

7.45

7.45

7.43

7.40

7.36

7.31

7.29

7.25

7.29

7.30

7.28

7.28

7.27

7.27

7.28

7.31

7.41

7.48

7.57

7.60

7.32

6.07

6.07

JULY

5.97

6.56

6.55

6.58

6.56

6.53

7.14 

7.46

7.58

7.52

7.47

7.42

7.55

7.4-2

7.36

7.35

7.34

7.34

7.33

7.31

7.27

7.26

7.25

7.27

7.29

7.28

7.28

7.50

-

5.97

AUG.

-

-

7.20

7.17

7.18

7.21

7.23 

7.24

7.18

7.18

7.17

7.15

7.17

7.22

7.20

7.20

7.17

7.21

7.20

7.18

7.18

7.24

7.22

7.21

7.21

7.21

7.18

7.18

7.14 

7.13

7.10

7.24 

7.10

SEPT.

7.11

7.13

7.14

7.15

7.11

7.27

7.32 

7.34

7.33

7.28

7.25

7.24

7.25

7.26

7.25

7.25

7.28

7.31

7.28

7.30

7.30

7.31

7.29

7.26

7.29

7.28

7.28

7.26

7.25

7.34

6.48

GAPE HEIGHT, IN FEET, WATER YEAH OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

3

10 

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

.90

.24

.41

.11

.64

.26

.39

.36

.34

! . 97

.41

.41

.45

.44

.39

.34

.27

.24

.25

.66

.98

.98

8.00

8.02

8.02

8.04

S. 06

8.09

8.06

8.02

8.09

4.90

NOV.

7.99

7.99

7.98

7.98

7.98

7.96

7.98

7.98

7.99

7.98

7.92

7.99

8.01

8.03

8.02

7.97

7.96

8.01

e :o6

a. 01

7.83

8.03

8. 03

8.02

8.02

8.04

8.15

8.24 a.25

8.25

7.83

DEC.

8.26

8.02

7.61

7.63

7.57

7.55

7.56

7.93

8.20

8.24 

7.49

6.73

7.14

7.66

-

_

-

-

-

-

_

_

-

-

-

_

_

_

-

8.26

6.73

JAN.

_

_

-

_

-

_

-

_

-

6.30

6.34

6.38

6.42

6.49

6.96

7.84

7.89

7.64

6.95

6.73

6.79

6.78

6.90

6.79

6.67

6.58

6.52

6.46

6.45

7.89

FEB.

6.35

6.36

6.38

6.40

6.40

6.50

6.48

6.45

6.42

6.42

6.47

6.47

6.45

6.43

6.84

6.99

6.81

7.3S

7.47

6.98

6.57

6.61

6.73

6.91

6.94

6. 84

6.69

 

7.47

6.35

MAR.

6.74

6.70

6.66

6.48

6.04

6.60

7.19

7.19

7.19

7.10

7.50

7.69

7.72

7.78

7.81

7.82

7.82

7.83

7.84

7.85

7.81

7.77

7.75

7.74

7.72

7.73

7.72

7.70

7.72

7.69

7.85

6.04

APR.

7.72

7.72

7.76

7.78

7.75

7.76

7.11

6.60

6.68

6.79

6.18

5.99

5.99

6.04

6.24

6.31

6.41

6.44

6.54

6.69

6.68

6.67

6.66

6.77

6.74

6.71

6.79

6.89

6.86

7.78

5.99

MAY

6.78

6.63

6.52

6.51

6.28

6.13

6.02

5.81

5.61

6.51

6.53

6.59

6.47

6.16

6.14

5.95

6.11

6.75

6i67

6.67

6.70

6.27

5.95

5.68

5.48

5.24

6.05

6.54

6.51

6.78

5.24

JUNE

6.49

6.48

6.48

6.48

6.48

6.49

6.48

6.48

6.47

6.46

6.46

6.47

6.46

6.48

6.50

6.50

6.50

6.51

6.46

6.44

6.40

6.38

6.35

6.32

6.29

6.29

6.28

6.28

6.33

6.51

6.28

JULY

6.31

6.33

6.40

6.37

6.37

6.44

6.42

6.49

6.48

6.50

6.48

6.48

6.50

6.51

6.52

6.54

6.55

6.51

7.05

7.66

7.68

7.67

7.61

7.60

7.57

7.52

7.49

7.51

7.49

7.49

7.68

6.31

AUG.

7.50

7.52

7.58

7.60

7.63

7.61

7.58

7.47

7.41

7.31

7.34

7.45

7.42

7.37

.31

.33

.31

.33

.45

6.85

6.37

6.30

6.26

6.25

6.24

6.23

6.22

6.21

6.21

7.63

6.21

SEPT.

6.21

6.22

6.53

7.26

7.28

7.28

"7.28

7.05

5.42

6.49

5.53

4.83

6.42

5.78

5.83

5.55

5.01

5.62

5.65

5.49

5.43

5.70

5.52

5.26

5.01

5.02

5.37

5.14

4.94

7.32

4.83
MISSISSIPPI RIVER DELTA

7-3804. Bayou Lafourche at Bonaldsonvllle , La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

I

3 

4

5

7 

ll

15

ie 

i*

21

23

2t 

21

i~,

3'L

MEAN 

MAX 

MIN

2Lfc 

208 

211

2vu

1=1

2CO 

2LC

172

m

lie

192 

1S6

2*0 

194

2».» 

20 8

2CS

NjV

2uS 

232

3C3

3^3

324 

354

317

310

310

311,

324

^17

324 

317 

3U

3K 

slC

3lL

l3,t

3HO

332

340

ll-i 

164 

^41 

232

20^ 

2i.8 

216 

ilk

208

27C

115

2C3

340

^

216 

208 

208

2C8 

2C8

2GO 

2GO

140

113 

181

_____

257

232 

240 

157 

157

2C8 

2Z4 

2C1 

180

303

310 

2124

Z93

1.48

"145

257

267 

267 

267

278 

278 

28C 

2SC

284

272

257 

248

240 

232

332

232 

232 

224 

216

232 

2CO 

196 

248

232

284

358

387 

418

346 

317

42-3

324 

324 

324 

317

290 

284 

275

2?0

257

240

216

208

208

208

240 

240 

240 

232 

232

324

232 

176 

106

232

232 

232 

224 

216 

216

216 

216

216

216 

216

216

224

232 

219 

224 

224 

224 

224

232

224 

232 

232 

232

232 

232 

232 

22 

22

22 

21

21

220 

232

232

255

232 

232 

232 

232 

250 

240

255

14,020

SEPT

23C 

225 

225

225 

225 

22S

200

},

122 

122

122 

122 

210 

240

248 

248 

248 

248 

248

248 

9,280

HAT YR U61: TCTAL 87,709.0 MEAN 240 MAX 429 MIN 3.0 AC-FT 174,000

DISCHARGE, IN CUBIC FEET PER SECOND, WATEP YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2 

3 

4

5

6 

7

6 

9

1L 

12 

13

18 

19 

if.

23

26

2S

30

MEAN 

MAX

248

24i

240

240 

240

24C

234 

37o 

376

37o

376

37b

376

376

297

349 

358

482

4C2 

482 

478

331 

398 

398

3,7

4^C

450

440

450

352

340

J32

272

257 

257

278

272 

237 

163

168 

184

216

240

248

257

248

240

212

248 

248

248

284 

290 

273

207

146

224

ISO

188

227

343

224

248 

267 

232

248

232 

224

2C8

215 

194

144

232

 

250 

460

257

402

332 

303 

272

284

284 

296 

296

278 

278

303

296

284

266

82 *

332

332

332 

349 

323

332 

340

332 

324 

317

310 

303

278

234

315

IN 144

278

248

265

358 

332 

310

278

257

248 

248 

240 

240

232 

232

216

216

252

AC-FT

208

208 

201

349

349 

358 

366

341 

232

232 

232 

232 

232

232 

232

278

216

267

207,300

366

358

34C 

412

460 

460

460 

450 

450

471 

471

460 

460 

460 

460

332 

324

332

248

380

245 

324

324 

317

310 

418

418 

418 

380 

303

3C3 

296

290 

278 

278 

290

176 

231 

284

196

205

285

SEPT.

188 

278 

278

278 

230

196 

196

196 

200 

200 

200

200 

200

200 

200 

200 

252

310 

310 

253

216 

216

208

208

226

13,470
MISSISSIPPI RIVER DELTA

7-3E04. Bayou Lafourche at Donaldsonville, La.--Continued

OIJCHABCt, lit CUBIC FttT PtP SECUND, WATEW YEAR QCTQBfcR 1962 TO SEPTEMBER 1563

1

4

6 

7

12

14 

15

IS 

1 .

22 

2 ;

Zo

27

i.i

MEAN

M1N

lib

2C3

Z5> 

290

2tb 

295

3u3

31,'

303 

313

29b 

35J

HvC

313

2CO

}'.;

4-U 

-H.O

4' L1

 *' C

4CG

312 

32-.

3Si376

300

350

317 

317

ill

J2t

33i 

;32

4ie

J9f 

3i8

2iE

228

3J7

22o

34b 

356

356

^77

228

228 

273

338

327

172

321

31.7

3C7

450

338

377 

308 

388

 -

369

201

«7 

337

3?9

337

314

20G 

21*

32U

196

28" 

220

220

100

">37

220

276

252

228

262

200

228 

228

228

388

388

366

337 

337

346

330

228

356 

356

356

346

236

236

220

309

212

307 

300

294

294

294 

294

314

299

288

327 

307

307

300

337 

321

300

300

294

212

307 

307

307 

31C

31C

307

314

70 

174

220 

220

220 

220

220 

212

252

2t

CAL YR 1962: TOTAL 107 f ulC

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1=64

5

7 

8

10 

11

13 

14

IB

20

21 

22 

23 

14 

^5

28 

29 

30

tEAN 

MAX

307 

321

329

314

314

314

314

314 

314 

3^7 

307 

314

307 

3t 7

312

3<-7

307

J46

3u7

3j7

323

321 

321 

321 

314 

3G7

3C7

3uO

315

300

330

39b

34b

422

503 

503 

432 

356 

337

452

402

336

402

172

252

?66

366

266 

271 

220

220

2£8

271

337

305

366

228

354

364

385

3b7

3b4 

364 

364 

377 

317

236

325

134

229

251

250 

261

222

225 

233

240 

250 

253

3C2 

313

242

295

317

279

258 

253

252

246 

238 

238 

230 

220

22S 

220

Z67

331

392

427

423 

402

326

282 

241 

202 

168 

17B

185

240 

236

324

360

360

348 

339

335 

337

334

331 

334 

335 

339

358

371

356 

2 1C

338

250

331

388 

360

345 

345

339

332 

331 

329 

334 

335

334

360 

350

329

317

326

318 

324

317 

323

318

318 

327 

326 

323 

323

323

313 

311

320

311 

313 

315

341

334

329 

331

335 

339

337

337 

339 

337 

331 

335

334

329 

261

328

TOTAL 115,
MISSISSIPPI RIVER DELTA

7-3804. Bayou Lafourehe at Donaldsonville, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATiR YEAR CCTOBER 156* TO SEPTEMBER 1965

9

11

15 

17

13 

21

23

28 

23

30

MEAN 

MIN

150 

36*

258

236

232

358

354

476

482

495 

486

366 

119

478 

476

478

478

480

478

486

484

490

533 

535

485 

446

436 

400

350

524

385

410

410

410

410 

410

416

264

410 

410

410

30Q

230

230

238

288

277

246 

241

228

233 

234

242

238

238

238

311

253

~:::

233

263

21 8

321

3:20

314

436

434

413 

423

208

423

326

259

270

208

258

281 

278

204

256

2C6

173

245

217

226

248 

245

144

242

242

242

242

241

242

234

226

230

226

230

238

24?

245

245

4L3

379 

375

229

38) 

394

394

358

339

350

228

2?1

221 

221

221

SEPT.

221

222 

2?3

334

158

245

238 

188

18C

138 

122

116
MISSISSIPPI RIVER DELTA

7-3813. Bayou Lafourche at Golden Meadow. La.

Location. Lat 29°23'25", long 90°15'55", on line between lots 22 and 23. T.19 S. , R. 32 E. , near left 

bank on upstream side of bridge attached to first pile bent fr^n left abutment on highway bridge 

connecting State Highways 1 and 908 at Golden Meadow.

Records available.--April 1959 to September 1965 (elevations only!.

Gage. Water-stage recorder. Datum of gage Is at mean sea le-"el (levels by Louisiana Department of 

Public Works).

Extremes. Maximum and minimum elevations for April 1959 to September 1965 are contained in the 

following table:

Water 

year

1959 

1960 

1961 

1962 

1963 

1964 

1965

Maximum

Date

May 31 , 

Aug. 30, 

Sept. 11, 

Nov. 3, 

Sept. 17, 

Nov. 9, 

Oct. 4,

Elevation 

(feet)

1.92 

1.83 

3.65 

1.85 

1.66 

1.49 

4.73

Minimum

Date

Apr. 14, 

Mar. 20, 

Dec . 21 , 

Jan . 3 , 

Jan. 24, 

Jan. 14, 

Jan. 17,

1959. .................

1960. .................

1960. .................

1962. .................

1963.... ..............

1964. .................

1965... ...............

Elevation 

(feet)

-0.40 

-.74 

a -.83 

a -.53 

-.98 

-1.02 

-1.11

a May have been less during periods of no gage-height recnrd. 

1959-65: Maximum elevation, 4.73 ft Oct. 4, 1964; minimum, -1.11 ft Jan. 17, 1965. 

Remarks. --Elevation affected by tide at all stages.

ELEVATION, IN FEET, AT 0800 HOURS, APRIL TO SEPTEMBER 1959

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT. NOV. DEC. JAN. FEB.

-- _-

 

MAR. APR.

_

_

_

-.02

.15

.17

.50

.53

.68

.75

.26

.31

-.26

-.40

-.28

_

_

_

_

-

_

_

_

^

-

_

_

_

.18

_

-.40

MAY

.23

.55

_

_

.?7

.

_

_

-

-

.

-

_

.33

.41

.57

_

-

_

_

_

_

-

_

_

.55

.80

1.41

1.91

1.91

JUNE

1.58

1.21

.95

.97

.85

.86

.86

1.10

1.4-4

1.27

i -ie

,95

.9P

1.04

1.10

1.25

1.43

1.30

1.10

.86

.90

.83

.82

.80

.90

.90

.85

.72

.68

1.58

.68

JULY

.77

.78

.60

.48

.40

.29

.15

.31

.52

.45

.46

.43

.68

.70

.66

.80

.80

.77

.70

.45

.53

.65

1.08

1.05

1.11

1.15

.98

.96

1.08

1.05

.98

1.15

.15

AUG.

.91

.76

.75

.80

.93

1.00

.86

.83

.74

.75

74

.65

.83

.94

1.08

1.05

1.00

.98

.90

.95

1.07

1.02

1.15

1.20

1.34

1.43

1.33

1.17

.95

.74

.76

1.43

.74

SEPT.

.70

.57

.65

.42

.33

.37

.46

.70

.83

.92

,78

.79

.95

1.08

1.01

.94

.78

.75

.81

1.17

1.45

1.53

1.53

1.45

1.43

1.48

1.32

1.15

1.07

.71

1.53

.33
MISSIS3IPPI RIVER DELTA

7-3613. Bayuu Lafourche at Golden Meadow, La. Continued

ELEVATION, IN FEET, AT U80O HOURS, WATER YEAR OCTOBER 1959 TO SEPTEMBER 1960

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

IE

16

17

18

19

20

21

22

23

24

25

26

27

28

29 

30

31

MAX

MIN

OCT.

.63

.55

.93

1.15

1.28

1.35

1.45

1 .52

1.38

1.54

1.32

1.18

.90

1.26

.74

.80

.78

.78

.78

1.10

.83

1.12

1 .21

1 .00

.45

.80

.54

.49

.92

.77

.82

1.54

.45

NOV.

.66

-

-

-

-

-

-

-

-

-

-

-

.47

-

-

-

-

~

_

_

.42

_

-

.70

.32

-.45

-.32

-.23

_

DEC.

-.04

.15

.03

_

-

_

-

-

-

-

.

-

_

_

.

_

_

_

-

-.05

_

_

_

-

.

_

_

-

_

JAN.

_

.90

.70

24

-

u

.04

.38

_

-

_

_

-

_

-

.

_

_

.U7

-

.

-

_

_

PEE.

.

-

_

_

-

_

_

_

_

-

_

_

_

_

.32

.14

.17

.16

-

.

_

_

_

-

_

-

_

. £5

_

MAR.

.

-

_

_

-

.

_

_

_

-

.

.16

.18

.50

.51

-.32

- . 38

-.27

-.68

-.54

-.35

-.10

-.05

..50

.bb

.62

.as

_

-.70

APR.

.43

.38

.92

.28

- .02

-.32

-.09

-.03

-.02

-.04

.28

.52

.73

.78

.52

.40

.35

18 !iz

.19

.55

.40

.70

.78

.93

.88

.63

.49

.68

1.02

1.02

-.32

MAY

.70

.42

.68

.76

1.24

1 .38

1 25

^78

.72

.66

.33

.08

-.08

.02

.10

.05

.10

.20

.58

.65

.40

.56

.48

.53

.65

.58

.32

.17

.28

.24

""-

1.38

-.08

JUNE

.40

.55

.30

.30

.39

.48

.48

.36

.44

.58

.70

.68

.65

.65

.45

.70

.90

.66

.80

.82

.93

.83

.85

.95

.85

.96

.78

.74

.63

.66

.96

.30

JULY

.75

.65

.65

.70

.67

.65

.55

.52

.65

.62

.50

.50

.50

.62

. 70

.65

.78

.90

.89

.80

.65

.55

.62

.72

.67

.50

.37

.59

.67 

.80

.87

.90

.37

AUG.

.92

1.05

.93

.91

.85

.84

.73

.75

.73

.77

.74

.75

.95

1,01

.99

.12

!l8

.10

.11

.04

.06

.11

.33

.50

.68

.53

.38

.26

.03 

.16

.32

1.68

.73

SEPT.

1.18

1.23

1.16

1.18

1.28

.98

.80

.90

1.30

1.64

l.Su

1.13

1.06

1.16

.88

.90

!S8

.62

.85

.77

.75

.78

.84

1.24

1.35

1.25

1.24

.97

.88

.

1.64

.62

ELEVATION, IN FEET, AT 0800 HOOTS, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

.75

.80

.65

.72

.54

.90

.80

.87

.92

.93

.84

.97

.98

-L .08

1.08

82

.75

.55

j. .04

.35

.35

.42

.55

.64

.78

.95

.93

.85

.90

1.05 

.73

1.08

35

NOV.

.40

.53

.18

.24

.35

.13

.30

.50

.65

.54

.45

.45

.59

.33

.32

.34

.38

.40

.58

.73

.50

.87

.90

.60

.68

.6u

.35

.52

.30

25

.90

-.25

DEC.

0

-.18

.15

.45

1.05

1.06

.98

.94

. 75

.98

1.00

.04

-.19

- .22

.33

-.18

-.08

-.14

.03

.50

-.15

-

-

-

-

-

-

-

_

_

JAN.

_

-

_

-

-

-

.25

.62

.01

.01

.U7

.18

.78

.72

*2

43

.64

.63

_

-

.

Ib

03

bO

S2

.28

.42

.+0

.22

"^

FEB.

.28

.62

.63

.66

.64

.37

.85

.06

-.25

-.28

-.15

0

.12

.37

.43

.52

.70

.88

. 75

Us

.47

.70

.37

.45

75

- .10

.10

.55

-_-___

------

.88

-.28

MAR.

.25

.13

.4J

.65

.83

.88

.75

.75

-.45

-.58

-.35

.14

.72

.33

.24

.40

1.12

1.15

1 .25

l.£3

1.13

1.13

.68

SO

-

.

_

1.04

1 08

1.24

1.35

1.63

-.58

APR.

.55

.40

.43

-.34

.27

.18

.03

.18

.81

.25

.65

1.18

.37

.98

.88

.03

.18

-.10

- .05

.24

.5u

72

58

.48

.80

75

,82

.52

.55

.93

1.18

-.34

MAY

1.15

.83

.80

.64

.77

.90

.95

1.05

1.12

.38

.73

.75

.72

1.00

.84

.62

.40

.12

- .04

-.06

.03

.21

.17

.24

.44

.88

.29

.65

.78

.76

.41

1.15

-.06

JUNE

.35

.33

.32

.25

.28

.38 '.56

.73

.93

.98

1.02

.95

.93

.75

.50

.34

.05

.25

.64

1.57

1.05

.92

.92

.95

.85

1.05

.93

.88

.75

.55

1.57

.05

JULY

.37

.38

.28

.43

.55

.7u

.77

.73

.75

.70

.80

.90

.78

.75

.78

_

_

_

_

-

.

_

_

_

-

_

_

_

_

-

~

AUG.

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

_

_

_

-

_

_

-

_

_

_

_-

~

SEPT.

_

_

_

_

-

_

_

_

1.90

2.40

.60

.43

.80

.42

95

.67

.44

.40

.44

50

,49

.44

.45

36

.32

.28

.28

.20

.28

35

------

3.60
MISSISSIPPI RIVER DELTA

7-3813. Bayou Lafourche at Golden Meadow, La.--Continued

ELEVATION, IN FEET, 'AT 0800 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1

2

3

4 

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19 

20

21

22

23

24

25

26

27

28 

29

30

31

MAX

MIN

OCT.

1.42

1.30

.74

.90 

.88

.92

1.11

1.07

1.15

1.11

1.10

1.02

1.16

1.30

.88

1.15

1.19

1.15

1.10 

.72

.55

!43

.68

.84

.85

.95

1.13

1.44

1.50

1.50

1.50

.22

NOV.

.43

.60

.75

.45 

.22

.90

.42

.45

.53

.70

.90

1.20

1.25

1.55

1.44

1.23

.80

.65

.55 

.70

.75

1.18

1.45

1.00

.98

.80

.98

.70

.60

. 48

 

1.75

.42

DEC.

.56

.53

.50

.75 

.85

1.00

.96

.98

1.35

1.40

1.42

1.42

1.10

1.22

1.05

.92

.95

1.20

1.10 

.75

.78

.82

.80

.23

.22

.35

.75

-.16

-.16

-.10

.20

1.42

-.16

JAN.

-.20

-.35

-.38

-.19

.55

.70

.07

.18

.32

-.30

.

_

_

_

-

_

_

_

-

_

_

_

_

-

_

_

-

~

"

_

FEB.

_

_

_

.10 

.40

.04

.18

.57

.35

-.12

-.07

-.25

-.34

-.25

-.05

.10

.17

.55

.69 

.49

.92

.80

1.02

.65

.75

.78

.66

.68

1.02

.34

MAR.

.20

.13

.22

.78 

.62

-.22

-.21

.20

.60

.70

.76

.65

.35

.42

.67

.40

.25

.12

.28 

.70

1.05

.82

.72

.85

.92

.32

-.15

-.08

!75

.95

1.05

-.22

APR.

.55

.30

.28

.44 

.70

.98

.54

.55

.60

.62

.86

.90

.45

.55

.58

.18

.33

.48

.44 

.28

.47

.28

.40

.57

.54

.85

.94

.90 

1.00

1.05

1.05

.18

MAY

.95

1.18

1.16

.90 

.56

.75

.88

.33

.04

.44

.63

.65

.17

-.15

.13

.35

.56

.56

.70 

.90

1.00

.87

.98

1.08

.69

.20

.80

1.00

-

-.15

JUNE

1.14

.98

1.03

.93 

.83

.77

.69

.78

.83

.80

.85

.75

.73

.70

.92

.10

.20

.13

.13 

.09

1.01

.85

.75

.50

.60

.70

.73

.73 

. 66

.79

1.20

.50

JULY

.71

.64

.58

.45 

.28

.33

.18

.12

.05

.07

.12

-

-

-

"

-

-

-

-

-

-

-

-

-

-

-

~

_

-

AUG.

-

-

-

.68

.63

-

-

-

"

-

-

-

-

"

-

-

-

:

-

-

-

-

~

-

-

"

_

_

-

SEPT.

-

-

~

1

-

-

-

-

"

-

-

-

~

"

-

~

1.15 

1.13

.04

.18

.08

.12

.14

1.18

.88

.85 

.73

.98

1.18

ELEWTION, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBKR 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

1.18

1.00

.82

.78

.97

1.08

1.12

1.05

.98

.85

.90

.78

.80

.85

.95

1.05

1.04

.90

.97

.94

.95

.66

.65

.33

.48

.20

.26

.40

.70

.93 

.62

1.18

.20

NOV.

.85

.90

.55

.22

.45

.42

.62

.58

.15

.07

.12

.25

-.12

.15

.37

.61

.83

.90

.63

1.00

.94

.46

.23

.20

.08

.02

.45

.43

.30

.25

1.00

-.12

DEC.

.50

.60

.78

.65

.62

-.19

.15

.05

-.18

-.25

-.08

-

-

«

-

-

-

-

-

-.01

-.04

-.03

.15

.28

.10

.30

.08

.06

.30

-.35 

0

.78

JAN.

.05

.40

.20

.30

.20

-.19

-.25

-.35

-.12

.36

.42

.65

-.30

-.24

-.08

-.34

0

.32

.22

.55

-.05

.15

.35

-.66

-.14

.30

.05

-.08

-.04

.30

-.05

.65

-.66

FEB.

-.15

.15

-.32

-.69

-.55

-.50

-.40

-.40

-.22

-.10

.15

-.60

-.35

-.45

-.60

-.50

-.34

.05

.12

-.30

-.30

-.70

-.30

.25

.10

.05

-.20

.06

 

.70

.25

MAR.

.10

-.28

.03

.28

.64

,45

.35

.15

-.14

.22

.15

_,

_

_

-

_

_

_

_

-

_

_

_

-

_

_

_

_

-

_

APR.

_

_

-

-

-

_

_

-

-

-

.56

.50

-.25

-.15

-.10

.27

.55

.60

.84

.72

.72

.75

.74

.59

.85

.78

.80

.84

.85

.80

_

MAY

.54

.72

.63

.77

.68

.42

.38

.45

.48

.48

.55

.58

.65

.66

.60

.45

.42

.33

.36

.36

.51

.62

.46

.77

.86

.82

.79

.80

.69

.60

.47

.86

.33

JUNE

.70

.83

.85

.89

.71

.72

.58

.54

.33

.23

.12

.05

.11

.05

.17

.38

.68

.73

1.03

1.09

1.02

.95

.79

.49

.38

.37

.36

.37

.*7

.61

1.09

.05

JULY

.61

.74

.58

.53

.47

.38

.36

.28

.26

.20

.35

.40

.41

.41

.58

.69

.61

.71

.60

.55

.45

.38

.24

.17

.22

.37

.45

.65

.69

.70

.64

.74

.17

AUG.

.54

.55

.42

.43

.38

.29

.55

.53

.57

.55

.65

.56

.50

.37

.35

_

_

_

_

-

_

_

_

-

_

_

_

_

-

_

SEPT.

_

_

_

-

-

_

_

.81

.85

.95

.97

.92

.91

.87

.96

.19

.55

.60

.37

.31

.24

.15

.19

.26

.39

.35

.25

.19

.14

.85

1-.60
MISSISSIPPI RIVER DELTA

7-3813. Bayou Lafourche at Golden Meadow, La.--Continued 

ELEVATION, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29 

30

31

MAX

MLN

OCT.

.87

.50

.61

.57

.75

.78

1.02

1.00

.98

.95

.95

.95

.88

.82

.70

.75

.80

.72

.55

.51

.58

.44

.35

.62

.78

.68

.75

.77

.45

.75

. 48

1.02

.35

NOT.

.45

.15

.47

.65

.90

1.04

1.00

.94

1.25

1.15

1.27

.99

.50

.18

.14

.35

.57

.60

.74

1.00

1.16

1.40

1.34

.79

.91

.80

.55

1.01

.35

-.03

1.40

-.03

DEC.

0

.23

.15

.34

.22

.14

.35

.18

-.36

-.35

.10

.24

.35

.37

-.14

-.05

-.18

0

-.20

.15

.22

.40

-.35

-.70

-.70

-.58

-.38

-.24

.08

.15

-.05

.40

-.70

JAN.

-.23

-.32

-.13

-.05

-.10

.15

.08

.20

.15

-.60

-.20

.04

-.57

-.80

-.57

-.05

.16

.07

.08

-.05

-.20

.20

-.14

.44

.14

-.20

.04

.06

.03

.10

.33

.44

-.80

FEB.

.05

.07

.19

.32

.85

.30

-.08

-.43

-.35

-.44

-.24

-.13

.25

-.05

.58

-.10

.05

.43

-.14

-.70

-.55

-.34

-.50

-.35

.55

.10

.68

.75

.18

.85

-.70

MAR.

.55

.77

.65

1.14

.79

.10

.30

.31

.78

.43

.10

.10

.31

.72

.77

.33

.28

.16

.55

.84

.49

.03

.10

.44

.79

.70

.45

.78

.19

.07

.07

1.14

.03

APR.

-.15

.14

.45

.39

.75

.70

.74

.50

-.14

.09

.20

.57

.67

.75

.58

.28

.35

.47

.40

.65

.70

.71

.95

.90

.85

1.13

.11

.96

.60

.44

1.13

-.14

MAY

.83

.94

.70

.93

1.01

1.07

1.05

1.11

.98

1.07

1.09

1.11

.84

.50

.38

.49

.57

.56

.45

.38

.50

.53

.89

1.05

.92

.91

.72

.50

.24 

.41

.65

1.11

.24

JUNE

.46

.20

.24

.50

.65

.50

.69

.82

.99

.98

-

-

-

-

-

.35

.50

.67

.73

.75

.61

.49

.39

.34

.35

.40

.42

.44

.52 

. 61

.99

JULY

.57

.65

.87

.82

.68

.61

.66

.67

.55

.35

.21

.07

.07

-

-

-

-

-

-

-

-

-

-

-

-

.

-

-

-

-

AUG.

-

-

-

.59

.52

.78

.82

.66

.51

.46

.47

.57

.61

.71

.91

.98

.91

.85

.84

.79

.82

.85

.73

.67

.58

.66

.79

1.01

.95

' ^

. t.

1.01

.46

SEPT.

.82

.77

.79

.81

.85

.95

.94

1.09

1.06

.94

.64

.35

.36

.46

.60

.80

.85

.00

.02

.08

.09

.10

.14

.15

.09

.34

.41

.43

.34

.24

1.43

.35

ELEVATION, IN FEET, AT 0800 HOURS, MATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

1.25

1.54

2.38

4.65

2.78

1.67

1.15

1.00

.85

.83

.80

.86

1.09

1.16

1.14

.95

.72

.47

.31

-.15

.04

.14

.25

.55

.75

1.02

1.17

1.20

1.11

.96

.74

4.65

-.15

NOV.

.31

.90

.55

.58

.62

.63

.80

.54

.48

.54

.77

.83

.72

.75

.67

.64

.27

.37

.82

.60

.50

-.02

.20

.53

.55

.60

.65

.75

.30

0

.90

-.02

DEC.

-.10

.10

.53

.75

.05

-.21

_

_

_

-

_

-

_

_

-

.12

.34

.37

.24

.57

.75

.72

.80

.95

1.04

.91

.54

.29

.51

.49

.46

-

JAN.

.54

.64

.62

.46

.64

.71

.84

.95

.81

.49

.09

.21

.25

.23

.44

.34

-.76

-.26

-.18

.19

.38

.72

1.21

.76

.24

.39

-.12

-.13

.01

.23

-.39

1.21

-.76

FEB.

.24

.04

.22

.19

.39

.84

.74

.49

.39

.67

.54

.69

.53

.34

.45

.70

1.23

.91

.59

.34

.45

.02

.24

.53

.10

-.71

-.66

0

 

1.23

-.71

MAR.

.89

.94

.49

.13

-.21

-.65

-.50

-.77

-.62

-.63

-.48

.04

.06

.17

.26

.37

.73

.64

-.21

-.52

-.51

-.21

-.21

-.14

.13

.19

.07

.36

.35

.33

.45

.94

-.77

APR.

.34

.46

.52

.44

.39

.41

.21

.19

.27

. 32

.70

.91

.60

.54

.82

.20

.43

.38

.35

.05

.05

.22

.28

.34

.53

.42

.68

.06

-.08

.05

.91

-.08

MAY

.08

.15

.40

.30

.40

.28

.38

.47

.60

.70

.57

.45

.33

.62

.93

.98

.92

.79

.70

.64

.81

.78

.79

.90

.79

.97

.90

.89

.66

.65

.63

.98

.08

JUNE

.70

.72

.50

.41

.52

.62

.65

.85

.88

1.05

.05

.04

.04

.06

.05

.93

.84

.74

.75

.75

.85

1.00

.90

.93

.86

.90

.93

.98

1.03

1.05

1.06

.41

JULY

.85

.85

.80

.85

-

-

-

-

-

-

.

-

.40

.45

.30

.17

.02

.06

.15

.25

.30

.53

.77

.86

.90

.84

.65

.58

.70

.88

.95

-

.02

AUG.

.90

.45

.75

.90

.84

.98

1.01

1.04

.95

.80

.72

.68

.80

.85

.90

.62

.80

.86

.94

1.05

1.05

1.15

1.13

1.12

1.13

1.10

1.10

1.00

.91

.95 

1.10

1.15

.45

SEPT.

1.16

1.18

1.30

1.36

1.36

1.38

1.30

1.36

1.25

2.46

2.43

2.00

1.80

1.54

1.52

1.57

1.72

1.84

1.95

2.10

2.15

Z.18

E.OO

1.70

1.43

1.35

1.25

1.42

1.75

1.96

E.46

Lie
MISSISSIPPI FIVER DEITA

Location.--Lat 30 0 3C'48", long 91°45'04", in see.7, T.6 S.. R.7 E , Louisiana meridian, in first 

pier from west bank on bridge on U.S. Highway 190, half a ird l<= mrth of town nf Kritc Springs, 

0.6 mile upstream from New Orleans, Texas 5- Mexico Railway ^rldge, 10 miles upstream from Rpyou 

Courtahleau, and 42 miles downstream from confluence of Red River and Old River (head of Atchafalaya River).

Records available.--October 1934 to September 1064, October 1964 to September 1965 (gage heights 

orly).Gage Height records collected since 1932 at railroad bridge 0.6 mile downstream are contained in reports of Mississippi River Commission; records prior to that date on file in office of 

Missouri Pacific Railroad Co.

gage.--Water-stage recorder. Datum of gage is at mean Gulf lerel (datum of Corps of Engireers) , and 

0.03 ft belo» mean sea level, datum of 1929, supplementary adjustment of 1941 (levels tv Corps of 

Engineers). -Tuly 1, 1963, to Sept. 30, 1964, auxiliary water-stage recorder 35.6 miles upstream 

at datum 5.73 ft'above mean sea level.

Average discharge.--30 years (1934-64), 169,300 cfs (122,600,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 19R1-F5 are contained in the following

Water 

year

1961 

1962 

1965 

1964 

1965

Maximum

Date

May 51 -June 3, 1961 

Apr. 13-?0, 1962 

Apr. 6, 1963 

Apr. 3, 1964 

Apr. 21-23, 1965

Discharge 

(Ts)

500,000 

477,000 

396.000 

550,000

Qage height 

(feet)

54.20 

53.51 

30 . 59 

28.01 

30.0

Minimum

Date

Oct. 23-26, 1960 

Sept. 1, 2, 1962 

Sept. 30, 1963 

Juno 23, 1964 

Nov. 14, 1964

Diaeharp-t 

(cfs)

70.400 

80 . 900 

32,900 

a 25.000

Gage height 

(feet)

7.20 

v.21 

2.60 

b 1.08 

2.5

a Minimum 3aily. 

b Occurred July 16, 1964. 

c Gage igeheight freight record nnly. 

1934-65: Mayimum gage height, 39.4 ft (37.8 ft in gage well) Feb. 28, 1937; minimum, 1.

1934-64: Maximum discharge, 624,000 cfs Mar. 6, 1950; minimum, 17,400 cfs Nov. 4, 1939. 

Flood in May 1927 reached a stage of about 39 ft on outside gage, from information by Lou 

ana State Department of Highways.

ft

isiRemarks.-EecoT.tJs good. At times flow from Mississippi River is diverted into Atchafalaya River 

 £firmigh Old River control structure. Gage heights tabulated indicate elevations in the gage well. 

Due to drawdown around the pier in which the well is located, the water surface in the well is 

sometimes lower than that near the middle of the river. There is practically no difference_below 

a gage height of 8.0 ft, while at 26.0 ft it is 0.5 ft lower in the well and at 37.0 ft it is 

1.5 ft lower. Gage heights since '>tober 1964 havp been 9dlusted for draw-down around the pier 

in which the gage well is located.

QAQE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10 

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

8.9

8.8

8.7

8.6

8.4

8.4

8.4

8.3

8.3

8.2

8.2

8.2

8.2

8.4

8.4

8.2

8.1

8.0

7.8

7.4

7.4

7.2

7.2

7.2

7.2

7.3

7.3

7.4

8.7

8.9

7.2

NOV.

8.9

9.0

9.0

8.8

8.6

8.3

8.0

7.9

7.8

8.3

8.8

9.2

9.6

9.8

9.7

9.7

9.7

9.7

9.8

9.8

9.8

9.8

9.7

9.7

9.6

9.5

9.3

9.2

8.9

9.8

7.7

DEC.

8.8

8.7

8.6

8.5

8.5

8.4

8.4

8.3

8.5

9.8

11.1

12.1

12.8

13.2

13.6

14.0

14.5

14.8

14.9

15. 0

14.8

14.5

14.1

13.6

13.2

12. 6

12.2

11.8

11.5 

11.4

15.0

8.3

JAN.

11.6

11.8

11.8

11.9

12.5

13.0

13.7

15.2

16.3

16.9

17.0

17.0

16.9

16.8

16.3

15.7

15.0

14.4

13.9

13.4

12.9

12.7

12.6

13.1

13.8

14.2

14.4

14.6

14.8 

15.0

17.0

11.6

FEB.

14.8

14. S

13.9

13.1

12.2

11.5

11.0

10.5

10.1

9.6

9.4

9.4

9.6

9.8

10.0

10.4

11.3

12 . 6

13. 'l

13.9

15.2

16.6

17.2

18.2

19.0

19.9

20.9

 

20.9

9.4

MAR.

22.1

23.0

23.8

24.5

25.1

25.8

26.2

26.8

27.0

27.6

28.0

28.4

£8.8

29.0

29.2

29.9

30.4

30.6

30.9

31.1

31.2

31.5

31.6

31.6

31.8

32.0

32.1

32.5

32.7 

32.9

32.9

22.1

APR.

33.1

33.2

33.3

33.4

33.4

33.5

33.5

33.5

33.5

33.5

33.4

33.4

33.3

33.0

32.7

32.6

32.4

32.2

32.0

31.8

31.7

31.5

31.4

31.3

31.2

31.2

31.0

30.8

30.6

33.6

30.6

MAY

30.5

3U.5

30.4

30.3

30.2

30.0

29.9

29.9

29.9

30.2

30.4

30.6

30.8

31.0

32.3

31.5

31.8

31.8

32.0

32.2

32.4

32.6

33.0

33.2

33.4

33.5

33.7

33.9

33.9 

34 ' 2

34.2

29.9

JUNE

34.2

34.2

34.2

34.1

34.1

33.9

33.6

33.4

32.8

31.4

30.4

29.3

28.5

27.4

26.4

25.9

?5.3

24.9

25.1

25.6

26.0

26.2

25.4

25.2

25.4

25.4

25.4

25.2

24.8

34.2

24.8

JULY

24.4

23.7

2E.8

21.9

21.0

20.2

19.0

18.0

17.2

16.5

16. E

16.5

IE. 6

15.1

14.6

14.4

14.4

14.6

14.9

15.5

16.6

17.4

17.8

18.0

17.9

17.9

17.9

18.6

18.8 

19.3

24.4

14.4

AUG.

19.8

20.5

20.8

20.9

20.7

20. 3

20.0

18.6

17.9

16.7

16.4

16.1

15.9

15.8

15.7

15.6

15.5

15.4

15.1

14.9

14.8

14.9

15.2

15.5

15.3

14.7

13.7

12.9

11.9 

11.3

20.9

11.3

SEPT.

10.9

10.6

10.5

10.4

10.4

10.3

10.2

10.2

10.0 

10.0

10.5

10.8

10.8

11. 0

11.4

11.8

12.1

12.1

12.0

11.7

12.0

12.9

14.2

15. f

17.2

18.0

18.8

19.0

18.6

18.2

19.0

10.0

Note. r^age heights computed from once-daily wi adIngs 0.6 mile
GAGE HEIGHT, IN FEET. AT 0800 HOURS, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

NOV. DEC. JAN. MAR. APR.

17.6

17.0

16.5

16.5

16.4

16.5 

16.5 

16. S 

16.1 

15.7

15.3

15.1

14.9

14.7

14.3

13.5

13.0

12.5

12.1

12.1

12.4

12.7

12.9

13.1

13.3

13.0

12.7

12.3

11.9

11.5

11.4

11.0

11.0

10.7

10.5

17.1

16.8 

1H.7

21.9

21.5

20.8

20.5

20.3

18.8

19.4

19.2

18.9

18.4

17.7

17.2

16.7

16.5

16.6

17.2

18.1

19.7

21.3

22.4

23.2

27.0

27.4

27.7

19.7

19.9

20.3

20.7

21.6

19.4

19.5 

18.8 

18.Z 

16.9

1S.1 

14.8 

14.4 

14.0 

12.9

13.8 

12.7 

IE. 4

14.9

14.2

14.2

14.0

14.1

14.3

14.2

14.0

13.9 

13.5 

1Z.1 

11.E 

12.1

10.8

10.9

11.0

10.9

10.9

11.0

33.1

27.2

nee-daily wire-weight gagt readings

GAGE HEIGHT, IN FEET, AT 0800 HCURS, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

10.3

10.0

9.7

9.6

9.5

9.5

9.5

9.5

9.8

10.0

10.4

10.8

11.1

11.2

11.2

11.0

10.8

10.6

10.5

10.8

11.3

11.5

11.4

11.3

11.3

11.3

11.4

11.3

11.1

10.8 

10.5

11.5

9.5

NOV.

10.2

10.0

9.6

9.4

9.6

9.7

9.7

9.6

9.5

9.4

9.2

9.1

8.9

8.9

8.9

8.8

8.9

9.0

9.2

9.6

10.2

10.6

11.1

11.5

11. B

12.0

12.0

11.8

11.6

11.3

12.0

8.8

DEC.

11.2

11.6

12 .2

12.6

12.6

12.6

12.7

12.9

12.5

12.1

11.5

10.6

10.0

9.6

9.5

9.5

9.4

9.4

9.4

9.0

8.6

8.2

7.8

7.4

7.1

6.9

7.2

7.4

7.8

8.4

y . ^

12.9

6.9

JAN.

9.8

10.1

10.6

10.9

11.5

11.9

12.2

12.3

12.5

11.9

12.1

12.2

12.2

12.0

11.6

11.0

10.4

10.1

10.0

10.6

10.9

10.8

10.6

10.5

10.8

11.2

11.4

11.5

11.5

11.5

11.4

12.5

9.8

FEB.

10.8

10.2

9.7

8.8

8.8

8.6

8.4

8.1

7.9

7.9

7.9

7.9

8.3

8.8

9.3

9.3

10.3

10.7

11.0

11.9

12.0

12.0

11.9

11.8

11.7

11.4

10.9

10.4

 

12.0

7.9

MAR.

10.0

9.7

a. 7

9.7

10.0

10.2

10.6

11. 0

11.3

11.7

12.3

13.8

16.7

19.6

20.9

22.0

23.2

24.1

25.1

26.3

26.7

27.2

26.8

27.9

28.2

Z8.6

28.9

29.2

29.4

29.5

29.7

29.7

9.7

APR.

29.9

30.0

30.1

30.1

30.2

30.3

30.3

30.3

30.3

30.3

30.3

30.2

30.0

29.8

29.5

29.0

28.4

27.5

26.4

25.1

23.6

22.0

20.4

18.8

17.4

16.1

15.0

14.1

13.4

13.0

30.3

13.0

MAY

12.7

12.7

13.4

14.4

15.1

15.7

ie.s

17.3

ia.o

18.3

18.3

17.9

17.4

Ifi . 7

15.9

14.9

13.9

13.1

12.3

11.6

11.0

10.7

10.3

10.1

10.4

11.0

11.9

12.8

13.6

14.0

14.2

18.3

10.1

JUNE

14.3

14.2

14.1

14.1

14.2

14.4

14.4

14.3

14.2

13.8

13.3

12.6

11.9

11.1

10.5

10.1

10.2

10.4

10.8

11.3

11.7

11.8

11.8

11.8

11.6

11.4

10.7

10.1

9.5

9.0

14.4

9.0

JULY

8.6

8.3

7.9

7.7

7.4

7 . 2

6.9

6.8

6.9

7.0

7.0

6.7

6.4

6.2

S.9

S.7

5.6

5.6

5.6

S.7

6.1

6.4

6.7

7.1

7.3

7.4

7.5

7.7

7.9

8.1

8. c.

8.6

5.6

AUG.

8.1

7.9

7.7

7.4

7.2

7.0

6.7

6.S

6.4

6.3

6.2

6.1

e.o

6.1

6.0

5.8

5.5

S.3

5.2

5.1

5.1

5.0

4.8

4.5

4.2

3.9

3.8

3.9

3.8

3.8

3.7

8.1

3.7

SEPT.

3.7

3.8

z'.i 3. 7

3.7

3.8

3.9

4.0

4.0

4.0

4.0

4.0

3.9

3.8

3.7

3.6

4.0

3.8

3.8

4.0

4.0

4.0

3.8

3.6

3.6

3.7

3.6

3.2

3.1

2.7

4.0

2.7
MISSISSIPPI RIVER DELTA

7-3815. Atchafalaya River at Krotz Springs, La.--Continued 

OAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAX

1

2

5

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19 

20

2.1

22

23

24

25

26

27

2S

29

30

31

MAX

MEN

Noi

OCT.

2.6

2.4

2.4

2.8

2.8

2.8

3.0

2.8

2.9

2.8

2.5

2.7

2.6

2.4

2.3

2.3

2.5

2.6

2.5

2.5

2.5

2.4

2.6

2.8

2.6

2.7

2.6

1.9

2^3

3.0

1.8

^.--Gage

NOV.

2.5

1.7

2.3

2.5

2.8

2.7

2.7

2.6

2.3

E.O

1.5

2.0

2.1

1.8

1.9

2.2

2.6

2.6

2.7 

2.9

3.0

3.5

3.3

2.2

2.4

2.4

2.4

2.7

2.2

2.4

3.5

1.5

heights c

DEC.

2.7

3.0

2.8

2.6

2.6

2.6

2.8

3.0

2.8

2.9

3.1

3.4

3.4

3.4

3.6

3.8

3.9

4.0

3.9

3.8

3.7

3.6

3.5

3.4

3.2

3.1

3.0

2.9

2.4

4.0

2.4

oraputed :

JAN.

2.4

2.4

2.2

2.2

2.1

2.3

2.2

2.2

2.3

2.0

2.4

2.4

2.6

2.6

2.8

2.8

5.0

6.2

7.7

7.9

8.0

8.2

8.2

7.8

7.7

7.3

6.8

6.4

5.7

8.2

2.0

rom once

FEB.

5.6

5.9

6.3

6.8

7.5

8.0

8.1

8.1

8.1

7.9

7.7

7.4

7.2

6.8

6.5

6.1

5.9

6.1

6.4 

6.6

6.9

7.0

7.2

7.4

7.9

8.5

9.1

9.6

9.6

9.6

5.6

daily wi

MAR.

9.7

10.1

11.3

12.4

12.6

12.4

12.0

11.7

11.6

11.8

12.4

13.6

15.4

17.4

19.6

21.7

23.0

23.7

25.0

25.3

25.6

25.9

26.2

26.4

26.6

26.9

27.1

27.3

9 7 5

Zl'.l

27.7

9.7

re-weight

APR.

27.8

27.8

27.8

27.9

27.1

27.1

27.4

27.3

27.1

27.0

26.8

26.6

26.5

26.7

26.4

26.8

Z6.0

25.8

25.7 

25.7

25.7

25.4

25.3

25.0

24.8

25. 0

25.4

26.0

26.3

26.4

27.9

24.8

gage re a

MAY

24.7

20.0

18.8

18.2

17.8

17.2

16.4

15.1

15.2

15.8

13.4

12.4

11.9

11.1

10.6

10.1

9.7

9.5

9.3

9.0

8.6

8.3

7.9

7.5

7.7

7.4

6.9

7.5

7.3

7.3

24.7

6.9

lings 0.6

JUNE

7.0

5.6

5.1

4.7

4.5

4.2

4.8

4.4

4.1

3.3

3.0

2.4

3.3

3.0

2.1

2.4

2.3

2.8 

2.2

1.8

1.6

1.4

1.1

1.1

1.1

1.3

1.6

2.2

1.8

4.4

7.0

1.1

mile dow

JULY

4.0

3.8

4.1

4.0

3.6

3.3

3.1

2.9

3.2

4.4

4.1

3.4

3.2

2.6

Z.6

1.1

1.7

1.8 

2.0

2.1

2.8

3.1

3.2

3.3

3.3

3.2

3.3

3.5

3.4

3.1

3.0

4.0

1.1

astreara a

AUO.

2.9

2.9

2.8

2.6

2.3

Z.3

2.4

3.5

3.6

3.4

3.4

3.5

3.6

3.5

3.8

4.0

3.9

3.8

3.8

3.9

4.2

4.2

3.7

3.5

3.4

3.6

3.6

3.6

3.4

3.6

4.2

2.3

Td record

SEPT.

3.3

3.3

3.4

3.8

4.0

4.5

4.0

3.6

3.4

4.2

3.0

3.1

2.4

2.2

2.9

3.4

3.6

3.9

3.7

3.9

4.1

4.3

4.4

4.2

4.4

4.5

4.5

4.4

4.5

2.2

ed range

OAGE HEIGHT, IN FEET, AT 0800 HOURS, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAX

1

2

3

4

5

e

7

e

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

Wot

OCT.

4.4

5.0

5.0

7.5

9.1

9.9

9.7

9.2

8.5

8.2

7.8

7.5

4.8

6.2

6.5

6.4

6.2

5.8

5.1

4.1

3.6

3.2

3.6

3.8

3.8

4,0

4.1

4.2

4.2

4.O

4.0

9.9

3.2

e.--Gage

NOV.

3.8

3.8

4.0

4.2

4.2

3.8

3.8

3.6

3.4

3.4

3.4

3.3

2.8

2.5

3.1

3.4

3.4

3.4

3.6

3.8

3.4

3.0

3.2

3.5

3.9

 4.1

6.8

8.5

10.4

11.5

11.5

2.5

heights c

DEC.

11.5

10.0

8.8

10.0

10.8

10.8

11.2

11.6

11.9

12.2

13.1

15. 0

15.8

16.2

16.4

16.6

16.6

16.7

16.6

16.7

16.8

16.8

16.8

16.8

16.8

16.5

16.0

15.6

14.9

14.1

13.5

16.8

8.8

omputed f

JAN.

12.8

12.2

11.8

11.6

11.6

11.8

12.0

12.5

12.7

13.0

13.2

14.0

15.1

16.2

17.9

19.0

19.7

20.1

20.4

20.5

20.6

20.3

20.4

20.5

20.4

20.0

19.4

19.0

18.0

17.4

16.6

20.6

11.6

rom onceFEB.

16.0

15.6

15.4

15.1

15.6

15.8

16.0

16.0

16. 0

16.0

16.2

16.9

17.8

18.5

19.2

20. 3

21.5

22.9

23.8

24.7

25.4

26. 0

26.4

26.8

27.0

27.1

26.9

26.7

 

27.1

15.1

daily wir

MAR.

26.6

26.4

26.2

26.0

24.8

24.2

23.8

23.6

23.4

23.5

23.9

24.2

24.6

25.0

25.2

25.4

25.6

25.8

25.2

25.2

25.0

24.8

24.6

24.4

24.0

23.8

23.8

23.8

24.0

24.4

24.9

26.6

23.4

e-weight

APR.

25.4

25.6

25.8

26.2

26.6

27.0

27.4

27.6

27,8

28.0

28.4

28.5

28.8

29.0

29.1

29.2

29.5

29.6

29.8

29.8

30.0

30.0

30.0

29.9

29.9

29.9

29.9

29.8

29.8

29.8

30.0

25.4

gage reac

MAY

29.7

29.5

29.3

29. 0

28.7

28.1

27.9

27.6

27.2

26.7

26.4

26.0

25.6

25.2

24.8

24.6

24.1

23.8

23.5

23.2

22.4

22.0

21.0

21.2

20.4

19.9

19.3

18.2

17.6

17.0

29.7

16.5

ings 0 . 6

JUNE

16.1

15.8

15.6

15.8

15.9

15.9

15.7

15.5

15.1

14.8

14.6

14.4

14.4

14.6

14.9

15.3

15.7

16.1

16.3

16.4

16.3

16.2

15.9

15.5

15.1

14.7

14.4

14.1

13.7

13.5

16.4

13.5

mile dowr

JULY

13.1

2.8

2.6

2.4

2.2

1.8

1.4

1.0

0.6

10.6

11.0

11.6

12.5

12.8

13.1

13.1

11.2

10.2

9.8

9.4

9.0

8.8

9.8

10.4

10.6

10.6

10.4

10.0

9.8

9.6

9.6

13.1

8.8

istream.

AUO.

10.0

10.4

10.8

11.2

11.4

11.0

10.4

9.6

a. 6

7.7

6.8

6.3

6.0

5.9

5.8

5.6

S.6

5.7

5.6

5.5

5.5

5.5

5.4

5.3

5.2

5.1

5.1

5.0

4.8

4.8

11.4

4.8

SEPT.

4.9

4.7

4.6

4.3

4.3

4.9

5.0

5.1

5.3

5.4

6.5

8.8

10.0

10.0

10.0

10.0

9.2

9.8

10.4

11.0

11.4

11.8

11.9

12.0

12.0

12.0

12.2

12.4

12.6

13.0

13.0

4.3
MISSISSIPPI RIVER DELTA

7-3815. Atchafalaya River at Krotz Springs, La.--Continued

DISCHARGE, IN CU3IC FEET PEP SECOND, WATER YEAR OCTOBER 196C TO SEPTFH8ER 1">61

1

2

3 

5

6

7

c,

15 

17

18 

20 

21

MAX 

MIN

78,500

78.50S

72.8CO 

71,600

79, SCO

4,o23M

1961: TC

81,o CO

B7.0CC 

87,800 

87,800

86,200

87.8C-0

4,92bM

TAL 75,97

7J.1LC

9, ICC

138,000 

138, QUO

138,000

6,51'jM

125, COC 

120, COO

160, COJ

8.116M

131,000

125,00.j

119,000 

127,000

209,000

6,710M

31C.OOC

~-

380, OOC 

383, CCO

399,000

441, oco

21.230M

8, CCO

4,OCC

409,000 

359,000

391,000

472, COC

25,5<50M

409,000 

415,000

454, OCO

500, OCC

24, BOOM

500, OCC

310, O^u 

293, OOC

275,000 

271,000 

279,000

500,000

21.140M

24a,occ

157.CL.O

136, COO

35,000 

144,000

172.COQ

257,000

204.-".'

208, COO 

201,t.Cl

146, UOO

? 3=>, 000 

137,000

144, OCO

200,000

9.557M

5 2 , 60 0 

= 1 , 80 0

89,400

93,400 

°5,<5CG

101,000

108,000 

107,000 

104,000

109,000 

118,000

162,00"

184,000 

89 , 4?0

f>,«33M

1 

2

3

4

5

6

7

8

9

10

11

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

TOTAL

MAX 

MIN

160, OCC

154,000

152,000

153,000

154,000

154. OCO

154,000

150,000

146,000

141,000

137,000

136,000

132,000

128,000

125,000

122,000

118,000

115,000

115,000

117,000

119,000

121,000

122,000

124,000

122,000

119,000

116.000

113,000

4.135.0M

167,000

107,000

107,000

105,000

103,000

101, OOC

99.500

96,800

99.7C0

107,000

121,000

164, UUC

18<t,000

191,000

198, OOC

194,000

192. OCC

186, OOC'

178,000

172, OOC

166,000

164,000

165,000

172,000

182,000

202,000

223,000

239,000

251,000

4.725.0M

251,000

259,6 OC

254, C GO

248, CGC

240,000

232, COC

226,000

216,300

212,000

210,000

210, OoC

218, OOU

226,000

233,000

240,000

251, COC

278,000

288,000

297, HOC

302,000

307,000

314,000

321,000

327,000

330,000

336,000

340, COO

342,000

342 ,000

8.413.0M

342, juG

344,600

344,000

340,000

330, COO

321,000

311.COO

299,000

283,000

274, COO

261,000

244,000

244, COO

248,000

256,000

262,000

264, COO

274,000

278,000

282,000

287,000

288,000

288,000

288,000

288, COO

295, COO

304, COD

307,000

314,000

9.029.0M

344,000

336»,0<jO

344,000

352,000

356,000

361,000

367,000

370,000

372,000

374,000

374,000

374,000

374,000

370,000

365,000

361,000

356,000

354,000

361,000

352,000

344.0CO

338,000

330,000

325,000

321 ,000

318,000

318,000

 

_____

9.868.0M

374,000

327, OCO

336, DCO

346, OCO

356,000

365,000

374,000

381,000

385,000

385,000

392, OCO

410,000

424,000

430,000

433,000

430,000

430, OCO

433, OCO

440,000

454, OCO

458,060

454,01:0

450,000

447,000

447, OCO

450,000

454,000

450, OCO

450, OCO

12.75SM

458, OOC

458, OCO

462,000

462,000

462,000

466,000

469,000

469,000

473,000

473,000

473,000

477,000

477,000

477, COO

477,000

477,000

477,000

477,000

477,000

473,000

473,000

469,000

466, COO

462, COO

462,000

462,000

466,000

466, COO

466,000

14.075M

477, COO

462, OCC

458,000

454,000

450,000

440,000

427,000

413,000

402,000

385,000

370,000

342,000

328,000

314. OOC

300,000

285,000

272,000

259,000

250,000

242.000

236.000

229,000

226,000

222,000

212,000

202,000

194,000

186,000

180,000

9.737.0M

466,000

167,000

166,000

166,000

167,000

168,000

171,000

174,000

181,000

190,000

198,000

204,000

206,000

207,000

202,000

206,000

211,000

218,000

227,000

227,000

223,000

212,000

208,000

203,000

200,000

198,000

191,000

181, COC

168,000

5.813.0M

22 7,000

159,000

156,000

156.CCO

153,000

149,000

145,000

141,000

136,DPC

126,000

122.0C.O

120, OCO

123,000

127,000

131,000

137,000

133, OCC

125,000

122,000

121,000

120,000

119,000

120, OCC

126,000

137, OCO

140, OCO

140, OCO

138,000

139, OCO

4, 184. OW

163, OCC

141, COO

139,000

138,000

138,000

136,000

130,000

118,000

116,000

119,000

117,000

111,000

103.0CO

100,000

99,700

98.9RO

97,30u

95,700

93,400

91,300

89,200

87,100

B5.700

85,100

84,500

83,900

83,900

83,300

8^,700 

32,100

3.285.8M

142,000

80,900 

80,900

81,500

81,500

81,500

82,100

83,300

84,500

B5,7CO

87, ICO

88,500

91,300

93,400

<98,«OQ

104,000

106,000

106,000

106,000

107,000

07,000

09,000

09,000

08,000

08,000

110,000

109,000

108,000

106,000

104,000

2, 898. CM

110, OOC

CAL *R 1961: TOTAL 85,147,000 MEAN 233,300 CAX 500,000 MIN 84,700 AC-FT 168,900,000

HAT *R 1962! TOTAL 83,921,800 MEAN 243,600 MAX 477,000 MIN 80,900 AC-FT 176,400,000

rder record Oct. 1 to Jan. 30, Apr. 12-19.
MISSISSIPPI RIVER DELTA

7-2815. Atchafalaya River at Krots Springs, La.--Continued

UIS^HSKbt, IM C'JtlC FEET PES iCOJNO, *ATH YEAR DCTOBEP i<J62 TO SFPTFMBER l c

-t

7

1? 

13

ib

It 

I 1 

2}

21

22

2b

3. 

31

MAX 

MIH

AC-FT

i:i_, --

37,3.

-^6,5^^

iS.'j 1--

IwT.-l-v.

IIL.OLC

111.1.C104 f -^' u

137,1-C-C!

112, ^L^ 

114, (-C113, U0o

112, ~c;

L 1 2 , 0 G '.

IK,- j1 J7,-^0

IC^.OLIJ

c-:/-'

i":^:

" --

JH,I j

57. J-^

11'-, '-t 

111-, "'.;-

11-t, 0

LK, ^.i.

12-.- i

12*,. tJ

1 25,- :'_

35. 7? U 

^,7IL

34,5'il. 

« ,3^

S1,i>.t

iC3»i. ,

m"^'.

izr, , :

1 <- sj » - u "' 

105, C3S

lC7,i!JU

114. uO r. 

114, C^C

95 'J-?

 15,11.:

117,C<.0

T15,.J 0

?8,1C 

LIZ.'t j

I3e, :co

aec.'jc ^

320,0. J

353.3L.1

37t,3^ 

373,0: j

 

3Ef' 5 "

^C.nso

3 -4 , , ._. ^

302. OtC

322, CQ^ 

3ljG .GOC

27ft, CCO

177, C ?u

132.L-C 

128, COO

42,OCf

86,"T

84 T ?CO

21 ,000 

14,000

05.00C

04.nC-3

34, -TOO 

38,. 100

35.CPO

40, COO

24.COC

07.00C 

12.0CO

15.0CO

14.0CC

96,500 

92,7CO

B"9,9GO 

85, ICO

83.9CO

TC.BCO

79, LOO

77, 1HS

66,7uO

66,205 

69.0CO

72,300

81,500

85,103 

86,400 

37, ICO

86,400 

85, ICO 

83,900

82,l!>r

78,700 

75,800

73,000 

71.31Q

71,300

69,600

60,700 

60,200

59,100

58,600

50.3CO

46,200 

45. LOO 

44,600

SEPT.

44,600 

44,600

45,700

47,300 

48,800

4S.300 

49,300

46,000 

45,500

43,4CO

44,700 

45,100 

44,700

42,300 

42.300

40,600 

40,600

3<!,700

36,500 

34,800 

33,300

33,300

M Expressed in thousands

1

2

7

1 j

11

12 

13

14

17

21

2J 

ft

n

i > i'-.

31

TOTAL

«[,<

34, 50^

2q,2uQ

31,203

2-.2C2d, s Co

30'!"

28, ^C j

30, JO. 

2 7, LI. t

27, Ot ^

»: 5,:.

3., 5._"

34, tOi, 

3J.30T

3r,-,^'

37,diC

<«3, <rt

4S.300

-,7,4-v

4.. 40,

30 .I'-,!. 

34.lLi. 

1? ,' »' 0

3;,73C

6i,eec

87, ICC

61,500

71, COS 

71, 3C:

80,600

73.2CI.

32, Sou

34, ICO

_____

103,^,

158, O^C

265. :c;

3is. oo :

33C,<VO

341.JCO 

344, "Co

*PF.

346, c;?

3Z4.CC2

314, CCO

2?8,CGO

305. COO

322. COO

216,000

llf-.CCO

97,600

94.2CO

85,100

B1.80C

81.6CO

B1.2CO

65,100

47,GOf

30.60C

35,000

25, COO

31.600

54,700

45.5JO

38 ,8TO

23,300

23.600

43,100

42.6CO

40.703 

38,400

35,500

44,500

44, CCO

46,500

46,900

46.400

45,000

41,100 

44,500

SEPT.

42,300

43,300

57,700 

47,900

44,300

37, 700

46,000 

43,900

45,000

51,300 

53,200

45,400

53,200

1.411.2M

37,300

recorder record No
MISSISSIPPI RIVER DELTA

7-3318. Spring Creek near Glenmora, La.

Location. Lat 31°00'10", long 92°34'10", in SE^NE^- sec.4, T.I S., R.2 W., Louisiana meridian, near 

right bank on downstream side of bridge on U.S. Highway 165, a quarter of a mile upstream from 

Missouri Pacific Railroad Co. bridge, 2 miles north of Glenmora, and at mile 7.9.

Drainage area. 68.3 sq mi.

Records available. Annual maximums, water years 1954-56. March 1956 to September 1965.

Gage.--Digital water-stage recorder. Datum of gage is 63.28 ft above mean sea level (Louisiana Geodetic Survey bench mark). Oct. 23, 1953, to Mar, 6, 1956, crest-stage gage and Mar. 7, 1956, to 

Apr. 23 j 1964, graphic water-stage recorder, at same site and datum.

Average discharge. 9 years, 91.7 cfs (66,390 acre-ft per year).

Extremes..--Maximums and minimums (discharge in cubic feet per second, gage height in feet).

Annual maximum discharge (*) and peak discharges above base (1,100 cfs}, water years 1954-65

Date

May 4, 1954

Feb. 5, 1955

Dec. 20, 1955

Feb. 10, 1956

Dec. 13, 1956

Dec. 23, 1956

June 28, 1957

_

-

.

-

1700

0600

1530

* 1,960

* 1,490

* 1,590

1,220

* 1,330

1,190

1,260

Gage 

height

15.29

14.19

14.47

13.49

13.84

13.39

13.57

Date

Hov.

Nov.

Sept

Feb.

Dec.

Mar.

8, 1957

13, 1957

21, 1958

3, 1959

17, 1959

18, 1961

Sept. 13, 1961

Annual minimum

Water year

1956

1957

1958

1960

Date Discharge

Sept. 21, 22, 25-30 33

Oct. 8-19, 1956 33

Oct. 7-14, 1957 45

Sept. 20-23, 1960 e 42

Time

1700

240C

1130

1230

163C

1430

Z030

Discharge

1,690

* 2,160

1,260

* 1,220

* 920

* 1,450

1,450

discharge, March 1956 to

Gage height

a 4.74

b 4.76

c 5.12

f 4.84

Water year

1961

1962

1963

1965

Gage 

height

14.69

15 . 70

13.57

13.54

12.65

14.10

14.08

Date

Dec. 18, 1961

Dec. 25, 1962

Mar. 3, 1964

Apr. 18, -1964

Dec. 11, 1964

Mar. 1, 1965

Time

0300

0130

0600

0930

1300

1715

Disc

*

*

*

September 1965

Date

Several days

do.

Sept. 1, 2, 1963

Discharge

e 43

54

39

32

harge

1,860

* 920

1,350

1,690

1,590

1,900

Gage

height

15.14

12.62

13.79

14.73

14.44

15.19

Gage height

g 4.83

h 5.02

4.73

4.71

ed Sept. 21, 195£. 

b Occurred Oct. 17, 18, 19, 1956. 

c Occurred Oct. 13, 1957. 

d Occurred Sept. 30, 1959. 

e Minimum dally, 

f Occurred July 29, 1960. 

g Occurred Oct. 12, 13, I960, 

h Occurred Aug. 18, 19, 1962. 

1 Occurred Sept. 6, 1964.

1954-65: Maximum discharge, 2,160 cfs Nov. 13, 1957 (gage height, 15.70 ft). 

1956-65: Minimum discharge, 32 cfs Oct. 29 to Hov. 5, 1963, Sept. 6, 7, 8, 9, 10, 1965; minimum gage height, 4.70 ft Sept. 6, 1964.

Maximum stage known since 1886, 20.5 ft in May 1953; flood in June 1886 was similar, from floodmarks and information by local residents.

Remarks. Records fair prior to October 1961 and good thereafter.

DISCHARGE, IN CUBIC FEET PER SECOND, MARCH TO SEPTEMBER 1956

1

3

4

5

6

7

8

9

10

11

12

13

1*

16

17

18

19

20

21 

2

2 

2

2

2

2 

28

29

30

TOTAL 

MEAN

MIN

CFSM

IN.

AC-FT

 

75

100

2CO

150

92

86

81

76

73

175

9?

86

78

206

208

102

86

78

76

186 

111

89

81

78

70

106

70

1.55

1.70

0,540

70

70

86

195

158

94

84

86

84

78

78

76

76

73

70

70

70

70

70

70

68

68

68

68

80. 6

68

1.18

1.32

<t,800

68

70

68

68

68

66

66

66

68

66

66

66

66

66

63

63

63

63

63

63

61

61

63

66

65. L

61

.053

1. ID

4,000

70

61

61

61

61

61

61

63

68

63

61

61

61

61

72

65

70

63

59

54

54

54

54

54

60.6

54

.887

.99

3,600

52

52

52

52

50

50

50

50

50

50

48

48

48

48

48

48

sn

48

50

52

48

47

47

45

49.2

45

.720

.83

3,020

47

47

45

44

44

44

43

43

42

42

42

42

42

42

41

40

40

42

42

39

39

39

40

41

42.0

39

.615

.71

2,580

42

42

41

39

39

38

36

36

36

36

36

36

36

36

35

35

35

34

34

34

33

33

33

33

35.9

33

.526

.59

2,140
MISSISSIPPI RIVER DELTA

7-3818. Spring Creek near Glenmora, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1956 TO SEPTEMBER 1957

2 

3 

4 

5

f>

7 

8 

9

11

15

16 

17 

18

21 

22 

23 

24 

25

28 

29 

30 

31

MEAN 

MAX

MIN

CFSM 

IN. 

AC-FT

33

33

33

33 

33

38 

38 

38 

38 

38

40 

41 

43

35.9

.61

2,210

47

45

65

44 

40

43 

43 

40

40

4O 

40

.74 

2,710

4C

42

100

92 

318

105 

692

500

70 

68 

66

3.17 

11,550

61

59

56

56 

56

56 

59

59

61 

59 

59

i.oi

3,670

54

52

50

63 

92

81 

70

68

::::::

1.00 

3,660

70 

68

70

73

56 

158

89

212 

346

327

61 

56

2.25 

8,150

68

83 

81

59

164

68

63

92 

76

l.°3 

7,020

61

59

56 

56

54

54

52

50

50 

50

.°7 

3,530

88 

63

54

63

56

52

50

59

665

788 

188

1,200

2.74 

10,020

84 

73 

7f>

66

61 

61

68

59

54

54

5f 

48 

48

114

1.09

3, 9flO

48 

47 

47

47

47 

47

45

44

43

43

42 

42 

42

48

. 76

2,760

5- 

59

5C

47

47 

67

48

48

48

S 1" 

48

48

52 

48

48

94

.783 

. 87 

3,180

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER LQ57 TO SEPTEMBER 1958

1

2 

3 

4 

5

6

7 

8 

9 

10

11 

12 

13

15

16 

17 

18 

19 

20

21 

22 

23 

24 

25

26 

27 

28

30 

31

MEAN 

MAX 

MIN

CFSM 

IN. 

AC-FT

47 

47

47 

47 

45 

45 

45

45 

45 

45

583 

210 

86 

70 

66

220 

180

86 

70

61 

59

88.4 

583 

45 

1.29

1.49 

5,430

54 

52

600 

1,020 

1,610 

1,020 

229

123 

103 

946

213 

156 

233 

520 

260

520 

395

228 

168

129

419

52

6.84

24,930

120 

114

111 

249 

298 

166 

123

106 

98 

95

89 

86 

86 

101 

208

89 

92

103

152 

117

138

86

2.33

8,490

86 

84

84 

84 

81 

78 

78

81 

95 

141

92 

84 

81 

78 

81

150 

130

85 

80

108

78

1.82 

6.660

70 

70

75 

76 

73 

70 

84

95 

78 

76

135 

95 

8L 

76 

73

78 

81

87.2

70

1.33 

4,840

73

98

224 

319 

198 

180

108 

100 

120

86 

89 

132 

95 

84

81 

78

280 

156

183

73

2.55 

9,290

100 

98

92 

89 

89 

187

197 

108

168 

103 

86 

81 

78

76 

78

70 

68

68

2.00 

7,260

139

98 

81 

76

70

102 

68

63 

63 

70 

78

95

95 

70

ira

86 

78

78

63

1. 60 

5,850

70

70 

130 

86 

73

68 

68

70 

68 

68 

99 

81

70 

L59

66

63 

59

56

1.26 

4,500

56

54 

59 

69 

102

59 

56

54 

54 

54

56 

54

54

59

56

56 

54

52

.857

3,600

56

52

50 

50 

52

52

52

5C

50 

50 

50 

48

54 

59

565

159 

86

68

48

1.24 

1.43 

5,200

61

61 

75 

127 

68 

61

61

63

63 

66 

66 

66

1,160 

555

92

81 

76

68

61

2.01

2.24 

8,160
MISSISSIPPI RIVER DELTA

7-3818. Spring Creek near Glenmora, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1O58 TO SEPTEMBER 1O5O

DAY

1 

2 

3 

4 

5

6 

7 

8 

9 

10

11 

12 

13

16 

17 

18 

19 

20

21

23 

24 

25

28 

29 

30 

31

MAX 

M1N

CFSM 

IN. 

AC-PT

OCT.

612 

277

84

70 

70

68 

68

63 

63 

61

61

61

59

56 

59 

59

612

56

NOV.

56 

56

54

b4 

54

61

61

56

54

54

92

66

92 

54

DEC.

63 

61

59

66 

61

59 

59

59

74

68

61 

59

80

80 

59

3,820

JAN.

98 

76

61

59 

59

70 

66

95

89

68

61 

274 

395

395 

59

FEB. MAR.

217

5C7

9B

100 

13B

117

1CD

84

Bl

1C3

78

1,160 

78

11,360

76 

73

98

89 

34 

81

78

73

76

70

70

68 

70

63

379 

66

5,850

APR.

76

70

111

138 

256 

224

81

222

138

155

95

89

84 

81 

81

116 

256 

63

MAY

78 

78

74

80 

9C 

IOC

73

73

76

78

100 

232

86 

78

68

84.5 

232 

66

5,200

JUNE

68

66

66 

111

IBS

73

63

59

59

59 

56

56 

54 

54

70.8 

IBS 

54

JULY

54

59

54

52 

52 

52

50

52

54

52

61 

68

76 

59 

54

56.8 

86

AUS,

52 

52

5C

 iC 

5P 

5C

59

63

56

52

54 

56

54 

52 

52

53.6 

64

50

SEPT.

50 

52

54

54 

52 

52

50

5C

50

 50 

50 

50

5C 

50 

48 

48

48

51.8 

63

4B

.75B 

.B5 

3.0BO

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1059 TO SEPTEMBER 1960

DAY

1 

2 

3 

4

5

6

7 

8 

9 

10

1 

2 

3 

4 

5

6 

7 

8 

9

0

1 

2 

3 

4 

5

6

7 

8 

9 

0 

1

MAX 

MIN

IN. 

AC -FT

OCT.

80 

59 

50 

50

52

50

48

4B

48

52

90 

61

52 

52

50

50

0 

0 

0 

8 

8

B 

0 

8 

8 

C 

9

90 

4S

.89 

3,250

NOV.

52 

48 

48 

50

48

48

47 

47

47

47

48 

48

47 

47 

47

47

45

45

47 

47

48

48 

48 

48 

48

45

.78 

2,830

DEC.

50 

52

52

52

52

54 

54

62

63 

61 

61

222 

845 

425

89

76 

70

68 

66

63 

63 

63 

61 

61

50

1.79 

6,520

JAN.

106 

120

144

284 

210

89 

78

73

70 

73 

89

84 

273 

434

103

86 

78

73 

73

0 

0 

8 

0 

0

68

1.09 

7,260

FEB.

68 

66

219

98 

81

70 

68

66

70 

73

B4

159 

152 

150

140 

284

108 

150

191

1C8 

B9 

84

1.B4

6,730

MAR.

81 

238

216

100 

92 

86 

84 

81

81

73 

73 

168

237 

129 

95

73

70

100 

73

70 

92 

89 

B6 

78

1.97 

7,200

APR.

68 

70

70

68 

66 

63 

61 

61

61

61 

59 

59

56

56 

56

54 

54

54 

54

54 

52 

52 

54 

63

.9B 

3,560

MAY

54

52

56 

70

101 

114 

93 

63 

59

56

54 

54 

54

52 

52 

52

52 

52

50 

50

50 

50 

50 

48

48

.18 

3,560

JUNE

48 

48 

48 

48 

48

48 

48 

52 

52 

48

48

48 

50 

48

48

48 

48

47 

47

47 

52

59 

50 

50 

48 

48

.80 

2,900

JULY

48 

48 

48 

50 

48

48 

52 

50 

48 

4B

48

48

50 

50

54 

50 

52

48

48

47

4B

47 

47 

45 

45 

45

.82 

2,990

AUG.

47 

45

7 

4

7

7 

C 

0

e

7 

8

5

0 

8

50 

48 

47

55 

5C

60 

55

9C 

15f

45

50

3,530

SEPT,

75 

65 

60 

55 

52

5C 

48 

48 

47

46

45

45 

44 

44

44 

43 

43

42 

42

45 

42

45 

6n 

IOC 

81 

70

.84 

3,080

Note.--No gage-height 8 to Sept. 30.
MISSISSIPPI RIVER DELTA 

7-3P18.-Spring Creek near Glenmora, La.--Continued

I

11 

it

111 

14 

1=

17

^1

t3

27

rtfcAN

HIM 

CFl.fl 

IN.

CAL Yl

 *5 

45

45

43

A3 

43

133

47 

47

 ,7

47

5b.7

.bh

1?6C: T

^4

 ^

 .fl

47 

47

 »7

47

4fl

4,

5. 

5u

52

*"'

50.5

47 

.74

TAL 27,,,

«

bL

ol

-5 

144

155

73

54

5i

48

td

I.JQ 

Ib5

1 C

48 

1.47 

l.eS

1 »

SIC FEcT

5« i

1C 3

D 6

<=50

fcou

121.

141 

117

100

Si

110

;ai

i3C

117

106

95

B

£27

3.32

EAN 129

PER SECO

Bo

84 

81

81

117

186 

235

173 

126

lOo

108

1^1

73

2.80

MAX

JO, WATER

123

e=>

E4

272

52

SB

180

114

106

102

371

sei

765

?80

68 

4.11

,370 f

»f>9

144 

125

120

2CO

103

86 

86

84

81

SI

125

81 

1.84

HER 1900

144

(31

£9

ftB

124 

78

68 

66

77.6

63 

1.14

TO SEPTE

63

63 

61

61

108

a?

14T

70 

82

81

68

105

61 

1.54

IBER iset

61

70 

03

12S

95 

86

121

84

68

78 

130

66

66

04.9

59 

1.39

63

59 

59

61

05 

61

86 

66

56

59 

54

66 

66

62.1

54 

.91

56

56

56

68 

56

1,060 

208

111

84

78

68 

68 

66

69 

63

184

54 

2.70

80

DISCHARGE, IN CUBIC FEET PER SECOND, WATEK YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

5

11

13

17

\

J

2~- 

3: 

31

MEAN

Hln 

ChS« 

IN. 

AC-FT

CAL Y

63

<>L

59

is

5-9

5ft 

5e

56

5d

St

So

5e 

54

5o

57. ^

54 

..5

. ;B

1 ?o 1 : T

56

76 

7C

<>3

59 

39

bl

23 

15

!>9 

17

73

1Z5

61

76

"'nu

l.Bi

jTAL i3, -

70

66 

7t,

76

81 

123

150

4B5 

228

257 

1,110 

1.73C

i5B

145 

12?

11/8

UL

K'U

*.5S

00

1

1 f

= 6

131 

266

254

120

111

100

93 

U4

2^5 

159

222

^40

135 

126

178

J06

162 

117

171

S3

EAN 148 

EAN ICO

111

1C3 

10C

96

56 

96

90

90

120

100

S8

06

129 

111

96 

93

______

101

<iC

MAX 

MAX S

96

90 

88

86

86

86

81

93 

90 

86

84

81

79

79 

77

77

2CO

B-.a

77

,73C f 

,73C f

103

86

81 

81 

108

154

88 

84

81

182

108

86 

SI 

79

77

74

74

117

1C8

BS

132

74

IN 54

190 

222

123

90 

84

79

74 

74

72

70

70

70 

68 

^8

68 

68

68

66

66

66 

68 

7C

81.4

66

79 

77

72

118 

84

77

68 

68

66

70 

176

68 

73 

437

131

88

72

68 

68

99 

86

102

66

111

74

70

68 

66

66

64 

64

64

62 

62

62 

62

60

60 

60

66 

68

60 

60

60 

6C 

58

64.6

58

58 

58

58 

58 

58

58

58 

56

56

56 

56

56 

56

56

56

56

56 

56

84

60 

58

472 

494 

108

87.4

56 

1.28

79 

70

68 

66 

64

68

257

ISO

79

68 

66

64 

64 

62

60 

60

60 

60

60

60 

60

58 

58

78. 4

58 

1.15
MISSISSIPPI RIVER DELTA 999

7-3818. Spring Creek near Glenmora, La. Continued

DISCHARGE, IN CUBIC FEET PER SECONOi WATER YEAR OCTOBER 1<S62 TO SEPTEMBER 1363

1

a

10

11

12

It

16 

17

19

21

22

2* 

25

26 

27

28 

29

30 

31

TOTAL 

MfcAN

MIN 

CFSM 

IN.

c6 

5S 

58

58

56

5U

58

5B

58

62

6j

107

60

52 

52

52

52 

52

52 

I,t25

.86

52 

52 

52

52

52 

52

52

5?

52

5t

8b

02

58

58

66 

67

.93

5a 

58 

58

58

5tj 

58

58

5H

58

131 

69

523

563

176

140

1L9

1.92

iC

89 

97 

112

86

76 

72

72

72

187 

124

92 

b4

82 

72

79

1.63

1EAN 92.3 

1FAN 65.5

79 

76 

12

69

67 

64

67

62

115

69

21,1

ie?

118 

84

1.53

MAX 

PAX

238 

147 

1C6

97

s;

82

76

72

t2 

62

62 

62

58

1.34

63 C 

63 ! 

58 

58 

58

56

62

54

52 

52

52 

52

.6'. 

IN 52

5C

50

64

50

48

52 

54

5u 

48

48

48 

46

.85 

CFSM

4<> 

46 

46

46

44

44

44

50

48

46 

44

44 

46

.74

.35 It,

54

52

60

44

44

44 

42

42

42 

'2

£2 

67

46

42 

42

.7C

18.34

42 

4? 

47

41

41

41 

41

41

42 

42

40

40 

4C

4C4-~

C-FT 66,

4f 

4C 

41

4C

42

41

4]

42 

41

41 

41

41

4f

HO

1

3

5 

7

1C 

H 

13

14 

15

IB

i:-

iL

^

MEAT.

MAX 

MIN 

CFSH 

IN.

4J

4b

4 1.

4L

40

*-

3-3

^

34

-'-

 

.5 =

-

41

4C

41

40

38

 *e

42

52

.6,

41

41 

41 

41 

41

41

44

6,

44 

44

92

5b

4b

,4

.33

2

42

76

58 

95

1C9

62 

54

4d

8".

b4

58

1Z6

62

1.33

1EAM 57. L,

Su

54

52

SO 

50

52

bC

52

57

4H

89

6 ;

!HS

MAX

7/1

112

34

74 

72

Bo

f 7

13;

-7

72

74

0.

2.tl

32' t

60

75 

138 

82 

72 

64

62 

60

124

1.53C

112

-54

111

508

415

3.70

IN 32

85

72 

71

67

66

.4

61 

61

60

59

57

59

1.14

CFSM

57

53 

57 

52 

51 

51

50 

50

49 

48

48

46

45

45

4-

-.so

.83 IN

I-8EP I^t4

56

43

4? 

42

41

42 

42

42

4?

4»

45 

43

43

.77

11.33 «

41 

41

41

2 

2

47 

41 

41

46 

43

42 

41

47

4C

38

36

41,. 5

.59

'5 

35

33

37

37

37

18 

38 

38

3«

51 

42

41

40

4C

5C 

78

5:

1,239 

41.3

76

.60 

.67 

2,460
MISSISSIPPI RIVER DELTA 

7-3818. Spring Creek near Glenmora, La.--Continued

1

H

7

1

It 

17

It

1-

"

it.

TOTAL

Mtul 

MAX

CFS^ 

IN.

AC-FT

 ,

41

4

3"

3 1

J8

37

1 , i : -:

.57

In

3

37

-"

3d

si

43

144

i

""'

<,;*:

~->l

4.

,26

1 <:

"

62

;s

35

'"

2. 54

 :

"

52

3]

-

52

01. L

l.U* 

3,75^

47

151

1- j

7 '

-7

14-

221

 

1L4

5,7'-L

1S7

74

7-

t 4

*.

"',

It-t

i. I'- 

ll. 3

,48' f

7-

70

53

47

4fr

4'

1 ; J ! 3

IN '-!

44 

4S

41

41

41

,1

:r

-3.X

.73

43

-4?

41

40

43

41

42

41.7

.68

.'^6 IN

42

42

3«

3"

%

41

"**

4...

37

36

if.

38

37

47

36

35

42

3ft

»"'

33

33

33

32

-I

SI

43

41 

41 

41

ir-

.74

.e?
MISSISSIPPI RIVER DELTA 1001

7-3820. Bayou Cocodrie near Clearwater, La.

Location.--Lat 31°00'00", long 92°28'46", in NW-jSW-J- sec.4, T.I 3., R.I E., Louisiana meridian, on 

left bank just downstream from bridge on U.S. Highway 167, 1,000 ft downstream from Bayou Cocodrie 

Dam, 1.0 mile downstream from Chicago, Rock Island and Pacific Railroad Co. bridge, 1-| miles east 

of Clearwater, 4 miles south of Meeker, and 5 miles downstream from Hurricane Creek.

Drainage area.--S40 sq mi.

Records available .--May 1922 to January 1925 (published as ''near Meeker"), October 1937 to September 

1965. Monthly discharge only for October 1937, published in WSP 1311.

Gage. Water-stage recorder. Datum of gage is 40.00 ft above mean Gulf level (datum of Corps of 

Engineers). May 1922 to January 1925 staff gage 500 ft downstream at datum about lj ft lower, 

October to December 1937 at present site at datum 40.00 ft lower, and Jan. 1, 1938, to Mar. 28, 

1940, at present site and datum. Since Jan. 23, 1945, auxiliary staff gage 6.6 miles downstream 

at datum 35.10 ft above mean sea level (Louisiana Geodetic Survey bench mark).

Average discharge .--.30 years (1922-24, 1937-65), 414 cfs (299,700 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained in the following

year

1961 

1962 

1963 

1964 

1965

Date

Apr. 1 1961 

Bee. 20 1961 

Jan. 22 1963 

Apr. 20 1964 

Dec. 13 1964

Maximum

Discharge 

(cfs)

1,560 

1,430 

1,060 

2,190 

1,590

Qage height 

(feet)

18.69 

18.11 

15.72 

20.14 

18.77

Date

Oct. 18, 1960 

Aug. 9-20, 1962 

Sept. 2, 1963 

Oct. 9, 1963 

May 16, 1965

Minimum

Discharge 

(cfs)

78 

92 

54 

52 

60

Qage height 

(feet)

.35 

a .78 

.72 

.65 

.86

a Occurred Aug. 14, 1962.

1922-25, 1937-65: Maximum discharge, 28,200 cfs May 18, 1953 (gage height, 26.72 ft); reverse 

flow Nov. 13-15, 1922, probably caused by heavy rains in basin below station; minimum discharge 

unaffected by backwater or temporary diversion upstream, 50 cfs June 18, 1960.

Remarks. Records fair prior to September 1963 and good thereafter. Slight regulation at low flow by 

Lake Cocodrie (usable capacity, 9,000 acre-ft). Storage began Jan. 23, 1959.

Revisions (water years).--WSP 1211: 1938, drainage area.

DISCHARGE, Iti CUBIC FEET PEP SECOND, WATER YEAR OCTOBER 1960 TO SEPTEHBEP 3961

DAY

1

10 

11

15

10

17 

18

21

26

30

TOTAL

KIN 

CFSM 

IN. 

AC-FT

112 

10*

102 

117

88

64

BO 

80

150

132

270

.53 

.61 

7,840

598

480

174

122

1.10 

1.22 

15.64C

117

U7

53C

1.55

1.7B

938

1.300

4.69 

5.41

,93

720

3.39 

4.15

,1^0

854

4.77

5.50

 

,5ao

9f,2

4.28 

4.77

MAY

62C 

5^8

4PO

221

168

620 

141 

I. 18 

1.36

132 

127

88

188

49<>

675 

88 

1.23 

1.37

JULY

565 

519

34

316 

289

263

P66 

842

6 = 8 

6B6

S26 

263 

2.*4 

3.04

842

P4? 

818

746 

722

664

41C 

400

298

316

842 

223 

1.97 

2.27

Zc° 

20? 

20?

181 

174

174 

168

576

326 

914

990

782

710 

5S3

3»0

15,318

121, 

168 

2.13 

2.37
MISSISSIPPI RIVER DELTA 

7-3820. Bayou Cocodrie near Clearwater, La.--Continued

5

7

14

10 

i 7

1 < 

21

31

MAX 

MIN

CFSM 

IN.

L'

2^

17-t 

io?

15-

1 = 5

-U7 

11 v

K2

ii.0

L^2

,7L

.62

L'.H

I.;.-1

luZ

it- 7

5. 7

75s

«c

,u

75 =

L.S3

35: 

.1?.

25L

,50

l,-»,-'L 

I ,3SL

1..8C

>70

3.52

1.1.4C

";

v,c

,,8

1,^50

4.65

930 

= 14

-If o

32.

77-

07-i 

620 

56S

593

5SE

-I,"

-'Ta

33J

2S;

261

24'j

3,3

2"

296

1.3<t

53C

tso

b2C

782

732

770

806 

818

770

598

B16

3.C2

3 t62

818

819 

S' 6 

782

710

598

3S2 

346

202

813

l.r.O

232 

232

286 

332

230

260

22C 

230

240

230

270 

450

470

291

500

1.35

310 

320

nc

3CO

260

230

!87 

177

its

156 

148

140 

132

128

128

128 

128

116

188 

320

11'

108 

KB 

1C4

98

92

92

92

32 

108

LOO

104 

L3t

364

111

364

.53

' "

450 

41 0 

373 

337

3C?

337

328 

302

239

192 

1R2

172 

164

148 

144

12C

255

460

1.06 

1.18

--No gage-height record Nov. 29 to Jan 18, June 5 to July 9.

DISCHARGE, IM CU81C FEET PER SrCOND, WATER YtAP OCTOBER !Sb2 TO SEPTEMBER 1563

5 

7

a

1 1 

it

12 

13

14

15

17

2u

21 

22

23 

24

^7

31

ME it) 

MAX 

KIN 

CFSrt 

Il\.

123

liC 

95

52

«

U3

K3 

ItC

ie.j

18b

165 

L6-'

15C

120 

.5C

14L

11 1

115

lie

,4

'-i

2bj 

27C 

27U 

270

2<,^

278

239

Z-.2

192 

1ST

:5t

L4d

1-4

36L

t 75 

77^

r--s

t .6 ciB

It4

= 26

C C2

876

tiC

57i.

ItCSC

i,:sl.t2C

-on

 i7(J 

3.62

---

770

746 

710

t3'j

320

71')

66J 

67^,

63-

Bf.ij 

313 

2.55

57o

505 

554

3B2

310

247

233 

215 

2C6

194

176 

17 U

15d

*°~ 

158 

l.M

131

143 

149

122

108

104 

104

101 

?4

31

"8

149

te

.4 =

88

84 

84

84

84

SI

PI

 18

108 

1G8 

10S 

106

= 8

9fl 

3d

el

1C3

.37

71

71

66

64

60

66

M

58

58 

b"

70 

65 

65 

72

7f

64

66

ICC 

56 

.28

210

220 

220

210

200 

180

143

128

1CS

88

83

84

130

188

188 

182

176

220 

84

 ^ 

52

34 

22

14

06

98

93

78

71

62

6P

60

68 

68 

66

60

58 

60

58

164

5^ 

.35

58

60 

60

68 

68 

IS 8

62

62

84

94 

119

116

98 

88 

SI 

76

63

68 

66

75.2 

128 

56 

.31

WflT Yf. 15t,= : TOTAL ^fiZDS MtAN 25^
MISSISSIPPI RIVER DELTA

7-3820. Bayou Cocodrie near Clearwater, La.--Continued

,ISCHARbE, IFi CUBIC FtET PER SfcCONU, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

1

I

3

5

7

f

{

U

12

14

It 

17

1, 2'

21

25

27

28

31

MSX

rtIN

IN. 

AC-FT

|-

54 

54

«

60

5b

.28

,6

Ii2 

17fr

lHi

131

122

158

d 5>-

«0

2C>, 

1R6

17b

t7u

41C

3<-Q

Z6C

1.51

J20 

35S

710

576

2.**

362 

373

 »1Q

1.49

,360 

,320

ace

7U

4.87

420 

391

1.720

4. 68

1.3CC 

1,260

818

470

391

3<U

4.61

233 

212

104

96

86

98

88 

88

84

.73

152

143 

128

84 

81

81

81 

76

96

116 

152

2C6

71

.54

200

164 

158 

149

114 

146

182

188 

182

164

128 

116

98

200

98

.73 

9,290

91 

86 

81

76 

81 

81

68

60 

62

88

104

101 

96

86 

81

78 

114 

149

188 

60

.41 

5,240

DISCHARGE, IN CUBIC FtET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

CAY

1

2 

3

5

6 

7 

8

U

LJ

17

IB

2C

21 

/2

23 

2<t 

25

27

20

2 =

31

MEAN 

MAX 

MIN 

CFSM

OCT.

^Cu -!" 6

262

254 

24C 

226

1?

104

152

11-

111

90 

94

as

84 

78 

78

81 

61

81

144

262

NOV.

78

76

74 

91

8E

BE

38

137

146 

14P

158

173 

3tt

7 = 4

7,,

DEC.

734

664

598 

543 

48C

,590

,3?<- 

,361

,30C

,130

,02u

951.

1.5JC

JAN.

e&6

B30

806 

782 

746

50 C

328 

302

254 

24 C

43C

391 

364

278

<U4

FEB.

262

219

200

188 

182 

182

746

b75

631

521

48U

500

587 

565

758

MAR.

890

,340

,300

,270

,220 

,180

,040 

958

974

 514

8<=0

830 

794

631

510 

470

4CO

1,340

APR.

400

400

355

319 

302 

278

200 

188

176

158 

146

128

119

108 

101

106 

108

410

MAY

98

88

81

78 

76 

71

64

64

62

64 

68

74

78 

84 

78

76 

91 

116

164

164

JUNE

64

58 

46

22

116 

108

104

86 

Bl

74 

68

66

74 

68

64

64 

64 

64

68 

71

68

164

JULY

68

74 

78

81

74 

68 

74

81

71

68

76

84

81

74

86

SI

68 

74 

76

76 

78 

Cl

101

1C8

68

AUG.

98

94 

86

76

81 

122 

131 

101

66 

64

94 

101

108

108 

98

84

98 

98 

91

74 

68 

64 

64

68

131 

64

SEPT.

84

94 

91

88

91

86 

81 

78

141 

194

233 

226

194

164 

164

164

278 

262

254

226 

212 

200

188

278 

78 

.70

1.98 IN 26.98 AC-FT 345,300
MISSISSIPPI RIVER DELTA

7-3825. Bayou Courtableau at Washington, La.

Location. Lat 30°37 1 05", long 92°03'20", in lot 81, T.5 S. , R.4 E. , Louisiana meridian, near center 

of span on downstream side of bridge on State Highway 10 at Washington, a quarter of a mile 

upstream from Texas and New Orleans Railroad Co. bridge, l£ miles upstream from Bayou Carron, 

3j miles downstream from confluence of Bayou Cocodrie and Bayou Boeuf, and 6 miles north of 

Opelousas.

Drainage area. 715 sq mi (see Remarks). 

Records available. July 1946 to September 1965.

Gage. Digital water-stage recorder. Datum of gage is at mean sea level (Louisiana Geodetic Survey 

 iJench mark). Prior to Aug. 23, 1948, wire-weight gage and Aug. 23, 1948, to Ocb. 22, 1964, 

graphic water-stage recorder, at same site and datum. Auxiliary digital water-stage recorder 

3-f miles upstream. Datum of auxiliary gage is at mean Gulf level (Corps of Engineers bench 

mark). Feb. 25, 1947, to Feb. 28, 1949, auxiliary staff gage 3| miles upstream at same datum, 

Feb. 28, 1949, to Oct. 22, 1964, auxiliary graphic water-stage recorder at present site and 

datum.

Average discharge.--19 years, 1,011 cfs (731,900 acre-ft per year).

Kxtremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following table:

year

1961 

1962 

1963 

1964 

1965

a Occu 

b Occu

Date

Mar. 23. 1961 

Dec. 24J 1961 

Jan. 23, 1963 

Apr. 22, 1964 

Mar. 6, 1965

rred Mar. SO, 961. 

rred Dec. 19, 961.

Maximum

Discharge 

(cfs)

5,490 

4,890 

3,920 

5,150 

4,790

Gage height 

(feet)

a 28.34 

b 27 23 

c 26.63 

e 27.09 

g 27.57

Date

Oct. 3, I960 

Aug. 9, 1962 

June 16, 1963 

July 19, 20, 1964 

July 26, 1965

Minimum

Discharge 

(cfs)

139 

87 

71 

f 88 

f 73

Gage height 

(feet)

12.63 

d 11.30

963.

Occurred Jan. 21, 

Occurred June 17, 

Occurred Apr. 21, 

Minimum daily. 

Occurred Mar. 3, 1965.

963.

1946-65: Maximum discharge, 9,490 cfs May 21, 1953; maximum elevation, 35.29 ft May 22, 

1953; minimum discharge, 71 cfs June 16, 1963; minimum elevation, 10.72 ft Oct. 18, 1956.

Remarks.--Records fair prior to September 1963 and good thereafter. Some flow diverted from 

Bayou Boeuf into Chatlin Lake Canal through Bayou Lamourie. Since April 1952, floodflow IB 

diverted from 76.1 sq mi in Bayou Rapides basin into Bayou Boeuf when stages of Red River 

make it necessary to close gates at mouth of Bayou Rapides. In extreme floods, considerable 

flow bypasses the station.

Revisions (water years).--WSF 1117: 1947.

i

3

7

11

U 

1^

It 

17

1 

2_

2

2<v

' t 7

2>

TOTAL

H(sx 

M1N 

AC-HT

1H7

Io4 

i21

312

/8o

250

Zi^ 

2f

2h7

25tl

274 

277

8LU

1.6UJ 

ItT

l-,J4j

1,6"C

" 6 ^

70.;

5=.'

3df

317 

3i.

3!7

3!^

259

?5~

24S

tl^ 

2^7

,,c

lei

,1 j.

,4.?L

,12^

7 i^

._,3

3iE-_

3.300 

2,f-,Jt'.

1.7UC

4, COO

4", 34.

4.3SO

4,1 . 0 

3,e4<

1, 760

l,i;< ''-; "'J °

1,7,C

1.-.5Q

1.290

1,531

1,02,.

^14

3,8C~ 

4,4_.

t.<57

514

4,53;

"1,93-

2, 71".

1,7=;;

1,24.

1,1;,

4,43j

4,8= ;

5,381.

22_,UC

4,62i

5,lft

4,?2C

3,-i7f

2,71.

1.7^'

1.28C

1.2LU

tr<7

7t)4

734

IN - 

IN 16-

77P

726

6L>5

48-7

376

35-,

3~1 

Zn5

25.4

37r

11'

AC-FT

AC-FT

353

202

2CC

256

i35

=C5

744

2,10:

r,44^

1,3 SO

2'.:

456, er

1,161,00

1.T3C

l.oiC

850

1,35-:

3,«n

J,7tO 

ItSli 1

l.l'.O

i,3t>:

3 '^

3,?30

2,73:

 3&1

624 

bT>

484 

5f 4

<f08

4' 3

33?

59,1ft:1

37C

43f

SP'-i

543

2,2'^

2, -" 3

1 , 5.- j

l.«re

I.KG

870 

321

7t?

3f,673

37 r
MISSISSIPPI RIVER DELTA 

7-3825. Bayou Courtableau at Washington, La.--Continued

761

1,210

ac-pr i,3i4,c

OISCHARGF, IN CUBIC FtET PEP SECOJDi WATt= YEfif, I CTubEK l^H TO SEPTEMBER 1'fS

1

^ 

3

7

1C 

11

14 

15

17

I',

22 

23

2B 

29 

30

Ji 

TOTAL

MAX 

MTN

23* 

24i

23i

25^

2J7 

238 

242

lie

178 

lai

276

228

244

177

li-f

2K

197 

2tl

175

lt>6 

lf.2

f<7

4j5

162

_-oa

324

32b 

321 

2=3

2^o

i34

71i

2:36co

2.13C

2U8

1,630

lire"

l»21u

1,400

913

3,690

1.2CO

1.13C

1,^40

94 t

Bn

84? 

B25

727

5oO

2,163

 

1.5:

i , ? : .

l,2L t

l.v'2:

Bib

HC6

572

562

357

332

zll

274

232 

PS4

2=4

J07

281

265

210

L63

15E

1E5 

14<5

I4t

1^0

218

228

154

185

57

= 7

f 5 

P3

B"'

74

381

2?0

396

^^

-1R

'8t> 

" tj 

?£2 

267

7r7

tt^

=>";

5C-5

418

218

37s

' 6

2 1 

2 5 

1 :*i 

1B7

170

151

IIR

122

113

ic«

119

3C<3

112

123 

156 

ur 

12?

1'7

1*6 

17C

?.IP

175

L51

i32

4,185

K9

CAL YR 1962: TOTAL 335,4-55 MAX 3,910 MfN 96 AC-FT 665,400
MISSISSIPPI RIVER DELTA 

7-3825. Bayou dour-tableau at Washington, La. Continued

CISCHAKGe, IN CUBIC FEfcT PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1«64

i

3

5

7

1 '

il 

12

1-5

22 

23

25 

2t 

2B

JJ 

31

TOTAL 

MEAN 

MAX 

MIN 

AC-FT

152 

1*6

132 

129

1/8 

ll c

lie

117

109 

Iu3

1(J5 

U2

98

V6

94

114

152

2 ;:

321

322

2=1

I ;5 

15*

2 ..o 

23(>

212 

7L5 

97".

,.47,

1.6JX.

 ,<

iS-.

252

731

7(11

1,32C 

llLlC

578 

523

i3 «**f 

1.32L 

41.3"

«c

I'zzS

l.iai.

2,*3u

2,540

1.500 

1.35C

1.380

3.11U

636

530

7<=B 

630

520

1,420

4,54-:

3,650 

3,120

2,340 

3,070

2,623

1,063

672

58°

4.13C 

4.35C

5.13C

4,aor

3,220

1,510 

1.39C

1.090 

1.02U

98 B

lOb 

561

342

320

219

201 

IB4 

175

167

142

100

259

?B1

2!5

2C6 

178

153

<?6 

SB

97

112

180 

2C3

418

8B

384 

311

225 

215

188

167

173 

1B6

186

254 

323 

333

326

289

262 

253

175

3B4 

175

171 

17B

136 

136

136

136 

131 

109

109

354 

3CO 

2?3

221

210

186

184 

175

6,4b8

7C6 

102 

12,330

CAL YR ljt>3: U'TAL 135,127

CISCHARGE, IN CUBIC FEET PER SECOND, H4TEP YEAR OCTOBER 1964 TC SEPTEMBER 1965

1

2 

3

6

e

11

12

15 

17

U

22

23

it

25

2o 

27

31

TCT4L

MEAN 

MAX

AC-FT

olu

560 

 ,50

1,670

2,tS^

2,340

Tie.

42=)

95 

63

57

 ibl

1C, 638 

033

2,bBU

:7?

211

178

103

4:2 

412

549

>8t

3,>J50

6J1

?,5T'0 

J,20C

l,5uL

1i;C 

2,422

950

-97

633

i. Me

l,is:

 5BB 

902

553

450

972

BCD

2,080

1,445

2,930

4, 24w

1,030 

1,:23

S53

714

2,248

1,100

4S6

328

235 

218

1B4

429

192

171

146

154

262

2C8

52C 

255

399

190

399

132 

185 

104

165

208

69

104

12o

108

88 

1C1

AC 

80 

BC

73

86 

50

232

1C3

152 

144

120

134

106 

86

110 

107

121

144

203

240

216 

176 

181

145 

150

SEPT.

124 

122 

131

153

130 

124

1,240

BB1

487 

317

318

228 

851 

1,200

871

6!1 

578 

588

443 

1,240

AC-FT 835,000
MISSISSIPPI RIVER DELTA 1007

7-3835. Bayou das Glaises diversion channel at Moreauville, La.

Location. Lat 31 "01'59", long 91°S8'57", in NE-J- sec.29, T.I N., R.5 E., near right bank on downstream side of bridge on State Highway 1 at Moreauville, 150 ft downstream from point of diversion from Bayou des Glaises.

Drainage area.--270 sq mi (see Remarks). 

Records available.--July 1943 to September 1965.

Gage.--Digital water-etage recorder. Datum of gage is 23.46 ft above mean sea level, datum of 1929, 

supplementary adjustment of 1941 (levels by Louisiana Department of Publir- Works). Prior to 

Oct. 31, 1950, wire-weight gage and Nov. 1, 1950, to May 17, 1964, graphic water-stage recorder, 

at same site. Prior to Sept. 30, 1961, at datum 4.84 ft higher.

Average discharge.--22 years, 429 cfs (310,600 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following table:

year

1961 

1962 

1963 

1964 

1965

Date

Mar. 31, 361 

Dsc. 18, 961 

Jan. 20, 963 

Mar. Z, 964 

Nov. 28, 964

Maximum

Discharge 

(cfs)

3,810 

3,020 

2,700 

2,460 

2,360

Gage height 

(feet)

a 13.38 

16.84 

16.17 

15.66 

15.45

Date

Several days 

Aug. 18, 1962 

June 16, 1963 

Nov. 22, 1963 

Oct. 26, 27, 1964

Minimum

Discharge 

(cfs)

t 8.6 

12 

8.4 

4.8 

2.8

Gage height 

(feet)

4.09 

c 3.88 

d 3.80 

e 3.48

the in

b Minimum daily, 

c Occurred Sept. 29, 1963. 

d Occurred Sept. 16, 1964. 

e Occurred Sept. 9, 1965.

1943-65: Maximum discharge, 6,340 cfs May 18, 1953 (gage height, 22. d 

minimum, 2.8 cfs Oct. 26, 27, 1964.

ft, present datum);

Remarks. Records poor prior to Oct. 1, 1961, and good thereafter. Diversion channel carries natural"flow of Bayou des Glaises except when operation of floodgates , 12 miles downstream from point 

of diversion, regulates flow into or out of bayou depending on stage in Red River and Old River 

overflow area. Plow includes diversion from Bayou Boeuf into Chatlin Lake Canal and is occasionally affected by diversion into or out of Red River and Old River overflow area. Channel discharges into West Protection Levee borrow pit channel, 6 miles downstream. Records of chemical 

analyses for the water year 1965 are published in reports of the Geological Survey.

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

_

_

_

_

-

.

_

_

_

-

-.26

_

_

_

-

_

_

_

_

-

.05

.17

.14

0

-.12

_

_

_

_

.65

2.48

E.48

NOV.

2.25

1.95

1.48

.95

.54

.25

_

_

_

-

_

_

_

-.20

-

_

_

_

_

-

_

_

_

_

-

_

_

_

_

-

2.25

DEC.

_

-

_

_

-

_

_

_

.75

2.00

3.28

3.56

3.68

3.67

3.73

3.68

3.47

3.22

2.85

2.41

1.88

1.45

1.08

.70

.44

.20

.08

2.61

4.11

5.48

7.18

JAN.

7.58

6.85

6.80

6.79

6.67

6.45

7.36

10.48

9.00

8.26

8.11

8.13

8.48

8.70

8.49

8.32

8.12

7.90

7.60

7.35

7.04

6.72

6.40

6.41

7.68

7.07

6.80

6.62

6.40

6.12

10.48

5.85

FEB.

5.55

5.22

4.88

4.54

4.20

3.85

4.09

4.15

4.19

4.10

3.88

3.55

3.09

2.55

Z.OO

1.60

-

_

_

-

_

_

_

_

-

_

_

_

______

______

_

1.60

MAR.

_

7.32

7.10

6.80

6.50

6.51

6.68

6. 76

6.71

6.55

6.26

5.92

5.56

5.18

4.82

4.44

9.58

1.0.92

9.20

9.45

9.02

8.83

8.76

8.70

8.60

8.45

8.42

8.75

8.92

11.22

13.00

13.00

4.44

APR.

11.36

10.28

9.61

9.51

9.30

9.06

8.80

8,47

8.22

8.04

7.76

7.65

7.35

7.05

6.75

6.35

5.98

5.47

5.25

4.90

4.05

4.16

3.81

2.86

7.47

_

_

_

_

-

11.36

MAY JUNE JULY AUG. SEPT.

-

-

-

-

-

-

_

-

-

-

_

_

-

_

-

_

_

_

.28

-

_

_

_

_

-

-.42

-.44

-.44

-.45

--.46

.
MISSISSIPPI RIVER DELTA

7-3835. Bayou des Glaises diversion channel at Moreauville, La.--Continued

DAILY MEAN (JAdE HEIGHT, IN FEET

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

WIN

OCT.

.38

.42

.40

.43

.48

.47

.43

.40

.39

.37

.35

.34

.33

.32

.30

.30

.30

.29

.28

.27

.27

.28

.28

.28

.28

.27

.26

.25

.26

. 28

.26

.48

.25

NOV.

4.25

4.24

4.50

5.68

5.85

5.43

4.86

4.55

4.45

4.42

4.40

4.40

10.30

13.41

11.57

11.44

11.17

11.04

10.87

10.60

10.25

9.95

10.35

10.20

10.20

10.03

9.78

9.45

9.15

8 . 80

13.41

4.24

DEC.

8.40

7.90

7.E2

6.60

6.00

5.55

5.43

5.60

6.98

8.76

8.82

12.23

12.44

11.42

11.48

11.77

14.29

16.65

14.50

13.84

13.65

13.62

13.55

13.43

13.22

12.90

12.60

12.28

11.95

11.60

11.20

16.65

5.43

JAN.

10.82

10.48

10.12

9.75

10.20

10.75

10.80

10.80

10.67

10.43

10.14

9.82

9.50

9.30

10.97

10.45

10.52

11.20

12.76

11.90

11.70

11.62

11.38

11.13

10.82

11.81

15.78

13.54

12.30

11 95

11 . 68

15.78

9.30

FEB.

11.36

11.00

10.63

1 .30

.95

.55

.25

.92

.54

.99

.35

.79

.30

.90

.92

.40

.40

.32

.10

.03

.35

.45

.54

.75

.59

.40

.10

11.36

5.90

WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

MAR.

7.05

7.15

7.18

7.07

6.85

6.55

6.15

5.82

5.55

5.40

5.28

5.32

5.33

5.34

6.49

7.14

7.22

7.15

6.92

6.55

6.10

5.75

5.50

5.30

5.20

5.35

5.37

5.30

5.08

4. 88

7.72

7.72

4.88

APR.

8.95

9.28

9.35

9.15

9.35

13.84

11.35

10.61

10.35

10.06

9.75

11.37

11.00

10.70

10.60

10.34

10.04

9.70

9.36

9.00

8.55

7.96

7.29

6.73

6.32

6.26

6.79

12.84

12.05

11.29

12.84

6.26

MAY

11.41

11.64

11.71

11.78

11.71

11.51

11.20

10.86

10.48

10.14

9.76

9.36

8.98

8.56

7.88

.10

.38

.70

.20

.84

.60

.45

.38

.36

.35

.34

.31

.29

.48

.35

1 .78

.29

JUNE

7.98

7.83

7.50

9.18

9.26

8.90

8.57

7.94

7.23

6.68

6.18

6.54

6.26

5.37

4.88

4.65

4.50

5.44

8.70

8.97

9.65

9.85

9.74

9.48

9.13

8.74

8.33

7.54

7.10

'

9.85

4.50

JULY

.85

.00

.95

.68

.15

.58

.07

.71

.48

.36

.33

.30

.28

.40

.46

.30

.20

.20

.19

.18

.20

.25

.25

.23

.21

.20

.18

.18

.18 

.17

.16

.00

.16

Aim.

4.16

4.15

4.14

4.14

4.13

4.13

4.13

4.12

4.12

4.12

4.12

4.12

4.12

4.11

4.11

4.11

4.10

4.10

4.10

4.11

4.13

4.13

4.13

4.13

4.13

4.15

4.20

4.20

4.24 

4.40

5.25

5.25

4.10

SEPT.

.62

.17

.70

.40

.33

.33

.28

.98

.72

.50

.33

.12

.87

.61

.46

.07

.48

.33

.28

.26

.23

.22

.20

.18

.17

.16

.15

.13

.12 

.11

.98

.11

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

DAY

1

Z

4

5

6

8

9

10

12 

13

14

15

16

17

19

21

22

23

24

25

26

28

30

MAX

WIN

OCT.

4.16

4.35

4.22

4.16

4.12

4.09

4.09

4.08

4.08 

4.08

4.07

4.07

4.09

4.08

4.12

5.17

6.17

5.39

4.64

4.34

4.25

4.19

4.17

4.15

4.13

6.17

4.07

NOV.

4.13

4.14

4.10

4.07

4.06

4.05

4.05

4.05

4.05 

4.04

4.04

4.05

4.05

4.05

4.07

5.96

6.84

6.79

6.51

5.95

5.30

4.86

4.74

4.64

4.53

6.84

4.04

DEC.

4.45

4.36

4.29

4.27

4.24

4.23

4.22

4.19

4.14 

4.13

4.12

4.13

4.14

4.14

4.12

4.74

7.56

8.28

9.46

10.48

10.33

10.57

10.84

11.56

11.42

11.56

4.12

JAN.

11.23

10.98

10.61

10.36

10.12

9.45

9.11

8.76

7.85 

7.37

6.96

6.52

5.99

5.78

13.44

13.78

12.40

11.99

-

_

_

10.65

10.30

10.31

15.75

5.78

FEB.

9.78

9.50

8.91

8.56

8.14

6.96

6.42

5.36

5.72 

5.78

5.60

5.38

5.12

4.86

8.88

9.45

9.49

9.36

9.77

9.77

9.79

9.72

9.54

 

9.79

4.86

MAR.

9.68

9.68

9.43

9.23

9.06

8.70

8.43

8.05

7.55 

7.27

6.79

6.36

5.84

5.57

5.04

4. 78

4.54

4.40

4.35

4.32

4.31

4.27

4.25

4.23

4.22

9.68

4.20

APR.

4.17

4.16

4.19

4.19

4.24

4.24

4.25

4.27

4.26 

4.24

4.20

4.20

4.18

4.17

4.16

4.15

4.15

4.15

4.15

4.15

4.16

4.18

4.17

4.16

4.15

4.28

4.15

MAY

4.14

4.14

4.12

4.12

4.14

4.15

4.12

4.10

4.13 

4.14

4.12

4.10

4.09

4.13

4.60

4.75

5.27

5.22

4.79

4.89

4.84

4.54

4.38

4.56

4.65

5.27

4.09

JUNE

4.25

4.18

4.07

4.04

4.02

4.00

4.00

3.98

3.95 

3.95

3.95

3.94

3.93

3.95

4.00

4.28

4.22

4.18

4.20

4.19

4.18

4.22

4.21

4.20

4.26

4.28

3.93

JULY

4.30

4.30

4.44

4.90

4.40

4.94

5.15

5.25

4.70 

4.55

4.36

4.26

4.20

4.16

4.09

4.03

4.01

4.04

4.28

4.66

5.42

6.29

6.40

6.05

5.54

'

6.40

4.01

AUG.

4.64

4.36

4.25

4.24

4.21

4.11

4.05

4.01

3.97 

3.95

5.29

4.97

4.18

4.12

4.05

4.00

3.98

3.97

3.98

3.98

3.97

3.96

3.94

3.92

3.91

'

5.29

3.91

SEPT.

3.91

3.93

3.94

3.95

4.00

4.24

4.18

4.10

3.98 

3.94

3.93

3.96

4.05

4.06

4.05

3.98

3.95

3.92

3.91

3.91

3.91

3.9O

3.90

3.89

3.92

4.24

3.89
MISSISSIPPI RIVER DELTA

7-3835. Bayou des Glaises diversion channel at Moreauville, La.--Continued

DAILY MEAN GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1964

DAY

1

2

3

4

5

6

7

8

9

10 

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

MAX

MIN

OCT.

3.96

3.95

3.94

3.92

3.90

3.88

3.88

3.88

3.87

3. 87 

3.87

3.87

3.87

3.87

3.87

3.87

3.87

3.87

3.87

3.88

3.90

3.92

3.94

3.94

3.95

3.95

3.97

3.96

3.95

3.95

3.95

3.97

3.87

NOV.

3.95

3.95

3.95

3.95

4.21

5.79

5.75

5.06

4.50

4.13

4.05

3.99

3.95

3.93

3.92

3.90

3.88

3.86

3.85

3.84

3.85

5.90

4.10

4.13

4.07

3.99

6.09

7.75

6.33

7.75

3.84

DEC.

5.55

5.23

5.65

5.09

4.48

4.20

4.12

4.05

4.03

4.24

5.87

6.77

8.EO

8.22

7.92

7.70

7.39

6.94

6.51

8.02

8.01

7.98

7.82

7.64

7.26

6.77

6.23

5.65

5.10

4.68

8.22

4.01

JAN.

4.41

4.27

4.20

5.27

6 . 70

7.25

7.93

8.02

8.85

8.09

7.96

7.67

7.31

6.85

7.87

12.34

10.50

9.87

9.76

9.61

9.40

9.14

9.11

9.53

9.28

9.23

9.07

8.85

8.58

12.34

5.20

FEB.

7.96

7.55

7.01

6.32

5.31

6.16

6.21

6.00

5.61

5.19 

4.82

4.60

4.47

4.40

4.36

4. 58

4.99

7.39

7.09

7.14

 .95

6.60

6.13

5.62

6.94

7.39

7.74

7.75

7.54

-----

7.96

4.36

MAR.

7.38

13.72

13.82

12.73

12.09

11.87

11.90

11.91

11.85

11.70 

11.53

11.29

11.05

11.04

11.48

10.75

10.35

10.03

10.20

10.34

10.02

9.84

9.59

9.32

9.11

8.80

8.53

8.22

7.89

7.45

13.82

6.80

APR.

6.13

5.52

5.10

4.88

4.69

4.64

4.73

5.35

£.63

5.21

4.94

7.92

9.37

8.79

8.76

8.61

9.34

9.41

9 . 64

3.91

10.07

10.04

9.89

9.61

in. 69

11.13

10.53

10 . 41

10.30

11.13

4.64

MAY

10.08

9.83

9.53

9.21

8.91

8.61

8.30

7.9J

7 . 33

5.84

5.24

5.03

4.80

4.6E

4.52

4.44

4.33

.28

.23

.20

.17

.16

.14

.30

.42

.25

.23

.19

.17 

.34

10.08

4.14

JUNE

4.37

4.32

4.24

4.13

4.17

4.13

4.09

4.07

4.06

4.05

4.04

4.04

4.03

4.03

4.04

4.08

4.00

3.97

3.95

5.93

3. 92

3 . 90

3.93

4.23

4.47

4.45

4.31

4.19

4.12

4.47

3.90

JULY

5.49

5.75

6.15

6.26

5.98

5.32

4.71

4.35

4.19

4.12

4.05

3.99

3.98

3.95

3.97

3.94

3.93

3.92

3.91

3.94

4.03

4.04

4.00

3.96

3.94

4.14

4.13

4.09

4.36

5.43 

4.93

6.26

3.91

AUG.

4.45

4.19

4.05

3.95

3.89

3.86

3.85

3.86

3.92 

3.96

3.97

3.93

3.95

3, 95

4.46

5.77

5.83

E.38

4.88

4.62

4.77

4.72

4.95

4.90

4.69

4.44

4.21

4.13

4.15

4.12 

4.05

5.83

3.85

SEPT.

3.98

3.92

3.90

3.87

3.83

s'.SB

4.04

4.05 

4.00

3.94

3.88

3.84

5.85

3.82

3.82

3.87

4.53

5.66

5.53

4.3E

4.40

4.12

3.98

3.90

3.86

3.83

3.84

4.84

£ . 69

6.69

3.82

DAILY MEAH GAGE HEIGHT, IN FEET, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MAX

MIN

OCT.

7.27

7.54

7.31

9.67

8.91

8.14

8.01

7.81

7.49

7.01

6.39

5.66

5.00

4.53

4.30

4.19

4.12

4.07

4.00

3.96

3.93

3.92

3.90

3.88

3.86

3.84

3.83

4.32

6.54

5.66 

5.00

9.67

3.83

NOV.

4.60

4.35

4.17

4.07

4.01

3.98

3.99

3.98

3.96

3.94

3.94

3.94

3.93

3.91

3.90

3.90

4.60

4.92

5.16

6.40

5.98

5.42

4.97

4.70

4.87

5.10

5.55

14.34

13.41

11.22

14.34

3.90

DEC.

10.77

10.70

10.76

11.50

10.73

10.25

9.93

9.52

9.32

9.49

14.86

13.01

11.65

11.50

11.67

11.89

12.02

12.30

12.19

12.08

11.94

11.76

11.55

11.32

11.05

10.77

10.50

10.21

9.92

9.62 

9.34

14.86

9.32

JAN.

9.11

8.88

8.65

8.45

8.28

8.07

7.82

7.51

7.06

6.54

6.08

5.73

5.36

5.02

4.76

4.57

4.45

4.36

4.29

4.25

4.22

4.33

6.35

7.40

7.74

7.72

7.55

7.30

6.86

6.30 

5.69

9.11

4.22

FEB.

5.10

4.71

4.48

4.35

4.27

4.23

4.20

4.17

4.17

6.18

8.26

9.07

9.30

9.50

9.56

9.51

9.86

9.57

9.28

9.02

8.75

8.47

8.2C

9.13

9.72

9.41

9.45

9.41

_ _ «__

 

9.86

4.17

MAR.

13.85

13.54

11.89

11.61

11.68

11.77

11.79

11.73

11.50

11.40

11.21

11.04

10.90

10.59

10 . 27

9.95

9.64

9.30

8.97

8.66

8.37

8.08

7.74

7.35

6.75

6.01

5.54

4.90

4.70

4.69 

5.75

13.85

4.69

APR.

6.95

7.51

7.58

7.45

7.17

6.72

6.24

5.R8

5.16

4.81

_

_

_

_

-

_

_

_

-

_

_

_

-

_

_

_

_

-

7.58

MAY

_

_

_

3.82

3.82

3.83

3.84

3.83

3.80

3.78

3.77

3.77

3.75

3.94

4.11

3.95

3.84

3.78

3.74

3.71

3.69

3.69

3.71

3.83

4.04

3.95

3.88

3.84

3.82

3.84 

3.82

3.69

JUNE

3.78

3.76

2.73

3.70

3.67

3.64

3.63

3.F1

3.60

3.F4

3.78

3.80

3.77

3.73

3.67

3.98

3.74

3.83

3.94

3.91

3.85

3.80

3.74

3.84

3.82

3.70

4.98

4.09

3.95

4.98

3.60

JULY

3.87

3.8C

1.73

3 67

3.63

3.70

3.66

3.72

3.73

3.96

4.82

7.08

4.54

5. =16

3.82

3.74

3.94

4.08

4.04

3.91

3.80

3.72

3.66

3.61

3.59

3.57

5.57

3.57

3.59

4! 61

7.08

3.57

AUG.

4.97

4.44

3.99

3.78

3.67

3.61

3.58

5.55

3.55

3.K6

3.78

3.78

3.79

3.34

3.89

3.80

3.81

3.83

3.32

3.75

3.68

3.62

3.70

3.83

3.69

3.87

3.84

3.75

3.68

3.63 

3.59

4.97

3.55

SEPT.

3.58

3. 56

3.55

3.54

3.54

3.69

3.55

3.5-1

3.49

4. 52

6.49

5.71

5.41

5.22

4.84

4.48

4.19

4.0U

3.9U

3.84

3.82

3.76

4.8E

7.21

7.22

7.29

6.94

6.41

5.84

7.29

3.49
1010 MISSISSIPPI RIVER DELTA

7-3835 Bayou des Glaises diversion channel at Moreauville , La.--Continued

1

2 

3 

4 

5

6

7 

8

10

11 

12

It. 

17

19 

20

21 

22

24 

25

26 

27 

28

30 

31

MEAN 

MAX

AC-FT

3 

2 

1 

1

4

3 

2

1

10

9.8

9.G 

8.8 

8.6 

9.0 

10

2

Z 

3 

2 

1

t 

2 

1

5 

9 

224

18.9

183

38 

30

24

30

16 

14

11 

10

34.9

J.4

1 =

t98

172

14

373

1.31J

257

1,41.0

l.lbC

1,460

1,190

969 

637

1,290

8^5

532

86

,580

_____

825

,360

,110

613

,240

,48U

,308

i'Jff

,90C

1,G«0

180

100

1,105

150

lie

80

RO

74

ao 

82

76.1

5C 

47 

42

328

766

868 

822

387 

884

580

5.r«

4i4 

250

868 

8?2

3Z8

260

552 

8b4

6R2 

616

556 

364

240

150 

150 

120

82

loO 

120

18? 

21(1

266 

766

74 

74

66 

 =8

50

ic:

ECO

180

140

74

4R

4 

4

4 

4

90. 0 

2311

Mote. Discharge for June 11 to Sept. 18 computed from once-daily readings of Corps of Engine 

pstream.

OAY

2 

3 

4 

5

7

a

9 

1C

11

12 

13

15 

17

15 

20

21 

22

25

28 

23 

30 

31

MEAN 

MAX 

MIN

OCT.

48 

47

50

51 

51

50

50 

50 

49

46

44

42 

42

42

NOV.

41

68

57

55

55 

1,050

... 

7^2

626

DEC.

322 

2bl

163

553

553 

,370

,530

837

150

JAN.

553

748

685

626

553

S30

i::"

470

FEB.

930 

860

571

425

345

281

345

-__-_

191

MAR.

322 

301

166

127

115

118

158

97 

418

79

APR.

665 

626

'30

814

748 

1,120

425

1,230

220

MAY

,20C 

,220

954

665 

589

30

33 

111

235

15

JUNE

301

546

357

186 

226

748

311 

271

50

JULY

301 

271

83

49 

46

38

30

25

24 

22

22

AUG.

17 

16

13

13

13 

13

13

13

14

17

17 

20

32 

51 

132

21.2 

13

SEPT.

R2

55

201

136

M6

51

»

28

24 

23

18

71.6 

IS

HAT YR 1962: TOTAL 153,301 MEAN 42u MAX 2,680 MIN 1? AC-FT 304,100
MISSISSIPPI RIVER DELTA

DAY

I 

2

5

7 

8 

9

11

12 

13

15

ie

20

21 

22

24

26 

27

23

TOTAL 

MEAN

MIN

OCT.

41

15 

23

16

15

15

15 

14

17

125 

21o

72

35

26

37.6

14

NLV.

25

19

17 

17

16 

It 

17

41

24.0

281

251

136

77

68.8

16

51

43

40

Jl 

jC 

31

K 

86

ose

«6C

3U5

3C

1,4,30

,«

665

345 

301

571

2,510 

1,800

1,1 bU

l,l,5f,

8B8

1B1

748 

085

519

3d

154

1B1 

163 

145

150 

607 

665

748

748

- __ 

454

96

727

6.,

53b

37J

333 

281 

236

13;

113

9M

50

47

33

287

37

33

36

41

44

41 

36 

35

28 

25

23

22

18

31.6

IB

IB 

18

17

18

^

IB

23 

22

20

78 

68 

76

82

86

91

74

45.9

17

36

29

19 

17

15

14 

14 

14

11

11 

11

10

9.2

14 

15 

33

41

33

32

39

?2.6

9.2

42

42 

42

55 

51

77

115

127

9=>

78 

65 

48 

30

33

30

24 

21

18 

16

1° 

41

145 

231

206 

158

2 ;c?o

16

77 

51 

45

42 

41

38

35 

24

17

16 

14 

136

36 

31

26 

?4 

23

21 

10

18

ie

14

33.0

14

14 

16 

17

17 

18

?4

43 

45 

40

3? 

26

21 

17 

16 

1°

27

27 

76

19 

It

13

12 

11

10 

12

20. c

IP

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 1=O4

 -

1

2

4 

5

7 

B

9

12

14

15

16 

17

IB 

19

21 

22

24 

25

26 

27

29

31

MEAN

MIN

5

2

0

8.4 

B.4 

7.6

7.6

7.6 

7.6 

7.6

7.6

10 

12

13 

13

13 

14

11

11

10.2

7.6

11 

11

11

17b 

114 

64

24

14 

13

12

10 

B.4 

o.t

5.2 

6.0

2B 

31

25 

18

J97

59.5

5.2

156 

132

117

62

3C 

24 

22

186

455

455

411 

383 

345 

291

425

JJ3 

281

168

BO

230

20

56

271

411

425 

553

425

333 

281

446 

1.37C 

906 

770

t45 

626

553

470

500

37

425

191

221

201

163

73

55 

51

53 

108 

345 

311

345 

383

357

22B

51

345

,30C

,250 

,250 

, 220

,100

,030 

,153

978 

883 

792 

837

553 

502

411

281

93C

2B1

216

ei

85 

140 

168

104

66B 

553

553

519 

645 

665

770

943

1,050

BB3

404

77

814

571

470 

411 

345

132

91 

75

66 

59 

52 

44

37

57 

41

36

50

218

32

52

34

28 

25 

24

22 

22

23 

26 

1° 

16

13

13 

61

to

36

B76

29.2

10

154

;"

83 

50 

36

IB

14 

16

14 

12 

12 

11

22

15

32

30

97

104

i,°a

64,2

11

62 

41

16

13 

14 

1C

2C

22 

63

179 

184 

144

104

95

105

88

69 

51

46

40

1,880 

60.6

13

33 

27

L,

33 

38

?4

19

18

19 

24

75 

168

109

33

2*!

22

19

101

1,551 

51.7

AC-FT 130,000
7-3835. Bayou des Glaises diversion channel at Moreauville, La. Continued

c«v

i

*i

5

t

7

i

t

11

1 =

14

1 =

16

17

10

21

2j

24

27

<;« L r-*

MbAN 

MAX

WIN

1,

35

i*3

77

47

26

-ta

5t

u 1

gj

51

32

23

ie

15

5.2

4.4

J.o

, d

e, . b

*7

255

If

7"» !

2.d

73

-r5

3 'j

-'1

2!

Jr_

- ^

2 ?

;7

27

t 7

;5

-"*

2s

i-'G

Ii7

iHl

117

l->

-

IJf

17»

I » ul u

Ii70?

l.oC.-

2,CJ'

'*

» 14

32

1,1-u

-7 t

JtS

6^2

7-.7

b 3 7

73t

,2 It

ii7^

t21'_

1-7L

i ^ Jl

u^C

»i ".

,.-^

-^

Itl

Sof

" ^9

75.

2.14L

t>97

71i

651

t"5

b-3

557

E15

i4 £,G

4^7

^37

U r

It>^

I5fc

117

K*

JS

75

t «2

4C r.

^51

426

±J5

340

275

714

75

150

«4

b3

75

72

t9

^/j

t.o

2fc3

6^4

726

7?6

726

7>PO

74C 6«"

6CJ

51-1

675

711

718

71?

- -_

 

T? :

to

Lit

.'7^

, 2

,210

,24j

» "'4^

.231.

.I'^Li

.1^^

.Oj.

-T^

8f

3l>

75^

61 .

54'J

4 r 4

403

24 '.

17-t

112

114

11^

1.B60

113

ap ,

352

431

415

371

323

t f>H

2&S

157

1 22

70 

«

4'

35

32

2c

27 

?5

:z

2r

22

27

15

45

^5 »7

411

2C

2 7

24

73

23

24

?5

75

23

21

21

?1 

?C

35

5L

36

28

2i 

2C

IS 

17

2'"

2,"

3°

= 3

JO

2?

32

5f

17

27

23

21

1<>

17

17

15

15

17

76

'rt

26

? 2

1"

42

21

25

33

27

27

2F2"

131

5C

IB

131

15

32

?!

17

15

17

17

PI

21

121

373 

7b>

27

17

12

25

%^

;~3

f .4

4. P

t. ^

4.t

f- . r

1'

3fr.5

4.8

127

2V

15

9.5

6.8

6. 1 "

4,F>

4.8

1- 

17

17

21

2t

1J

20

22 

21

17 

13

15

21

27 3

19

15

12

'J . 3 

127

4.8

SEPT

1"

 5.5

J.5

1 i

1"

17

i:

10

«6

1L 

P'

f 2

27

= 4

t J

c '

2* ^

27^

I' is

12 = 

?°5

<i.5
MISSISSIPPI RIVER DELTA

7-3855. Bayou Teche at Arnaudville, La.

Location.--Lat 30°23'50", long 91°55'50", In lot 63, T.7 3., R.5 E., Louisiana meridian, near center

 of span on downstream side of bridge on State Highway 31 at Arnaudville, 270 ft upstream from 

Bayou Fusilier.

Drainage area. 1,531 sq mi (see Remarks). 

Records available.--April 1949 to September 1965.

Gage --Digital water-stage recorder. Datum of gage is at mean sea level (Louisiana Geodetic Survey

 bench mark). Prior to May 11, 1949, staff gage. May 12, 1949, to May 11, 1960, graphic

water-stage recorder, May 26, 1960, to Aug. 15, 1961, wire-weight gage, and Aug. 16, 1961, to 

Nov. 2, 1964, graphic water-stage recorder; all gages at same site and datum. Auxiliary digital 

water-stage recorder 3.7 miles upstream at same datum. Prior to Nov. 3, 1964, auxiliary graphic 

water-stage recorder at same site and datum.

Average discharge.--16 years, 817 cfs (591,500 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following table:

year

961 

962 

963 

964 

965

Date

Mar. 20, 1961 

Dec. 17, 1961 

Jan. 20, 1963 

Mar. 2, 1964 

Mar. 1, 1965

Maximum

Discharge 

(cfs)

2,270 

2,260

(=)

2,000 

2,550

Elevation 

(feet)

a 20.25 

t 19. IS 

17.09 

18.64 

f 19.77

Date

Oct. 4, 1960 

Aug. 19, 1962 

Sept. 5, 1963 

Oct. 27, 1963 

Aug. 12, 1965

Minimum

Discharge 

(cfs)

266 

88 

d 122 

95 

53

Elevation 

(feet)

e 9.12 

g 9.18

Oc

Occ

c Unknown.

d Minimum daily.

e Occurred July 23, 1964.

f Occurred Mar. 2, 1965.

g Occurred July 24, 1965.

1949-65: Maximum discharge, 4,630 cfs May 24, 1953; maximum elevation, 24.27 ft May 23, 

1953; minimum discharge, 53 cfs Aug. 12, 1965; minimum elevation, 6.78 ft Oct. 28, 1956.

Remarks . Records good except those prior to Oct. 1, 1962, which are fair, and those for periods 

of no gage-height record, which are poor. Bayou Teche heads in Bayou Courtableau at Port Barre. 

At high stages, considerable flow bypasses station by way of Bayou Courtableau at weirs, near 

Krotz Springs. There is controlled diversion to or from Red River and Old River overflow area 

through Bayou des daises floodgates and to or from West Atchafalaya floodway through Big 

Darbonne Bayou culvert and since April 1959 through Bayou Courtableau Drainage Structure. Since 

April 1952, floodflow is diverted from Bayou Rapides (drainage area, 76.1 sq mi) into Bayou 

Boeuf when stages of Red River make it necessary to close gates at mouth of Bayou Rapides.

DISCHARGE, IN CUBIC FFET PEP SECOND, KATtR YEAR OCTOBER 1^60 TO SEPTEMBER 1361

D4Y

1

<3

7

ia 

11

i»

ib

i'*

20 

21

^3 

i^

21 

td

31

MEAI-, 

MAX 

KIN 

AC-FT

OCT.

302

33* 

3tl

^3^

JLS

314

J24

a<=2

NOV.

^7C

asc

BEfa

=>7(J

^*

DfcC.

4 ut>

 -9L

l.ulC

i.s'tC

J4N.

l,f=0

1,7*G

l.LlC

l.LoO

FbE.

970

?50

,7CO

MAR.

1,3':

1,21:

1.32J

1,8 = C

«PP.

1,111.

l,«e

1,210

MAY

1,110

1,080

1,120

1,090

JUNE

1,000

1.180

1.15P

JULY

1.1*0

1,220

1,5*0 

1,680

1,020

i.ceo

1,280

AUG.

1,OGU

<5*0

<300 

90C

839

728

705 

682

SEPT.

587

641

.5*0 

,CCC

,050

.ICC

,100 

1,060

29,990

1,000 

2,000 

561
MISSISSIPPI RIVER DELTA

7-3855. Bayou Teche at Amaudvllle, La. Continued

DA1 

1

7

1J

12 

14

li 

17

1 j

21 

-2 

23

27

31

MEAfi 

MAX

Not

UGT.

l.Olu 

l,'-i.

1.U3L

S3n 

7L2

39-»

3^H

2S2 

2 C 2

255

235

2e3

1,1,31

L [SLHAH

NJV.

214

5 JO

1,7-3 

1,5_C

1 . 11 3

3-L>

 33'J

^iO

GE, IN LI

Oct. 

j7^

i 3C

l.Suo

1.45C

l,2oi.

1,-iO

BIG FEET

JAN.

1,140

1.L90 

1,2C'U

1,200

1,1=0

1,200

1,48'J

1,290

PER SECOI\

FEB. 

1,210

1,140

1,200 

1,250

______

or both g

D, HATER

MAR.

1,200

1,230 

l,22u

1.14C 

1,150

ages Feb.

YEAR OCTC

APP. 

1,570

1.130 

1,200

1,550

BER 1061

1,220

1,140

983 

1,050

TO SEPTEI>

1,260 

1,270

1,200

1,380

ly 13 to

BER 1962

1,06') 

LOGO 

902

400

340 

330

713

Aug. 15.

2bO

200 

190 

180 

170

133

100

112

109

102 

°6

187 

366

163

608

S26 

949 

500 

 580

834

616 

768

718 

692

586 

546

500 

461

380

661

380

39,340

ulSCHAkGE, IN CUBIC FEET PEP. SECOND, HATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

L

1

7

&

10

11 

»2

15

25

3G

n

TOTAL 

MEAN

MAX 

MIK

453

3c7

Jd 5

->*<7 

*77

215

19'

547 

577

 

475

d&L 

1.U-.L

 

1.49C

l.COO

l.ECO

1,400

1, 00 

1,080

1,210

1,400 

1,330

,210 

,1BO

,180

,180 

,150

860

sec

798

<*80 

989

°26

629

420 

406

502

518

200

130 

130

360

581

502

578

584 

561

443

410 

470

508

328 

Z82

204 

257

29O 

301

220

191

171 

160

788

17,710

SEPT.

126 

128

131 

144

188 

153

150 

170

400

350 

300

210 

L90

195

11,630

8 to Jan. 9, Jan 14-28.
MISSISSIPPI RIVER DELTA

7-3855. Bayou Teche at Arnaudville, La.--Continued

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTFMBEP

DAY

1

2

4

5

7

9 

10

11

14

15

16

19 

2C

22

2*

2? 

30

31

TOTAL 

MEAN

MIN 

AC-FT

OCT.

150 

153

122

121 

121

ue

112

109

1U6

126

1*5

NOV.

131 

127

253

155

216

DEC.

liLIC

1.C8C 

l,20C

9BO

JAN.

929

1.C60

1,060

FEB.

1,080

BC8

MAR.

l',820

1,380

1,140

APR.

1,300

MAY

1,130

1,050

812

668

JUNE

409

281

173 

182

JULY

,15.

908

420 

301

314 

445

8C9

AUG.

502

405

283 

307

365 

365

320

SEPT.

2<-C

28^ 

28C'

28C

240 

220

21C

280

380 

460

360

570 

640

5,857

210 

19.5t.-i

WAT YR 1964: TCTAL 271,472 MEAN 742 MAX 1,820 MIN

b,6CC

. No gage-height record at auxiliary gage Sept. 5-30.

DISCHARGE, [N CUBIC FtET PER SECOND, WATER YEAR OCTOBER 1<=O4 TCJ SEPTEhe

1

2

4

5

7

d

11

12

14 

16

l^;

n

24

Jl

MEAN 

MIN

AC-FT

1.180 

1.2BC

l^b'.

1,27^

1,250 

l.loJ 

1.151.

l.OSu

85..

6JO

5a s

l.ic:

7 = ^

<*io

ilC

1.25G

l.^K

1,040

1, 30

£65

1,030

1.2CJ

1,520

1,21?

1.17J

1.1 3

1,110

1.1CO

1,110

1,050

950

947

655

606

490

355

320

281

231 

2??

l c l

2h4 

220

!<=!

230

103 

114

^9

IR1

270 

5C7

79

430

302

260

23C 

547

135

5 n9

517 

1,110

23C 

38,?4C

Hote. Ho gage-height record at auxiliary gage Oct. 1-13.
MISSISSIPPI RIVER DELTA

7-3857. Bayou Teche at Keystone Look, near St. Martinville, La.

Location. Lat 30°04 1 15" (corrected), long 91 °49 "45", on line between lots 8 and 17, T.ll 3.,

 R.6 E. , on right bank of concrete lock and dam, 3-f miles south of St. Martinville and 11 miles 

upstream from Loreauvllle Canal.

Drainage area. Indeterminate.

Records available.--August 1959 to September 1965. Dally gage heights since July 1913 in reports 

of Corps of Engineers, New Orleans district.

Gage.--Digital water-stage recorder. Datum of gage is at mean Gulf level, datum of 1929 (Corps of

 Engineers bench mark). Prior to Apr. 9, 1964, graphic water-stage recorder at same site and 

datum.

Average discharge. 6 years, 401 cfs (290,300 acre-ft per year).

Extremes.--Maximum and minimum discharges for the water years 1961-65 are contained in the following table:

Water 

year

1961 

1962 

1963 

1964 

1965

Date

Sept. 13 961 

Apr. 28 962 

Jan. 20 963 

Mar. 2 964 

Mar. 1 965

Maximum

Discharge 

(cfs)

2,510 

1,550 

1,420 

2,230 

2,420

Gage height 

(feet)

12.04 

11.40 

11.30 

11.86 

a 15.59

Date

Aug. 23, 1961 

Aug. 10-29, 1962 

June 12-16, 1963 

July 24, 1964 

July 28, 1965

Minimum

Discharge

140 

0 

0 

0

45

Gage height 

(feet)

9.88 

9.65

a Occurred Oct. 4, 1964 (from floodmark).

1959-65: Maximum discharge, 2,510 cfs Sept. 13, 1961; maximum gage height, 15.59 ft Oct. 4, 

1964 (from floodmark); no flow Aug. 10-29, 1962, June 12-16, 1963, July 24, 1964.

Remarks.--Records fair for water years 1961-63 and good thereafter. Bayou Teche heads in Bayou 

 Courtableau at Port Barre. At high stages, considerable flow bypasses station by way of Bayou 

Courtableau at Weirs near Krotz Springs. There is controlled diversion to or from Red River and 

Old River overflow area through Bayou des Glaises floodgates and to or from West Atchafalaya 

floodway through Big Darbonne Bayou culvert and since April 1956 through Bayou Courtableau Drainage Structure. Since April 1952, floodflow is diverted from Bayou Rapides (drainage area, 

76.1 sq mi) into Bayou Boeuf when stages of Red River make it necessary to close gates at mouth 

of Bayou Rapides. Dependent upon its gradient, Bayou Fusilier interchanges flow between Bayou 

Teche and Bayou Vermilion. Water for irrigation is diverted through Ruth Canal (see station 

7-3867) into Bayou Vermilion. Crest of weir raised from 8.0 to 9.5 ft in June 1957.

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER I960 TO SEPTEMBER 1961

2 

3 

4

6

7 

8 

9

10 

11

14

16 

17 

18

21

28

31

MAX 

HIN

206 

200

218

236 

260

260

260 

254 

254

490

490 

ZOO

634 

517

474

535 

52o

458

418 

402

......

378 

362

346

316

625 

625

920

880 

820

890

697 

652

418

580

508

517 

643

742

688

589

535 

820

890

830

390 

820

860 

790

625

598

240

218 

260

IN 145

274

224

200

185

402

354

254

185 

175

760 

450

AC-FT

200

242

260

378

354 

338

1,190 

1,200

920

820 

688

190

369,100

458

362

394

589

65Z 

625

281 

323

281

236

248

260

236

354 

281

281

190

195

200 

190

190 

170

212

218 

254

323 

7,188

145

SEPT.

281 

281

185

212 

281

274

940

800 

697 

607

482 

474

410

354 

346

316 

309

14,401

185
MISSISSIPPI RIVER DELTA

7-3857. Bayou Teohe at Keystone Lock, near St. Martirwille, La.--Continued

DISCHARGE, In CUBIC FttT PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

10

11 

iz

14

le

17

20 

22

t 5

27

28

MEAN

354 

33<t

281

248

190

le>5

18."

1-91,

140

125

S2

72 

72

187

3 j

190

3^4

1,161.

6'-7

5h>

56i 

535

573

^

ike

360 

760 

760

832

67C

688

1.12C

l.CC'G 

95 C

£8

799

800

625 

625

645

E71

354 

362 

362

368

- '

607

231 

993

482

311

AC 2

242 

236 

236

209

288 

330

26C 

26C

330

366

330 

330

260

260

100 

60

ICO

6C 

60 

6C

193

60 

60

6C

30

0 

0

a

0 

0

o

0

0 

C

t

0

0 

0

0 

0

17.0 

100

260

Air

410

4?0 

41C

58°

562 

535

410 

33C

260 

330

330

330

330 

330

260 

200

150 

200 

200

366 

589

AC-FT 292,200

-Discharge computed from once-daily staff-gage readings Dec. 17 to Jan. 21, June 23 to Sept. 7. 

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

2 

3

7

13

13

14 

15

17

19

21

2/

23

MAX 

HIM

330

260 

330

150

200

150

260

2C2LO

I9i:

170

145

150

150

426

33C

333 

323

Io7

<JO'J

i°J

BIO

517

6U7 

580

643

t25

.up

688

688

688

688 

688

688

535

499

840

625

_____

580

562

558 

58<3

5C 8

230

200

175

70

50

170

175

185 

!"3C

175

206

236

212

72

68

51

54

57 

84

36

39

42

68

115

B4

39

28

JUNE

30

5.0

18 

12

0 

0

C 

0

2.8

115

185 

18C

190

51

212

C

JULY

155 

140 

96

B4

92 

Si

25 

65

75 

30

115

96

02

88

130 

15C

218

212 

206

195

224 

57

AUG.

218 

236

130

60

160

130

84 

6B

80 

125

150

150

110

6B

39 

39

36

30 

25

18

236

15

SEPT.

30 

60 

60

76

80 

84

ICO 

120

135

150

224

323

254 

248

212

2OC

180

165 

150

135

4,517

394

18

Hote. Discharge computed from once-daily staff-gage readings Oct. 3 to Nov. 7.
MISSISSIPPI RIVER DELTA 

7-3857. Bayou Teche at Keystone Lock, near St. Martlnvllle, La.--Continued

DISCHARGE, IN CUBIC Fttf PER SECOND, WATER YEAR CCTOBER 1963 TO SEPTEMBER 1964

DAY

1

MA 

MIN

OCT.

68

81, 

70

76

8*

84

80 

7o

68 

08

64

S3

42

NOV.

72

Zbl

2aa

281 

281

212

165

155

42

DEC.

652

517

432

450

760

742

450

1,150

550 

880

820

1,050

780

544

715

688 

670

670

688

894

535

,280

982 

940

880 

810

652

553

582

582

574 

566 

587

441

420

256 

229

242 

441 

464

277

196

137

111

97 

120

124 

121 

110

98

88

186 

1.4

825 

783

461 

324

213 

169 

229

178

127

55 

18

84

309 

451

870 

2.7

493 

506

430 

367

307 

327 

224

192 

185 

222

176 

219

248 

214 

331

357

352 

490

242

230 

224

185 

155 

135

506 

135

125 

115

92 

84

92 

88 

96

92 

76 

57

36 

51

145 

200 

212

260

302 

322

285 

248

229 

231 

275

424 

506

506 

36

AC-FT 208,000

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2 

3 

4 

5

7

8

11 

12

15

16 

17 

18

IS

21 

22

^

ib

29 

30

MAX 

MIN

1.1,20

910

678

608 

540

4S2

350 

332

300 

273

456 

531

1,030

403

232

212

192 

201 

187

552

655

850 

782

Sfa3 

882

882

677

965

l.Qlti

806 

584

632

535

360 

300

145 

142

1.22C

728

722

674

513 

573

798

702 

726

910

521

789

889

780 

730

841

~^Ei

1,290

1,750

1,260

932

789

285 

288

297

288 

284 

278

2,170

248

268

280

216

199 

224

206

189

333

177

221

186 

172

141

187 

165

156

188 

152

222

101

176

183

126 

127

169 

162

120 

95 

116

184

123

157

175

128

87 

89

71

65 

106

118 

104 

98 

94 

100

86

78 

99

122

124

141 

217

147

135 

115

104 

100

93 

96

195 

222 

278 

280 

280

287

418 

439

421

388

285 

272

266 

215

843

920 

898

662 

581

557 

530

446

396 

379 

378 

465 

598

705 

75*

631
MISSISSIPPI RIVER DELTA 1019

7-3860. Bayou Carencro near Sunset, La.

Location. Lat 30°22'35", long 92°02'35", in lot 71, T.8 S. , R.4 E. , Louisiana meridian, near center 

of span on downstream side of bridge on U.S. Highway 167, 1-| miles downstream from Texas and New 

Orleans Railroad Co. bridge, 2' miles southeast of Sunset, and 4' milea upstream from mouth.

Drainage area. 37.1 sq mi.

Records available. October 1943 to September 1961 (discontinued).

Gage.--Water-stage recorder. Datum of gage is 12.77 ft above mean sea level (Louisiana Geodetic 

Survey bench mark; levels by Louisiana Department of Public Works). Prior to Hov. 2, 1950, staff 

OP wire-weight gage at same site and datum. Auxiliary water-stage recorder on Vermilion River 

600 ft downstream from mouth of Bayou Carsncro. Datum of auxiliary gage is at mean sea level 

(Louisiana Geodetic Survey bench mark). Prior to Oct. 1, 1948, staff gage for station on Bayou 

Teche at Arnaudville used as auxiliary gage. Oct. 2, 1948, to Aug. 25, 1959, auxiliary 

wire-weight gage at present site and datum.

Average discharge. 18 years, 54.2 cfs (39,240 acre-ft per year).

Extreme a. Maximum and minimum discharges for the water year 1961 are contained in the following

discharge (*), peak discharges above base (1,500 cfs), and annual minimum discharge

Water 

year

1961

Maximum

Date

Feb. 18, 1961 

June 20, 1961 

Sept. 13, 1961

Time

0130 

1030 

2330

Discharge 

(cfs)

* 3,720 

2,540 

1,520

Oage height 

(feet)

16.10 

14.31 

12.05

Minimum

Date

Many days

Discharge 

(cfs)

0

Oage height 

tfeet)

-

1943-61: Maximum discharge, 4.2SO cfa Mar. 13, 1947 (gage height, 17.10 ft); no flow for 

many days in each year.

Remarks. Records fair,

DISCHARGE, IN CUbIC FEET PEK SECOND, WATER YEAR OCTOBER ! »££ TO SEPTEMBER 19t,l

DAY

1

2

5

7

^

10

11

12

13

14

15

Ib

17

lii

1*

20

21

22

23

24

25

20

27

2rt

2 C

3L

MAX 

M1N

CFSM

AC-FT

HCT.

u

0

0

.40

0

.lu

t,

U

.20

.2u

1.2

.to

.53

 4u

37

9.2

2./

.60

.3C

.40

.4u

25

4C

4.3

1.0

.50

i. 6

41'

0

.11

254

NUV.

2.C

1.2

.43

.40

.2U

.20

C

.10

. t-'i

^

.4J

.40

.4U

1.4

2.6

l.Z

.5G

 .-,0

14

3.c

1.4

. MJ

.30

.20

.40

.10

"

.'.3

'^

DEC.

0

C

. 30

 40

3.3

13

8C

6.5

2.7

2.6

31

9.1

3.0

1.5

.Hi,

3.0

tj. 6

i.l

 3u

1. f>

2.2

1.0

1.4

442

9t

1.05

,i,*t,G

JAN.

258

23

3.4

2.4

75

118

16

7.0

4.8

366

14C

lit

7.4

3.7

3.0

2.3

2.2

1.6

1.2

1.3

1C 7

555

101

14

1C

0.2

1.2

<!.IC

4.7SU

FEB.

2.9

11

6.1

3.7

210

d.i

4.6

3.2

2.4

1.6

1.6

1.2

2.3

1,270 2,<>ce

1,290

361

2t9

911

2C8

6f

64

15

12

10

 

 

1.2

7.47

15,380

MAR.

13

9.

3.

3.

4.

2.

1.

1.

1.

1.

1.

1.

1.3

IBS

IE-:

44

110

I5.t

2.7

1.5

.60

.40

4.3

5.C

l.f

23

b» B

"?

,55

1,2-iG

API-.

1.3

.40

7

15

4

.4

' .8

 .9

.3

.3

l.G

.80

.80

.50

.40

.20

.20

.50

.20

0

23"

108

I?

3.3

1.7

t

.73

1,623

MAY

8.1

98

c.e

3.7

1.2

0.6

2.9

l.C

.7C

.4C

.?r

It 3

S5

20

6.0

2.7

1.5

1.0

.70

42

295

158

29

9.6

5.4

3.1

2.2

.20

.H3

i,9:c

JUNE

1.2

.80

.50

,4C

.20

.20

.BC

1.2

1.2

81

124

37

13

4.2

'.6

110

2,220

1,190

316

123

35

20

80

71

16

5.8

3.1

2 ' .K2

4.01

6,aM>

JULY

.5

8

3

.8

.4

1

11

46

31

7

1

1

S

4

1

 *"

.B

1

.8

.5

.3

.a

.1

i

2.:

1.67

3,BU

AUG.

96

31

77

34

514

75

30

11

5.6

4.3

4.6

3.7

11

5.1

2.7

?.2

2.0

1.8

1.6

1.3

1.?

.90

.BC

. lO

.40

.40

.40

.20

1.0?

2,340

SEPT.

.2C

.20

1

2

.8

.2

.5

18

41

51

1,29

47

18

3

1

.8

.0

.1

.0

.0

,c

,e

.8

.6

.5

.3

.2

.2

2.8

6,34

CAL YR 196C: TOTAL 7,678.40 MEAN 21.0 CFSM .57 IN 7.70 AC-FT 15,230 

CFSM I.B2 IN 24.77 4C-FT 4a,ooO
MISSISSIPPI RIVER DELTA

7-3865. Bayou Bourbeau at Shuteston, La.

Location. Lat 30°25'40", long 92°05'30", in lot 174, T.7 3., R.4 E., Louisiana meridian, near 

center of span on downstream side of bridge on State Highway 178, three-quarters of a mile eas 

of Shuteston, if miles northwest of Sunset, and 2 miles upstream from Bayou Sylvain and from 

Texas and New Orleans Railroad Co. bridge.

Drainage area.--19.0 sq ml.

Records available.--October 1942 to September 1965.

Gage. Water-stage recorder. Datum of gage is 27.14 ft above mean sea level (Louisiana Geodetic 

Survey bench mark; levels by Louisiana Department of Public Works). Prior to Dec. 8, 1948, 

staff gage at same site and datum.

Average discharge. 23 years, 25.9 cfs (18,750 acre-ft per year).

Extremes. Maximums and minimums (discharge in cubic feet per second, and gage height in feet). 

Annual maximum discharge (*) and peak discharges above base (700 cfs), water years 1961-65

Date

Feb. 17, 1961

June 20, 1961

Dec. 17, 1961

Time

2030

0630

1900

Discharge

* 1,740

1,130

* 845

Gage 

height

10.30

9. 28

8.78

Date

Aug. 2, 1963

Mar. 2, 1964

Oct. 4, 1964

Time

1700

0830

0930

Discharge

* 715

* 1.O7O

1,370

Gage

height

8.53

9.19

9.70

Date

Dec. 11, 1964

Mar. 1, 1965 

Sept. 10, 1965

Time

09OO

0730 

2200

Discharge

1,130

* 1,400 

900

Gage 

height

9.28

9.76

8.88

No flow for many days in each year.

1942-65: Maximum discharge, 2,840 cfs Jan. 13, 1947 (gage height, 10.8 ft, from graph based 

on gage readings), from rating curve extended above 1,400 cfs; no flow for many days in each year.

Remarks.--Records fair.

IN CUbIC FLtT PEK SEC2ND, WATFi- YEAR OCTOBER I9oO TO SEPTEMBER l','.l

I

2

3

4

5

7

a

q

10

11

12

13

14

15

16

17

le

2C

21

22

23

24

25

26

27

28

2?

X 

31

MEAK 

MAX 

MIN

CFSM

IN. 

AC-FT

c

0

0

0

o

.10

.10

.10

0

0

0

o

0

.U

.20

.13

.10 .! :

11

5.1

2.7

1.7

1.3

1.1

IS

64

23

6.6

3.4 

2.0

4.82 

0

.25

.2*3

1.2

.t>0

.4j

.30

.^C

.1C

.1C

. lu

.1C

.1C

c

lj

.10

» 10

.10

.10

.6

.8

.0

1

1

.5

.0

.7

.2

.0

.ui

2.35

b

.12

.14

t>i_.

.4C

.30

.30

.3L

.4L

.&C

. 3L

1.0

6.0

aO

2<*

11

6. °

28

21

1C

5.6

3.4

7.0

5. 5

2.3

i.a

1.4

1.0

.8C

144

74

19 

173

2j.L

.3C

l.'JS

1.21

1J4

3C

5.7

4.9

i.O

^ T

21

222

71

16

7.5

4.6

til

7t

18

e.o

4.4

3.0

i.O

1.7

1.4

1.2

4.3

7c

1SC

61

IK

8.5

i.O 

3.2

1.2

1.82

2.10

2.4

4.4

 =.0

5.7

3.2

23

8t

44

12

5.7

3.2

2.1

1.4

1.0

. ac6.1

880

1.10C

60

5b

3CC

82

23

15

7.7

4.1

2.8

 

"::::

.80

5.84

6.1/8

CAL YK 1960: TOTAL 3t490. 53 MEAN -i.54 MAX

2.7

3.1

?.7

2.1

1.7

L.E

3.r

3.2

2.4

1.7

1.3

.7n

. *>Q

.40

.20

.1*.

B7

127

241

58

13

5.6

3.2

2.1

1.5

8. 1

15

8.8

163 

1C8

1.6C

1.85

26

8.2

4.2

2.5

1.3

57

srl'*

8C

64

13

H

11

5.1

2.7

l.H

1.3

1.0

,7<j

.60

.5'

.4C

. 3°

.3r

17b

102

18

5.7

2.S

.30

1.22

1.37

2Z6 MIN 0

7.9

113

 31

1 fl

6.0

,.,_

1.5

l.C

3.T

2.5

1.4

.8C

.41

.30

17

13

4.7

.6C

.4C

15

22S

113

25

9.1

4.1

2.1

1.1 

1.2

.3C

1.17

1.34

CFSM

1.0

1.7

4.4

l.tl.r

.50

.JC

.10

.10

.10

.10

.10

.8

4

ti

4

2

1

90

51

10

2 )

.?

7.C

83

54

13

5.4

3.2

.10

3.50

1.90

2.7

l.s

1.5

1.^

2C

61

33

10

6.5

9.0

r>.G

llrt

I?6

31

8.7

4.6

3.4

4.6

4.4

3.2

2.6

2.1

1.6

1.3

1.2

1.2

1.3

2.1

2.5

1.2

.63

13

8.5

,7

 °

1

13

f

1

':

.7

. 5

.p

.30

.80

.80

.80

1.5

1.3

.80 . >c

4.f

H.5

a.n

4.6

3.7

2.5

1.8

1.3

l.r

.70

.54

. 55 .62 

¥71 634

>L

.*

.5

1

1

1

.8

, 3

.5

6

21

23

52i

15

4

1

.2

.6

1.0

.70

. 5^

,3C

.3"

.20

.1C

.10

.10

.1C

.1C

2.33

?.60 

2.65C

.50 IN 6.8C AC-FT 6.92C
MISSISSIPPI RIVER DELTA

7-3865. Bayou Bourbeau at Shuteston, La.--Continued

DISCHARGE, IN CUBIC f=EET PER SECOND, WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

11

20

21

22

23

24

25

26

27

28

29

30

31

TOTftL 

MEAN 

MAX

MIN 

IN.

.10

.10

.10

.10

.10

.10

0

0

0

0

0

0

0

0

0

0

c

0

0

0

0

c

c

0

0

0

0

0

0

0

0

.019 

.10

0

0

0

35

24

8.1

3.6

1.8

.80

.60

.30

.30

.30

256

388

112

86

30

9,5

4.6

2.6

1.6

2.9

12

8.2

4.1

2.5

1.3

.40

.10

.10

 -

388

0

0

0

0

.10

.10

0

0

c

0

.1C

0

32

111

40

105

176

482

526

117

29

9.8

5.2

3.5

2.2

1.7

1.2

1.3

1.7

1.4

1.0

.80

526

0

.70

.50

.60

5.0

44

67

17

6.3

4.1

4.8

4.3

4.2

4.1

4.5

158

77

20

67

397

102

27

12

8.1

6.4

5.3

35

378

93

20

7.0

3.7

397

.50

2.5

1.5

1.0

.50

.10

.10

0

0

0

0

0

0

0

0

c

0

0

0

0

0

0

0

0

0

0

0

0

.10

 

__ . *

 

2.5

0

.10

. 10

0

0

0

0

0

0

0

0

0

0

0

0

.1C

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

197

197

0

«

15

5.

2.

2.

1.

1.

1.

1.0

1.0

1.0

112

60

10

3.8

2.1

1.3

.80

.50

.50

.50

.50

15

193

42

15

41

368

77

13

 

368

.50 

1.88

4.6

2.2

1.3

.80

.3C

.20

.10

0

0

0

0

Ij

0

0

0

0

0

.30

.20

.10

0

0

0

C

0

0

0

0

0

3.0

30

30

0

.07

85

6.0

1.2

.30

18

20

7.0

2.3

2.4

2.4

58

32

6.0

8.0

56

18

4.0

15

68

142

152

51

9.7

3.0

1.1

.30

.10

0

0

0

0

 

152

0 

1.19

1.360

C

Q

0

.40

.20

.10

0

.10

.10

.10

c

0

0

0

0

.60

1.0

.80

.80

.60

.50

.30

.10

0

0

0

0

0

0

0

0

1.0

0 

.01

11

.10

.60

.20

.10

.10

.20

.20

.20

.30

.50

.30

.1C

.30

9.C

f.6

5.1

3.2

1.8

.90

.30

.10

0

0

0

.30

.70

.70

.30

1.8

17

13

IT

0 

.11

133

5.B

*.0

2.C

5.4

32

16

8.2

8.6

6.8

3.8

2.6

2.1

1.8

1.8

27

155

62

15

5.5

2.5

1.4

.80

.40

.20

.10

.10

0

C

0

0

155

0 

.65

734

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOB6R 1962 TO SEPTEMBER 1963

DAY

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30 

31

MEAN 

MAX

MIN

CFSM 

IN.

OCT.

.80

5.7

3.5

1.5

.70

.30

.10

.10

.10

0

0

0

0

0

12

34

11

5.

2.:

! 

. 0

4.

2.

1.

. 0

. 0

. 0

. 0

. 0

. 0

2.

2.92

0

.15 

.18

NOV.

1.0

.40

.20

.10

0

0

0

0

0

0

0

0

0

0

0

0

G

0

0

0

.10

.50

.40

.30

.10

.10

.20

.20

.10

.10

.13

0

.007

DEC.

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

.10

0

0

.10

.10

.10

.10

.10

.10

.10

1.7

2.3

2.1

2.2

2.5

2.0

74

290

70 

14

14.9

0

.78

4.8

8.0

27

10

4.9

3.8

3.0

2.0

1.5

1.0

IBS

362

74

14

4.9

3.2

32

403

232

278

103

29

10

4.9

2.6

1.7

1.2

.90

.60

.30

.20

5B.4

.20

3.06

.10

0

0

0

O

0

0

0

0

0

0

0

0

0

o

0

0

103

271

62

15

7.0

7.8

156

74

18

7.4

3.7

 

 

25.9

0

1.36

2.1

1.4

l.C

.90

.60

.60

.60

.60

.80

.80

.90

1.1

1.0

.80

.80

.70

.70

.60

.40

.30

.20

.10

.10

.10

.10

.20

.40

.50

.40

.20

.10

.62

.10

.03

C

0

0

0

0

0

0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. 0

. o

. 0

. 0

. o

. 0

. 0

. o

. 0

. 0

c

0

c

.073

0

.004

0

0

0

0

0

.1C

.10

.10

.10

.40

.80

.40

.10

.10

.10

.10

.10

.10

.20

15

41

17

6.9

3.5

1.4

.40

.10

.10

.10

.10

.10

2.85

0

.15

.10

.10

.10

.10

.10

.10

6.1

3.4

1.7

.90

.60

.40

.40

.70

.60

.60

1.2

3.7

2.5

11

58

45

15

92

40

9.7

4.4

2.1

30

77

13.6

.10

.71

142

49

34

B.5

5.2

2.5

1.2

.60

.30

1.2

1.8

5.1

S.8

5.2

2.6

1.5

1.2

1.1

1.3

1.2

.80

.60

3.5

6.6

12

28

16

7.2

4.2

2.5

1.8

11.4

.30

.60

1.4

342

235

55

12

5.6

3.6

3.1

11

13

7.0

4.3

3.4

8.8

145

80

18

6.2

3.4

3.0

2.9

2.1

1.*

1.3

1.2

1.0

1.0

.80

.BO

.80

.80

31.5

.80

1.65

.70

.80

1.0

1.3

1.3

1.2

.80

.50

.60

.60

.60

.60

.80

.90

.80

.60

85

411

14?

55

11

3.9

1.8

.80

.50

.30

.20

.10

.10

0

24.4

0

1.28

IN 8.94 AC-FT
MISSISSIPPI RIVER DELTA

7-3865. Bayou Bourbeau at Shuteston, La.--Continued

DISCHARGE, JN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1963 TO SEPTEMBER 196*

I

 4

^

b

9

7

?

1C

11

14

15

16

17

18

15

2G

21

22

23

24

25

26

27

28

29

MEAN

MAX

MIN 

CFSH 

IN.

AC-FT

0

£

Q

£

0

D

0

0

0

0

a

0

0

u

0

c

G

a

0

.10

.10

.10

. lu

0

.013

.1C

0

0

c

.10

.*-c

.^0

19

21

7.0

3.C

l.u

.70

. 6C

.80

.70

.to

.00

.0.3

.30

2. 3

2.5

1.8

1.3

1.1

3-»

52

5.76

52

3*3

4.9

Z. +

1.9

1.

. '

c

. I/

 t

. 3P

2.8

315

143

42

12

5.7

3.2

16

1.24

72

21

6.

« 

3.

2.

1.

1.

29. Z

315

. ?U

1.5

1.5

1.3

3.0

246

239

84

38

12

12

5.4

3.3

190

339

98

31

12

6.7

4.1

3.0

4.7

0.9

0.7

3.5

1.9

1.0

46.4

339

.40

.30

.20

.1C

C

23

24

8.1

l.°

1.1

.60

.50

.40

.50

.60

5.6

64

23

8.C

3.7

2.6

1.9

14

257

84

22

9.1

4.8

19.7

257

C

115

900

2S3

54

17

6.S

3.9

1.8

1.3

.90

.60

15

215

66

8.7

5.2

61

85

17

5.4

l.=

.60

1.3

.60

.20

0

0

60. 3

9CO

0

0

0

0

0

0

0

c

c

0

0

0

0

c

0

0

c

0

c

0

c

c

0

c

5.8

29

12

5.2

1.81

29

0

108

2.7

44

26

7.7

3.1

4.8

2.5

.60

.50

.30

3."

33

14

3.5

1.1

.50

.20

.10

.10

.10

0

0

.10

.20

.20

.in

1.0

7.16

68

0

440

1.0

.60

.60

.50

.40

.30

.30

.60

.60

.50

.30

.20

.20

.50

.60

.50

.30

.20

.20

.40

3.2

1.5

.90

.80

15

28

7,3

6.50

129

.20

387

325

21J

331

147

43

10

3.7

.80

.50

.40

.20

.20

.20

.20

.20

.50

10

6.0

3.0

.50

.30

.40

15

30

1C

20

9.0

38.2

331

.20

2.350

.60

.40

.20

.20

2.0

1.5

1.0

35

79

33

11

2.

1,

I.

2.

3,

75

118

35

45

148

50

35

228

84

22

10

33.6

228

.20

2,070

1.3

.70

.40

.20

.20

1.4

3.0

1.8

.80

.40

.30

.10

0

0

57

94

28

12

4.9

2.?

.80

.40

.30

.20

.10

.20

.30

7.17

94

0 

.38

427

DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBER 1965

1

2

3

4

5

f,

7

8

5

10

11

2

^

4

5

b

7

8

^

* 

1

i

3

4

5

26

27

2B

n

30 

31

MEAN 

MIN

CFSM

IN.

l.C

.60

72

1.22U

900

295

102

42

15

7.2

3.S

1.7

.30

0

0

0

c

0

0

0

0

c

>J

c

0

0

u

36

48

15 

4.1

89.2

0

4.67

5.38

1.-4

.50

0

^

0

c

.10

i.a

1.6

.8C

0

0

0

0

0

0

1.5

5,1

42

ISb

80

24

7.*

44

147

72

2<t

53

51

11

1.35

1.51

5.3

2.2

1.0

16

23

7.6

3.1

1.0

.30

56

1,040

548

125

45

16

7.2

3.8

325

178

62

23

14

8.7

7.5

5.6

3.9

2.7

l.s

1.2

.80

.60

,3C

4.25

4.95

4.2

3.5

2.4

3.7

5.1

3.2

1.5

.80

.80

,50

.20

0

C

0

0

£

0

0

0

0

0

48

343

101

29

10

4.2

2.1

1.0

.50

.30

0

.95

1.10

.10

C

0

c

0

0

.50

.30

.20

115

146

484

116

38

12

24

231

110

37

11

4.9

2.9

1.3

140

142

36

9.7

203

 

 

0

3.49

3.63

1,120

880

176

46

14

5.1

2.8

1.6

.90

.60

.50

.50

.50

.50

.50

.50

.30

.20

0

0

a

0

0

0

0

a

6.1

15

5.5

5.8

12

0

3.88

4.47

7.5

3.0

1.1

.40

.10

0

0

0

0

0

0

0

0

0

c

c

0

0

0

c

0

0

c

c

0

.10

c

.10

.10

0

0

.02

.02

.10

.70

.70

1.8

2.2

1.4

.80

.50

1.6

6.7

3.1

1.3

.70

.40

.20

.10

.10

.10

0

0

0

.40

2.1

6.8

5.4

3.1

1.3

1.7

13

9.8

4.6

0

.12

.14

2.8

.70

.20

0

0

0

2.6

37

12

4.8

2.1

.80

.40

.20

.40

7.8

7.

3.

1.

. a

. 0

. a

. 0

. 0

i.

3.

3.

2.

I.

1.

0

.17

.19

.80

.50

.50

23

61

49

18

6.2

2.8

1.7

2.5

2.7

11

5.6

2.3

1.0

.40

.20

.30

.40

.50

.40

.30

.30

.30

.30

.60

2.6

13

22

7.1

7.65 

.20

.40

.46

2.6

1.0

.50

.30

.60

14

51

40

?2

58

24

8.0

3.5

l.S

1.0

.50

.40

.30

,20

.40

27

191

109

75

35

12

6.7

8.3

7.1

4.3

2.2

22.8 

.20

1.20

1.38

1.1

.80

1.0

.70

3.1

1.0

.20

.20

.10

452

640

202

72

22

8.0

3.5

1.4

.70

7.6

51

61

81

90

98

52

19

7.5

3.9

2.1

1.3

62.8 

640 

.10

3.29

3.67

CFSH 1.98 IN 26.90
MISSISSIPPI RIVER DELTA 1023

7-3867. Ruth Canal near Ruth, La.

Location.--Lat 30°14'35", long 91°53'05", In NE^HW^- lot 95 (corrected), T.9 S. , R.6 E., near center 

of span on downstream side of bridge on State Highway 31, 1,200 ft above control structure, 1,500 

ft downstream from point of diversion from Bayou Teche , 0.4 mile northwest of Ruth, and 2.2 miles

south of Breaux Bridge.

Drainage area. Indeterminate.

Records available. August 1959 to September 1965. Gage heights only May 1945 to June 1946 (fragmentary), January 1947 to September 1960 in reports of Corps of Engineers, New Orleans district.

Gage. Water-stage recorder. Datum of gage is at mean sea level (Corps of Engineers bench mark). 

Jfuxlliary water-stage recorder 150 ft below control structure at same datum.

Average discharge.--6 years, 181 cfs (131,000 acre-ft per year).

Extremes. Maximum and minimum discharges for the water years 1961-65 are contained In the following

Water

year

1961 

1962 

1963 

1964 

1965

June 18 

May 4 

June 21 

May 18 

May 14

Maximum dally

Date

1961 

1962 

1963 

1964 

1965

Discharge 

(cfs)

445 

508 

526

513 

554

Minimum dally

Date

Oct. 3, 4, 1960 

Nov. S, 11, 12, 1961 

Sept. 3-5, 1963 

Several days 

July 27-3O, 1965

Discharge 

(cfs)

20 

22 

18 

18 

18

1959-65: Maximum daily discharge, 573 cfs May 10, 1960; minimum daily, 18 cfs Sept. 3-5, 

Oct. 22 to Nov. 7, 1963, July 27-30, 1965.

Remarks. Records good except those for water years 1961 and 1964, which are poor. Total flow 

through control structure diverted from Bayou Teche. Diversions are. for Irrigation.

DISCHARGE, IN CUBIC FEET PER SECONOi WATER YEAR OCTOBER 1960 TO SEPTEMBER 1961

1

2 

i

5

7

a

10

12

13

15

16 

17

19 

10

Zl 

22 

23

24 

25

26 

27

28 

25

3C

MAX 

HIN

21

21

ii

22

Zl 

21

22

2Z

20

Z7

26 

26

25

22 

22

23

22

22

21 

21

27

26 

26

26

21

32

28 

31

231

246 

251

232

28

241

128

143

130 

125

______

93

93

128

144

136

144

S3

APR

148

140

139

144

422 

421

409 

413

137

MAY

411

402

401

405

423 

421

393 

398

260

314

349

260

JUNE

378 

383

3BB

392

391 

3B6

333 

304

292 

245

233 

258

233

JULY

283 

312

355

392

389 

365

375

422

420

419 

432

438 

412

283

AUG.

386 

399

429

421

432

398 

400

399

343 

346 

338

303 

290

276 

244 

253

244

SEPT.

276 

273

271

M2

264

282 

241

170

151

145

164 

202 

219

234

248

264 

276

284 

289 

290

290 

144
1024 MISSISSIPPI RIVER DELTA

7-3867. Ruth Canal near Ruth, La.--Continued

DISCHARGE. IN CUBIC FEET PER SECONOt WATER YEAR OCTOBER 1961 TO SEPTEMBER 1962

DAY

1 

2

4

5

6

7

8

10

J.1 

12 

13

14 

16

18

20

21 

22

24 

25

26

28

29 

3t

31

MEAN 

MAX

MIN ,

OCT.

293 

294

291

287

248 

234 

233

164 

lit

128

125

12 

12

12 

12

12

,12»

126 

128 

128

294 I't2

NOV.

131 

125

23

23

22 

22

28

31

29

28 

28

27 

27

26

 

131 

22

DEC.

26 

27

26

28

28 

28

3fc

35 

32

3C 

3C

30

28

36 

26

JAN.

28

28

2B

27

29

31

30

28 

28

30

32 

27

FEB.

28

27

26

26

26

29 

26

MAR.

245

243 

246

245

242

244

251

APR.

471

4S8

486

460

447

488

MAY

50B 

48B

431

458

406

406

282

508 

282

JUNE

341

369

368 

391

364

365 

421

 

427

JULY

341

328 

294

2SO

238 

195

232

235

150

168

135

341

AUG.

99

98 

98

97 

96

94 

91

88 

88

86

82

81

80 

79

7B

81 

82 

82

84 

98

125 

78

SEPT.

24

25 

185

1S4

182

186

89 

89

81

78

169

180

180

182 

179

176

176 

124

101 

98

189 

24

1

1962: TOTAL 68,401 MEAN 187 MAX 508 MIK 22 AC-FT 135,700

DISCHARGE, IN CUBIC FtET PER SECOND, WATER YEAR OCTOBER 1962 TO SEPTEMBER 1963

J 2

3

b'

7

a

9

id 

11

12

13 

14 15-

LL 

171*8 

JV

20

21

22

26 

il

26 

25 

30 

31

TOTAL 

MEAN 

MAX 

MIN

103

99

107 

1C6

103 

1C4

105

112

ic;

ls,0 1"CC

99 

Kl

its

163

1C6

1C6 

IC4

102 

Ibl 

106

S-9

103 

1,2

-107

106

52 

2C

20

20

_C

 zo

to

24

24

iC

24 

24

24

23

23

il 

22 

22 

22

22

II

22

26

3C

27 

26

27

26 

25

30

27 

27

27

32

29

28

2S 

28

27

27 

27

27 

8? 

156

155

126

141

_____

149 

153

150

155 

155

153

5C2 

489

496

359

412

455

80

82 

85

382

372 

345

362

387

386

346

318 

283

228

239 

2C3

207

208

326

158

403 

158

165

134

108

91

52 

51

62

348

229

51

3C^

239 

232

160

SCO 

259

2-7 

292

I2 81

262 

337

364

160

359 

361

231 

157

110 

102 

102

101

103 

1C3

101 

99

98

99 

100

99

3°7

99 

42 

18

18

19 

19

19

20 

20 

20

20 

21 

24 

23

22 

22

21

21

20

20

18

Note. Auxiliary gage-height record based on once-daily staff-gage readings May 25 to Sept, 30.
MISSISSIPPI RIVER DELTA 1025

7-3867. Ruth Canal near Ruth, La. Continued

DISCHARGE, IN CUBIC FEET PER SECOND, HATER YEAR OCTOBER 1963 TO SEPTEM3ER 1°64

1

4 

5

7

If.

11 

12

13 

14 

15

16 

17 

18 

li

il

22. 

23

24

25

26 

27

28

30

TOTAL

MEAN 

MAX 

MIN

20 

20

19 

19

15

19

19

19

19 

1?

19 

19 

11 

13

18 

18 

18

IB

18

la

18

18

581

IB. 7

20

ie

18

18

IP

18 

18

22

i.i 

22

22 

21

21

20

20 

21.

20

2C 

20 

22

27

617

27 

18

3TAL 54.2

29 

2V

26 

28

25

27

29 

31'

30 

3C 

29

2E

29

25

2S

2? 

79

28

28

B73

JO 

24

31

27 

27

26 

31

28

28

c8

31 

32 

32 

32

29 

28

28

25

21 

28

28

t=ia

29. G 

32 

26

1EAN 14=

28

28

27 

28

27 

2o

25 

26 

27 

27

za

28

29

21

8C2

27.7 

32 

25

MAX 

MAX

30

-b

2'-

3.

131

175 

177

le?

£4

78 

86

ft I

B7

U4 

169

23

526 

513

189

184 

182

1=)0 

187

185 

425

5C6

485 

484

489

486

511 

481 

4B4

258

511 

182

UN 18 

11N 18

256

486

424 

458

460

461

455 

51? 

505

496

461 

427

326

332

43C 

513 

222

AC-FT

AC-FT

338

276

143

102

100

101 

1C1

10P 

100

ICO

«7

9f> 

97

19

143 

354

19

U7,6I<C 

S7.G70

72

17C

298 

25ft

?:.4 

1=9

12'

rj9 

1C.

98

r-5

C7

'5

",5

96

1S1

293

02

31

128

127

93

8S

88 

90 

91 

86

83

62

SC 

P4 

85

88

96.7 

135

5.95C

9C 

6"

86 

R4

8?

78 

PI

81

80

76

42 

20 

21 

22

22

22 

22

J2

22 

72 

22

J5

1,5E C

<=C

2C

Note. Stage-discharge relation indefinite July 17 to Sept. 16. Auxiliary gage-height 

dally staff-gage readings Oct. 1 to May 25.

DISCHARGE. IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1964 TO SEPTEMBFP 1=65

DAY

1 

2

3 

4 

S

7

8

10

12 

13 

14

15

16 

17 

18 

19 

20

22 

23

25

27 

28

29

30

MEAN 

MAX

OCT.

26

31 

49 

45

39 

36

32

30 

30 

29 

2d

27 

26 

25 

24 

24

23 

23

22

22 

23 

25

26

23.9

NCV.

28

27 

27 

26

24 

24

23

22 

22 

21 

21

21 

21 

21 

22 

25

28 

28

30

30 

30 

30

31

25.5

DEC.

31

30 

3U 

3U

28

28

319

276 

281 

278 

275

273 

376 

414 

42C 

415

478 

434

452

4)8

494

486

291

JAN.

26

28 

28 

28

23 

2°

29

23 

28

28 

28

27 

27 

27 

26 

26

26

30

30

23 

28

28

28

27.8

FEB.

23

27

26

25 

25

25

32 

32 

31 

30

30 

33 

32 

32 

29

28

29

29

 

28.5

MAR.

3a

33

38

34 

33

31

30 

30 

M 

29

29 

29 

29 

446 

453

443

445

432

205

APR.

450

450

448

448 

44t

442

473 

484

486 

526

512 

511

508 

506 

504

528

525

527

488

MAY

525

524

520

552

53 fi

528

516 

515 

554 

523

515 

511 

50? 

483 

467

466

481

483

507

JUNE

502

32?

?96

297 

297

321

220 

207 

211 

228

240 

240 

242 

241

238

236

178

119

257

JULY

117

'-a

100 

1C!

l&l

1C2 

1C2 

101

130

49 

19 

19 

19 

19

1°

19

18 

18

18

59.8

AUG.

19

19

19

19

21

30

?0

19 

19 

1 s? 

lo

19

10

19

20 

20

21

22

22 

23

24

20.5

SEPT.

24 

24

22 

22

21 

21

2?

30 

30 

? ? 

26

26 

26 

2* 

25 

24

24

27

28 

29 

27

27

25.4

Note. Auxiliary gage-height record based on once-diily staff-gage readings Dec. 22 to Feb.11.
1026 REVISIONS AND CORRECTIONS TO RECORDS PUBLISHED IN WSP 1731 FOR STATIONS DISCONTINUED

PRIOR TO OCTOBER 1, 1960

7-0250. Rutherford Fork Obion River near Bradford, Tenn. 

Drainage area. 204 sq ml, revised (1929-39); 201 sq mi, revised (1939-57).
DISCHARGE AT PARTIAL-RECORD STATIONS 1027

lected.

Records collected at partial-record stations are presented In two tables. The first is a table 

of discharge measurements at low-flow partial-record stations, and the second is a table of annual 

maximum stage and discharge at crest-stage stations.

Low-flow partial-record stations

Measurements of streamflow in the area covered by this report made at low-flow partial-record 

stations are given in the following table. Most of these measurements were made during periods of 

base flow when streamflow is primarily from ground-water storage. These measurements, when correlated with the simultaneous discharge of a nearby stream where continuous records are available, 

will give a picture of the low-flow potentiality of stream. The column headed "Period of record" 

shows the water years in which measurements were made at the same, or practically the same, site.

Station 

No.

7-0101

Station name

Kirkwood, Mo.

Location

Gravois Creek basin

Route U.S. Highway 66, lj miles

southeast of Kirkwood and 2.1

miles east of Lindburg Blvd.

Drainage 

area 

(sq ml)

-

Period 

of 

record

1961-65

Measurements

Date

9-21-61 

5-18-62

 6-22-62

11- 9-62

8-14-63

10- 1-63

11-12-63

9-11-64

10-21-64

10-83-64

Discharge 

(of»)

0.97 

3.09

3.18

.99

.25

.07

.10

.30

.09

.09

Meramec River basin

7-0103

7-0104

7-0120.5

7-OL31

7-014O

7-0142

Salem, Mo.

Meramec River near

St. James, Mo.

Dry Fork near

St. James, Mo.

Huszah Creek at Dillard, Mo.

Huzzah Creek near

SteelvLlle, Mo.

Berryman, Mo.

On line between sees. 18 and 19, 

T.34 H., R.4 H., at bridge on

state Highways 32 and 72, 5 miles

east of Salem.

SE-j sec. 6, T.37 N., R.5 W., at

bridge on State Highway 8,

8 miles west of Steelville.

SW£sw£ sec. 34, T.38 N., R.6 W., at

bridge on State Highway 68,

2 miles southeast of St. James.

NWi sec. 19, T.35 N., R.2 W., at

bridge on State Highway 49 at

Dillard.

S4f sec. 25, T.38 N., R.3 W., at

bridge on State Highway 8,

8 miles east of Steelville.

Styi gee 13 T 37 N R 2 W at 

bridge on State Highway s'at

Be rryman .

c 92

_

370

-

_

173

1962-64

1953,

1957,

1962-65

1943-45,

1964-65

1943-45,

1961-65

1942-43,

1946-47,

1951,

1961-65

1943-45, 

1961-65

10-18-61 

5-23-62

7-16-62

9- 4-63

10- 1-63

10-18-61

5-21-62

9- 4,-63

10- 1-63

11- 5-63

10-20-64

11- 5-63

10-20-64

9-28-61

5-21-62

7-16-62

12-18-62

3-28-63

6- 4-63

9- 4-63

10- 1-63

11- 5-63

10-20-64

5-17-61

6-14-61

8-31-61

9-21-61

5-17-62

6-19-62

8-23-62

11- 9-62

S-15-63

10- 2-63

11- 6-63

9- 9-64

10-2O-64

8-21-61 

9-21-61

5-17-62

6-19-62

8-23-62

11- 9-62

8-15-63

10- 2-63

11- 6-63

9- 9-64

10-20-64

0.20

1.65

0

0

0

42.5

78.2

39.6

19.9

32.7

18.7

1.03

.37

23.6

42.1

14.9

21.5

43.5

55.6

16.1

12.9

18.6

12.8

a 616

a 255

62.8

59.6

182

82.

33.

60.

149

34.

52.

25.

37.

31. 

25.

78.

57.

15.

34.

46.

18.

27.

16.

20.8
1028 DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations di

Station 

No. Station name Location

iring water

Drainage 

area 

(sq ml)

years 1961-65 Continued

Period 

of 

record

Measurements

Date Discharge 

(cfs)

Meramec River basin Continued

7-0157.5

7-0157.6

7-0160

7-0176

7-0178

7-0179

7-0181

Bourbeuse River near 

Owensville, Mo.

Dry Fork Creek near 

Owensville, Mo.

Bourbeuse River near 

Spring Bluff, Mo.

Big River near Bonne 

Terre, Mo.

Mineral Pork near

Potosi, Mo.

Old Mines Creek near

Potosi, Mo.

Big River near Richwoods, Mo.

NEi sec. 11, T.40 N., R.5 W., at 

bridge on State Highway 19, 

9 miles southeast of Owensville.

SWfr sec. 22, T.41 N., R.3 W., at 

bridge on State Highway 19, 

4 miles southeast of Owensville.

HEt sec. 8, T.41 N., R.3 W. , at 

bridge on County Highway CC at 

Champion City, 3 miles northwest 

of Spring Bluff.

NEJ sec. 2, T.37 N., R.4 E., at 

bridge on U.S. Highway 67, 

2 miles north of Bonne Terre.

SWj survey 2066, T.39 N., H.2 E., at

bridge on State Highway 47,

3 miles west of Washington State

Park and 8f miles north of Potosi.

NEi survey 3039, T.39 N., R.3 E., at

bridge on State Highway 47,

0.1 mile northwest of State Highway 21 and 7 miles north of

Potosi.

NEj survey 3166, T.39 N., R.2 E., at

bridge on County Highway H,

1J- miles east of Pletcher and

7 miles east of Richwoods.

-

-

608

-

_

_

_

1943, 

1946, 

1948,

1962-65

1962-65

1962-65

1942-43, 

1946-47, 

1953,

1961-65

1961-65

1961-65

1942-43,

1946-47,

1950,

1961-65

10-16-61 

5-21-62 

7- 9-62

10-24-62

11- 9-62

1- 4-63

4-30-63

7- 4-63

9- 3-63

10- 2-63

11- 4-63

10-22-64

5-21-62 

11-24-62 

11- 9-62

1- 8-63

9- 3-63

10- 2-63

11- 4-63

10-22-64

10-10-61 

5-21-62 

7- 9-62 

11- 9-62 

5-28-63

8-20-63

9- 3-63

10- 2-63

11- 4-63

10-21-64

9-22-61 

5-16-62 

6-20-62

8-23-62

11- 8-62

8-16-63

10- 2-63

11- 8-63

9-10-64

10-21-64

9-E1-61

5-16-62

6-20-62

8-24-62

11-15-62

8-15-63

10- 1-63

11- 7-63

9-10-64

10-20-64

9-21-61

5-16-62

6-20-62

8-E3-62

11- 8-62

8-15-63

10- 1-63

11- 7-63

9-10-64

10-20-64

9-22-61

5-16-62

11- 8-62

11-29-62

3-15-63

5-16-63

8-15-63

9- 4-63

10- 1-63

11- 7-63

9-10-64

10-20-64

5.91 

11.5 

4.18

1.49

3.65

15.9

57.8

1.94

1.36

.05

2.15

.48

2.88 

.44 

.59

2.39

0

0

.09

0

16.0 

49.5 

33.8 

12.0 

a 2,000

13.4

13.4

1.23

7.79

6.46

35.3 

139 

78.2

39.0

83.8

89.3

20,8

43.0

47,6

32.9

28.4

80.5

51.2

25.6

40.6

39.1

23.0

31.3

20.4

29.9

2.57

5.56

6.10

1.57

3.53

2.23

3.08

2.37

1.38

1.46

94.2

253

166

148-

429

256

285

92.9

74.2

101

65.3

72.5

Joachim Creek basin

7-0190.5 Joachim Creek at Hematite, Mo.

Nf survey 895, T.40 N., R.5 E., at

bridge on State Highway 21A at

Hematite.

. 1961-65 9-22-61

5-16-62

6-19-62 '

8-22-62

11- 8-62

8-16-63

10- 1-63

11- 8-63

9-10-64

10-21-64

3-.41

21.8

14.2

1.88

9.81

6.37

2.46

4.90

3.62

4.04

Saline Creek basin

7-0203 Saline Creek near 

St. Marys, Mo.

T.37 N., R.9 E., at bridge on U.S. 

Highway 61, 2 miles northwest of 

St. Marys.

- 1964-65 11- 6-63 

9- 9-64 

10-21-64

19.9 

20.5 

19.1
DISCHARGE AT PARTIAL-RECORD STATIONS 102y

Discharge measurements made at low-flow partial-record stations during water years 1961-65 ii

Station 

No. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Heas

Date

Apple Creek basin

7-0206 Apple Creek at Appleton, Mo.

tffii sec. 4, T.33 H., R.12 E., at 

bridge on U.S. Highway 61 at

Appleton.

- 1961-65 9-23-61 

5-18-62

6- I y-GC

8-R2-62

11- 9-r .

8-15-63

10- 3-63

11- 6-63

9- 6-G4

10-23-G4

11.7

30.0

15.1

13.2

13.8

9.92

12. G

3.93

3 -° r

Headwater diversion channel basin

7-0211.5

7-0213

7-0214

7-0216

7-0218

7-0222

Crooked Creek at

Lutesville, Mo.

Crooked Creek near

Whitewater, Mo.

Whitewater River at

Millersville, Mo.

Whitewater River at

Whitewater, Mo.

Headwater diversion

channel at Allenville, Mo.

Headwater diversion

channel at Allenville, Mo.

E-j sec. 6, T.30 N., R.10 E., at

bridge on State Highway 51 at

Lutesville.

SWt survey 2268, T.30 N., R.ll E.,

at bridge on County Highway V,

2| miles northwest of Whitewater.

S»i sec. 23, T.32 N., R.ll E., at

bridge on State Highway 72 at

Millersville.

S»i survey 2267, T.30 H. , R.ll E.,

at bridge on County Highway A at

Whitewater.

NEfc sec. 3, T.29 W., R.12 E., at

railroad bridge a quarter of a

mile north of County Highway H

and a quarter of a mile southeast

of Allenville.

NEi sec. 6, T.29 «., R.12 E., at

county highway bridge a quarter

of a mile southwest of Allenville.

_

_

326

982

_

1961-65

1962-64

1961-65

1921-261*

1961,

1963-65

19El-59b,

1963-65

1951-59b,

1960-61

8-31-61

10-16-61

11- 4-62

9- 3-63

10- 5-6.5

11- 7-63

9-11-C4

10-29-64

10-16-61

11- 4-62

9- 3-63

10- 5-63

9-22-61

5-17-62

6-19-62

8-22-62

11- 9-62

8-15-63

10- 3-63

11- 6-63

9-11-64

10-23-64

8-30-61

11-14-02

9- 3-63

10- 5-63

11- 7-63

9-11-64

10-28-64

11- 1-6E

9- 3-63

11- 7-63

3-12-64

9-11-64

10-24-64

11- 6-60

2.63

2.09

10.0

4.88

2.34

4.64

2.09

5.69

2.12

6.95

7.33

1.10

17.4

59.1

28 .1

15.6

£3.3

18. E

14.5

17.6

13. S

1G.O

31.9

47.3

£7.8

19.8

27.5

23.4

23.5

191

2ba

104

a 23, 400

77.2

62.7

127

St. Johns Bayou basin

7-0241

7-0241.5

7-0241.7

Main ditch lateral

No. 2 near East

Prairie, Mo.

St. James ditch at

East Prairie, Mo.

Maple Slough near

NE^SEj sec. 28, T.24 H., R.16 E., at

bridge on County Road A, 7 miles

SW^-SEi sec. 30, T.25 H., R.16 E., at

bridge on State Highway 80, half

a mile east of East Prairie.

NWiSEj sec. 27, T.25 ft., R.15 E., at

21 miles west of East Prairie.

97.3

17.5

24. b

1958-61,

1963-65

1958-61,

1963-65

1958-61,

6 -F

11- 8-CO

1-12-61

10- 4-63

11- fi-B3

10-21-1:4

11- 8-60

1-12-61

6-27-iU

11-13-62

10- 4-63

11- fi-< i

10-F1-6A

11- 8-60

1-12-61 

G-Z7-61

11-13-62

10- 4-63

11- e-63

10-20-64

e.oc

31.4 

5O.7

7.47

9.1.1

2 . 4r

.55

tj . £'J

12. &

B.14

2.BF

2 . Si i

2.50

?.24

14.2 

17.4

20,9

7.40

7.1i

e.ib

Obion River basin

7-0242

7-0242.5

* 7-0243

Crooked Creek near

Huntingdon, Tenn.

Quins Creek near Huntingdon, Tenn.

Beaver Creek at Huntingdon, Tenn.

Lat 36°03'52", long 88°24'17", at

bridge on State Highway 77, 

1.8 miles upstream from Guins

ingdon .

Lat 36°05'24", long 88°25'07", at

county road bridge 300 ft 

upstream from Burrow Creek,

2.5 miles upstream from mouth,

and 6.2 miles north of Huntingdon,

Lat 35°59'56", long 88°26'0l", at

bridge on U.S. Highway 70 at Huntingdon, 0.6 mile downstream from

upstream from confluence with 

Crooked Creek.

26.5

4,3.5

55.5

1954,

1958-61, 

1963-64

1958-61,

1963-64

1946,

1948, 

1952-54, 

1957-bl

10-18-60

lL,-l'J-6£ 

10-21-63

10-1P-6U

10-10-62 

10-22-63

10-18-60

9.00

10.2

8.85

6.88

11.7 

8.19

2 1 . t)
1030 DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at

Station 

Ho. Station name Location

Drainage 

area 

(sq mi)

Period 

of 

record

Measurements

Date Discharge 

(cfs)

7-0244

7-0253

7-0253.5 

7-0260.3

7-0271

7-0273 

7-0274

7-0276

7-0277 

7-0279

* 7-0289

Reedy Creek near 

Trezevant, Term.

ftiver near Como, 

Term.

River near Milan,

Sidonia, Tenn. 

North Pork Obion

Tenn.

Cypress Creek near 

Latham, Tenn.

Richland Creek near

Pawpaw Creek at Push, 

Tenn.

South Pork Forked 

Deer River near 

Henderson, Tenn.

Middle Pork Creek

Johnson Creek near 

Jackson, Tenn.

Mud Creek near Bells, 

Tenn,

Black Creek near 

Chestnut Bluff, 

Tenn.

Middle Pork Forked 

Deer River near

Lat 36°03'25", long BB°34'45", at 

bridge on U.S. Highway 79 at

Trezevant.

county road bridge 0.4 mile downstream from Old Town Creek and 

1.5 miles south of Como.

bridge on U.S. Highways 70A

Crossville Creek and 3 miles 

northeast of Milan.

county road bridge 1.6 miles 

upstream from Cane Creek, 

2.3 miles upstream from mouth, 

and 4.9 miles southwest of 

Sidonia.

at Jones Mill, 0.8 mile downstream from Walnut Fork Creek. 

Lat 36°24'16", long 88°43'07", at 

bridge on State Highway 118, 

1.0 mile downstream from Todd 

Branch, 1.3 miles south of Latham, 

and 1.9 miles upstream from mouth

Lat 36°15'43", long 89°12'44", at

downstream from Little Richland 

Creek, 1.2 miles west of Obion, 

and 1.4 miles upstream from mouth.

Lat 36°18'36", long 89°23'08", at 

county road bridge at Push,

mouth, and 4.2 miles southwest of 

Hornbeak . 

Lat 35 0 26'55" , long 88°36'1S", at 

bridge on State Highway 100, 

l£ miles downstream from Sugar 

Creek and 2 miles east of HenderLat 35°34'08", long 88°32'44", at

upstream from mouth and 2.3 miles

Lat 35°36'23", long 88 0 53'59", at 

bridge on former U.S. Highway 70,

mouth, and 4.6 miles west of 

courthouse in Jackson.

Lat 35°40'45", long 89"07 r 55", at 

bridge on U.S. Highways 70A and 79, 

li miles upstream from mouth and 

3i miles southwest of Bells. 

Lat 35°48'57", long B9°19'15", at 

bridge on State Highway 88, 

1.4 miles downstream from Bear 

Creek, 2.6 miles upstream from 

mouth, 3.2 miles south of Chestnut Bluff. 

Lat 35°48'40", long 88"37'00", at 

bridge on U.S. Highway 70, threefrom Griffin Creek and 4.6 miles 

northeast of Spring Creek.

c 57

83.7

36.7 

17.7

14. B

d 160 

21.5

d 32.3

d 25.0 

c 26

C 90

1956-61,

1963-64

1964

1964

1964 

1958-61,

1364

1958-61, 

1963-64

1958-64

1958-62, 

1964

1954-55, 

1956-61, 

1963-64

1958-61,

1958-61, 

1963-64

1954, 

1958-61, 

1963-64

1958-62, 

1964

1954, 

1957,

1963-64

10-18-61' 

10- 9-EE 

10-22-63

10-22-63

10-23-63 

4-25-61

10-22-63

10-18-60 

11-22-60 

4-25-61 

10- 8-62 

10-23-63

10-20-60

10-12-61 

10- B-6E 

10-24-63

11-22-60 

4-25-61 

10-12-61

10-24-63

4-25-61 

8-10-61 

10- 3-62 

10- 2-63

4-25-61

8-10-61

10-26-63

10-19-60 

11-21-eO 

E- 5-61

7-20-61 

8-10-61 

1U- 8-62 

10-25-63

10- go- 60 

10-10-62 

10-25-63

10-20-60 

10-11-61 

10-24-63

10-20-60 

7-20-61

10- 9-62 

10-22-63

5.51 

7.33 

5.18

IB. 8

1.29 

49.0

.61 

.76 

8.37 

.70 

.72

1.14

1.90 

1.64 

1.02

1.49 

6.01 

1.24

101 

59.5 

58.9 

39.1

20.6

10.6

11.3

.91 

1.10

9.68

.77 

21.5 

e 1.5

.42 

.58

e .005 

e .01

8.99 

9.94

11.0 

5.98

Cold Creek basin

7-0292 Cold Creek near Arp,

Tenn.

Lat 35°48'54", long 89°35'43", at

county road bridge 0.3 mile downstream from unnamed tributary and

2.9 miles north of Arp.

16.4 1958-60,

1962,

1964

10-11-61

10-24-63

1.23

.34

Hatchie River basin

* 7-02&S.7

7-029S.9

Cypress Creek at

Selmer, Tenn.

Muddy Creek at Earner,

Tenn.

Lat 35°10'05", long 88°35'22", at

bridge on U.S. Highways 45 and 54

at Selmer, 0.2 mile upstream from

Crooked Creek.

Lat 35°03'29", long 88°37'39", at

former Corps of Engineers' gage

at county road bridge, 0.8 mile

south of Ramer and 2.0 miles

upstream from mouth.

d 44.1

48.3

1947,

1950,

1954,

1958-61,

1963-64

1948,

1958-61,

1963-64

10-19-60

4-25-61

10- 8-62

10-26-63

10-19-60

11-21-60

4-25-61

10- 9-62

10-26-63

16.8

34.4

20.9

12.3

.06

2.18

14.3

e .0005

0
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge nts made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Measurements

Date Discharge 

(era)

Hatchie Riv sin Continued

7-0294.1

7-0294.4

7-0294. B

7-0297

7-0300.2

7-0300.3

7-0301.4

Mosses Creek near

Pocahontas, Tenn.

Middleton, Tenn.

Spring Creek at

Bolivar, Tenn.

Clover Creek at

Cloverport, Tenn.

Big Muddy Creek near

Stanton, Tenn.

Lagoon Creek near 

Orysa, Tenn.

Cane Creek near

Cherry, Tenn.

Lat 35°04'46", long B8°46'53", at

county road bridge 0.7 mile downstream from Kirk Branch, 1.9 miles 

upstream from mouth, and 2.2 miles

northeast of Pocohontas.

bridge on State Highway 125,

0.6 mile upstream from Stewart

Branch and 2.3 miles north of

Middleton.

Lat 35° 14 '35", long 88° 58 '38", at

bridge on State Highway 125,

1.0 mile southeast of Bolivar.

Lat 35°23'15", long 89°00'40", at

bridge on State Highway 138,

three-quarters of a mile south of

Cloverport and 1.6 miles downstream from Bean Creek.

Lat 35°29'07", long 89°22'50", at

bridge on U.S. Highways 70 and 79,

0.6 mile downstream from Louisville & Nashville EH bridge and 

2.0 miles northeast of Stanton.

Lat 35°35'45", long 89°28'05", at 

county road bridge 1 mile 

upstream from Camp Creek,

2% miles southeast of Orysa, and

2j miles upstream from mouth.

Lat 35°40'30", long 89°41'21", at

bridge on State Highway 87 -A,

1.2 miles east of Cherry ajid

4.6 miles upstream from mouth.

47.6

40.4

121

d 84.3

92.0

C 42

C 88

1959-61,

1963-64

195B 61

1963-64*

1959-61,

1964

1959-62,

1964-65

1959,

1961-62,

1964

1959, 

1961-62, 

1964

1958-60,

1962,

1964

10-19-60

4-25-61

10-26-63

10-19-60

11-21-60

4-25-61

10- 9-62

10-28-63

4-25-61

10-28-64

10-19-60

11-21-60

6- 5-61

10-10-61

10-28-63

8-25-65

11-20-60

10- 9-61

10-29-63

10-20-60 

10-11-61 

10-25-63

10-11-61

10-24-63

22.5

34.2

19.3

14.0

10.5

IB. 8

30.2

7.15

.62

123

41.4

21.8

35.3

26.8

16.1

11.6

13.3

14.7

15.8

12.3

.48

.07 

0

.50

0

Loosahatchie River basin

7-0302.6

7-0303.5

Cypress Creek near

Eads, Tenn.

Crooked Creek near

Bolton, Tenn.

Lat 35°12'51", long 89°37'48", at

bridge on U."S. Highway 64,

0.5 mile upstream from FayetteShelby county line and 1.4 miles

northeast of Eads.

Lat 35°19'27", long 89°48' 26", at

bridge on State Highway 14,

0.3 mile upstream from mouth and

2.7 miles west of Bolton.

36.2

17.3

Wolf River basin

7-0304 Morth Pork Wolf River

near LaGrange, Tenn.

7-OS22 Nonconnah Creek near

Germantown, Tenn.

7-0340

7-0370

St. Francis River near

Roselle, Mo.

Big Creek at Des Arc,

Mo.

Lat 35°07'17", long 89°16'55", at

county road bridge 2.6 miles

downstream from north Fork Creek

and 5.5 miles north of LaGrange.

71.8

1958-62,

1964

1958-60,

1964

11-22-60

10- 9-61

10-29-63

10-29-63

.13

e .002

0

0

1954,

1959,

1962,

1964

Nonconnah Creek basin

Lat 35°03'00", long 89°49'07", at

bridge on Winchester Road, 2.6

miles south of Germantown.

70.8

St. Francis River basin

NEj sec. 4, T.33 N., R.5 E., at

bridge on U.S. Highway 72 at

Roselle.

HW£SE£ sec. 8, T.30 N., R.4 E., at

bridge on County Highway N at

Des Arc.

239

99.6

1959-64

1939*,

1962-65

1939*,

1962-65

10-10-61

10-28-63

4.80

10.7

11-22-60

10- 9-61

10-24-62

10-29-63

1.62

e .001

.11

0

5-17-62

6-19-62

8-23-62

11- 9-62

8-16-63

10- 2-63

11- 7-63

9-11-64

10-21-64

5-21-62

7-17-62

11- 9-62

9- 4-63

10- 2-63

11- 5-63

10-22-64

23.6

8.73

.32

13.6

14.4

.33

2.53

.71

.33

28.8

9.58

24.2

14.4

9.74

13.3

11.6
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water ye 1961-65 Contln

Station 

No. Station name Location

Drainage 

area 

(sq mi)

St. Francis River basin Continued

7-0380

7-0400.5

7-0403

7-0404

7-0404.7

7-0407

7-0408

7 -0408 . 5

7-0409

7-0410.5

7-0411

7-0424

7-0430.5

Clark Creek at Patterson, Mo .

Lick Creek near Dudley, Mo.

Big Slough Ditch near

Marmaduke, Ark.

Locust Creek Ditch

near Paragould, Ark.

(station discontinued).

Kinnemore ditch at

Cardwell, Mo.

Ditch No. 9 near

Gideon, Mo.

Main ditch No. 6 east

of Maiden, Mo.

Main ditch near

Bernie, Mo.

Main ditch No. 2 near

Maiden, Mo.

Main ditch near

Maiden, Mo.

Main ditch at Holcomb,

Mo.

Main ditch No. 1 near

Matthews, Mo.

Ditch No. 24 at Heagy,

Mo.

tffij survey 2247, T.30 N., R.5 E.,

at bridge on State Highway 34 at

Patterson.

Lat 36°48'20", long 90°04'50", at

bridge on U.S. Highway 60, 1 mile

northeast of Dudley.

SW£ sec. 9, T.17 N., R.7 E., 5j miles

southeast of Marmaduke.

NB£NE£ sec.i, T.ie N., R.e E., at

bridge on State Highway 25,

6.0 miles east of Paragould.

NW^NEj sec. 11, T.16 N., R.7 E., at

bridge on State Highway 25,

1.2 miles east of Cardwell.

NWiKEj sec. 22, T.21 N., R.ll E., at

bridge on County Highway B,

3 miles east of Gideon.

SEiSEi sec. 9, T.22 N. , R.ll E. , at

bridge on U.S. Highway 62,

2^ miles west of Risco and 

5 miles east of Maiden.

SW^-SWi- sec. 23, T.24 N., R.10 E., at

bridge on county highway, 2 miles

north of Bernie.

SE^SEi sec. 2, T.22 N. , R.10 E. , at

bridge on county highway.

li miles northeast of Maiden.

NEj-SWj sec. 12, T.22 N., R.10 E., at

bridge on county highway,

3i miles west of Maiden.

SEINES- sec. 6, T.20 N., R.10 E., at

bridge on State Highway 25 at

east edge of Holcomb.

NEiNWj- sec. 3, T.24 N., R.13 E., at

Warner School, 3j miles west of

Matthews.

NEj sec.l, T.27 N., R.ll E., at

railroad bridge near State Highway 91 at Heagy.

37.5

56.9

245

79.5

11.5

59.6

28.0

31.7

46.9

28.6

96.1

62.0

36.8

Period 

of 

record

1939*,

1962-65

1958-61,

1964

1959-63

1959-63

1958-61,

1963-64

1958-61,

1963-65

1958-61,

1963-65

1958-61,

1963-65

1958-61,

1963-65

1958-61,

1963-65

1958-61,

1963-65

1958-61,

1963-65

1958-61,

1963-65

Measurements

Date

5-21-62

7- 7-62

11- 9-62

9- 4-63

10- 1-63

11- 5-63

10-22-64

1-10-61

6-26-61

10- 4-63

8- 9-61

9- 6-61

10- 3-61

8-15-62

4-22-63

8-13-63

8- 8-61

9- 6-61

10- 3-61

5-22-62

8-15-62

11-19-62

4-22-63

8-13-63

1-10-61

6-26-61

11-13-62

11- 5-63

1-10-61

6-26-61

11-12-62

10- 3-63

11- 5-63

10-20-64

11- 8-60

1- 9-61 

6-26-61

11- 2-62

10- 3-63

11- 5-63

10-20-64

11- 7-60

1-10-61

6-26-61

11-13-62

10- 4-63

11- 6-63

10-21-64

11- 7-60

1- 9-61

6-26-61

11-12-62

10- 3-63

11- 6-63

10-21-64

11- 7-60

1- 9-61

6-26-61

11-12-62

10- 3-63

11- 4-63

10-21-64

1-10-61

6-26-61

11-13-62

10- 2-63

11- 5-63

10-20-64

11- 8-60

1-12-61

6-27-61

11-13-62

9- 4-63

10- 4-63

11- 6-63

10-21-64

11- 7-60

1-12-61

6-28-61

11-14-62

9- 4-63

10- 4-63

11- 7-63

9-10-64

10-29-64

Discharge 

(cfs)

10.8

2.65

7.10

5.61

3.15

6.02

4.80

2.89

f .09

.08

119

106

84.3

93.2

112

123

4.60

2.81

2.34

7.52

1.58

6.93

4.54

1.39

f .25

15.1

.25

0

5.05

16.0

4.07

.66

.93

3.46

f .15

8.88

2^29

1.00

1.12

2.01

1.84

13.5

15.1

7.60

2.13

2.88

4.75

12.8

29.6

50.2

37.8

15.8

23.6

22.6

4.53

7.34

18.3

8.30

4.27

5.32

5.36

27.3

109

35.6

24.7

18.9

35.2

29.6

70.1

107

66.7

46.0

39.1

34.1

33.7

20.3

36.3

35.4

30.9

32.7

23.3

26.7

21.0

27.5
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Measurements

Bate Discharge 

(Of 8)

St. Francis River basin Continued

7-0431

7-0439

7-0465.1

7-0465.2

7-0465.32

7-0465.5

7-0475.5

7-0477

7-0478.5

7-0479.1

7-0479.2

7-0479.4

Old channel ditch

No. 1 near Chaffee,

Mo.

Meander Line ditch

near Portageville,

Mo.

Pemiscot Bayou near

Holland, Mo.

Main ditch No. 1 near

Deering, Mo.

Crooked Lake Bayou at

Number Nine, Ark.

Buffalo ditch near

Arbyrd, Mo.

Tyronza River Ditch

No. 31 at Victoria,

Ark.

Tyronza River near

Twist, Ark.

Little Bay Ditch near

Jonesboro, Ark.

( station discontinued).

Blackfish Bayou near

Forrest City, Ark.

Fifteen Mile Bayou

near West Men^ihis,

Ark. (station discontinued).

L'Anguille River near

Wynne, Ark. ( station discontinued).

NWi sec. 34, T.29 N., R.12 E., at

bridge on county road at north

end of Old Chaney basin, 4 miles

southwest of Chaffee.

SE^SEi sec. 27, T.21 N., R.12 E., at

bridge on county highway at Branham Cemetery, 2 miles west of

Portageville.

SE^NWi sec. 16, T.16 N., R.ll E., at

bridge on U.S. Highway 61,

2^ miles south of Holland.

NW^SW-i sec. 20, T.18 N., R.ll E., at

bridge on County Highway C,

1 mile southwest of Deering.

Wj and on line between sees. 22

and 27, T.16 N., R.12 E., at

bridge on State Highway 150,

0.2 mile east of Number Nine.

NEiNEi sec. 10, T.16 N., R.8 E., at

bridge on State Highway 164,

3J miles east of Arbyrd.

Wj and on line between sees. 7 and IB,

T.13 N., R.10 E., at bridge on

State Highway 158, 0.2 mile east

of Junction with State Highway 1B1

and 0.5 mile west of Victoria.

Near center and on line between

sees. 28 and 29, T.9 N., R.6 E.,

at bridge on State Highway 42,

0.3 mile downstream from Macks

Bayou, 2.0 miles east of Twist,

and 7.0 miles north of Earle.

SE£ sec. 19, T.14 N., R.5 E., at

bridge on State Highway 18,

6j miles east of Jonesboro.

Ej and on line between sees. 24

and 25, T.5 N., R.5 E., at bridge

on State Highway 50, 2.0 miles

upstream from Rabbit Bayou,

10 miles east of Widener, and

15.5 miles east of Forrest City.

SW£ sec. 10, T.6 N., R.8 E., at

bridge on U.S. Highway 70,

34 miles west of West Men^jhis.

See. 28, T.7 N., R.2 E., at highway

bridge 2.6 miles below Brushy

Creek and 6.0 miles southwest of

Wynne.

41.4

51.5

144

66.4

34.5

38.7

63.5

533

28.7

227

51.0

503

1958-61,

1963-65

1958-61,

1963-64

1958-61,

1963-65

1958-61,

1963-65

1964

1958-61,

1963-65

1964-65

1964-65

1959-63

1964-65

1959-63

1958-63

11- 8-60

1-12-61

6-28-61

11-14-62

9- 4-63

10- 4-63

11- 6-63

9-10-64

10-28-64

1-10-61

6-27-61

11-12-62

10- 3-63

11- 5-63

1-11-61

6-26-61

11-13-62

10- 3-63

11- 5-63

10-20-64

1-10-61

6-27-61

11-15-62

10- 3-63

11- 5-63

10-20-64

7- 8-64

1-10-61

6-26-61

11-13-62

10- 3-63

11- 5-63

10-20-64

7- 8-64

11-17-64

7- 7-64

11-17-64

8- 8-61

9- 6-61

10- 3-61

5-22-62

8-15-62

11- 9-62

4-22-63

8-14-63

7- 7-64

11-17-64

10-25-60

7-12-61

8- 7-61

10-11-61

11-14-61

11-20-62

4-18-63

8- 9-61

9-12-61

5-22-62

11-20-62

4-18-63

2.71

8.16

11.3

6.82

14.1

6.23

5.10

2.31

3.94

4.43

4.58

2.88

f .04

.18

44.6

120

34.4

14.2

13.1

36.1

31.4

52.0

25.7

13.3

11.9

25.1

.53

16.6

64.5

21.4

6.92

8.37

25.7

f 23.4

13.7

f 80.8

53.5

.04

0

0

2.03

.07

e .05

.21

0

f 48.5

5.27

7.36

4.05

6.15

1.34

5.73

0

4.34

68.5

89.8

20.6

16.0

10.8

White River basin

7-0479.76

7-0479.8

White River at Combs,

Ark.

White River at Elkins,

Ark. (station discontinued).

NW£ sec. 2, T.13 N., R.27 W., at lowwater crossing on county road at

Combs, 0.2 mile downstream from

Greasy Creek, 0.3 mile northeast

of State Highway 16, and 1.6 miles

upstream from Hickory Creek.

SEj sec.l, T.15 N., R.28 W., at

highway bridge at Elkins.

90.9

181

1964-65

1957-64

7- 7-64

10-15-64

11-17-64

8- 9-65

10-12-60

8- 9-61

9-26-61

5-22-62

6-19-62

7-19-62

8-16-62

4-17-63

7-31-63

8-27-63

11-21-63

1.51

2.40

2.14

1.59

1.15

10.7

47.6

24.0

14.2

10.0

6.54

41.7

1.18

.04

0
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq mi)

Period 

record

Measurements

Date Discharge 

(cfs)

White River basin Continued

7-0487

7-0488

7-0489.6

7-0496

7-0497

7-0502.25

7-0502.3

7-0502.5

7-0503

7-0523

River near Fayetteville, Ark.

White River near

Goshen, Ark. (station discontinued).

Richland Creek at

Goshen, Ark. (station discontinued).

War Eagle Creek near

Huntsville, Ark.

Prairie Creek near

Rogers, Ark. (station discontinued).

Blue Spring near

Eureka Springs, Ark.

(station discontinued).

Kings River near

Kingston, Ark.

Warm Fork Creek at

Rockhouse, Ark.

Kings River near

Ark.

Osage Creek near

Berryville, Ark.

(station discontinued).

Finley Creek near

Ozark, Mo.

SEj sec. 33, T.16 K., R.29 W., at

ford on farm road, 1.4 miles

upstream from Lake Sequoyah,

Z.O miles south of State Highway 16, and 5.9 miles southeast

of Fayetteville.

NWi sec. 31, T.17 K., R.28 W. , at

bridge on State Highway 45,

0.2 mile upstream from Richland

Creek and 1.2 miles west of

Goshen.

NE^ sec. 31, T.17 R., R.28 W., at

bridge on State Highway 45,

0.5 mile upstream from mouth and

1.0 mile west of Goshen.

SEiNWi sec. 23, T.16 K., R.26 W., at

bridge on State Highway 23,

4.0 miles south of Huntsville.

NEi sec. 2, T.19 R., R.29 W., at

bridge on State Highway 12,

4j miles northeast of Rogers.

NW£ sec. 25, T.21 R., R.27 W., at

Blue Spring Farm, 6.0 miles northwest of Eureka Spring.

SE£ sec. 33, T.17 N. , F.24 W., at

bridge on State Highway 21,

0.9 mile upstream from Boatwright

Creek and 3.5 miles northwest of

Kingston.

SWi sec. 29, T.1S N., R.25 W., at

low-water crossing on county road,

0.1 mile upstream from Kings

River, 0.4 mile southeast of RocKhouse, and 13.8 miles northnortheast of Huntsville.

NEi sec. 20, T.20 R., R.25 W., at

2.9 miles upstream from Osage

Creek, and 3.1 miles west of

Pleasant Valley.

NWlf see. 5, T.19 R., R.24 W., at

bridge on State Highway 21,

lj miles south of Berryville.

NEj sec. 14, T.27 N., R.21 W., at

bridge on county highway, 1 mile

east of State Highway 14 and

ij miles nortneast of Ozark.

408

147

c 110

19.5

_

c 100

c 19

351

139

_

1954-63

1954-63

1964-65

1957-63

1951-63

1964-65

1964-65

1964-65

1953-63

1943,

1946-47,

1952,

1962-65

11-21-63

7- 7-64

1O-15-64

11-17-64

8-10-65

10-12-60

8- 9-61

9-26-61

5-22-62

6-19-62

7-19-62

8-14-62

4-18-63

7-31-63

8-27-63

10-12-60

8- 9-61

9-26-61

5-22-62

6-19-62

7-19-62

8-14-62

4-18-63

7-31-63

8-27-63

11-19-63

7- 6-64

10-15-64

11-18-64

8- 9-65

10-13-60

7-12-61

9-26-61

11- 1-61

5-23-62

6-20-62

7-19-62

8-15-62

4-18-63

7-29-63

8-26-63

10-13-60

7-12-61

9-13-61

11- 1-61

5-22-62

6-20-62

7-19-62

8-14-62

4-18-63

7-30-63

11-19-63

7- 6-64

10-15-64

11-18-64

8- 9-65

7- 9-64

10-14-64

8- 9-65

11-13-63 

7- 6-64

10-14-64 

11-18-64

8-10-65

1O-12-6O

7-13-61

10-11-61

11- 1-61

5-22-62

7-19-62

8-14-62

4-18-63

7-30-63

8-27-63

10- 9-61

5-21-62

7-12-62

12- 1-62

9- 3-63

10- 2-63

11- 4-63

9-11-64

10- 9-64

10-19-64

11-30-64

8-13-65

O

.86

2.25

2.07

.60

3.04

16.4

91.7

43.2

24.7

8.33

11.3

77.6

8.73

5.22

1.70

5.49

23.4

22.5

8.14

3.54

16.6

21.6

.98

2.68

0

.87

1.21

2.49

.27

3.37

8.28

8.69

5.85

12.7

7.98

5.34

2.82

6.97

2.33

1.45

3.59

7.81

12.7

5.78

12.9

7.60

4.21

2.81

8.33

2.97

.82

4.42

2.63

3.10

3.34

O

0

0

3.29 

10.9

IK. 8 

9.23

11.5

4.98

13.4

14.8

8,85

23.9

11.6

19.9

22.8

.89

.18

19.2

60.5

21.7

27.8

14.2

12.2

13.2

10.7

9.40

10.2

43.6

25.7
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge mea ade at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

White River basin Continued

7-0527.5

7-0528

7-0532

7-0532.5

7-0538

7-0539.8

7-0541.5

7-0544.1

7-0544.2

7-0556

Flat Greet at Cassville, Mo.

Plat Creek at Jenkins,

Mo.

Long Greek at Alpena,

Ark. (station discontinued) .

Yocum Greet near Oak

Grove, Ark.

Bull Greek at Walnut

Shade, Mo.

Swan Creek at Forsyth,

Mo.

Beaver Creek at Kissee

Mills, Mo.

Bear Creek near Omaha,

Ark.

West Sugarloaf Creek

near Lead Hill, Ark.

Crooked Creek at

Pyatt, Ark.

NWi sec. 28, T.23 N., R.27 W., at

bridge on county highway, a quarter of a mile east of State Highway 37 at northeast edge of fassville.

E^ sec. 24, T.24 N., R.26 W. , at

bridge on county highway a quarter of a mile south of State

Highway 39 and half a mile north

of State Highway 148 at Jenkins.

NEj sec. 23, T.19 N., R.22 W., at

bridge on U.S. Highway 62, 

1.0 mile east of Alpena.

NEj sec. 30, T.21 N., R.22 W., at

low-water crossing on county road

0.4 mile upstream from Spring

Greek, 4.5 miles east of Oak 

Grove, and 5.0 miles upstream

from Table Rock Reservoir.

SWlj sec. 34, T.24 N., R.21 W. , at

bridge on U.S. Highway 160 at

Walnut Shade.

Wj sec. 34, T.23 N., R.20 W., at

bridge on U.S. Highway 160, a

mouth at Porsyth.

SE-i sec. 15, T.23 N., E.19 W., at

bridge on U.S. Highway IfO at

Kissee Mills.

NW£ sec. 26, T.21 N., R.20 W., at

bridge on State Highway 14,

0.5 mile upstream from Charley

Creek, 3.3 miles downstream from

Walnut Creek, and 7.5 miles east

of Omaha.

NWi sec. 6, T.20 H., R.18 W., at

bridge on State Highway 14,

1.0 mile west of Lead Hill.

SE-i sec. 36, T.19 N., R.18 W., at

bridge on U.S. Highway 62 at

Pyatt.

.

_

67.3

c 50

_

_

_

c 130

c 32

207

1944-46,

1949,

1952

1956^

1962-65

1942,

1962-65

1957-64

1964-65

1943,

1945-47,

1949,

1952,

1954,

1962-65

1930-32,

1938 ,

1941, 

1962-65

1943,

1945-46.

1949,

1952,

1962-65

1964-65

1964-65

1954,

1957-65

Measurements

Date Discharge 

(cfs)

5-21-62

8-20-62 

11-30-62

9- 5-63

10- 4-63

11- 7-63

9-11-64

10- 9-64

10-19-64

12- 3-64

8-11-65

5-21-62

B-20-62

11-30-62

9- 5-63

10- 4-63

11- 7-63

9-11-64

10- 9-64

10-19-64

12- 3-64

8-11-65

10-13-60

8- B-61 

9-14-61

11-14-61

5-22-62

8-15-62

11-19-62

4-18-63

B-14-63

11- 5-63

7- 9-64

10-14-64

11-18-64 

B-10-65

5-21-62

7-11-62

11-30-62

9- 6-63

10- 4-63

11- 7-63

9-11-64

10- 8-64

10-19-64

12- 4-64

8-12-65

5-21-62

7-11-62

9- 6-63

10- 4-63

11- 7-63

9-11-64

10- 8-64

10-19-64

12- 4-64

8-12-65

5-21-62

7-11-62

11-30-62

9- 6-63

10- 4-63

11- 7-63

9-11-64

10- 8-64

10-19-64

12- 3-64

8-12-65

7- 8-64

10-14-64

11-18-64

8-12-65

7- 8-64

10-14-64

11-18-64

8-12-65

10-13-60

8- 8-61

9-12-61

10-12-61

5-21-62

11-20-62

4-18-63

8-13-63

7- 8-64

10-14-64

11-18-64

10.9

3.74 

4.97

2.61

2.24

2.19

4.73

2.28

1,92

15.0

3.49

72.1

24.5

41.6

21.0

16.4

17.0

32.5

23.0

19.0

20.0

21.0

2.30

3.23

4i27

8. SB

5.83

11.4

9.47

1.27

.97

4.05

3.79

4.58 

11.1

25.6

6.36

19.4

2.59

2.60

3.18

5.89

4.74

2. 38

25.6

6.67

51.2

22.9 

19.5

3.85

2.84

4.74

10.6

5.73

2.91

23.1

17.7

168

129

63.6

40.4

29.7

33.6

32.5

43.8

34.6

58.0

90.7

7.39

5.71

7.91

.95

0

.88

2.49

0

25.2

41.1

31.3

28.8

95.0

55.5

54.8

13.5

12.1

14.9

14.1
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No.

7-0556.8

7-0557

7-0565.1

7-0571

7-0574

7-0574.5

7-0589

7-0605.2

7-0606.7

7-0607

Station name

Buffalo River at

Pruitt, Ark.

Little Buffalo River

(station discontinued) .

Marshall, Ark.

Big Creek near Big

Flat, Ark.

North Pork River at

Twin Bridges, Mo.

Spring Creek at Twin

Bridges, Mo.

Bennett Bayou at

Bakersfield, Mo.

Piney Creek near

Calico Rock, Ark.

Lick Pork tributary

near Mountain View,

South Sylamore Creek

at Allison, Ark.

(station discontinued) .

Location

White River basin Continued

HWiSEi sec. 7, T.16 N., R.20 W., at

bridge on State Highway 7 at 

Prultt, 0.2 mile southeast of

Cedarville, 0.6 mile upstream

from Platrock Creek, and 3.5

falo River.

SE£ sec. 27, T.16 N., R.21 W., at

Jasper.

SWi sec. 17, T.15 N., R.16 W., at 

bridge on U.S. Highway 65 at 

Bakers Hollow, 6.5 miles northeast of Marshall.

NW£ sec. 4, T.15 N., R.14 W., at

bridge on State Highway 14,

4.7 miles southwest of Big Flat.

SE£ sec. 28, T.25 N., R.ll W., at

bridge on State Highway 14 at

west edge of Twin Bridge.

SWi sec. 27, T.25 N., R.ll W., at

bridge on State Highway 14 at

east edge of Twin Bridges.

EJ sec. 2, T.21 N., R.ll W., at

bridge on State Highway 142 at

east edge of Bakersfield.

NE£ sec. 8, T.17 N., R.10 W., at

bridge on State Highway 56,

1.5 miles downstream from Nasty

Creek, 1.5 miles upstream from

Spring Creek, and 4.0 miles northeast of Calico Rock.

Wi sec. 10, T.14 N., R.ll W., at

bridge on State Highway 66,

o a

Near center of sec. 14, T.15 N.,

R.ll W., at bridge on State Highway 14 at Allison, 0.9 mile

upstream from mouth.

Drainage

area 

(sq ml)

c 190

124

78.3

90.3

_

_

_

78.5

c 2.9

126

Period

of 

record

1963-65

1957-64

1964-65

1957-65

1962-65

1962-65

1964-65

1964-65

1964-65

1957-63

Measu

Date

7-30-63

8-14-63 

9-10-63

7- 8-64

10-14-64 

11-18-64

8-12-65

10-13-60 

8- 8-61

10-11-61

11-14-61

5-22-62

8-15-62

31-19-62

4-18-63

7-30-63

8-14-63

9-10-63

11- 7-63 

7- 7-64

10-13-64 

11-17-64

8-11-65

11- 7-60

8- 7-61

9-13-61

10-10-61

5-21-62

8-13-62

11-20-62

4-16-63

8- 1-63

8-12-63

9-12-63

7- 7-64

10-13-64

11-17-64

8-11-65

10-11-61

5-24-62

8- 1-62

9- 5-63

10- 3-63

11- 7-63

9-10-64

10- 8-64

10-21-64

12- 3-64

8-18-65

10-11-61

5-24-62

8- 1-62

9- 5-63

10- 3-63

11- 7-63

9-10-64

10- 8-64

10-21-64

12- 3-64

8-18-65

11- 7-63

9-10-64

10- 7-64

. 12- 2-64

8-18-65

7- 7-64

10-13-64

11-17-64

8-12-65

11-22-63

4- 9-65

7- 1-65 

8- 5-65

9-10-65

9-21-65

9-22-65

9-23-65

11- 7-60

8- 8-61

9-13-61

10-10-61

5-21-62

8-13-62

11-20-62

4-19-63

8-12-63

cements

Discharge 

(eft)

2.35

1.11

2.66

7.41

9.49 

7.58

3.46

4.92

10.5 

28.1

17.1

12.9

15.4

41.7

24.7

4.41

2.59

4.00

1.36 

6.05

7.37 

3.87

4.65

7.95

19.3

19.2

10.7

21.3

6.81

12.6

11.5

5.46

4.29

3.74

4.84

6.64

6.75

6.02

40.7

90.3

43.3

47.3

37.4

43.5

31.8

30.2

30.6

39.7

52.1

23.5

45.3

22.6

22.5

21.2

22.4

19.2

18.0

19.0

21.7

19.2

3.22

5.07

5.18

7.58

7.86

10.8

11.1

11.1

12.0

f 699

f 4.45

e .15

e .02

e .15

f 74.7

f 2,700

f 14.8

9.12

28.4

13.1

7.78

30.2

3.73

19.2

18.9

1.91
DISCHARGE AT PARTIAL-RECORD STATIONS

ade at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq ml)

White River basin Continued

7-0607.2

7-0609

7-0611.5

7-0611.7

7-0619

7-0631

7-0631.3

7-0631.7

7-0635

7-0648

North Sylamore Creek

near Allison, Ark.

Polk Bayou at Batesville, Ark. (station discontinued).

West Fork Black River

at Centerville, Mo.

Middle Pork Black

River near Lesterville, Mo.

Logan Creek at Ellington, Mo.

Lake Slough near

Qulin, Mo.

Menorkenut Slough near

Qulin, Mo.

Ditch No. 22 near

Qulin, Mo.

Cane Creek at Harviell, Mo.

Sinking Creek near 

Round Springs, Mo.

KEi sec. 5, T.15 N., R.ll ¥., at

low-water crossing on county road

at Blanchard Springs recreation

area, 0.8 mile downstream from

Bad Branch, 1.5 miles north of

State Highway 14, and 6.5 miles

northwest of Allison.

NE-i sec. 17, T.13 N., R.6 ¥., at

bridge on State Highway 69 at

Batesville, 1.5 miles upstream

From mouth.

NE£ sec. 29, T.32 N., R.I E., at

bridge on State Highway 21, a

quarter of a mile north of Centerville.

SE£ sec. 2, T.32 N., R.I E., at

bridge on State Highway 21, 

4 miles northwest of Lesterville.

NE£ sec. 32, T.30 N., R.I E., at

bridge on State Highway 21 at

Elllngton.

NEijNEi sec. 22, T.23 N., R.7 E., at

bridge on State Highway 53,

3 miles northwest of Qulin.

SEjjNEj sec. 24, T.23 N., R.7 E., at

bridge on county highway, if

miles north of Qulin.

N¥iN¥£ sec. 30, T.23 H., R.7 E., at

bridge on county highway,

li miles north of Qulin.

NJ sec.l, T.23 N., R.5 E., at

bridge on State Highway 14 at

Harviell.

SEi sec. 7, T.30 N., R.4 ¥., at 

bridge on State Highway 19,

li miles north of Round Springs.

c 69

165

_

-

_

78.0

33.5

14.4

188

-

Period 

of 

record

Measurements

Date Discharge 

(efs)

1965

1957-64

1942-43,

1945-46,

1952,

1960-65

1960-65

1956-57,

1962-65

1958-61,

1963-65

1958-61,

1963-65

1958-61,

1963

1939-42*,

1959-61,

1963-65

1942-43, 

1945-47,

1952,

1956,

1962-65

10-13-64

11-17-64

8-11-65

11- 8-60

8- 9-61

9- 7-61

10- 4-61

5-21-62

8-14-62

4-18-63

8-12-63

7-27-64

9-14-64

1-14-60

1-26-60

2-29-60

5-16-60

9-28-61

5-21-62

7-16-62

11- 9-62

9- 5-63

10- 2-63

11- 5-63

9- 8-64

10- 6-64

8-16-65

1-14-60

1-26-60 

2-29-60

5-16-60

4-28-61

5-21-62

7-16-62

11- 9-62

9- 5-63

10- 2-63

11- 5-63

9- 8-64

10- 6-64

8-16-65

5-21-62

7-19-62

11- 9-62

9- 4-63

10- 1-63

11- 5-63

9- 8-64

10- 6-64

8-16-65

11- 7-60

1- 9-61

11-12-62

10- 2-63

11- 4-63

9- 9-64

10- 6-64

10-19-64

8-17-65

1- 9-61

11-12-62

10- 2-63

11- 4-63

9- 9-64

10- 6-64

10-19-64

8-17-65

11- 7-60

1- 9-61

6-26-61

11-12-62

11- 7-60

1- 9-61

11-12-62

10- 2-63

11- 4-63

9- 9-64

10-19-64

8-17-65

10-19-61 

5-23-62

7-30-62

11- 8-62

9- 5-63

3.19

4.13

3.05

45.4

57.4

53.5

40.3

86.6

40.8

58.6

34.3

41.2

32.0

g 109

g 96.1

g 63.1

g 121

g 26.7

73.4

24.8

39.3

49.3

21.0

32.6

20.1

21.0

13.8

g 146

g 95.1 

g 63.0

e iso

23.4

58.0

16.9

37.1

28.8

17.1

26.7

15.5

19.8

7.81

16.4

2.54

3.50

3.69

1.99

1.60

.90

1.32

.35

6.10

27.6

9.33

7.44

7.71

8.62

14.3

7.93

9.46

5.36

.53

.29

.37

.34

1.70

.33

.88

0

1.53

1.66

0

19.4

50.2

29.8

10.9

14.1

20.4

27.7

11.3

37.8

69.7

43.0

49.5

42.3
DISCHARGE; AT PARTIAL-RKCORD STATIONS

ade at low-flow partial-record stations during water years 1961-65 -Continued

Station 

No.

7-0648

7-0649.5

7-0652

7-0685

7-0686

7-0688.55

7-0688.6

7-0688.65

7-0688.8

7-0689

7-0691.5

7-0692

7-0692.6

Station name

ued.

Current River at

Round Spring, Mo.

Jacks Fork near Mountain View, Mo.

Little Black River

near Fairdeallng,

Mo.

Little Black River at

Success Ark

Fourche Creek near

Poynor, Mo.

West Fork Fourche

Creek near Ponder,

Mo.

Dry Creek near Poynor,

Mo.

Mud Creek near Ingram,

Ark.

Fourche Creek near

Pocahontas, Ark.

(station discontinued).

Spring River at Thayei;

Mo.

Mammoth Spring at

Mammoth Spring, Ark.

Myatt Creek near

Lanton, Mo.

Location

White River basin Continued

See preceding page.

NW£ sec. 20, T.30 N., R.4 W. , at

bridge on State Highway 19,

0.3 mile north of Round Spring.

Z bridge on State'Hignway'l7, 

4 miles northeast of Mountain

View.

SWjSEj sec. 6, T.23 N., R.5 E., at

bridge on U.S. Highway 160,

2j miles east of Fairdealing.

NW£ sec. 23, T.21 N., R.3 E., at

bridge on State Highway 211 at

Success.

NWj sec. 22, T.22 N., R.I E., at

bridge on county highway, 3 miles

northwest of Poynor and 3j miles

southeast of Ponder.

Wj sec. 19, T.22 N., R.I E., at

bridge on County Highway P,

2j miles southeast of Ponder.

SE^ sec. 32, T.2Z N., R.I E., at

bridge on county highway, 4 miles

southwest of Poynor and 5j miles

south of Ponder.

SW-J sec. 33, T.21 N., R.I E., at lowwater crossing on county road.

0.6 mile upstream from Fourche

Creek, 3.5 miles northeast of

Ingram and State Highway 251, and

10 miles north of Pocahontas.

NWj sec. 24, T.19 N., R.I E.,

2.7 miles northeast of Pocahontas

and 3.8 miles upstream from mouth.

NWj sec. 32, T.22 N., R.5 W., at

bridge on State Highway 142 at

Thayer.

SEj sec. 8, T.21 N., R.5 W. , at

Mammoth Spring.

SWj sec. 33, T.22 N., R.7 W., at

bridge on State Highway 142,

3j miles east of Lanton.

Drainage 

area 

(sqml)

_

187

384

_

_

.

c 35

305

.

_

Period 

of 

record

1942-43,

1945-47,

1956,

1962-65

1945-46' 

1952,

1962-65

1940-42*,

1962-65

1964-65

1964-65

1964-65

1964-65

1964-65

1958-63

1954,

1962-65

1925-26,

1932,

1942,

1953,

1956,

1958-60,

1962

1964-65

Measurements

Date

10- 3-63 

11- 6-63

9- 8-64

10- 6-64

12- 2-64

8-19-65

10-19-61

5-23-62

7-30-62

11- 8-62

9- 5-63

10- 3-63

11- 6-63

9- 8-64

10- 6-64

12- 2-64

8-19-65

5-26-62 

8- 2-62

9- 5-63

10- 3-63

11- 7-63

9-10-64

10- 7-64

12- 1-64

10-18-61

7-19-62

11-12-62

10- 2-63

11- 4-63

9- 9-64

10-19-64

8-17-65

7-14-64

10-15-64

11-17-64

8-11-65

11- 6-63

9- 9-64

10- 7-64

8-17-65

11- 6-63

9- 9-64

10- 7-64

8-17-65

11- 6-63

9- 9-64

10- 7-64

8-17-65

7- 9-64

10-15-64

11-17-64

8-11-65

11- 8-60

8- 8-61

9- 6-61

10- 3-61

8-14-62

4-18-63

9-10-63

10-19-61

5-25-62

7-31-62

9- 5-63

10- 3-63

11- 6-63

9- 9-64

10- 7-64

12- 2-64

8-18-65

10-30-61

11- 7-63

9-10-64

10- 7-64

12- 2-64

8-18-65

Discharge 

(cfs)

33.7 

35.4

31.1

31.1

34.3

35.3

331

590

402

365

349

305

314

270

251

268

259

104' 

27.3

23.0

18.9

23.5

23.0

16.9

26.8

23.9

27.6

46.6

22.8

30.4

45.0

50.3

23.1

56.8

117

91.9

51.0

2.04

5.61

12.7

1.86

.47

2. 57

5.84

1.64

0

.41

2.19

.40

.69

1.55

1.20

2.17

23.7

30.0

15.7

16.4

11.8

62.0

18.0

6.89

75.2

16.8

2.29

1.45

.74

5.82

6.75

9.32

7.12

24l'

f .5

0

0

.60

.10
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

White River basin Continued

7-0692.65

7-0692.7

7-0693

7-0693.5

7-0694

7-0704.5

7-0729

7-0736

7-0740.2

7-0742.48

7-0742.5

7-0742.6

Myatt Creek near

Salem, Ark.

South Pork Spring

River near Salem,

Ark

South Pork Spring

River near Hardy,

Ark. (station discontinued).

Martins Creek near

Willlford, Ark.

Janes Creek at

Ravenden Springs,

Ark. (station discontinued) .

Eleven Point River at

Thomasvllle, Mo.

Strawberry River near

Franklin, Ark.

Mill Creek at Evening

Shade, Ark. (station discontinued).

North Big Greek near

Evening Shade, Ark.

South Big Greek near

Strawberry, Ark.

Reeds Creek near

Strawberry, Ark.

Cooper Creek near

Smithville, Ark.

SWi sec. 30, T.21 N., R.6 W., at

bridge on State Highway 9, 10

miles northeast of Salem.

Near center and on line between

sees. 10 and 11, T.20 N. , R.8 W. ,

at low-water crossing on county

road, 0.9 mile downstream from

Davenport Creek, 2.0 miles

upstream from Moore Branch, and

2.7 miles north of Salem.

On line between sees. 9 and 10,

T.19 ti., R.5 W., three-quarters of

a mile upstream from mouth and

2.0 miles west of Hardy.

NE£ sec. 30, T.19 N., R.3 W., at

bridge on U.S. Highway 63, 0.5

mile downstream from Booth Creek,

1.2 miles upstream from Spring

River, and 3.0 miles northeast of

Williford.

SW£ sec. 7, T.19 (i., R.2 W., at

bridge on State Highway 9O, 1.0

mile south of Ravenden Springs.

SWj sec. 32, T.25 N., R.5 W., at

bridge on State Highway 99 at

Thomasville .

KWi sec. 33, T.18 N., R.7 W., at

bridge on State Highway 56, 0.4

mile downstream from Bens Creek,

0.6 mile upstream from Town Branch

Branch, and 2.3 miles east of

Franklin.

NEi sec. 3, T.16 N. , R.6 W., at highway bridge a quarter of a mile

upstream from mouth and half a

mile southeast of Evening Shade.

HWi sec. 10, T.17 N., R.5W., at

bridge on county road, 0.8 mile

southeast of Center, 3.5 miles

upstream from Strawberry River,

6.0 miles northeast of U.S. Highway 167, and 8.0 miles northeast

of Evening Shade.

Hj and on line between sees. 19 and

20, T.16 N., R.3 W., at bridge on

State Highway 117, 0.2 mile south

of junction with State Highway 115,

0.8 mile upstream from Strawberry

River, and 4.0 miles north of

Strawberry.

SW^SWj sec. 32, T.16 N., R.3 W., at

bridge on State Highway 117, 1.4

miles northwest of Strawberry.

SWj sec. 4, T.16 N., H.3 W., at

bridge on State Highway 115, 0.1

mile upstream from Machine Creek,

2.0 miles south of Smithville, and

2.3 miles north of Strawberry 

River.

102

170

326

c 67

78.5

153

12.5

75.1

69.4

34.9

c 30

1964-65

1964-65

1957,

1959-63

1953,

1964-65

1958-63

1942-43,

1945-46,

1962-65

1964-65

1956-63

1964-65

1964-65

1964-65

1964-65

Measurements

Date Discharge 

(cfs)

7- 9-64

10-16-64

11-18-64

8-10-65

7-13-64

10-15-64

11-18-64

8-10-65

11- 8-60

8- 9-61

9- 7-61

10- 4-61

5-21-62

8-14-62

11-20-62

4-18-63

8-12-63

7- 9-64

10-15-64

11-17-64

8-10-65

11- 8-60

8- 8-61

9- 6-61

10- 3-61

5-21-62

8-14-62

11-20-62

4-18-63

8-13-63

10-19-61

5-26-62

7-31-62

9- 5-63

10- 3-63

11- 6-63

10- 7-64

12- 2-64

7- 8-64

10-15-64

11-18-64

8-10-65

11- 8-60

8- 7-61

9- 5-61

10- 2-61

5-21-62

8-14-62

11-20-62

4-18-63

8-12-63

7- 8-64

10-15-64

11-17-64

8-10-65

7- 8-64

10-14-64

11-17-64

8-11-65

3- 9-64

3-10-64

10- 5-64

12- 1-64

2-11-65

3-15-65

4-19-65

5-24-65

6-28-65

8- 2-65

9- 8-65

7- 8-64

10-14-64

11-17-64

8-11-65

2.51

2.18

2.46

9.83

13.0

10.2

8.70

30.3

78.6

91.3

70.6

61.8

231

51.9

89.0

113

99.6

4.44

8.65

6.70

8.39

1.25

1.15

.30

4.84

33.6

2.74

8.55

12.8

7.19

.75

31.9

3.02

.48

.16

.06

.40

.28

4.90

3.87

4.15

16.2

15.8

15.1

' 16.6

15.6

18.3

14.4

14.8

15.3

12.7

11.7

12.5

12.0

17.9

18.8

24.7

21.4

21.9

a 3,410

a 405

40.8

37.1

a 892

43.3

51.4

33.1

13.2

18.2

12.6

1.25

3.10

6.70

1.88
1040 DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq mi)

White River basin Continued

7-0744

7-0744.5

7-0746

7-0748

7-0753.9

7-0765.3

7-0768

7-0768.8

7-0769.4

7-0769.5

7-0771

Curia Creek near

Dowdy, Ark.

Dota Creek near

Newark, Ark.

Village Creek at Walnut Ridge, Ark.

(station discontinued).

Newport, Ark. (station discontinued).

Departee Creek near

Coffeeville, Ark.

(station discontinued).

Red River near

(station discontinued).

Archey Fork Little

Red River at

Clinton, Ark.

Big Creek near Pangburn, Ark.

Big Creek near

Letona, Ark.

Bayou Des Arc near

Garner, Ark. (station discontinued).

Bull Creek near McRae,

Ark.

Wattensaw Bayou near

Lonoke, Ark.

Wattensaw Bayou near

Hazen, Ark. ( station discontinued).

Big Creek near Boydsville, Ark.

NEi sec. 9, T.14 N., R.3 W., at

bridge on State Highway 25, ijmiles north of Dowdy.

Wj and on line between sees. 27 and

34, T.13 N., R.4 W., at bridge on

State Highway 122, 2.0 miles

northeast of Newark.

NEj sec. 34, T.17 N., R.I E. , at

bridge on State Highway 25 at Wain

nut Ridge.

Ej sec. 5, T.ll N., R.2 W., at bridge 

on State Highway 14, 3.5 miles

NEj sec. 11, T.10 N., R.4 W., at

bridge on U.S. Highway 67, 1.2

miles northeast of Coffeeville.

NWj sec. 35, T.12 N., R.10 W., at 

highway bridge 3.0 miles northeast

o ownsv le.

SE£ sec. 10, T.ll N., R.14 W. , at

bridge on U.S. Highway 65 at

northeast city limits of Clinton.

NW£ sec. 34, T.10 N., R.8 W., at 

bridge on county road, 1.0 mile 

upstream from Little Red River and

2.0 miles north of Pangburn.

SEj sec. 36, T.9 N., R.8 W. , at

bridge on State Highway 16, 1.5

miles northwest of Albion, 1.8

miles east of Letona, and 8.0

miles northwest of Searcy.

SE£ sec. 3, T.6 N., R.7 W., at bridge

on U.S. Highway 67, 2.7 miles

northeast of Garner.

m-k sec. 3, T.5 N., R.8 W., at bridge

on State Highway 67, 2.5 miles

southwest of McRae and 1.3 miles

northeast of Beebe.

Near center and on line between

sees. 16 and 17, T.3 N. , R.8 W. , at

bridge on State Highway 31, 7.3

miles north of Lonoke.

Near south edge and on line between

sees. 17 and 18, T.3 N. , R.5 W. , at

bridge on State Highway 11, 1.0

miles north of Hazen.

SE^NW^ sec. 16, T.20 N., R.7 E., at

bridge on county road, 0.5 mile

south of Crockett and 4.0 miles

northeast of Boydsville.

55.7

56.3

34.3

270

86.5

193

122

c 83

72.9

97.1

89.2

31.7

195

12.9

Period

of 

record

1964-65

1964-65

1959-63

1953, 

1957, 

1959-65

1959-63

1957-62

1964-65

1964-65

1964-65

1954,

1956-57,

1959-63

1964-65

1964

1959-63

1962,

1965

Measurements

Date

10-10-63

7- 7-64

7-28-64

9-15-64

10-14-64

11-16-64

6-29-65

8-11-65

10- 9-63

7- 7-64

7-28-64

9-15-64

10-14-64

11-16-64

6-29-65

8-11-65

11- 8-60

8- 8-61

9- 6-61

10- 3-61

5-21-62

8-14-62

11-19-62

4-18-63

8-13-63 

10-26-60

9- 5-61 

10- 2-61

11- 1-61

5-2E-62

8-15-62

11-19-62

4-18-63

8-14-63

7- 9-64

11-16-64

10-26-60

8- 8-61

9- 5-61

10- 2-61

5-22-62

8-15-62

11-19-62

4-18-63

8-14-63 

11- 7-60

8- 9-61 

9- 7-61

10- 4-61

7- 7-64

10-13-64

11-17-64

7- 7-64 

10-14-64 

11-16-64

8-12-65

7- 7-64

10-14-64

11-16-64

8-12-65

10-27-60

9- 5-61

10- 2-61

11- 1-61

5-21-62

8-14-62

4-22-63

8-14-63

7- 7-64

10-14-64

11..16-64

8-12-65

7- 7-64

10-25-60

9-12-61

11-15-61

11-19-62 

4-18-63

2-26-62

4-30-62

10-21-64

10-28-64

12-30-64

7- 1-65

Discharge 

(cfs)

3.99

6.57

7.68

4.98

13.8

10.4

11.8

8.95

2.96

4 18

2.77

2.79

9.26

6.17

10.4

4.76

0

2.17

.37

e .05

e .02

2.64

0

0

4.67

8.22 

8.55

4.50

18.8

16.1

10.6

6.75

16.1

e .02

3.24

1.52

.97

e .02

0

.82

e .03

16.0

11.7

0

a. 22

3.07

.76

14.0

9.91

3 59 

13! 7 

19.5

4.67

2.15

8.38

a 12.8

e .5

1.79

.76

2.56

.10

8.56

.44

22.6

1.92

0

0

0

0

0

3.98

17.1

1.56

18 .'9

a 1,840

a 3,260

0

0

a .15

0
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Measurements

Date Discharge 

(cfs)

White River basin Continued

7-0773

7-0774

7-0776.5

* 7-0779. 2

« 7-0779.4

7-0779.5

7-0779. 7

7-0781.8

Cache River near

Stonewall, Ark.

(station discontinued) .

Cache River near Newport, Ark.

Big Creek near Jonesboro, Ark. (station discontinued).

Big Creek at Goodwin,

Ark.

Spring Creek near

Aubrey, Ark.

Big Creek at Poplar

Grove, Ark. (station discontinued).

Big Cypress Creek at

Turner, Ark. (station discontinued).

Little Lagrue Bayou

near DeWitt, Ark.

Mft sec. 5, T.18 N., R.5 E., 1.2

miles southwest of Stonewall.

Wi and on line between sees. 19 and

30, T.ll N., R.I W., at bridge on

State Highway 14, 2.0 miles west

of Amagon and 8.0 miles southwest

of Newport.

SE£ sec. 10, T.14 N., R.3 E., at

bridge on U.S. Highway 63, 2.7

miles northwest of Jonesboro.

NE^NEi sec. 29, T.4 N., R.I E., at

bridge on U.S. Highway 70, a

quarter of a mile east of Goodwin.

SWiSEj sec. 16, T.I N., R.2 E., at

bridge on State Highway 121, 2.1

es o o ub ey.

Ni sec.l, T.2 S., R.2 E., at bridge

on State Highway 20, threequarters of a mile northeast of

Poplar Grove.

Ei sec. 5, T.3 S., R.I E., at bridge

on State Highway 1, 1.0 mile

south of Turner.

NE£ sec. 34, T.4 S., R.3 V.j at

bridge on State Highway 1, 0.2

mile upstream from Holt Branch

ana 1.6 miles northeast of DeWitt.

285

867

51.1

35.9

0 36

389

125

46.6

1959-S3

1964-65

1957-63

1961-62,

1964-65

1962,

1964-65

1959-61,

1963

1959-63

1964-65

8- 8-61

9- 6-61

10- 3-61

5-22-62

8-15-62

4-22-63

8-13-63

10-10-63

7- 9-64

11-16-64

8- 7-61

9- 6-61

10- 3-61

5-22-62

8-15-62

11-19-62

4-22-63

8-13-63

9-11-63

1- 4-61

1-16-62

4- 6-64

4-24-64

4-27-64

10- 7-64

12-15-64

1-21-65

5- 3-65

8-16-65

1-17-6Z

7-11-62 

4- 4-64

4- 5-64

4-29-64

10- 7-64

10-27-64

12-16-64

3-30-65

5- 3-65

6- 9-65

6-12-65

8-16-65

7-12-61

9-12-61

11-20-62

4-17-63

9-12-61

11-14-61

11-19-62

7- 7-64

11-17-64

8-11-65

6.34

3.81

5.33

12.6

2.94

2.48

2.48

13.6

a 28.1

17.9

.30

.57

.57

1.10

.52

.90

1.40

.50

.50

a 74.4

a 199

a 286

a 631

a 404

4.18

a 119

a 79.1

.72

5.57

e 59.5

e 404

e 1,700 

e 823

e 46.6

a .10

a .05

s 9.00

e 199

a .20

a 1.5

.29

.98

10.4

33.4

16.9

4.40

4.98

29.7

9.38

1.54

26.3

0

Yazoo River basin

* 7-2690

7-2695

7-2696

7-2699.7

North Tippah Creek

near Ripley, Missi.

Tippah Drainage Canal

near Blue Mountain,

Miss.

South Tippah Creek

near Blue Mountain,

Miss.

near Ashland, Miss.

Chewalla Creek near

Potts Camp, Miss.

SWj sec. 18, T.4 S., R.3 E., Chlckasaw meridian, at bridge on State

Highway 4, 2 miles upstream from

Tippah Creek and 5^ miles west of

Ripley.

SW£ sec. 33, T.4 S., R.3 E., Chickasaw meridian, at bridge 2.2 miles

north of Blue Mountain and 3j

miles southwest of Ripley on State

Highway 15.

On line between sec. 25, T.4 S.,

R.Z E., and sec. 30, T.4 S., R.3E.,

Chickasaw meridian, at bridge on

county highway, 2j miles north of

Blue Mountain.

saw meridian, at bridge on State

Highway 4, half a mile upstream

from mouth and 5 miles south of

Ashland .

SWj sec. 5, T.5 S., R.I W., Chiekasaw meridian, at bridge on U.S.

Potts Camp.

20.0

18.4

c 30

c 42

1939-42*,

1952-61

1939,

 1953,

1955-57 ,

1959-61

1955-57 ,

1961,

1964

1955-57,

1959,

1961

1953-56,

1959,

6-Z7-61

6-27-61

6-27-61

10-18-63

6-27-61

2.83

5.65

5.88

.27

6.24

53.7

Big Black River basin

7-2890.95 Big Black River near

Eupora, Miss.

Nj sec. 16, T.19 N., R.10 E., Choctaw meridian, at bridge on State

Highway 9, l| miles southeast of

Eupora.

1960,

1964

6-16-60

9- 1-64

9-21-64

g 2.08

4.10

1.34
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low- flow partial- record stations during water

Station 

No. Station name Location

Drainage 

area 

(sq ml)

years 19E

Period 

of 

record

1-65 Continued

Measurements

Date Discharge 

(cfs)

Big Black River basin Continued

7-2892.4

7-2892.7

Big Black River near 

Winona, Miss.

Hays Creek near 

Vaiden, Miss.

NEi sec. 36, T.17 N., R.6 E., Choctaw meridian, at bridge on State

Highway 407, 1.8 miles above

Lewis Creek and 11 miles southeast of Winona.

Si sec. 30, T.17 N., R.6 E., Choctaw 

meridian, at bridge on State Highway 35, three-quarters of a mile 

upstream from mouth and 2\ miles

southwest of Vaiden.

-

-

1964

1952-54, 

1956,

1959-61, 

1964

9- 2-64 

9-22-64

10-25-60 

8-13-64

9- 3-64 

9-22-64

36.6 

21.2

1.22 

3.32

1.75 

1.20

you Pierre basin

7-2902.5

7-2903

* 7-2905

7-2906.8

7-2907

7-2907.1

7-2907.2

7-2907.25

Bayou Pierre at

Glancy, Miss.

Long Creek near

Hazlehurst, Miss.

Bayou Pierre near 

Carpenter, Miss.

Little Bayou Pierre

near Hermanville,

Miss.

Wlllts Creek near

Port Gibson, Miss.

Bakers Creek at Russum. Miss.

Bakers Creek near

Port Gibson, Miss.

Little Bayou Pierre

at Port Gibson,

Miss.

NE£ sec. 22, T.10 N., R.3 W., Choctaw meridian, at bridge on State

Highway 20, 1 mile northeast of

Glancy.

Sec. 15, T.ll N., R.3 W., Choctaw

meridian at bridge on county highway, 2 miles upstream from mouth

and 7i miles northwest of Hazlehurst .

MlJ sec. 22, T.12 N., R.5 E., Washington meridian, at bridge on

State Highway 18, l£ miles

upstream from Whlteoak Creek and

2 miles south of Carpenter.

SW£ sec. 25, T.ll N., R.4 E. , Washington meridian, at truss bridge

on county road, 4 miles south of

Hermanville.

Ei sec. 28, T.ll N., R.3 E., Washington meridian, at bridge on

State Highway 547, a quarter of a

mile upstream from mouth and

4 miles southeast of Port Gibson.

SW£ sec. 64, T.ll N., R.2 E., Washington meridian, at bridge on

county road, 0.1 mile southeast of

Russum.

Wi sec. 29, T.ll N., R.3 E., Washington meridian, at bridge on

State Highway 547, a quarter of a

mile upstream from mouth and

2 miles southeast of Port Gibson.

Si sec. 20, T.12 N., R.2 E., Washington meridian, at bridge on U.S

Highway 61 at Port Gibson.

c 95

c 16

371

c 70

c 18

c 10

C 25

c 210

1953-54,

1956,

1959-60,

1964

1953-54,

1956,

1959-60,

1964

1944, 

1945-51 *,

1953-54,

1956,

1958-59,

1961-63

1961-63

1953-54,

1956,

1959,

1961-63

1952-54,

1956,

1961-63

1961-63

1961-63

10-18-63

10-18-63

6- 2-61 

8-16-61

9-12-61

9-27-61

10-12-61

11- 8-61

11-29-61

8- 7-62

9-11-62

9-24-62

10-29-62

6- 2-61

7-19-61

9-12-61

10-12-61

10-25-61

8- 7-62

9-11-62

9-25-62

11- 8-62

6- 2-61

7-19-61

9-27-61

10-12-61

10-25-61

5-18-62

5-21-62

8- 7-62

9-25-62

10-11-62

11- 8-62

11-16-62

6- 2-61

7-19-61

8-16-61

9-27-61

10-11-61

10-25-61

5-21-62

11- 8-62

6- 2-61

7-19-61

9-27-61

10-11-61

10-25-61

5-21-62

8- 7-62

9-25-62

10-10-62

11- 8-62

11-15-62

7-19-61

8-16-61

9-27-61

10-11-61

10-25-61

8- 7-62

9-25-62

11- 8-62

4.34

2.35

46.7 

180

64.4

30.1

59.2

65.2

192

44.8

31.4

29.4

35.3

6.49

17.6

7.79

4.86

4.17

4.50

4.78

5.02

4.31

3.14

6.11

2.12

2.08

1.86

6.20

4.98

3.20

2.56

2.31

2.34

2.18

.07

.99

1.25

0

0

0

1.03

0

4.98

8.47

3.76

3.76

4.26

8.20

4.71

4.46

4.36

4.27

3.70

64.2

66.4

22.4

20.5

18.8

23.4

20.2

21.4

Coles Creek basin

7-2908 North Pork Coles

Creek at Melton,

Miss.

Sec. 13, T.9 N., R.2 E., Washington

meridian, at bridge on U.S. Highway 61, 0.1 mile downstream from

Illinois Central Railroad and half

a mile south of Melton.

c 60 1953,

1955-56,

1959,

1961-63

6- 1-61

7-19-61

8-16-61

9-12-61

10-11-61

10-25-61

8- 7-62

9-25-62

11- 8-62

4.72

7.82

6.84

3.02

3.36

1.90

1.40

1.31

2.18
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(aq ml)

Period 

of 

record

Measurements

Date Discharge 

(eft)

Coles Creek basin Continued

7-2908.4

7-2908.5

7-2908.6

South Fork Coles

Creek near Cannonsburg, Miss.

South Fork Coles

Creek tributary

near Cannonsburg,

Miss.

South Fork Coles

Creek near Fayette,

Miss.

Sec. 35, T.8 H., R.I W., Washington

meridian, at bridge on U.S. Highway 61, a quarter of a mile downstream from Illinois Central Railroad and 1^ miles northeast of

Cannonsburg.

NWi sec. 33, T.8 H., R.I W., Washington meridian, at bridge on U.S.

Highway 61, 3.1 miles northeast

of Cannonsburg.

NWi sec. 32, T.9 H. , R.I W. , Washington meridian, at bridge on

State Highway 563, a quarter of a

mile west of intersection of

Hatchez Trace Parkway and 8 miles

west of Fayette.

c 30

c 27

c 85

1953,

1955-56,

1959,

1961-63

1953,

1955-56,

1959,

1962

1961-63

6- 1-61

7-20-61

9-13-61

10-11-61

10-25-61

8- 8-62

9-26-62

11- 8-62

8- 8-62

6- 2-61

7-19-61

8-16-61

9-12-61

10-11-61

10-25-61

8- 8-62

9-25-62

11- 8-62

3.49

4.92

3.90

3.04

2.48

2.97

2.94

3.67

2.13

10.6

21.1

17.8

12.7

9.89

6.64

6.82

7.36

7.85

St. Catherine basin

7-2908.93

7-2908.95

7-2909

St. Catherine Creek

at Washington,

Miss.

St. Catherine Creek

at Foster, Miss.

near Natchez, Miss.

s£ sec. 28, T.7 H., R.2 W., Washington meridian, at bridge on U.S.

Highway 61, half a mile northeast

of Washington.

Sj sec. 20, T.7 N., R.2 W., Washington meridian, at bridge on county

road, half a mile south of Foster.

NW£ sec. 4, T.6 N., R.3 W., Washington meridian, at bridge on U.S. 

Highway 61, 2i miles south of

Hatchez .

c 5

c 13

c 63

1961-63

1961-6Z

1942-46, 

1953, 

1955-56,

1959,

1961-63

9-28-61

10-11-61

10-25-61

8- 8-62

9-12-62

9-26-62

11- 8-62

6- 1-61

7-20-61

9-13-61

9-28-61

10-11-61

8- 8-62

9-12-62

9-26-62

9-28-61 

10-10-61

10-24-61

8- 8-62

9-12-62

9-26-62

11- 7-62

1.24

.69

.71

.68

.93

.74

.98

0

1.30

1.01

.93

0

0

0

0

2!?4 

2.63

2.50

4.09

3.11

2.70

3.35

Homochitto River basin

*7-2912.5

7-2917.5

7-2934.9

* 7-2938

* 7 -2940

McCall Creek at

Lucien, Miss.

Middle Fork Creek at

Meadville, Miss.

Sandy Creek near

Kingston, Miss.

Second Creek near

Kingston, Miss.

Second Creek at Sibley, Miss.

SWj sec. 6, T.6 N., R.6 E., Washington meridian, at bridge on U.S.

Highway 84, 0.8 mile east of

Lucien.

On line between sees. 27 and 28,

T.S H., R.3 E., Washington meridian, at bridge on U.S. Highway 84,

0.6 mile west of Meadville.

W^ sec. 28, T.S H., R.I W., Washington meridian, at county bridge

3.1 miles southeast of Kingston

and 9.5 miles east of Sibley.

Sec. 41, T.6 H., R.2 W. , Washington

meridian, at bridge on county

road, 5.6 miles northwest of

Kingston.

Sj sec. 13, T.S H., R.3 W. , Washington meridian, at bridge on county

road, 0.7 mile east of Sibley and

5 miles upstream from mouth.

c 60

c 95

c 40

31.8

55.3

1943-46,

1953-56,

1959,

1964

1943-45,

1953,

1955-56,

1959,

1964

1962-63

1960-63

1942*,

1943,

1945,

1953,

1955-56,

1959,

1961-64

10-17-63

10-17-63

10-10-61

10-24-61

8- 8-62

9-12-62

9-27-62

11- 7-62

10- 3-60

11- 9-60

12- 2-60

6- 1-61

7-20-61

8-17-61

9-28-61

10-10-61

10-24-61

8- 8-62

9-12-62

9-27-62

11- 7-62

10- 3-60

11- 9-60

12- 2-60

6- 1-61

7-20-61

8-17-61

9-28-61

10-10-61

10-24-61

8- 8-62

9-12-62

9-27-62

11- 7-62

10-16-63

10.4

24.3

12.0

11.9

10.6

10.7

9.62

11.5

7.09

6.78

7.37

9.50

9.41

8.39

7.45

7.41

6.93

6.11

6.34

5.30

5.44

7.58

7.87

7.85

14.6

12.9

11.6

8.83

9.98

8.27

6.30

7.15

6.36

7.14

3.84
1044 DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge nt-s made at low-flow partial-r rd stations during water year 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Measurements

Date Discharge 

(cfs)

Hed Hiver basin

7-2976

7-2977

7-2978

7-2979

Prairie Dog Town

Fork Red Hiver

above Stockton Dam

near Canyon, Tex.

(station discontinued).

Prairie Dog Town

Pork Hed River

below Stockton Dam

near Canyon, Tex.

(station discontinued).

Prairie Dog Town

Pork Hed Hiver

above Palo Duro

Park, near Canyon,

Tex. (station discontinued).

Prairie Dog Town

Pork Hed River

below Palo Duro

Park, near Canyon,

Tex. (station discontinued).

Lat 35°04', long 101°49', at end of

county road, 2 miles south of

Farm to Market Road 1151 and 9j

miles northeast of Canyon.

Lat 35°02', long 101°46', just downstream from Stockton Dam, 10

miles northeast of Canyon.

Lat 34°58'50", long 101°40'35",

a quarter of a mile east of Park

Hoad 5, half a mile downstream

from Park boundary, and 14 miles

east of Canyon.

Lat 34°55'50", long 101°38'05", at

end of Park Road 5, 17 miles east

of Canyon.

_

_

.

1961-65

1961-65

1961-65

1961-65

9-28-61

12- 1-61

1-30-62

3- 7-62

4-30-62

7- 3-62

9- 5-62

11-15-62

1-15-63

3-14-63

7-24-63

9-12-63

11-20-63

1-23-64

3-26-64

5-21-64

7- 9-64

9- 9-64

12- 2-64

2- 4-65

4-26-65

6- 9-65

8-24-65

9-28-61

12- 1-61

1-30-62

3- 7-62

4-30-62

7- 3-62

9- 5-62

11-15-62

1-15-63

3-14-63

5-28-63

7-24-63

9-12-63

11-20-63

1-23-64

3-26-64

5-21-64

9- 9-64

12- 2-64

2- 4-65

4-26-65

6- 9-65

8-24-65

9-28-61

12- 1-62

1-30-62

3- 6-62

4-30-62

7- 3-62

9- 5-62

11-15-62

1-15-63

3-14-63

7-24-63

9-12-63

11-20-63

1-23-64

3-26-64

5-21-64

7- 9-64

9-10-64

12- 2-64

2- 4-65

4-26-65

6- 9-65

8-24-65

9-28-61

12- 1-61

1-30-62

3- 6-62

4-30-62

7- 3-62

9- 5-62

11-15-62

1-15-63

3-14-63

5-28-63

7-24-63

9-12-63

11-20-63

1-23-64

3-26-64

5-21-64

7- 9-64

9- 9-64

12- 2-64

2- 4-65

4-26-65

6- 9-65

8-24-65

f 0.04

.60

2.29

1.62

.12

5.16

.38

.60

1.33

1.10

f .05

f .15

0

.91

.69

f .06

f .08

0

0

0

f .08

0

f .20

f .05

f .08

f .06

f .02

f .05

17.5

.27

.07

.07

.17

f .18

f .05

f .04

f .03

.06

f .2

.08

f .05

f .05

f .03

f .08

f .01

f .08

0

.57

.14

.20

.03

18.8

.70

.79

.37

.14

0

0

.11

.42

.14

0

0

0

.24

.42

0

0

0

.17

.27

.27

.24

.17

16.1

.92

.46

h .51

.25

1.20

.38

.47

h .48

.20

.44

.13

f .04

0

.15

.40

.21

.08

f .28
DISCHARGE AT PARTIAL-RECORD STATIONS 104S

at low-flow partlal-r ord stations during water ye 1961-65--Continued

Station 

No. Station name Location

Drainage 

area 

(sq mi)

Period 

of 

record

Measurements

Date Discharge 

(cfa)

basin--Continued

7-2995.5

7-2995.8

7-2996

7-2996.3

7-2996. 5

Buck Creek near Wellington, Tex. (station discontinued)

North Groesbeck

Creek at North

Groesbeck, Tex.

(station discontinued) .

North Groesbeck

Creek near North

Groesbeck, Tex.

( station discontinued) .

South Groesbeck

Creek near Goodlet,

Tex. (station discontinued).

South Groesbeck

Creek near Acme, 

Tex. (station discontinued).

Lat 34° 42', long lOO"!! 1 , at bridge

on U.S. Highway B3, about 10J

miles south of Wellington.

Lat 34°23'50", long 99°50'25", at

bridge on Farm Road 1166, 1.4

miles south of North Groesbeck

and 10 miles northwest of Quanah.

Lat 34°23', long 99°4B', about

3 miles southeast of North Groesbeck.

Lat 34°1B'35", long 99°52'45", at

bridge on Farm Road 2363, 1.6

miles south of Goodlet.

Lat 34°21', long 99°47', at county 

road bridge 1 mile upstream from 

confluence with North Groesbeck

Creek and 3 miles northeast of

Acme.

c 210

_

c 150

_

1951-64

1962-64

1951-64

1962-64

11- 3-60

3- 2-61

5-16-61

B-16-61

11- 1-61

1-30-62

3-10-62

4-26-62

7- 5-62

9- 4-62

11-13-62

2-11-63

3-12-63

5- B-63

7-11-63

9-11-63

11-16-63

1-21-64

3-24-64

5- 7-64

7- 1-64

10- 3-61

1- 3-62

2-15-62

7- 3-62

8- 2-62

10- 4-62

12- 4-62

2-14-63

4- 4-63

6-13-63

8- 7-63

10- 1-63

12-12-63

2-13-64

4- B-64

6- 4-64

1-17-61

7 -IB -61

10- 3-61

1- 3-62

2-15-62

4- 4-62

7- 3-62

B- 2-62

10- 4-62

12- 5-62

2-14-63

4- 4-63

6-13-63

B- 7-63

1O- 1-63

12-12-63

2-13-64

4- 8-64

6- 4-64

10- 3-61

1- 3-62

2-15-62

4- 4-62

6- 7-62

7- 3-62

B- 2-62

10- 4-62

12- 5-62

2-14-63

4- 4-63

 -13-63

B- B-63

10- 1-63

12-12-63

2-13-64

4- 8-64

6- 4-64

7 -IB-61 

10- 3-61

1- 3-62

2-15-62

4- 4-62

7- 3-62

3- 2-62

10- 4-62

12- 5-62

2-14-63

4- 4-63

6-13-63

B- 7-63

10- 1-63

12-12-63

2-13-64

4- 8-64

6- 4-64

14.2

12.5

3.83

h 11.6

9. IB

B.8B

9. IB

5.97

4.04

1.95

h 3.58

5.12

7.87

1.22

.79

.97

2.29

2.59

3.37

2.31

1.85

0

0

0

O

0

0

0

0

0

f .19

0

0

0

0

0

0

2.86

3.42

1.90

3.08

2.36

1.67

2.50

2.09

1.90

2.33

2.43

1.93

3. 46

.35

.80

1.61

.72

1.23

1.47

0

0

0

0

6.25

0

0

0

0

0

0

f .04

0

0

0

0

0

0

4.47 

6.00 

4.36

3.97

3.31

3.10

3.76

4.39

4.16

3.47

3.14

3.31

h 7.07

1.66

1.32

1.65

1.74

1.57

2.72
DISCHARGE AT PARTIAL-RECORD STATIONS

Station 

No. Station name Location

Drainage 

area 

( sq ml)

Period 

of 

record

Measurements

Date Discharge 

(cfs)

Red Elver basin Oontln

7-2997

7-2997.5

7-2997.8

7-2998.3

7-2999

7-2999.3

Groesbeck Creek near

Quanah, Tex.

Wanderers Creek at

Odell, Tex.

Gypsum Creek near

Olustee, Okla.

Kelly Creek near

Clarendon, Tex.

(station discontinued).

Leila Lake Creek

below Bell Creek, 

near Hedley, Tex.

Lelia Lake Creek near 

Hedley, Tex.

Salt Fork Red River 

near Hedley, Tex.

Lat 34°21', long 99°42', downstream

from West Texas Utilities Co.'s

pumping plant near Quanah.

Lat 34°21', long 99°25', at county

road bridge a quarter of a mile

northwest of Odell Post Office.

StfJ sec. 21, T.I S., R.21 W. , at

county bridge on FAS road, about 

2j miles above mouth and sj

miles south of Olustee.

Lat 35°00', long 100=54', at mouth

a quarter of a mile upstream from

gaging station on Salt Fork Red

River and 4 miles north of Clarendon.

county road crossing about 1 mile 

downstream from mouth of Bell

Creek and 5 miles north of Hedley.

Lat 34°59', long 100°40', at county 

road crossing 8 miles north of

Hedley.

Lat 35°00', long 100°35', about 

1 mile downstream from Whiteflsh

Creek and 9* miles northeast of

Hedley.

327

d 199

107

-

c 79

1 744

1950-62

1949-50,

1952-65

1954-57,

1965

1951,

1961-65

1951-65

1951, 

1956-62

11- 2-60

11- 3-60

1- 5-61

1-17-61

3-28-61

5- 2-61

7-38-61

10- 3-61

1- 3-62

2-15-62

4- 4-62

7- 2-62

8- 2-62

11- 1-60

11- 3-60

1- 4-61

3-28-61

5- 2-61

7-10-61

10- 3-61

1- 3-62

2-14-62

4- 5-62

7- 2-62

8- 1-62

10- 3-62

12- 4-62

2-13-63

4- 4-63

6-14-63

8- 7-63

10- 1-63

12-12-63

2-12-64

4- 8-64

6- 4-64

11-18-64

2-25-65

3- 5-65

6-10-65

10-10-60

2- 1-61

4-11-61

8- 8-61

11- 2-61

2- 2-62

4-11-62

7- 5-62

10- 4-62

1-14-63

4- 8-63

7- 8-63

10-10-63

1-20-64

4- 9-64

7- 1-64

9-10-64

2- 5-65

8-12-65

1- 5-65 

4-20-65

7-26-65

10-10-60 

1-31-61

4-25-61

7-20-61

10- 4-61

4-11-62

7- 5-62

10- 4-62

1-14-63

4-12-63

7-23-63

9-16-63

9-25-63

10-10-63

1-21-64

4-10-64

7- 1-64

9-10-64

1- 5-65

4-20-65

7-26-65

11- 1-60 

11-29-60

12-29-60

1-31-61

3- 2-61

3-29-61

4-11-61

15.7

13.9

10.1

11.8

13.5

11.5

h 9.26

3.65

- 5.44

h 7.36

1.90

h 11.6

9.34

h 15.8

h 9.76

7.95

h 9.56

5.36

2.22

1.85

3.63

3.30

3.78

5.27

3.61

4.16

5.71

4.29

4.78

5.52

1.05

1.14

1.80

3.10

1.88

1.12

1.89

1.04

2.15

1.01

1.21

2.37

2.30

.60

1.72

1.91

.14

.12

.33

.79

.48

.92

.40

1.07

1.00

.21

.14

1.13

.15

.65 

4.69 

2.83

.48

6.19 

11.0

7.94

12.4

9.41

8.63

7.05

6.74

h 4.75

8.35

2.15

h 26.8

5.51

5.48

6.62

6.80

2.69

0

9.33

5.76

.99

49.8 

20.5

h 55.8

h 184

18.0

30.5

19.5
DISCHARGE AT PARTIAL-RECORD STATIONS 1047

Discharge at low-flow partial-record stations during water years 1961-65 Contin

Station 

No.

7 2999 3

7-3013

7-5014

7-3014.52

7-3015

7-3033

7-3075

Station name

SIP C d

North Pork Red River

near Shamrock, Tex

tinued) .

Starvation Creek near

Prentiss, Okla.

North Pork Red River

near Carter, Okla.

Elm Creek near Shamrock, Tex.

Quitaque Creek near

Quitaque, Tex.

Location

Red River basin Continued

Lat 35°16', long 100°15', at bridge

on U.S. Highway 83, 2i miles

north of Shamrock.

Lat 35°30'00", long 100°17'30", at

SW&SE£ sec. 20, T.10 N., R.24 W., at

bridge on State Highway 152,

about 2 miles upstream from mouth

and 3 miles southeast of Prentiss.

NVf£SEi sec. 15, T.8 N., R.Z2 W., at

bridge on State Highway 34,

3 miles south of Carter.

Lat 35°07', long 100° 17', at county

road bridge 1,500 ft downstream

from Port Worth and Denver (Burlington) Railway Co. bridge and

6 miles southwest of Shamrock.

Lat 34°14', long 101°07', threequarters of a mile upstream from

W. F. Saul's Ranchhouse, 1 mile

below Wilson Creek, 1.5 miles

upstream from Turkey Creek, and

10 miles southwest of Quitaque.

Drainage 

area 

( sq ml )

J1.320

j 164

44.5

2,337

_

k 293

Period 

of 

record

1951-63

1951-64

1965

1944-62*,

1963-64,

1965*

1947-65

1945-59*,

1960-65

Measurements

Date Discharge

(Cf»)

5

6- 9-61

7- 6-61

8- 8-61

9-14-61

10- 4-61

11- 2-61

12-26-61

2- 2-62

11- 2-60

1-31-61

5- 9-61

7-26-61

9-13-61

11- 1-61

1-31-62

3- 9-62

5- 3-62

7- 2-62

9- 6-62

11-13-62

1-18-63

2-11-63

3-12-63

5- 2-63

7- 2-63

9- 6-63

11- 2-60 

3- 1-61

5- 9-61 

8- 9-61 

11- 1-61 

1-31-62

3- 9-62

5- 2-62

7- 2-62

9- 6-62

11-13-62

1-18-63

3-13-63

5- 2-63

7- 2-63

9- 6-63

11-19-63

1-21-64

3-25-64

5-14-64

10-27-64

3- 8-65

7- 9-65

3- 8-63

5- 6-63

8- 5-63

10-10-63

10-20-63

4-30-64

11- 2-60

3- 1-61

5-10-61

8- 9-61

11- 1-61

12-26-61

3-10-62

4-12-62

6- 4-62

8- 8-62

10-18-62

12-10-62

2-11-63

4-26-63

6-21-63

8-27-63

10- 9-63

12-17-63

1-21-64

2-26-64

6- 2-64

8- 7-64

1- 5-65

7-26-65

11- 1-60

2-27-61

5- 2-61

8-15-61

12- 2-61

3- 6-62

5- 1-62

8- 2-62

11-16-62

2-14-63

5-29-63

8-28-63

11-21-63

45.6

f .25

0

1.76

2.26

h 123

h 39.5

27.8

24.5

f .34

0

.18

0

52.4

48.2

17.9

1.64

0

0

2.19

f 2

h 25.0

h 25.1

0

0

0

8.65 

9.54

8.61 

2.02 

10.5 

9.80

9.87

8.77

6.36

.79

8.22

h 7.77

9.11

5.47

.41

5.35

8.48

8.55

7.32

4.20

.30

1.05

1.80

104

11.3

0

0

0

4.33

3.43

2.25

2.45

2.04

2.97

3.01

2.77

3.40

3.15

3.04

3.46

3.33

2.73

2.96

3.42

2.73

2.79

3.06

2.93

3.07

2.97

1.49

2.68

1.63

4.34

4.39

4.81

3.O9

4.54

4.36

4.19

3.88

4.49

h. 13.6

2.99

1.73

h 3.93
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements at low-flow partial-record stations during wate 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(aq ml)

Period 

of 

record

Measurements

Date Discharge 

(efs)

basin Continued

7-3075

7-3077

7-3083.1

7-3112.4

7-3160.7

7-3253

7-3254

7-3283

7-3312

7-3313

Qultaque Creek Continued.

Roaring Springs near

Roaring Springs,

Tex.

Sattle Creek near

Davldson, Okla.

West Cache Creek

near Cookietown,

Okla.

Hickory Creek near

Marietta, Okla.

Rainy Mountain Creek

at Mountain View,

Okla.

Stinking Creek near

Carnegie, Okla.

Finn Creek near

Story, Okla.

Hoover, Okla.

Mill Creek near Mill

Creek, Okla.

Pennington Creek near

Reagan, Okla.

See preceding page.

Lat 35°51', long 100°51', 3j miles

south of Roaring Springs.

South line of SW^SEi sec. 31, T.3 S.,

R.12 W., at bridge on U.S. Highway 70, 3-J miles east of Davidson

and about 4 miles upstream from

mouth.

NE£ sec. 30, T.3 S., R.ll W., at

bridge on State Highway 5A, 3j

miles east of Cookietown and

about 11 miles upstream from

mouth .

HEfrNWi sec. 27, T.6 S., R.2 E., at

bridge on State Highway 77A, 5j

miles northeast of Marietta and

5j miles upstream from Texoma.

NW& sec. 12, T.7 N., R.15 W., at

bridge on State Highway 9, 0.2

mile east of Mountain View.

Center sec. 11, T.7 N., R.14 W., at

bridge on State Highway 9, 2.2

miles southwest of Carnegie.

NEi sec. 5, T.4 N., R.2 W., at bridge

on State Highway 24, 2 miles east

of Story.

on State Highway 19A, i^ miles

north of Hoover.

NW& sec. 11, T.2 S., R.4 E. , at

county road bridge 2 miles west of

Mill Creek.

SE£ sec. 30, T.2 S., R.6 E., at lowwater dam three-quarters of a mile

Highway 7 and three-quarters of a

mile northeast of Reagan.

_

c 55

1,112

116

309

104

67. E

603

46.4

65.7

1937,

1943-65

1965

1951-55,

1965

1965

1951-55,

1958-59,

1961

1951-55,

1958-61

1951-65

1944, 

1951-65

1952-55,

1958-65

1951-55,

1958-65

2-25-64

5-20-64

9- 8-64

2- 5-65

8-11-65

12- 9-60

3- 9-61

6-13-61

9- 9-61

11- 6-61

2-22-62

5-18-62

8- 9-62

12-13-62

2-14-63

5- 8-63

8- 8-63

3- 3-64

5-11-64

10- 8-64

2-16-65

10-27-64

12-15-64

3- 1-65

7- 8-65

10-27-64

12-15-64

3- 1-65

5-18-6S

7- 8-65

10-29-64

3-10-65

7-14-65

11-30-60

3- 7-61

3-15-61

6- E-61

11-30-60

3- 7-61

3-15-61

6- 2-61

IE- 2-60

1-13-61

3- 2-61

4- 6-61

12-20-61

8-21-62

7- 1-63

7-23-63

8-20-63

9-19-63

10- 8-63

10-30-63

3- 8-65

7-13-65

12- 2-60 

1-12-61

3- 1-61

4- 6-61

12- 1-61

4-18-62

8-E2-62

1- 3-63

4-18-63

7 -23-63

10-11-63

3-30-65

7-13-65

12- 1-60

1-12-61

3- 1-61

4- 5-61

5-17-61

11-30-61

8-22-62

7-22-63

10-11-63

3-10-65

6- 9-65

7-14-65

12- 1-60

1-12-61

3- 1-61 

4- 5-61

5-17-61

7-19-61

11-30-61

8-22-62

7-22-63

3.27

1.96

1.25

3.22

.88

m 1.07

m 1.57

m 1.30

m 1.73

m 1.56

m 1.53

m 1.49

m 1.28

m 1.39

m 1.35

m 1.34

m 1.32

m 1.40

m 1.35

m 1.18

m 1.22

0

.37

.11

0

9.01

a 31.0

10.1

3.30

0

.71

4.97

1.41

4.54

4.05

3.34

0

4.14

6.94

5.82

b .05

6.93

6.54

4.25

19.4

23.7

.91

1.03

.06

.14

1.01

.29

.01

2.78

.49

0 

1.38

.30

4.80

0

9.92

2.72

35.6

77.0

5.32

.06

23.5

1.43

5.31

11.2

11.0

18.6

5.47

10.8

2.94

3.44

1.04

6.44

7.90

3.47

17.4

27.1

22.1 

36.0

29.5

10.6

44.2

13.0

7.71
DISCHARGE AT PARTIAL-RECORD STATIONS 1049

Discharge measurements made at low-flow partial-record stations during water years L96L-65 Continued

Station 

No.

7-3313

7-3322.50

7-3324

7-3327

7-3344

7-3344.2

7-3344.4

Station name

Pennlngton Creek 

Continued .

Island Bayou near

Albany, Okla.

Blue Creek at Milburn, Okla.

Muddy Boggy Creek

near Parker, Okla.

Clear Boggy Creek

near Tupelo, Okla.

Leader Creek at

Tupelo, Okla.

Delaware Creek near

Wapanucka, Okla.

Location

Red River basin Continued

See preceding page.

SE comer of Sec. 17, T.8 S., R.11E,

at county road bridge 2 miles

south of Albany and about 3J

miles upstream from mouth.

SWiSWi sec. 35, T.3 S., R.7 E., on

of bridge on State Highway 48A,

0.5 mile north of Milburn.

SWi sec. 9, T.3 N., R.10 E., at

bridge on U.S. Highway 75,

5 miles west of Parker.

NEi sec. 24, T.I N., R.8 E., at

bridge on State Highway 48, 700 ft

downstream from Goose Creek and

4 miles south of Tupelo.

NW-J sec. 31, T.2 N., R.9 E., at

bridge on State Highway 3, 1 mile

east of Tupelo.

SWi sec.l, T.2 S., R.8 E., at bridge

on State Highway 48, 2 miles north

of Wapanucka.

Drainage 

area 

(sq ml)

132

203

174

248

64.3

45.8

Period 

of 

record

1965

1956-61

1958-65

1958-65

1958-65

1958-65

Measurements

Date Discharge 

(cfs)

10-11-63

12-16-64

3- 4-65

6-18-65

10-29-64

3- 4-65

6-18-65

12- 1-60

1-12-61 

3- 1-61

5-17-61

7-19-61

11-29-60

1-10-61

2-27-61

3-21-61

4- 4-61

5-15-61

9-11-61

10-31-61

2-12-62

5-18-62

7-11-62

8-15-62

9-20-62

2- 7-63

4-23-63

8-20-63

10-11-63

12- 3-63

2-18-64

4-11-64

12-14-64

3- 9-65

5-24-65

11-29-60

1-10-61

2-27-61

5-15-61

9-11-61

10-31-61

5-16-62

7-11-62

8-15-62

9-19-62

12-19-62

2- 8-63

4-22-63

8-19-63

10-11-63

12- 2-63

2-17-64

9-15-64

3- 9-65

5-24-65

11-29-60

1-10-61

2-27-61

4- 4-61

5-15-61

9-11-61

10-31-61

5-16-62

7-11-62

8-15-62

9-19-62

12-19-62

2- 8-63

4-22-63

8-19-63

10-11-63

12- 2-63

2-17-64

4-13-64

9-15-64

12-16-64

3- 9-65

5-24-65

12- 1-60

1-12-61

3- 1-61

4- 5-61

5-17-61

7-19-61

11-30-61

5-16-62

7-11-62

8-15-62

9-16-62

12-19-62

2- 8-63

4-22-63

8-19-63

8.61

41.8

36.0

41.5

.03

14.7

14.5

67.1

a 124 

74.0

59.4

50.0

11.5

20.8

18,3

20.9

22.4

12.9

1.17

12.2

18.5

8.68

f .15

0

5.68

17.2

10.9

0

0

0

3.03

7.72

11.3

6.21

4.34

77.8

83.0

85.0

38.4

59.0

70.2

58.4

21.2

14.7

64.9

74.6

59.6

42.5

7.57

5.77

15.7

5.75

6.10

43.6

48.8

0

6.84

4.16

6.70

1.00

0

2.85

3.52

f .03

0

4.70

2.83

2.37

2.75

0

0

0

0

.23

0

2.02

4.61

3.16

3.75

19.5

13.5

35.0

5.61

3.10

28.4

6.49

1.09

0

7.83

13.4

7.19

3.31

0
1050 DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No.

7-3359

7-3369

7-3369.5

7-3387

7-3332

7-3402

Station name Location

Red River basin Continued

tinued .

Buck Creek near

Moyers, Okla.

Walnut Bayou near

Foreman, Ark.

(station discontinued).

Barkman Creek near

Leary, Tex. (station discontinued).

Twomlle Creek near

Hatfield, Ark.

Hatfield, Ark.

Rolling Pork near

Grannis, Ark.

West Plat Creek near

Foreman, Ark.

See preceding page.

NE£ sec. 32, T.2 S., R.16 E., at

bridge on State Highway 144,

1 mile northeast of Moyers.

East line of sec. 12, T.13 S.,

R.32 W., at highway bridge 5.0

miles southeast of Foreman.

Lat 33°29'57", long 94°11'31", at

bridge on Farm Road 2253, 2.3

miles north of Leary.

NW^NWi sec. 8, T.3 S., R.31 W., at

bridge on U.S. Highway 71, 3.1

o he t t

E£ and on line between sees. 8 and 17, 

T.3 S., R.32 W., at bridge on 

county road, 4.0 miles northwest

of Hatfield.

NW£ sec, 14, T.6 S., R.32 W., at

bridge on county road, 2.0 miles

west of Grannis.

NE£SE£ sec. 3, T.12 S., R.32 W., at

bridge on State Highway 41, 2.3

miles north of Foreman.

Drainage 

area 

(SQ ml)

Period 

of

record

100

83.6

31.5

16.1

160

30.9

10.6

1956-65

1958-63

1958-64

1964-S5

1962-65

1964-65

1962-63,

1965

Measurements

Date

10-11-63

12- 2-63

1-28-64

4-13-64

9-15-64

12-16-64

3- 9-65

5-24-65

11-30-60

2-28-61

5-16-61

11- 1-61

2-13-62

5-17-62

7-10-62

8-14-62

12-19-62

5-21-63

8-20-63

10-11-63

12- 3-63

2-18-64

9-16-64

12-15-64

3-10-65

6-17-65

7- 7-61

10-16-61

11- 9-61

5-24-62

7-18-62

8-20-62

4-23-63

8-16-63

10-12-60

5-23-61

10-23-61

11-30-61

3-16-62

5-26-62

7- 7-62

7-31-62

9-18-62

7-25-63

11-14-63

7-12-64

8- 6-64

11-19-63

7- 7-64

8-28-64 

10-12-64

11-16-64

12-16-64

1-13-65

2- 8-65

3- 3-65

3-24-65

4-14-65

5-10-65

6-15-65

7- 7-65

7-28-65

8- 9-65

8-24-65

9-17-65

2-13-62 

5-13-62 

7- 9-62

8-14-62

9-19-62

12-19-62

11-19-63

7- 7-64

10-13-64

11-16-64

8- 9-65

11-19-63

7- 7-64

10-13-64

11-16-64

8- 9-65

11-22-61

12- 9-61

12-17-61

1-26-62

2-15-62

4-17-62

10-29-62

11-27-62

10-23-64

11-19-64

3- 1-65

3-16-65

8-16-65

Discharge 

(cfs)

0

0

3.59

16.2

0

18.2

15.8

13.6

2.16

a 100

17.4

6.76

35.9

7.56

.79

.06

14.6

2.92

0

0

0

6.85

3.86

51.6

45.1

18.2

2.12

.69

1.52

.52

1.42

.10

3.60

.11

3.34

2.34

.61

4,39

18.2

.48

.47

1.63

.90

0

0

0

0

.63

.85

a 844 

4.11

3.00

a 13.7

a 38.7

7.38

a 77.3

7.16

a 13.2

a 567

5.05

4.74

1.40

.72

.61

.82

97.7 

46.4 

3.01

1.33

22.1

54.5

f .02

1.77

a 72.0

15.2

1.80

0

.68

3.87

5.65

.28

a 197

a 197

a 121

a. 233

a 211

a 265

a 366

a 149

0

a 29.3

a 27.4

3.99

0
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Red River basin Continued

7-3407.5

* 7 -3411

7-3416.9

7-3421.5

7-3423.5

7-3441

7-3443

7-3444.6

7-3460.2

Umpire, Ark.

LLck Creek near

Wilton, Ark.

Rock Creek near

Dlerks, Ark.

Bols D'Arc Creek

near Hope, Ark.

Manlece Bayou near

Canfleld, Ark.

(station discontinued).

McKlnney Bayou near

Garland, Ark.

(station discontinued) .

Caney Creek near Redwater, Tex. (station discontinued) .

Alken Creek near Texarkana, Tex.

Shettleworth Bayou

near Blanchard, La.

Kelly Creek near 

Marietta, Tex.

(station discontinued).

bridge on State Highway 4, i'.Z

miles upstream from Harris Creek,

2.3 miles downstream from Cow

Creek, and 7.5 miles west of

Umpire.

SW£ sec. 31, T.ll S., E.29 W. , at

bridge on U.S. Highway 71, 1.3

miles north of Wilton.

NEJ sec. 36, T.7 S., R.29 W., at

bridge on U.S. Highway 70, 1.4

to June 29, 1962, at same site at

datum 10.00 ft lower.

NEJ- sec. 2, T.13 S., R.25 W., at

bridge on U.S. Highway 67, 0.4

mile upstream from Caney and 2.9

miles southwest of Hope.

SW£ sec. 10, T.18 S., R.25 W., at

highway bridge 3.1 miles west of

Canfleld and 3.3 miles upstream 

from mouth.

SEfc sec. 29, T.15 S., R.26 W., at

bridge on U.S. -Highway 82, 1.0

mile downstream from Red Chute

and 6.7 miles northwest of Garland.

Lat 33°20'52", long 94°17'33", at

bridge on U.S. Highway 67, 2.3

miles southwest of Redwater.

Lat 33°24'08", long 94°09'54", at

bridge on U.S. Highway 67, 4.2

miles west of Texarkana.

Lat 32°34''00", long 93°56'25", at

bridge 2.8 miles southwest of

Blanchard.

Lat 33°06'30", long 94°34'30", at 

bridge on Farm Road 250, ij miles

south of Cornett and 5 miles south

of Marietta.

Drainage 

area 

(sq ml)

Period 

of 

record

Measurements

Date Discharge 

(cfs)

113

19.1

c 9.0

36.0

109

169

18.0

12.2

c 9.8

50.5

1964-65

1964-65

1961,

1964-65

1964-65

1959-64

1959-63

1958-64

1958-60,

1964

1964-65

1958-64

11-19-63

7- 7-64

10-13-64

11-16-64

8- 9-65

11-20-63

7- 9-64

10-15-64

12-17-64

8-16-65

7-23-61

4-23-64

4-26-64 

10-16-64

11-19-64

1- 8-65

1- 9-65

2- 9-65

2-19-65

3-22-65

4- 7-65

4-28-65

5-20-65

6-14-65

7-12-65

8-12-65

11-20-63

7- 9-64

10-15-64

11-18-64

8-12-65

11- 9-60

8-28-61

9-29-61 

11- 1-61

5-23-62

7-18-62

8-14-62

4-18-63

8-13-63

10-23-63

9-27-61

11- 1-61

5-22-62

7-18-62

8-14-62

4-17-63

8-14-63

10-12-60

5-23-61

10-23-61

11-30-61

5-26-62

7- 8-62

7-31-62

9-18-62

7-25-63

11-14-63

7-12-64

8- 6-64

11-14-63

12-16-63

10-23-63

3-31-64

7- 7-64

8-17-64

9-14-64

5- 3-65

9- 2-65

10-11-60 

5-23-61

10-21-61

12- 2-61

5-27-62

7- 8-62

7-31-62

9-18-62

7-25-63

11-14-63

7-12-64

8- 6-64

11.1 

13.7

29.2

31.2

15.5

0

0

0

1.15

0

a 9,390

a 182

a 480

0

.36

.95

a 182

a 312

a 10.6

3.75

a 7.13

1.58

5.86

a 683

.10

0

3.58

1.13

2.41

a 3.00

1.86

11.0

10.0

13.6 

4.21

6.22

1.48

.83

13.6

3.64

.71

9.06

6.11

5.18

4.49

.69

13.4

.95

1.10

3.90

.49

1.50

1.05

.91

.87

.57

.24

.12

.08

0

.23

1.53

0

.30

0

0

0

0

0

1.54 

6.21

.90

17.5

2.46

4.11

.33

.39

0

0

0

0
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Measurements

Date Discharge

Com)

Red River basin Continued

7-3460.4

7-3460.45

7-3461

7-3461.2

7-3461.4

7-3463.2

7-3464

7-3481

7-3486

7-3487.3

Hughes Creek near

Avinger, Tex.

(station discontinued).

Black Cypress Bayou

at Jefferson, Tex.

Harleton, Tex. 

(station discontinued).

Karnack, Tex. 

tinued).

Kitchen Creek near

Smithland, Tex.

Jims Bayou near Kildare, Tex.

Frazier Creek near

Linden, Tex.

McLeod, Tex.

Black Bayou near

Atlanta, Tex.

(station discontinued).

Black Bayou near 

Rodessa, La.

McCain Creek near

Shreveport, La.

Bayou Do reheat at

Buckner, Ark.

(station discontinued).

Indian Creek near

Shongaloo, La.

Lat 32°55'40", long 94°30'23", at

bridge on State Highway 155, 3|

miles northeast of Avlnger.

Lat 32°46'40", long 94°21'26", at

bridge on U.S. Highway 59, 1.3

miles north of Jefferson.

Lat 32°36'00", long 94°37'20", at 

bridge on Farm Road 449, 2 miles 

west of Cartersville and 6 miles

south of Harleton.

3£ miles west of State Highway 43 

and 5 miles southwest of Kamack.

Lat 32° 48' 40", long 94° 11 '00", at

bridge on State Highway 49, l£

miles west of Smithland and 5

miles above Caddo Lake.

Lat 32°53'30", long 94°11'00", at

miles southeast of Kildare.

Lat 33°03'15", long 94°17'25", at

bridge on U.S. Highway 59, 4.0

bridge on Farm Road 125, 3.3 miles

southwest of McLeod.

Lat 33°04'25", long 94°09'45", at

bridge on Farm Road 251, 0.9 mile

downstream from Texas and Pacific

Railway bridge and 2.1 miles south

of Atlanta.

bridge 2.0 miles west of Rodessa. 

Lat 32°35'50", long 93°50'00", at

bridge 7.6 miles northwest of

NW£ sec. 18, T.16 S., R.22 ¥._, at

bridge on U.S. Highway 82, 1.0

mile east of Buckner.

Lat 32°55'00", long 93°22'05", at

bridge 4.4 miles southwest of

Shongaloo .

d 349

365

c 30

c 27

82.9

47.9

199

52.1

13.8

101

46.4

1958-64

1964-65n

1958-64

1958-61,

1964

1958-60, 

1964

1958-61,

1964

1964-65

1958-64

1956-57, 

1959-61

1964-65

1958-65

1964-65

10-11-60

5-23-61

10-20-61

5-28-62

7- 9-62

7-31-62

9-18-62

7-25-63

7-12-64

8- 6-64

9-13-64

10-22-64

3-22-65

4-24-65

5-29-65

7-10-65

9-27-65

10-12-60 

5-23-61 

10-19-61

12- 2-61

7-10-62

8- 1-62

9-19-62

9- 7-63

11-20-63

7-12-64

8- 6-64 

10-12-60

5-23-61 

10-19-61 

12- 2-61

7-10-62

8- 1-62

9-19-62

7-26-63

7-12-64

8- 6-64

10-12-60

11-20-63

12-17-63

11-20-63 

12-17-63

10-11-60

11-20-63 

12-16-63

9-12 64 

5-28-65

8-18-65

5-23-61

10-23-61

5-27-62

7- 8-62

7-31-62

9-18-62

7-25-63

11-14-63

7-12-64

8- 6-64

11-18-60 

5-15-61

10-23-63

3-31-64 

7- 7-64

8-17-64

9-14-64

11- 3-64

5- 3-65

9- 2-65

11- 9-60

9-27-61

10-31-61

5-23-62

7-18-62

8-14-62

4-17-63

8-13-63

10-23-63

12- 5-63

7- 8-64

8-11-65

11-13-63

6- 5-64

8- 7-64

7- 8-65

8- 3-65

h 16.4

9.86

8.10

9.40

5.26

5.46

7.99

.99

.05

0

1.86

7.45

h 355

h 99.8

h 422

h 16.4

2.18

1.05 

1.38 

2.11

12.0

.26

f .01

.56

0

.07

0

0

.84

3.18 

3.76 

10.9

1.14

.30

.49

0

0

0

3.62

h 6.62

4.61

0 

2.11

3.38

0 

3.10

0 

h 232

0

8.06

2.44

3.32

4.46

h 9.25

4.90

.11

.08

0

0

3.57 

2.08

0

.56

0

0

0

0

0

0

7.53

8.18

11.5

4.80

1.61

.66

12.7

.15

.31

2.95

0

.48

0

1.04

0

.40

0
Discharge meas

DISCHARGE AT PARTIAL-RECORD STATIONS 1QS3 

.rements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

Ho. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Measurements

Date Discharge 

(cfs)

Red River basin Continued

* 7-3487. 6

7-3487.8

* 7-3489

7-3489.7

7-3490.3

7-3491

* 7-3492

7-3494.2

7-3494.6

7-3497.96

7-3498.4

7-3498.45

* 7 -3508

Black Bayou at Leton,

La.

Dry Creek near Cotton

Valley, La.

Brushy Creek near

Hortman, La.

Sausman's Creek near

Minden, La.

Boone Creefc near Dayline, La.

Brushy Creek near

Sibley, La.

Clarfce Bayou near

Haughton, La.

Whetton Branch near

Bodcaw, Ark.

Martin Creek near

Springhill, La.

Caney Creek near

Benton, La.

Black Bayou at

Benton, La.

Black Bayou near

Benton, La.

Bayou Pierre at 

Porting, La.

Lat SZ'Sl'lO", long 93°15'05", at

bridge 0.5 mile south of Leton.

Lat 32°48'20" J long 93°21'55", at

bridge 3.1 miles southeast of

Cotton Valley,

Lat 32°41'40", long 93°22'40", at

bridge 2.4 miles south of Hortman

Lat 32°38'50", long 93°22'10", at

bridge 5j miles northwest of Minden.

Lat 32°32'20", long 93°22'30'1 , at

bridge 2.1 miles east of Doyline.

Lat 32°28'50", long 93°18'00", at

bridge 4 miles south of Sibley.

Lat 32°34'05", long 93°29'10", at

bridge 2.5 miles northeast of

Haughton.

NJ- and on line between sees. 7 and 8,

T.14 S., R.22 W., at bridge on

State Highway 53, 1.1 miles south

of Bodcaw and 2.6 miles upstream

from Little Bodcaw Creek.

Lat 32°59'12", long 93°33'25", at

bridge 5.5 miles southwest of

Springhill.

Lat 32° 45 ' 45", long 93" 40 '15", at

bridge 6.0 miles northeast of

Benton.

Lat 32° 41 '40", long 93° 43 '40", at

bridge 0.25 mile east of Benton.

Lat 3E°38'55", long 93°41'35", at

bridge 4.3 miles southeast of

Benton.

Lat 32°23 r 35", long 93°43'25", at 

bridge 0.6 mile northeast of

Forbing and 8.1 miles south of

Shreveport Post Office.

49.8

15. E

16.1

12.8

19.5

43.6

35.1

c 3.3

80.6

31.9

17.2

c 26

C 19

1955-65

1964-65

1955-65

1964-65

1964-65

1954-64

1955-64

1964-65

1964-65

1964-65

1955-62

1964-65

1964-65

5-23-61

9- 6-61

7-12-62

8-17-62

4-19-63

6- 3-63

8-19-63

11-13-63

6- 8-64

8- 7-64

7- 9-65

8- 4-65

9-14-65

11-13-63

6- 5-64

8- 7-64

7- 8-65

8- 3-65

9- 7-61

7-10-62

9-25-62

4-25-63

8-20-63

11-12-63

6- 4-64

8- 7-64

7- 9-65

8- 3-65

9- 2-65

11-12-63

6- 4-64

8- 7-64

7- 9-65

8- 2-65

9- 1-65

11-12-63

6- 4-64

8-13-64

8- 2-65

10-11-60

5-23-61

9- 7-61

7-10-62

9-25-62

4-22-63

8-20-63

11-12-63

5-23-61

9- 7-61

12- 4-61

7-10-62

8-17-62

9-25-62

4-24-63

8-20-63

11-12-63

11-20-63

7- 8-64

10-14-64

11-17-64

8-11-65

11-13-63

6- 5-64

8- 7-64

7- 8-65

8- 3-65

9- 2-65

11-13-63

6- 5-64

8- 7-64

7- 8-65

8- 3-65

9- 2-65

5-23-61

9- 7-61

7-11-62

8-17-62

11-12-63

6- 2-64

8- 7-64

7- 7-65

8- 3-65

10-29-63 

3-31-64

7- 6-64

9-14-64

11- 3-64

5- 3-65

0.97

.41

.18

0

5.78

.55

.23

0

.47

0

0

0

0

1.18

1.22

.45

1.49

.26

0

0

0

f .02

0

0

.01

0

0

0

0

0

.08

0

0

0

0

.93

2.02

.90

.71

5.91

9.38

3.93

3.47

3.02

8.89

2.21

2.06

.52

.44

3.42

0

.16

0

.62

.18

.42

a 1.75

.31

3.41

.49

.32

0

.46

0

.01

0

0

0

.02

0

.02

0

0

0

0

0

0

0

.04

0

0

0

1.52 

1.88

1.56

.31

.45

.57
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station

No.

7-3512.5

7-3516.7

7-3517.03

7-3517.2

7-3517.6

7-3520.4

* 7-3520.6

7-3521

* 7-3522

7-3522.5

*d7-3S22.8

* 7-3523

7-3523.7

Station name

Brush Bayou at Mt.

Zlon Road, near

Shreveport, La.

Rambin Bayou near

Frierson, La.

Little Bayou Na Bonchasse near Mansfield, La.

Buffalo Bayou near

Naborton, La.

Bayou Terre Blanc

Readhimer Creek near

Lucky, La.

Mill Creek at Saline,

La.

Saline Bayou near

Goldonna, La.

Black Lake Bayou

near Minden, La.

Bear Creek near Ada,

La.

Leatherman Creek

near Gibsland, La.

(formerly published

as 7-3523.5 Leathennans Creek).

Black Lake Creek

near Gibsland, La.

Brushy Creek near

Gibsland, La.

Location

Red River basin Continued

Lat 30°24'4S", long 93°46'25", at

bridge 7.0 miles southwest of

Shreveport Post Office.

Lat 32°13'25", long 93°42'10", at

son. 6 ' ml

Lat 32°07'2S", long 93°42'OS", at

bridge 7.0 miles north of Mansfield water tower.

Lat 32°04'30", long 93°35'45", at

bridge 2.5 miles north of Naborton.

Lat 31°46'20", long 93°17'5S", at

r g m le sou h o

Lat 32°12'SO", long 93°01'00", at

bridge 3.0 miles southwest of

Lucky.

Lat 32°10'1S", long 92°S8'3S", at

bridge 0.5 mile north of Saline.

Lat 32°00'00", long 92°53'3S", at

bridge 1.5 miles southeast of

Goldonna.

Lat 32°34'50", long 93°10'55", at

bridge 7.0 miles southeast of

Minden.

Lat 32°33'10", long 93°09'20", at

bridge 1 mile northwest of Ada.

Lat 32°32'40", long 93°06'20", at

Illinois Central Railroad bridge

3.2 miles west of Gibsland.

Lat 32°32'45", long 93°05'10", at

Illinois Central Railroad bridge

2.0 miles west of Gibsland.

Lat 32°27'50", long 93°05'15", at

bridge 6.0 miles southwest of

Gibsland.

Drainage

area 

(sq ml)

19.7

59.6

10.9

17.7

26.6

0 4.4

12.8

293

38.6

53.1

c 57

46.1

15.7

Period

record

1964-65

1954-64

1964-65

1956-64

1956-64

1964-65

1964-65

1956-57,

1959,

1961-63

1955-64

1956-64

1955-64

1955-64

1964-65

Meaau

Date

10-29-63

3-31-64

7- 6-64

8-17-64

9-14-64

5- 3-65

11- 3-60 

5-16-61

9- 7-61

5-15-62

8- 7-62

11- 7-62

3- 8-63

8- 8-63

10-25-63

8-11-64

10-24-63

4- 3-64 

7- 8-64

8-17-64

9-15-64

11- 4-64

5- 5-65

9- 3-65

11- 3-60

6- 7-61

9- 7-61

5-15-62

8- 7-62

11- 7-62

4- 3-63

8- 8-63

10-25-63

4-25-61 

8-14-61

9- 6-61

11- 2-61

5-14-62

7-31-62

11- 5-62

4-15-63

10-25-63

12-18-63

6- 3-64

8- 7-64

8-11-65

12-18-63

6- 3-64

8- 7-64

5-17-65

8-11-65

5- 9-61

9- 7-61

7-23-62

4-22-63

5-23-61

9- 6-61

7- 9-62

4-22-63

8-19-63

11-12-63

6- 6-61

9- 6-61

7- 9-62

9-19-62

4-25-63

8-19-63

11-12-63

9- 6-61

7- 9-62

4-22-63

8-19-63

11-12-63

9- 6-61

7- 9-62

4-19-63

8-19-63

11-12-63

12-19-63

6- 4-64

8- 7-64

5-17-65

8- 5-65

rements

Discharge 

(era)

0.89

1.14

.51

1.54

.46

1.03

3.84

10.5 

0

3.69

0

0

4.79

0

0

.53

0

1.34 

0

0

0

0

.23

0

.07

.02

0

2.08

0

0

.03

0

0

2.91 

.42

f .003

.21

1.46

0

0

.65

0

.93

.73

.31

.53

3.70

2.88

.81

4.81

1.76

153

65

105

78.8

4.28

1.36

.29

11.6

.12

0

.12

0

0

.27

8.22

0

0

4.74

.13

13.6

0

0

2.57

.09

.12 

5.44

.08

0

.03

.43

.02

1.00

0
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Contin

Station 

No. Station name Location

Drainage 

area 

(sq mi)

Period 

of 

record

Measurements

Date Discharge 

(cfs)

Red River basin--Continued

* 7-3524

7-3526

7-3527.5

7-3528.7

7-3541

* 7-3542

7-3543

7-3546.25

7-3546.9

T-S547

7-3548

Kepler Creek at

Sparta, La. (formerly published as

Kepler Creek near

Sparta).

Mill Creek near

Castor, La.

Castor, La.

Ashland, La.

Brushy Creek near

Liberty, La.

Bryant Creek near

Campti, La,

Kisatchie Bayou near

Bellwood, La.

Bayou Santabarb at

Bellwood, La.

Middle Creek near

Bellwood, La.

Bayou Provencal at

Flora, La.

Bayou Luce near

Cypress, La.

Kisatchie Bayou at

Cypress, La.

Bayou Pierre at

Gorum, La.

Lat 32°22'05", long 93°05'35", at

bridge 0.8 mile west of Sparta.

Lat 32°13'55", long 93°14'00", at

bridge 4.5 miles southwest of

Castor.

Lat 32°14'35", long 93°09'30", at 

bridge 0.8 mile southeast of 

Castor.

bridge 3.0 miles south of Ashland.

Lat 32°02'20", long 93°11'50", at

bridge 2.5 miles south of Liberty

Lat 31°58'10", long 93°00'25", at

bridge 8 miles northeast of

Campti.

Lat 31°29'05", long 93°08'20", at

Bellwood.

Lat 31°32'10", long 93°12'25", at

bridge 0.6 mile north of Bellwood

Lat 31°30'25", long 93° 11 '50", at

wood.

Lat 3l°36'10", long 93°06'10", at

bridge 0.8 mile southeast of

Flora.

Lat 31° 35 '05", long 93 "02 '50", at

bridge 1.5 miles south of Cypress.

Lat 31°35'45", long 93°02'30", at

bridge 0.6 mile south of Cypress.

Lat 31°26'00", long 92°56'30", at

bridge at Gorum.

21.1

21.5

27.9

13. S

c 7.6

140

51.1

40.0

61.9

11.2

360

19.1

1954-64

1955-64

1954-64

1964-65

1956-65

1964-65

1956-64

1954,

1956-64

1956-64

1963-65

1964-65

1964-65

1956-64

9-11-61

7-17-6E

4-23-63

8-21-63

10-28-63

9-11-61

7-16-62

4-23-62

8-21-63

10-28-63

6- 2-61 

9-11-61 

7-16-62

4-23-63

8-21-63

10-28-63

6- 3-64 

8- 7-64

5-17-65

8- 5-65

6- 2-61

9-11-61

7-16-62

4-25-63

8-20-63

10-28-63

6-10-64

8- 5-65

7- 7-65

12-18-63

6- 3-64

8-11-64

5-17-65

8- 5-65

4-20-61

6- 8-61 

9- 6-61

11- 2-61

3-27-62

8- 7-62

11- 1-62

4-15-63

10-25-63

4-20-61

8-14-61

9- 6-61

11- 2-61

3-27-62

8- 7-62

11- 1-62

4-15-63

10-25-63

4-20-61

11- 2-61

3-27-62

8- 7-62

11- 1-62

4-15-63

10-25-63

8-23-63

10-28-63

4- 1-64

5-21-64

9-23-64

10-30-64

4-29-65

8-31-65

10-28-63

4- 1-64

5-21-64

9-23-64

10-30-64

4-29-65

8-31-6S

10-28-63

4- 1-64

5-21-64

9-23-64

10-30-64

4-29-65

8-31-65

5-11-61

9- 7-61

4-23-62

8- 9-62

5.19

8.02

5.76

3.14

3.49

4.59

.58

4.69

2.73

1.43

2 . 98 

4.26 

3.32

3.77

.52

2.72

0 

.34 

0

.29

0

0

.42

0

.61

0

0

.05

0

0

.01

.15

0

0

0

91.0

18.9 

25.3

23.5

62.6

6.59

8.83

35.6

2.28

22.9

4.13

5.37

6.68

17.3

2.89

4.16

5.32

.49

24.2

5.64

11.2

.97

1.56

5.68

.13

0

0

13.6

.36

0

0

1.19

0

0

5.50

1.12

0

.72

1.10

0

1.15

103

39.3

8.42

7.03

32.4

10.4

3.23

3.26

3.99

.39
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge mea Bents made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No.

7-3548

7-3551.8

7-3552

7-3553.5

7-3553.6

7-3553.66

7-3558 . 1

f 7-3559

7-3563

7-3577.1

7-3580.1

7-3587

7-3595.7

7-3595.9

7-3596

Station name Location

Drainage 

(sq ml)

Period 

of 

record

Mea sureraent s

Date

Red River basin Continued

ued.

Dartigo Creek near 

Colfax, La.

Black Creek near

Haircloth, La.

Bayou Orappe near

Colfax, La. (formerly published as

Bayou du Orappe).

Jordan Creek near

Bentley, La.

Cress Creek near

Bentley, La.

Ouachita River near

Mena, Ark.

Big Pork, Ark.

Irons Pork near Aly,

Ark.

Olazypeau Creek at

Mountain Pine, Ark.

Fourche a Loupe Creek

near Hot Springs,

Ark.

Oulpha Creek near Hot

Springs, Ark. (station discontinued).

Ten Mile Creek near

Donaldson, Ark.

Caddo River near

Black Springs, Ark.

Caddo River at Caddo

dap, Ark. (station 

discontinued).

bridge 9 miles north of Colfax.

Lat 31°38'00", long 92°38'00", at

bridge 3 miles northwest of Falroloth.

Lat 31°33'45", long 92°44'05", at

bridge 3 miles north of Colfax.

Lat 31°30'50", long 92°31'50", at

bridge 2.1 miles west of Bentley.

Lat 31°31'25", long 92°35'15", at

bridge 5.5 miles west of Bentley.

HWiNEi sec. 13, T.2 S., R.30 W., at

bridge on State Highway 88, 1.5

miles west of Ink, 1.6 miles

upstream from Irons Pork, and 4.7

miles east of Mena.

SEjNWi sec. 23, T.3 S., R.28 W., on 

right bank at culvert on State

Highway 8, 0.2 mile upstream from

Big Pork and 0.9 mile southeast

of Big Fork.

NWJ sec. 6, T.I K., R.23 W., at

bridge on State Highway 27, 1.0

Creek and 1.6 miles south of Aly.

SEJ sec. 8, T.2 S., H.20 W., at

bridge on State Highway 227, 0.5

mile east of Mountain Pine.

SWi sec. 15, T.4 S., R.20 W., at

bridge on State Highway 7, 9.2

miles southwest of Hot Springs.

3% sec. 13, T.3 S., R.19 W., at

bridge on U.S. Highway 270, 4.6

miles southeast of Hot Springs.

SEJ sec. 25, T.5 S., R.18 W., at

bridge on U.S. Highway 67, 3.0

miles northeast of Donaldson.

SW£ sec. 28, T.3 S., R.26 W., at

bridge on State Highway 8, 4.3

miles west of Black Springs.

NEj sec. 13, T.4 S., R.25 W. , at

highway bridge at Caddo dap.

26.4

15.1

c 3.7

c 4.2

39.2

c 16

d 47

d 26

4.39

50.2

7.49

14.6

115

1954-64

1956-65

1964-65

1964-65

1964-65

1964-65

1964-65

1964-65

1964-65

1957-63

1964-65

1964-65

1957-63

4- 5-63

9-13-63

10-28-63 

11-14-63

6- 9-64 

8-11-64

6-17-65

8- 5-65

5-12-61

9- 7-61

5-25-62

4-18-63

8-20-63

11- 8-63

9- 7-61

7-11-62

4-18-63

8-20-63

11- 8-63

6-10-64

8-11-64

6-17-65

8- 5-65

11-14-63

6- 9-64

8-11-64

6-17-65

8- 4-65

11-14-63

6- 9-64

8-11-64

6-17-65

8- 4-65

7- 7-64

10-13-64

11-16-64

8- 9-65

3- 9-64 

10-14-64

11-17-64

12-16-64

1-13-65

2- 8-65

3- 3-65

3-24-65

4-14-65

5-11-65

6-15-65

7- 7-65

7-28-65

8- 9-65

8-24-65

9-17-65

7- 6-64

11- 2-64

8- 9-65

7- 9-64

10-14-64

8-11-65

, 7- 9-64

10-14-64

6-23-65

7-21-65

8-10-65

7- 5-61

9-25-61

10-24-61

5-18-62

8-16-62

11-20-62

4-18-63

8-12-63

7- 9-64

10-14-64

6-22-65

7-20-65

8-10-65

11-19-63

7- 7-64

10-14-64

11-17-64

8- 9-65

7- 5-61

9-25-61 

10-24-61

Discharge 

(cfs)

0.96

.30

.16

l!l2 

.38

.35

.08

15.5

15.7

10.5

10.2

12.4

4.78

0

0

1.00

0

0

0

0

0

0

.38

.63

.20

.62

1.39

.40

.30

.07

.18

.10

.11

4.94

2.57

.13

a 29.2 

.07

.07

.10

.49

.23

.61

.15

.15

.44

.11

.11

.13

.06

.07

.15

0

d .01

d .02

2.73

9.03

1.63

.16

.58

1.41

.14

.22

4.78

5.50

4.79

7.70

2.54

23.6

10.1

4.58

0

.42

3.50

.54

0

6.23

6.14

8.25

7.50

6.86

37.2

61.2 

42.3
DISCHARGE AT PARTIAL-RECORD STATIONS 1057

Station 

Ho. Station name Location

Drainage 

area 

(sq ml)

Red River basin Continued

7-3596

7-3601

7-3601.6

7-3602

7-3610.25

7-3611.6

7-3615.4

7-3616.3

7-3616.5

7-3617

7-3618

7-3618.5

Caddo River Continued.

L'Eau Frais Creek at

Joan, Ark.

Cypress Creek at Man

ning. Ark.

Little Missouri

River near Langley,

continued ).

Prairie Creek near

Murfreesboro, Ark.

North Fork Ozan

Creek near McCaskill, Ark.

Wolf Creek near

Antoine, Ark.

Terre Rouge Creek

near Hope, Ark.

Creek near Emmet,

Ark.

Terre Rouge Creek

near Prescott, Ark.

(station discontinued).

Caney Creek near 

Bluff City, Ark.

Terre Noire Creek

near Gurdon, Ark.

Tulip Creek near Pine

Grove, Ark.

See preceding page.

SWj sec. 22, T.7 S., R.18 W., at

highway bridge 0.5 mile southeast

of Joan.

SW£ sec. 13, T.8 S., R.17 W., at

bridge on State Highway 8 at Manning, 5.0 miles east of Dalark.

SW£ sec. 16, T.5 S., R.27 W., at

highway bridge 3.5 miles west of

Langley.

HE£ sec. 20, T.8 S., R.25 W., at

bridge on State Highway 301, 0.7

mile upstream from Little Missouri River and 1.5 miles south of

Murfreesboro.

Near center and on line between

sees. 14 and 23, T.10 S., R.25 tf . ,

at bridge on county road, 0.5 mile

downstream from Middle Fork, 1.0

mile upstream from South Fork,

and 3.0 miles south of McCasklll.

SE£ sec. 27, T.8 S., R.23 W., at

bridge on State Highway 29, 1.5

miles southwest of Antolne and

2.2 miles upstream from Antoine

River.

HEj sec. 18, T.12 S., R.23 W., at

bridge on U.S. Highway 67, 0.6

mile upstream from Garland Creek,

1.5 miles upstream from Pate

Creek, and 4.0 miles northeast of

Hope.

HE£ sec. 34, T.ll S., R.23 W., at 

bridge on U.S. Highway 67, 1.0

mile upstream from May Creek and

1.4 miles northeast of Emmet.

SW£ sec. 14, T.ll S., R.21 W., at

bridge on State Highway 24, 8.5

miles east of Prescott.

NWi sec. 22, T.ll S., R.20 W., at 

bridge on State Highway 24, S.6

miles north of Bluff City.

SW^ sec. 27, T.9 S., R.19 W., at

highway bridge 7.0 miles east of

Gurdon .

NWi sec. 16, T.10 S., R.16 W., at

bridge on State Highway 128, 2.0

miles southeast of Pine Grove.

79.4

59.6

66.5

c 33

72.3

c 37

37.4

38.0

231

167

250

152

Period 

of 

record

Measurements

Date Discharge 

(cfa)

1958-65

1964-65

1958-63

1964-65

1964-65

1964-65

1964-65

1964-65

1958-64

1958-65

1959-63

1958-64

5-28-62

7-24-62

8-15-62

4-26-63

8-15-63

11- 3-60

6-26-61

8-30-61

10-26-61

5-21-62

7-16-62

8-13-62

4-17-63

8-12-63

10-29-63

7-21-64

10-14-64

8-10-65

7-14-64

10-14-64

11-17-64

8-10-65

11- 4-60

6-28-61

8-31-61 

5-24-62

7-13-62

4-19-63

8-15-63

11-20-63

7- 8-64

10-16-64

11-20-64

8-10-65

11-20-63

7-16-64

10-16-64

8-12-65

11-20-63

7- 8-64

10-14-64

11-17-64

8-10-65

7- 9-64

10-15-64

11-18-64

8-12-65

11-20-63 

7-15-64

10-15-64

11-18-64

8-12-65

11- 4-60

8-31-61

9-28-61

10-27-61

5-23-62

7-17-62

8-15-62

8-14-63

10-23-63

11- 4-60 

9-27-61

8-15-62

8-14-63

10-23-63

10-15-64

11-18-64

8-10-65

11- 3-60

8-30-61

9-28-61

10-27-61

5-23-62

7-17-62

8-15-62

8-14-63

11- 3-60

6-26-61

8-30-61

10-26-61

5-21-62

7-16-62

8-13-62

4-17-63

8-12-63

10-21-63

46.6

30.6

22.4

71.1

31.5

9.04

11.2

7.01

6.91

14.4

5 99

3^94

27.9

9.39

1.89

2.14

4.65

5.82

3.47

5.63

6.00

4.4S

26.8

23.3

28 . 1 

35.8

13.5

54.4

18.8

3.12

.23

2.56

a 17.4

.71

0

.31

3.96

0

6.70

.94

3.91

S.06

1.02

1.10

S.21

3.60

.96

a S.68 

e .02

1.46

a 1.62

.SO

12.0

10.5

8.77

9.32

IS. 8

4.99

4.55

2.59

0

7.39 

9.21

e .30

0

0

2 .88

5.45

.20

7.53

4.14

a 40.2

6.81

11.1

12.7

2.70

5.56

5.91

6.85

7.07

3.59

10.2

3.47

3.13

31.5

10.8

1.92
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No.

7-3619

7-3620.6

7-3620.7

7-3620.8

7-3620.9

7-3623

7-3625.4

7-3625.5

7-3626

7-3627

7-3628

7-3628.7

7-3629

Station name Location

Drainage 

area 

(an ml)

Red River basin Continued

Bayou Freeo near

Eagle Mills, Ark.

(station discontinued).

Two Bayou Creek at

Camden, Ark.

Locust Bayou at

Locust Bayou, Ark.

Gum Creek near

Stephens, Ark.

Camp Creek near

Smackover, Ark.

Champagnolle Creek at

Hampton, Ark.

(station discontinued).

Whitewater Creek near

Tinsman, Ark.

Moro Creek near

Banks, Ark. (station discontinued).

Alum Fork at Crows,

Ark. (station discontinued) .

Middle Fork at Crows,

Ark. (station discontinued) .

South Fork near Hot

Springs, Ark.

(station discontinued) .

North Fork at Paron,

Ark.

North Fork near

Benton, Ark. ( station discontinued).

On line between and near south edge

of sees. 35 and 36, T.ll S.,

R.16 W., at bridge on State Highway 9, 2.5 miles north of Eagle

Mills.

SEj sec. 27, T.13 S., R.17 ¥., at

bridge on U.S. Highway 79 near

southwest city limits of Camden.

NWj sec. 32, T.13 S., R.15 W., at

bridge on State Highway 4, 0.4

mile west of Locust Bayou.

SEj sec. 10, T.15 S., R.19 W., at

bridge on U.S. Highway 79, 2.5

mi es northeast of Stephens.

HE£ sec. 8, T.16 S., R.16 W., at

bridge on State Highway 160, 1.4

miles upstream from Smac (cover

Creek and 2.0 miles west of Smackover city limits.

NWi sec. 32, T.13 S., R.13 W., at

bridge on U.S. Highway 167, 1.0

mile north of Hampton.

NWj sec. 21, T.12 S., R.12 W., at

bridge on county road, 2.2 miles

north of Tinsman.

NWi sec. 35, T.13 S., R.12 W,, at

bridge on State Highway 4, 3.5

miles southwest of Banks.

NWj sec. 29, T.I S., R.16 W., at

bridge on State Highway 5, 1.0

mile east of Crows.

NWj sec. 25, T.I S., R.17 W., at

bridge on State Highway 5, 0.5

mile west of Crows.

SE£ sec. 6, T.2 S., R.18 W., at

bridge on State Highway 5, 7.0

miles northeast of Hot Springs.

Hj and on line of sec. 31, T.2 H.,

R.16 W., at bridge on State Highway 9, 0.4 mile north of Paron.

SWj sec. 28, T.I S., R.15 W., at

bridge on State Highway 5, 4.0

miles northwest of Benton.

94.8

c 110

c 81

c 37

46.0

86.0

c 25

374

123

109

12,9

20.1

132

Period 

of 

record

1958-64

1964-65

1964-65

1960-61,

1964-65

1960-61,

1964-65

1958-61

1964-65

1958-63

1958-64

1957-64

1958-64

1964-65

1957-64

Measurements

Date

11- 3-60

6-26-61

8-30-61

10-26-61

5-21-62

7-16-62

8-13-62

4-17-63

8-12-63

10-21-63

11-21-63

7- 8-64

10-14-64

11-17-64

8-11-65

11-21-63

7- 8-64

10-15-64

11-18-64

8-10-65

10-25-60

11-21-63 

7- 8-64

10-14-64

11-17-64

8-11-65

11-26-60

11-21-63

7- 9-64

10-15-64

11-18-64

8-11-65

7- 7-61

9-27-61

11-23-63

7- 8-64

10-15-64

11-18-64

8-10-65

7- 7-61

9-27-61

10-26-61

5-22-62

8-15-62

11-19-62

8-12-63

7- 5-61

9-26-61

10-25-61

5-18-62

8-16-62

4-18-63

8-13-63

10-29-63

7- 5-61

9-26-61

10-24-61

5-18-62

8-16-62

4-18-63

8-12-63

10-29-63

7- 5-61

9-25-61

10-24-61

5-18-62

8-16-62

11-20-62

4-18-63

8-12-63

10-29-63

7- 1-64

7- 9-64

10-14-64

8-11-65

11- 2-60

7- 6-61

9-26-61

10-25-61

5-18-62

8-16-62

11-20-62

4-18-63

8-13-63

10-29-63

Discharge 

(cfs)

3.95

3.49

5.60

1.12

3.51

1.58

.43

13.7

.75

0

, e .001

0

.30

.28

5.14

0

0

0

0

.30

.56

e .02 

0

.38

.39

.30

1.59

3.20

.24

.65

.53

1.30

0

0

0

0

0

0

0

1.77

e .05

.15

8.33

0

5.72

8.18

4.76

5.01

6.87

10.8

Z.86

23.0

2.25

e .07

15.9

11.6

12.9

23.5

5.22

35.7

13.4

4.25

3.10

3.73

3.52

5.45

1.54

5.70

5.46

4.41

2.19

2.17'

0

.30

0

13.2

4.58

5.28

a 45.8

16.1

1.34

31.9

36.1

2.12

34.9
DISCHARGE AT PARTIAL-RECORD STATIONS 1059

Discharge measurements made at low-flow partial-r rd stations during water years 1961-65 Continued

Station 

No.

7-3S31

7-3631.1

7-3631.8

7-3634.4

7-3634.6

7-3634.65

7-3637

7-3640.1

7-3640.2

7-3640.6

7-3641.01

7-3641.06

7-3641.3

7-3641.7

Station name

Prancoise Creek near

Poyen, Ark. (station discontinued).

Big Creek at Poyen,

Ark.

Lost Creek near

Sheridan, Ark.

Derriusseaux Creek

near Rlson, Ark.

Big Creek near Pine

Bluff, Ark.

Big Creek near Pansy,

Ark.

Hudgin Creek near

Pansy, Ark.

Brown Creek near

Lacey, Ark.

Eagle Creek at Hermitage, Ark. (station discontinued).

Bayou Lapile at

Strong, Ark. (station discontinued) .

Shiloh Creek near

Beekman, La.

Bayou de Butte near

Bastrop, La.

Deep Bayou near Star

City, Ark.

Cutoff Creek near

tion discontinued).

Location

Drainage 

area 

(sq ml)

Red River basin Continued

Near center of sec. 3, T.5 S.,

R.15 W. , at bridge on U.S. Highway 270, 2.0 miles east of Poyen.

SEi sec. 5, T.5 S., R.15 W. , at

bridge on State Highway 229, 0.7

mile north of Poyen, 1.4 miles

upstream from Clear Creek, and

2.1 miles upstream from Prancoise

Creek.

SEi sec.l, T.5 S., R.14 ¥., at

bridge on U.S. Highway 270, 1.4

miles downstream from Little

Creek and 3.7 miles west of

Sheridan.

SE£ sec. 31, T.8 S., R.ll W. , at

bridge on State Highway 35, 3.0

miles upstream from Saline River

and 4.0 miles northwest of Rison.

HW^ sec. 17, T.7 S., R.10 ¥., at

bridge on U.S. Highway 79, 0.3

mile downstream from small tributary and 7.0 miles southwest of

Pine Bluff.

NE£ sec. 24, T.10 S., R.10 M., at

bridge on State Highway 35, 1.0

mile upstream from Saline River

and 5.0 miles west of Pansy.

NEi sec. 24, T.10 S., R.9 W. , at

bridge on State Highway 11, 1.5

miles northeast of Pansy.

SWj sec. 21, T.14 S., R.7 W., at

bridge on State Highway 81, 1.2

miles north of Lacey and 11 miles

south of Monticello.

NEi sec.l, T.15 S., H.ll W., at

bridge on State Highway 15, 0.5

mile southeast of Hermitage.

Ni sec. 33, T.8 S., R.12 ¥., at highway bridge 0.5 mile northeast of

Strong.

Lat 32°58'30", long 91°58'45", at

bridge 6.5 miles northwest of

Beekman.

Lat 32°51'40", long 91°59'20", at

bridge 7.2 miles northwest of

Bastrop .

NEiSWi sec. 2, T.9 S., R.6 W., at

bridge on State Highway 114, 9.2

miles east of Star City.

SEj sec. 11, T.12 S., R.5 W., at

miles southwest of Selma.

84.1

32.1

68.2

144

14.8

157

90.3

c 14

167

93.5

c 48

c 17

113

88.4

Period 

of 

record

1959-63

1964-65

1964-65

1964-65

1964-65

1964-65

1958-63

1964-65

1958-63

1958-65

1964-65

1964-65

1964- S5

1959-63

Measurements

Date Discharge 

(ofs)

6-27-61

9-25-61

10-25-61

5-18-62

8-17-62

4-18-63

8-13-63

7- 8-64

10-14-64

11-18-64

6-23-65

7-20-65

8-10-65

7- 8-64

10-13-64

11-18-64

8-10-65

7- 8-64

10-13-64

11-18-64

8-10-65

7- 8-64

10-13-64

11-18-64

8-10-65

7- 7-64

10-13-64

11-17-64

8-10-65

7- 6-61

9-26-61

10-25-61

5-21-62

7-25-62

8-14-62

11-19-62

4-17-63

8-12-63

7- 7-64

10-13-64

11-17-64

8-10-65

7- 6-61

9-27-61

10-26-61

5-22-62

7-26-62

8-14-62

11-19-62

4-17-63

8-12-63

11- 2-60

8-29-61

9-28-61

10-31-61

5-22-62

7-16-62

8-13-62

4-17-63

8-13-63

10-22-63

12- 4-63

7- 8-64

8-11-65

11- 5-63

6- 5-64

8- 7-64

5- 4-65

6- 3-65

11- 5-63

6- 5-64

8- 7-64

5- 3-65

8- 3-65

7- 7-64

10-13-64

11-17-64

8-11-65

7- 6-61

10-25-61

5-29-62

8-14-62

11-19-62

4-17-63

5.24

2.05

1.44

11.7

c .01

26.9

2.14

2.58

e 1.0

3.86

a 21.7

3.81

3.07

0

0

0

0

0

0

0

0

0

0

0

.20

0

0

0

.43

.36

0

0

2.17

c .02

0

c .22

14.4

.60

0

0

0

0

0

.05

0

1.87

0 ' 0

0

6.28

0

3.09

3.69

2.67

2.82

5.65

1.58

.79

5.60

.78

.42

3.42

.24

.33

0

.05

0

.14

.22

0

.05

0

.10

.09

e 1.5

a .25

0

0

0

1.44 

1.76

.45

e .03

e .01

13.4
1060 DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area

(sq ml)

Red River basin Continued

7-3643.10

7-3642.5

* 7-3642.6

7-3645.05

7-3646

7-3647.5

 7-3648

7-3648.37

7-3648.7

* 7-3649

 7-3651

* 7-3653

7-3658.5

Overflow Creek near

Jones, La.

Chemln-a-Haut Creek

near Berlin, Ark.

(station discontinued).

Hanks Creek near Hamburg, Ark.

Cypress Bayou near

Bastrop, La.

Bayou DeLoutre near

El Dorado, Ark.

(station discontinued).

Bayou DeLoutre at

DeLoutre, La.

Bayou D'Arbonne at

Homer, La.

Coleman Creek near

Homer, La .

Sugar Creek near

Arcadia, La.

Big Creek near

Vienna, La.

Cypress Creek near

Unionville, La.

Middle Fork Bayou

D'Arbonne near Colqultt, La.

Little Corney Bayou

near Siimmerfleld,

La.

Lat 32°59'00", long 91°43'05", at

bridge 3.4 miles northwest of

Jones .

SW£ see.'si, T.18 S., R.6 W., at

highway bridge 1.5 miles north of

Berlin.

MVjSEj sec. 4, T.18 S., R.7 W. , at

bridge on U.S. Highway 82, 4.5

miles southwest of Hamburg.

Lat 32°51'15", long 91°54'15", at

bridge 5.2 miles north of Bastrop

mjt sec. 6, T.19 S., R.14 W. , at

highway bridge 0.8 mile downstream from Hlghbank Creek and

8.5 miles southeast of El Dorado.

Lat 32°50'20", long 92°18'40", at

bridge 0.6 mile north of DeLoutre

Lat 32°48'30", long 93°03'20", at

bridge 0.2 mile north of Homer.

Lat 32°43'35", long 92°57'15", at

bridge 7.5 miles southeast of

Homer.

Lat 32°41'20", long 92°51'30", at

bridge 10.3 miles northeast of

Arcadia.

Lat 32°37'50", long 92°43'25", at

bridge 5.3 miles northwest of

Vienna.

Lat 32°39'35", long 92°35'15", at

bridge 3.2 miles east of Unionville.

Lat 33°55'40", long 92°59'40", at

bridge 2.0 miles southeast of Colquitt.

Lat 32°58'15", long 92°53'25", at

bridge 5 miles north of Summerfield.

e 88

216

_

c 17

78.4

302

30.0

c 9

0 47

68.9

63.3

43.9

54.0

Period 

of 

record

Measurements

Date Discharge 

(cfs)

1964-65

1959-63

1962,

1964-65

1964-65

1959-64

1948,

1954-64

1955-64

1964-65

1964-65

1955-64

1955-64

1955-64

1957-64

8- 7-64

8- 3-65

7- 6-61

9-27-61

10-26-61

5-21-63

7-26-62

8-14-62

11-19-62

4-17-63

8-12-63

12-31-61

4-28-64

10- 5-64

12-17-64

1-20-65

11- 7-63

6- 5-64

8- 7-64

5- 3-65

8- 3-65

11- 2-60

8-29-61

9-29-61

10-31-61

5-22-62

7-17-62

8-14-62

4-18-63

8-13-63

10-22-63

11- 4-60

5-11-61

5-22-62

7-19-62

8-14-62

8-22-63

11-15-63

10-13-60

2-14-61

6- 7-61

9- 6-61

7- 9-62

8-15-62

9-21-62

4-23-63

8-19-63

11-13-63

11-14-63

6- 8-64

8- 7-64

7-22-65

8- 4-65

11-14-63

8- 8-64

7-22-65

8- 4-65

10-18-60

6- 8-61

9- 8-61

5-25-62

7-19-62

8-15-62

4-15-63

4-19-63

8-23-63

11-14-63

10-18-6O

6- 8-61

9- 8-61

5-25-62

7-19-62

8-17-62

4-15-63

8-23-63

11-15-63

10-13-60

2-14-61

6- 7-61

9- 6-61

7- 9-62

8-14-62

9-21-62

4-23-63

8-19-63

11-13-63

10-17-60

2-14-61

6- 7-61

0.24

.26

1.82

8.57

e .03

,40

3.81

1.61

0

1.80

0

a 333

a 148

.78

a 1.40

e .05

0

.02

0

.04

0

9.01

8.61

8.64

10.8

12.3

8.77

5.40

8.74

20.6

6.72

34.1

53.0

46.0

14.1

10.3

19.5

16.3

1.57

18.2

.52

1.55

1.30

0

1.49

1.14

2.27

0

0

.12

0

0

0

0

0

0

0

.19

.34

5.90

13.7

7.56

0

17,2

10.7

0

0

.20

1.21

3.93

12.0

5.68

.53

13.7

.28

.12

.87

26.8

.21

.06

3.77

0

3.71

5.96

1.00

.05

6.18

37.0

4.93
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

Ho. Station name Location

Drainage 

(!qemi)

Period 

of 

record

Measurements

Date Discharge 

(era)

Red River basin Continued

7-3658.5

7-3661

* 7-3663.5

7-3664

* 7-3673

 7-3676

7-3685.2

7-3685.4

7-3685.6

7-3687.5

7-3692

Little Corney BayouContinued.

Little Cornie Bayou

near Junction City

Ark. (station discontinued).

Stowe Creek near

Farmerville, La.

Bayou Choudrant at

Tremont, La.

North Cheniere Creek

at Cheniere, La.

Cypress Creek near

Vixen, La.

Big Creek at Holly

Ridge, La.

Big Creek near Mangham, La.

Little Creek near

Mangham, La.

Bayou Oalion near Her

Rouge, La.

Turkey Creek at

Winnsboro, La.

See preceding page.

NEj sec. 25, T.19 S., R.16 ¥. , at

bridge on U.S. Highway 167,

2 miles northeast of Junction

City.

Lat 32° 40 '20", long 92° 28 '20", at

erville.

Lat 32°31'20", long 92°27'00", at

bridge 0.3 mile northeast of Tremont.

Lat 32°29'35", long 92"15'40", at

bridge 1 mile southwest of

Cheniere .

Lat 32°17'20", long 92°14'45", at

bridge 4.1 miles northeast of

Vixen.

Lat 32°28'00", long 91°36'40", at

bridge 0.5 mile east of Holly

Ridge.

Lat 32°17'30", long 91°45'45", at

bridge 1.5 miles southeast of

Mangham.

Lat 32°18'00", long 91° 49' 20", at

bridge 3 miles west of Mangham.

Lat 32° 46 '15", long 91° 45 '25", at

bridge 2 miles east of Her Rouge.

Lat 32°09'50", long 91° 42 '40", at

bridge at Winnsboro.

98.2

29.0

87.5

c 38

0 16

a 171

347

25.1

22.9

101

1958-65

1955-64

1955-57 ,

1959-63

1954-63

1964-65

1955-65

1957-63

1956-65

1955-63

1955-63

9- 7-61

4-19-62

7-11-62

8-15-62

4-23-63

8-19-63

11-13-63

11- 2-60

8-29-61

9-29-61

10-31-61

5-22-62

7-17-62

8-14-62

4-18-63

8-13-63

10-22-63

12- 4-63

7- 9-64

8-11-65

11-15-60

5-11-61 

9-11-61

4- 2-62

7-18-62

8-14-62

5-15-63

8-22-63

11-19-63

10-14-60

6- 5-61

9-11-61

5-11-62

7-19-62

8-14-62

5- 6-63

8-20-63

10-11-60

5-23-61

9-11-61

4-23-62

7-19-62

8-14-62

5- 6-63

8-20-63

6- 5-64

8-10-64

5-13-65

8- 9-65

9- 3-65

10-11-60

5- 5-61

9- 6-61

4- 3-62

8-16-62

9-19-62

4-23-63

9-25-63

6- 4-64

8-13-64

5-11-65

5-10-61

9- 5-61

4- 5-62

7-10-62

9-20-62

4-22-63

9-26-63

5-10-61

9- 5-61

4- 5-62

7-10-62

9-20-62

4-22-63

9-26-63

6- 4-64

8-12-64

5-12-65

8- 2-65

5- 4-61

9- 7-61

4- 2-62

7-12-62

9-19-62

5-23-63

10-12-60

5-10-61

9- 5-61

7-10-62

4-22-63

9-26-63

2.68

110

2.94

.17

8.81

2.86

1.16

5.14

8.09

10.8

12.3

16.0

4.76

3.44

12.2

9.93

3.60

7.95

.88

3.50

0

6 . 45 

.34

15.8

2.41

0

.38

0

0

1.69

5.16

3.94

43.1

3.01

4.64

3.69

2.24

4.51

10.7

10.5

24.1

5.51

4.64

3.95

1.94

.43

0

.56

.29

.22

.23

10.1

2.59

7.07

2.16

.06

.20

.46

0

1.13

.80

0

34.8

0

44.6

24.4

15.9

25.0

.06

0

.14

0

0

.02

0

0

0

0

0

4.89

.28

6.06

.25

0

0

e .20

e .20

e .20

e .3

e .2

.16
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measur at low-flow partial-record stations during water years 1961-65 Continued

Station 

No.

7-3693

7-3693.6

7-36S6.4

7-3702

7-3702.5

7-3704

7-3705.5

7-3706

7-3706.5

7-3707

7-3707.5

7-3707.9

7-3708

Station name

ner, La.

Bushley Creek at Manifest, La.

Bayou Vidal at

Quimby, La.

Castor Creek at Chatham, La.

Edwards Branch near

Chatham, La.

Bills Creek near

Mount Pleasant, La.

Black Bayou near

Clarks, La. (formerly published as

Black Creek near

Clarks).

Beaucoup Creek near

Cotton Plant, La.

Flat Creek near Sikes,

La.

Beech Creek near 

Olla, La.

Chickasaw Creek near

Olla, La. (formerly published as

Big Chickasaw

Creek).

Chickasaw Creek near

Urania, La.

Castor Creek at

Tullos, La.

Location

Red River tasin Continued

Lat 31°57'00", long 91°39'15", at

 bridge 2 miles south of Wisner.

Lat 31°42'50", long 91°56'10", at

bridge 0.5 mile east of Manifest.

Lat 32°14'00", long 91°12'55", at

bridge at Quiraby.

Lat 32°19'10", long 92°26'15", at

bridge 1.0 mile northeast of Chatham.

Lat 32°19'10", long 92°29'20", at

bridge 2.4 miles northwest of

Chatham.

Lat 32°10'40", long 92°12'00", at

bridge 3 miles north of Mount

Pleasant.

Lat 32°00'20", long 92°12'00", at

bridge 4 miles southwest of

Clarks.

Lat 32°06'40", long 92°19'20", at

bridge 3.3 miles west of Cotton

Plant.

Lat 32°04'45", long 92°27'50", at

bridge 1.5 miles east of Sikes.

Lat 31°54'55", long 92°23 1 35", at

Lat 31°52'30", long 92°13 1 35", at 

bridge 2 miles southeast of Olla.

Lat 31°50i40", long 92°17'25", at

bridge 1-J miles south of Urania.

Lat 31°49'45", long 92°20'20", at

bridge 0.9 mile west of Tullos.

Drainage

area 

(sqmi)

27.1

64.7

c 160

60.0

c 5

24.7

d 89.0

127

41.5

c 58

95.3

923

Period

of 

record

1955-64

1955-64

1957-65

1954-63

1964-65

1956-65

1955-59,

1961-65

1948,

1955-64

1964-65

1955-59,

1961-64

1955-59, 

1961-64

1964-65

1955-59,

1961-64

Heasu

Date

9- 6-61

7-10-62

9-19-62

4-22-63

9-26-63

6- 4-64

8-12-64

5-10-61

9- 6-61

7-11-62

4-17-63

8- 8-63

11- 8-63

9- 6-61

4- 9-62

5-23-63

9-25-63

6- 4-64

5- 6-65

8- 2-65

6- 2-61

9- 5-61

5-24-62

7-19-62

9-18-62

9-20-62

5- 6-63

8-20-63

9-18-64

5-12-65

8-10-65

9- 3-65

6- 2-61

9- 5-61

5-11-62

7-13-62

9-20-62

5- 6-63

8-20-63

6- 5-64

8-10-64

5-12-65

8-10-65

9- 3-65

10-18-60

5- 9-61

9- 6-61

7-10-62

5- 6-63

8- 9-63

11- 8-63

8- 7-64

6-17-65

8- 2-65

6- 8-61

9- 5-61

7-10-62

4-16-63

8-15-63

11- 8-63

6- 4-64

8- 7-64

5-24-65

8- 2-65

10-18-60

9- 5-61 

4-23-62

4-16-63

8- 9-63

11- 8-63

10-18-60 

5- 9-61 

9- 5-61

4-23-62

4-16-63

8- 9-63

11- 8-64

6- 4-64

8- 7-64

6-17-65

8- 2-65

9- 6-61

7-11-62

5- 6-63

8- 9-63

11- 8-63

pements

Discharge 

(cfs)

0

0

0

0

0

0

0

9.61

9.05

7.90

7.74

2.74

3.27

3.32

77.2

5.94

.01

0

6.09

.99

3.27

11.7

4.36

.71

1.67

1.93

1.58

1.14

.35

.11

.13

.07

.10

.16

.84

.24

0

.32

0

0

0

0

0

0

0

.40

0

.20

e .01

0

0

0

0

e .10

.94

5.01

4.03

12.5

.25

0

2.55

0

0

0

0

1. 19 

2.56

7.08

0

0

0 

.73 

.53

2.37

.76

.14

e .01

7.17

.68

.13

2.14

28.4

52.2

38.7

10.2

5.84
DISCHARGE AT PARTIAL-RECORD STATIONS 1063

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

Ho. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Measurements

Date Discharge 

(cfs)

Red River basin Continued

* 7-3708.2

d 7-3709.3

7-3709.8

7-3710.5

7-3715.2

* 7-3718

7-3719.5

* 7-3721

7-3721.1

7-3721.3

7-3721.6

* 7-3723

Dugdemona River near

Quitman, La.

Cypress Creek at

Quitman, La. (formerly published as

7-3708.5).

Little Dugdemona

River near Hodge,

La.

Dukedall Creek near

Danville, La.

Muddy Creek near

Jonesboro, La.

Big Creek near Dodson, La.

Kyiaies Creek near

Winnfield, La.

Port de Luce Creek at

Winnfield, La.

Brushy Creek near

Joyce, La.

Sandy Creek near

Joyce, La.

Pope Creek near 

Tullos, La.

Bear Creek near Packton, La.

lock, La.

Lat 32°20'40", long 92°44'40", at

bridge 1.7 miles west of (Juitman.

Lat 32°20'45", long 92°42'55", at

bridge three-quarters of a mile

southeast of Quitman.

Lat 32°16'20", long 92°41'40", at

bridge 1.7 miles east of Hodge.

Lat 32° 15 '30", long 92° 48 '25", at

bridge 3.2 miles northeast of Danville.

Lat 32°12'20", long 92°49'15", at

bridge 6.6 miles southwest of

Jonesboro.

Lat 32°05'40", long 92°41'25", at

bridge 2 miles northwest of Dodson.

Lat 31°57'15", long 92°41'30", at

bridge 4.0 miles northwest of

Winnfield.

Lat 31 0 56'15", long 92°39'05", at

bridge 0.9 mile north of Winnfield.

Lat 31°55'10", long 92°33'15", at

bridge 3.0 miles southeast of

Joyce.

Lat 31°53'50", long 92°29'30", at

bridge 6.9 miles southeast of

Joyce.

Lat 31° 50 '40", long 92° 24 '50", at 

bridge 5i miles northwest of

Tullos.

Lat 31°47'05", long 92°34'40", at

bridge 1.1 miles south of Packton.

Lat 31°3B'20", long 92°25'48", at 

bridge 7i miles north of Pollock.

117

46.0

c 20

19.5

c 17

c 81

c 24

31.0

c 24

c 7

c 11

c 11

c 30

1958-64

1948,

1954-64

1964-65

1956-64

1964-65

1948,

1955-57,

1959-64

1964-65

1956-64

1964-65

1964-65

1964-65

1956,

1959-65

1954-64

10-13-60

6- 2-61

9-11-61

5-25-62

7-23-62

8-15-62

9-20-62

4-25-63

8-22-63

10-28-63

5-11-61

9-11-61

5-25-62

7-23-62

9-20-62

4-25-63

8-20-63

10-28-63

11-15-63

6-10-64

8-10-64

7-23-65

8- 2-65

6- 2-61

9-11-61

7-23-62

4-23-63

8-22-63

10-28-63

12-18-63

6- 3-64

8-11-64

5-17-65

8-10-65

10- 3-60

5- 9-61

9- 7-61

5-25-62

7-16-62

4-22-63

8-20-63

11- 8-63

11-12-63

6- 3-64

8-11-64

5-17-65

8- 5-65

10- 3-60

5- 9-61

9- 7-61

5-25-62

7-16-62

4-19-63

8-15-63

11- 8-63

11-12-63

6- 8-64

8- 7-64

7-15-65

8- 4-65

11-12-63

6- 4-64

8-11-64

7-15-65

8- 4-65

11-12-63 

6- 4-64

8- 7-64

6-17-65

8- 4-65

10-19-60

5-12-61

9- 6-61

4-23-62

7-10-62

4-18-63

8-16-63

11- 8-63

6-10-64

8- 5-64

5-18-65

8- 3-65

5-12-61 

9- 6-61

4-23-62

4-18-63

8- 8-63

11-13-63

3.50

2.23

6.37

11.6

.82

.28

.40

6.70

.09

0

24.0

1.95

5.48

2.62

.90

4.92

.23

0

0

.17

0

0

0

.54

0

0

.20

0

0

1.02

.95

0

0

0

0

9.99

.38

.40

0

2.58 -0

0

0

.79

0

.05

0

0

3.17

1.92

.46

0

.21

0

0

.90

3.91

.01

.19

.05

.81

.28

.48

.22

.63

0 

.24

0

.02

0

0.

.68

0

1.01

0

.02

0

0

e .01

0

0

0

8.19 

19.8

5.23

7.73

1.38

0
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge nts made at low-flow partial-record stations during water years 1961-65 Continued

tlon - Station name Location

Drainage 

area 

(sq mi)

Period 

of 

record

Measurements

Date Discharge 

(crt)

Red River basin Continued

Trout CreeK near

Pollock, La.

Pollock, La.

"Vson Creel' near

Pollock, La.

F«ndy Creek at Pol-

\oc*-, Le.

C"'=aT- Creek southeast

of Flshrille, La.

'"agon Bayou iear

Tloga, La.

Btvils Creek ne-j-

'If bo. La.

^-mphill Cr°=H at

lebo, La.

.' aphil-. Or>. 2k .'enJ, u ,

 T-eens Creek near

Manifest, La.

T-.lnehart Crpek at

Rhinehar*,, La.

Lat 31°36'30", long 92°17'00", at

bridge 9.3 miles northeast of

Pollock.

Lat 31°34'50", long 92°18'35", at 

bridge 7.0 miles northeast of 

Pollock.

Lit 31°32'20", long 92°25'40", at

bridge 1.6 miles northwest of

Polloc-k.

Lat 31°31'20", long 92°24'00", at

bridge 0.5 mile east of Pollock.

Lat 31°29'20", long 92°20'20", at

bridge 2.6 miles southeast of

Fishvllle and 4.8 miles southeast

of Pollock.

Lat 31°23'50", long 92°24'35", at

brldg" lj miles northeast of

Tloga.

Lat 31°33'15", long 92°07'10", at

end of State Highway 777, 2.6

Lat 31°3"5'05", long 92*07'55", at

bridge 0.6 mile east, of Nebo.

Lat 31°53'20", long 92°06'30", near

o t; o

Lat 31 r 3 [?'22", long 91°59'50", at

bridge 4.3 miles southwest, of

Man! «-<"5t .

Lat 31°38'ZO", long 92"00'20", at

bridge 0.1 mile northeast of

Rhlnebart.

o 29

2, 254

c 12

a 6.5

13.6

32.0

c 12

35,3

c 39

c 17

c 8.5

1964-65

1964-65

1964-65

1964-65

1964-65

1954-63

1963-65

1956-64

1962-65

1964-65

1964-65

6- 8-64

B-ll-64

5-21-65

8- 3-65 

10-22-63

B-ll-64 

B- 3-65

6- 9-64

8-11-64

12-11-64

5-21-65

B- 3-65

11-14-63 

6- 9-64

B-ll-64

5-21-65

8- 3-65

B-ll-64

5-21-65

8- 3-65

10-19-60

5-12-61

9- 6-61

5-25-62

4-18-63

8-16-63

10-12-61

8-13-62

B- 7-64

6-1B-65

B- 2-65

5-10-61

9- 6-61

10-12-61

7-11-62

4-17-63

8- 8-63

11- B-63

10-12-61 

8-13-62

10- 9-62

8- 7-64

6-18-65

8- 2-65

6- 8-64

B- 7-64

6-18-65

B- 2-65

6- B-64

B- 7-64

6-1B-65

B- 2-65

1.87

5.00

5.53

4.79 

27 9

88. 6 

45.6

4.22

3.99

85.0

3.56

4.05

.44 

.75

4.10

1.24

5.19

.51

.92

4.13

4.14

1.56

3.47

4.44

2.13

2.30

5.72

2.91 

3 99

2! 47

1.57

1.61

17.6

30.4

24.5

27.2

22.5

16.9

16.1

28.1 

24.1

25.7

18.7

6.52

16.6

6.04

4.49

2.47

3.57

.92

.88

.53

.43

Polly Creek basin

F lly Creek near

La.

Lat 30°53'06", long 91°29'05", at

St. F'aicisville.

4.32 1964-65 10-21-63

9- 4-64

11-16-64

4-19-65

5-19-65

0.67

.77

.76

1.12

.38

ayou Sara basin

"=iyou Sara near

T a. '

Soring Grove Branch

vlllp, La.

Lat 30°50'40", long 91°24'15", at

St. "Pranr-lsvllle.

Lat 30°5r>'40", long 91°24'00", at

104

1.34

1956-60, 

1962-64

1956-60, 

1962-65

10-18-61

12- 4-61 

2-14-62

5-30-62

10-15-62

11-14-62

4- 9-63

10-25-63

10-18-61 

12- 4-61

2-14-62 

5-30-62

10-15-62

11-14-62

4- 9-63

5-20-63

10-25-63

6- 9-64

9- 1-64

11-16-64

4-19-65

5-19-65

24.9 

40.0

65.0

33.4

19.3

15.8

24.6

12.5

.53 

.57

.85 

.49

.15

.42

.42

.25

.37

.46

.39

.48

.49

.38
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continu

Station 

No. Station name Location

Drainage 

area 

(sq mi)

Period 

record

Measurements

Date Discharge 

(eta)

Bayou Sa

*7-3734 Little Bayou Sara

near Turnbull, La.

Lat 30° 58 '15", long 91° 28 '50", at

bridge 1.2 miles northwest of

Turnbull.

22.3 1955-60,

1962-64

10-18-61

12- 4-61

2-14-62

5-30-62

10-15-62

11-14-62

4- 9-6J

5-20-63

10-25-63

1.48

3.66

9.30

4.00

.82

.77

1.89

2.32

.01

Thomps

7-3734.4

7-3734. S

7-3735.2

7-3735.7

7-3735.9

7-3736.1

7-3736.5

*7-3738

7-3738.5

Beaver Creek near

Jackson, La.

Thompson Creek at

Jackson, La.

Mill Creek near Wakefield, La.

Middle Fork Thompson

field, La.

West Fork Thompson

Creek at Jackson,

La.

Vaughn Creek near

Jackson, La.

Hammer Creek near

Starhill, La.

Alexander Creek near

La.

Grants Bayou near

Starhill, La.

Lat 30°52'50", long 91°11'22", at

bridge 3.3 miles northeast of

Jackson.

Lat 30°50'25", long S>l°13'i5", at

Lat 30°56'21", long 91°l6'25", at

bridge 5.2 miles northeast of

Wakefield.

Lat 30°56'23", long 91°14'57", at

Wakefield.

Lat 30°50'25", long 91°13'59", at

bridge 0.9 mile west of Jackson.

Lat 30°50'08", long 91°14'19", at

bridge 1.3 miles west of Jactson.

Lat 30°47'2fa", long 91"15'30", at

Starhill.

Lat 30°42'5b", long 91°22'0b", at

St. Francisville.

Lat, 30°44'33", long 91°19'32", at

bridge 1.8 miles southwest of

Starhill.

11.1

99.3

2-86

31.3

66.6

10.4

6.98

23.9

9.26

1964-65

1955- BG, 

1962-64

1364- = 5

1364-65

lM64~6b

1964 6b

1962-64

1364-65

10-2J-63

6- 9 64

9- 4-64

11-. 1 64

4-EO-65

5-18- 65

10-18-61 

12- 4- 61

2-i4 62

5-Su 62

..0-15-62

4- 8- 63

5- SO 63

10-25-63

j-G-gl h3

6- 9 64

9- 4 64

ll-ib-64

4-19-65

5-18-65

10-21-63 

6- 9-61

9- 4-61

-11-16- 64

4-19-65

5-18-65

J (.1-^-63

6- 9-64

9- 4- 64

ll--,7-64

4-19-65

5-18-65

j.0- fcj ^

6- 9 01

9- 4-64

1.1-17-64

4-19- ob

5-1E 6b

j.O-21 6;

9- 1-64

11-16-64

4-19-65

5-19-Eb

12 - 4- 61 

2-14 62

5-30- 62

10-15-52

11-14- 62

4- 9-63

5-CO- 63

10-25-63

10-18 o3

6- 9- 54

9- 1-64

Il-i6- 64

4-19-6b

5-19-65

Bayou Baton Rouge basin

7-3739.5

7-3739.6

Bayou Baton Rouge

near Baker, La.

Cypress Bayou near

Zachary, La.

Lat 30°35'30", long 91°13'10", at

bridge 3 miles west of Baker.

Lat 30" 36 '45', long 93° 10 '15", at

bridge 2 miles south of Zachary.

17.6

11.2

1956-60,

1962-64

195-1,

1959-bC,

1962-64

10-2C- jj.

12- 4- 61

2-14-62

5-29-62

10-15-62

11-14-62

4- 9-63

5-20-63

10-24-63

10-20-., .1

12- 5-61

2-14-62

5-29-62

10-15 32

11-14-62

26.4 

44 7 

64.1 

iS.O
1066 DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

(an ml)

Period 

of 

record

Measurements

Date Discharge 

(of a)

Bayou Baton Rouge basin Continued

7-3739.6

7-3746.5

* 7 -37 47

*7-3750.5

7-3751.5

7-3752

7-3752.1

7-37 52. Z

» 7 -37 53

7-3753.1

7-3754

7-3754.24

Cypress Bayou Continued.

German Creek near

Wilmer, La.

Tchefuncta River near

Frankllnton, La.

Tchefuncta River near

Covlngton, La.

Bogue Falaya near

Covlngton, La.

Little Bogue Falaya

near Covlngton, La.

East Fork Little

Bogue Falaya near

Covlngton, La.

Ablta River at Ablta

Springs, La.

Tanglpahoa River near

Kentwood, La.

Terrys Creek at Kentwood, La. (formerly published as

Terry Creek).

Beaver Creek at Tanglpahoa, La.

Big Creek near Roseland, La.

near Roseland, La.

See preceding page.

Mississippi River Delta

Lat 30°46'26", long 90°15'32", at

Wilmer.

Lat 30°45'22"(revlsed), long

90°15 r 52", at bridge 9 miles

southwest of Frankllnton.

Lat 30° 29 '40", long 90°10'lo", at

bridge 4.0 miles west of Covington.

Lat 30°31'28", long 90°06 ^"{corrected}, at St. Benedict bridge,

3 miles north of Covlngton.

Lat 30°32'00", long 90°03'25", at

bridge 4 miles northeast of

Covlngton.

Lat 30°31'37", long 90°02'43", at

bridge 4.5 miles northeast of

Covlngton.

Lat 30°28'43", long 90°01'38", at

bridge 0.5 mile east of Ablta

Springs.

Lat 30° 56 '15", long 90° 29 '25", at

bridge 1.1 miles east of Kentwood.

Lat 30°56'17", long 90°29'45", at

bridge 1.2 miles east of Kentwood

water tower.

Lat 30°52'57", long 90°30'43", at

bridge 0.5 mile north of Tanglpahoa.

Lat 30°47'44", long 90°27'06", at

bridge 4.1 miles northeast of

Roseland.

bridge 4.4 miles northeast of 

Roseland.

16.4

53.1

145

76.5

17.4

16.8

28.9

237

59.6

25.5

38.4

1964-65

1955-58,

1960,

1962-64

1964-65

1955-58,

1960,

1962-64

1956-58,

1960,

1962-64

1964-65

1955-58,

1960,

1962-65

1955-58,

1960,

1962-64

1964-65

1955-58,

1960,

1962-64

1964-65

4-10-63

5-20-63

10-24-63

10-24-63 

6-11-64

9- 2-64

11-18-64

4-20-65

5-18-65

12- 8-61

2-14-62

5-30-62

11-15-62

4-10-63

8-20-63

10-25-63

10-24-63

11-14-63

6-15-64

9- 4-64

11-17-64

4-19-65

5-19-65

6-23-65

2-14-62

5-28-62

7-26-62

11-13-62

4-11-63

8-19-63

10-25-63

2-14-62

5-28-62

7-26-62

11-13-62

4-11-63

8-19-63

10-25-63

10-24-63

6-15-64

9- 3-64

11-17-64

4-19-65

5-19-65

2-14-62

5-28-62

7-26-62

11-13-62

4-11-63

8-19-63

10-24-63

6-15-64

9- 3-64

11-17-64

4-19-65

5-19-65

12- 6-61

9-21-62

11-15-62

8-20-63

9- 9-63

10-25-63

10-Z4-S3

6-10-64

9- 2-64

4- .i 0-65

5-19-65

6-23-65

12- 6-61

2-15-62

5-30-62

10- 9-62

11-15-62

4-10-63

8-20-63

10-25-63

10-22-63

6-10-64

9- 2-64

11-19-64

4-20-65

5-18-65

6-10-64 

9- 2-64

0.24

0

.03

4.22 

3.77

4.06

4.95

8.38

4.93

48.4

58.0

34.6

30.9

30.4

29.1

19.6

40.0

44.0

57.6

55.0

53.0

65.8

50.4

50.1

87.9

30.4

30.8

27.2

28.0

20.3

12.4

10.4

9.06

3.87

2.89

2.25

.65

2.68

1.59

1.96

2.42

4.23

3.16

2.86

11.6

0

.21

.45

0

.06

.16

.57

1.54

1.68

1.46

.55

210

94.7

175

119

111

112

25.4

37.3

35.3

43.2

33.0

37.6

14.4

16.5

11.7

10.6

9.58

10.5

6.60

5.76

7.23

19.3

17.6

17.2

20.7

18.9

8 .33

14.1 

10.5
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq mi)

Period 

of 

record

Measurements

Date Discharge 

(era)

Mississippi River Delta Continued

7-3754.26

7-3754.6

7-3754.7

'7-3756

7-3756.8

*7-3758.5

7-3759

7-3759.3

 7-3762

7-3762.9

7-3765.2

7-3766.02

7-3766.48

Continued.

Chappepeela Creek

near Loranger, La.

Little Chappepeela

Creek near Loranger

La.

Washley Creek near

Robert, La.

Bedico Creek near

Madisonville, La.

Tickfaw River near

Greensburg, La.

Joseph Branch at

Greensburg, La.

Twelvemile Creek near

Montpelier, La.

Hog Branch near Doyle,

La.

Blood River near

Springfield, La.

Little Natalbany

River at Albany, La.

Ponchatoula Creek

east of Natalbany,

La.

East Fork Amite River 

near Thompson, Miss.

Lat 30°40'55", long 90°19'00", at

bridge 6 miles northeast of

Loranger.

Lat 30°39'43", long 90°22'30", at

bridge 2.1 miles northeast of

Loranger.

Lat 30°30'20", long 90°18'30", at

bridge 2 miles east of Robert.

Lat 30°27'13", long 90°15'53", at

bridge 7.0 miles northwest of

Madisonville.

Lat 30°48'55", long 90°38'10", at

bridge 1.8 miles southeast of

Greensburg.

Lat 30°50'01", long 90°39'58", at

bridge 0.3 mile north of Greensburg.

Lat 30°41'50", long 90°38'54", at

bridge 1.1 miles north of Montpelier.

Lat 30°30'10", long 90°42'20", at

bridge 2.0 miles east of Doyle.

Lat 30°26'19", long 90°36'37", at

bridge 3.7 miles northwest of

Springfield.

Lat 30°30'15", long 90°34'40", at

bridge 0.3 mile east of Albany.

Lat 30°32'45", long 90°28'35", at

bridge 0.7 mile southeast of

Natalbany water tower.

Si sec. 23, T.S N., R.5 E., Washington meridian, at bridge on county

highway, l£ miles upstream from

State Highway 24, and 4 miles

southwest of Thompson.

24.4

27.9

25.3

13.7

136

11.6

45.0

110

26.6

40.6

14.7

-

1955-58,

1960,

1962-63,

1965

1964-65

1952,

1955-58,

1960,

1962-65

1964-65

1957-60,

1962-64

1955-60,

1962-64

1955-60,

1962-64

1957,

1959-60,

1962-64

1964-65

1964-65

1964-65

1959, 

1964

4-20-65 

5-18-65

6-23-65

12- 8-61

12-14-62

5-30-62

9-21-62

10-10-62

11-15-62

4-10-63

8-19-63

10-25-64

10-21-63

6-15-64

9- 4-64

11-19-64

4-20-65

5-17-65

2-14-62

5-28-62

7-26-62

11-19-62

4-11-63

8-19-63

10-21-63

6-15-64

9- 4-64

11-17-64

5-17-65

6-23-65

10-24-63

6-15-64

9- 4-64

11-17-64

5-17-65

6-23-65

12- 6-61

2-15-62

5-29-62

11-15-62

4- 9-63

8-19-63

10-25-63

12- 6-61

2-15-62

5-29-62

11-15-62

4- 9-63

8-20-63

10-25-63

12- 6-61

2-15-62

5-29-62

11-15-62

4- 9-63

5-20-63

10-25-63

12- 6-61

2-14-62

5-28-62

11-19-62

4-10-63

8-19-63

10-25-63

10-21-63

6-11-64

9- 4-64

11-17-64

4-19-65

5-17-65

10-21-63

6-10-64

9- 4-64

11-17-64

4-19-65

5-17-65

10-21-63

6-10-64

9- 2-64

4-20-65

5-17-65

6-23-65

10-15-63

12.6 

10.2

9.57

16.0

21.8

15.0

13.1

14.8

11.0

12.6

8.50

8.43

6.44

9.42

7.70

7.07

11.3

7.31

4.43

0

0

0

0

0

0

0

.21

e .19

0

0

.07

.23

.26

.21

.28

.20

92.0

108

88.6

70.6

77.3

64.1

51.1

e 1.14

2.22

.37

.90

.47

.95

2.22

20.1

24.5

15.8

12.8

4.49

11.8

9.12

19.8

23.8

7.08

3.10

7.80

3.87

4.89

.08

.13

.37

.26

.45

.28

.63

2.66

1.92

2.05

4.S7

2.14

.10

1.59

1.20

2.97

1.43

1.09

30.0
1068 DISCHARGE AT PARTIAL-RECORU STATIONS

>rd stations during water years 1961-65 Continued

Station 

No.

7-3767

, -3768

7-3770,5

7-3771

7-3771,6

7-3772

7-3772.2

7-3772.5

'7-3774

7-3777

7-3777.7

7-3778

Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Measurements

Date Discharge 

(eft)

Mississippi River Delta Continued

West Fork Amite River

near Liberty, Miss

Beaver Creek near

Felixville, La.

Darling Creek near

Darlington, La.

(formerly published

as Darlings Creek)

Bluff Creek at Bluff

Creek, La.

Pigeon Creek near

Grangevllle, La.

Sandy Creek near

Clinton, La.

Little Sandy Creek

near Pride, la.

Sandy Creek near

Oreenwell Springs,

La.

Comlte River near

Clinton, La.

Clinton, La.

Redwood Creek near

Slaughter, La.

Black Creek near

Slaughter, La.

White Bayou near

Zachary, La.

SWj sec. 6, T.2 N., R.4 E., Washington meridian, at bridge on State

Highway 24, 1-f miles upstream

from Speculation Crefk ami 2 mile

west of Liberty.

Lat 30°57'46lr , long 90°51'48", at

bridge 1.5 miles northeast of

Pellxvllle.

Lat 30°53'00", long 90°48'20", at

bridge 1.5 miles west of Darlington.

Lat 30°56'38", long 90°52'38", at

bridge 0.2 mile northeast of

Bluff Creek.

Lat 30°43'?2", long 90° 49 '15", at

bridge 1.5 miles southeast of

Grangeville.

Lat 30° 47 '30", long 90°57'30", at

bridge 6.2 miles southeast

(revised) of Clinton.

Lat 30"45'08", long 90°59'12", at

bridge 4.0 miles north of Pride.

Lat 30°36'08", long 90°59'37", at

bridge 1.5 miles north of Greenwell Springs.

Lat 30°51'30", long 91°02'20", at

bridge 1.3 miles west of Clinton.

Lat 30°51'50", long 91°01'36", at 

bridge 0.5 mile west of Clinton.

Lat 30°43'44", long 91°06'54", at

bridge 2 miles northeast of

Slaughter.

Lat 30°43'10", long 91°10'05", at

bridge 1.5 miles west of Slaughter.

Lat 30°37'08", long 91°08'04"J at

bridge 2.0 miles southeast of

Zachary.

_

123

54.3

26.3

9.69

27.3

9.50

114

d 86.8

25 7

d 41.1

15.3

65.7

1952-53,

1955-56,

1959,

1964

1955-60,

1962-64

1957-60,

1962-64

1955-60,

1962-64

1964-65

1957-60,

1962-64

1964-65

1955-60,

1962-64

1955-60,

1962-64

1964-65

1955-57,

1959-60,

1962-64

1964-65

1955-60,

1962-65

10-16-63

10-19-61

12- 5-61

2-15-62

5-14-62

12- 6-62

4- 9-63

8-20-63

10-25-63

12- 5-61

2-15-62

5-30-62

4- 9-63

8-20-63

9- 9-63

10-25-63

10-19-61

12- 5-61

2-15-62

5-30-62

11-14-62

4-10-63

8-20-63

10-24-63

10-21-63

6-10-64

9- 4-64

11-17-64

4-20-65

5-17-65

10-19-61

12- 5-61

2-14-62

5-30-62

10-16-62

11-14-62

4-10-63

10-24-63

10-23-63

6-10-64

9- 4-64

11-17-64

4-20-65

5-18-65

10-19-61

12- 6-61

2-15-62

5-29-62

4-10-63

8-21-63

10-24-63

10-19-61

12- 5-61

2-15-62

11-14-62

4- 9-63

8-20-63

10-25-63

10-21-63 

6-10-64 

9-25-64

11-17-64

4-20-65

5-18-65

10-20-61

12- 4-61

2-15-62

10-15-62

11-14-62

4-10-63

10-24-63

10-16-63

9- 4-64

9-25-64

11-16-64

4-20-65

5-18-65

10-20-61

12- 5-61

2-14-62

5-29-62

10-15-62

11-14-62

4-10-63

27.2

36.9

66.7

78.6

44.9

36.1

48.2

29.1

22.7

26.6

24.5

29.7

24.2

24.2

15.4

16.9

e 1.28

.97

3.67

.74

.31

.70

.22

.04

0

0

0

0

0

0

5.51

8.15

10.7

6.90

5.06

4.34

5.43

3.23

£.35

.42

.25

.30

.76

.29

11.4

14.8

32.2

18.7

8.14

8.56

1,67

29.1

47.2

79.0

56.8

33.9

35.4

15.4

9!ll 

8.01

10.1

11.0

9.63

6.05

10.4

14.2

4.40

5.73

6.86

3.15

0

0

0

1.47

.03

0

e .20

1.52

4.31

0

.06

.02

.12
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge measurements made at low-flow partial-record stations during water years 1961-65 i.oniiu

Station 

No. Station name n Drainage 

area 

(sq ml)

Period 

of 

record

Measurement

Date Dlscha-,;-: 

(cfs)

Mississippi Hiver Delta Continued

7-3778

. " 'g.i

7-3787

*7-3801.3

7-3801.35

*7-3801.6

'7-3801.8

7-3822.51

7-3822 . 52

White Bayou Continued.

Blackwater Bayou near

Baton Houge, La.

Jones nreek near

Woofllawn School,

near Baton Houge,

La. (formerly published as Jones

Creek near Woodlawn, La.).

Colyell Creek at

Livingston, La.

Hornsby Creek at Satsuma. La.

Middle Colyell Creek

near Walker, La.

West Colyell Creek

near Walker, La.

Castor Creek at

Castor Plunge, near

Alexandria, La.

Plunge, near Alexandria, La.

See preceding page.

Lat 30°32'06", long 91°04'53", at

bridge on Hooper Hoad, 8.5 miles

northeast of Baton Houge Post

Office.

Lat 30°24'5Q", Ijn, 91°00'50'T , at

bridge 1.6 mlleb north of Woodlawn School and 10.5 miles east of

Baton Houge Post Office.

Lau 30°30'1G", long 90=46 10", at

bridge 1.0 mile west of Livingston.

Lat 30°30'05", long 9G°46>37", at

bridge 0.5 mile west of Satsuma.

Lat 30°29'45", long gO°5U'30", at

bridge 1.3 miles east of Walker.

Lat 30° 29 '05", long 90° Si '35", at

bridge 2.0 miles (revised) west of

Walker.

Lat 31°12'25". long '3Z'i5<M" 1 at

bridge 8 miles southwest of Alexandria.

bridge 8 miles southwest of Alexandria.

v

34.1

19.5

20. /

12.7

20.3

28.5

.".4

1964-65

1S56-57,

1959-60,

1962-65

1955 60,

1962-65

1964-65

1956-6C,

1962-64

1956-60,

1962-65

135'J-65

5-20-63

10-24 63

9- 4 64

9-25-64

11-16. 64

1-20-65

5-18-65

10-24 63

9- 4-64

9-25- 64

11-16-64

4-19-65

5-18-65

10 -2O- 61

2-14-62

9-20-62

11-19-62

4-10-63

5-20-63

10-24-63

9- 4- 64

9-25-64

Jl-17-64

4-19-65

5-17 65

12- 6-61

2-11-02

5^-28-62

11-19-62

4-10-63

5-20-53

6-21-64

9- 4-64

9-25-64

11-17-64

4-19-65

5-17-65

6-11-64

9 25 64

11-17-64

4-19 65

5-17 65

12. b-6-L

2-. 4-62

5-28- 62

11-19-62

4-10-63

5-20-63

10-25-63

12- o ci

2-14-62

5-28. n2

11-19-62

4- 8-63

5-20-63

6-11-64

9-25-64

-1-17-64

4-13-65

5-17 -b5

5- 4 b^

9-i.2-b9

2- 2-50

6 1 6fi

6- 1-61

9- 7 bl

5 7-fi?

ll- 7 62

4- 4 63

9-. 2-63

j.0-28-63

5-25- 54

10-26-54

4-29- 6f

8-31-65

9--2-5S 

2- 2-60

6- 1-60

9- 7-61

5-17-62

8- 8-62

11- 7-62

4- 4-63

9-'2-63

10-28 63

5-25-64

10-26 64

4-29-65

8-31-65
DISCHARGE AT PARTIAL-RECORD STATIONS

Discharge at low-flow partial-record stations during water years 1961-65--Continu

Station 

No. Station name Location

Drainage 

(sqeml)

Period

of 

record

Measurements

Date Discharge 

(cfs)

Mississippi River Delta Continued

7-3822.53

7-3722.54

7-3827

7-3827.5

Loving Creek at

Castor Plunge, near

Alexandria, La.

Castor Creek near

Alexandria, La.

(formerly published

as Long Branch) .

Bayou Carron at Washington, La.

Bayou Wauksha near

Lebeau, La.

Lat 31°12'10", long 92°34'40", at

bridge 8 miles southwest of Alexandria.

Lat 31°12'55", long 92°34'05", at

bridge 8 miles southwest of Alexandria.

Lat 30°36'55", long 92°03'50", at

bridge at southwestern edge of

Washington.

Lat 30°42'05", long 92°00'49", at

bridge 3.1 miles southwest of

Lebeau.

c 5.0

.

82.6

95.0

1959,

1961-65

1957,

1959-61

1956-57,

1960,

1962-65

1964

5- 5-59

6- 1-61

5-17-62

8- 8-62

11- 7-62

4- 4-63

9-12-63

10-28-63

5-25-64

10-26-64

4-29-65

8-31-65

6- 1-61

9- 7-61

10- 2-61

2-16-62

5-30-62

4- 5-63

10-25-63

9-16-64

5- 4-65

10-25-63

9-16-64

g 5.50

7.83

6.28

3.87

4.14

3.72

2.81

3.10

3.38

2.11

1.30

4.16

22.6

24.4

.79

.61

.36

0

.06

.94

0

0

1.29

* Also a crest-stage partial-record station.

* Operated as a continuous-record gaging station.

a Includes surface runoff.

b Gage heights, or gage heights and discharge measurements only.

c Approximately.

d Revised.

e Estimated.

f Field estimate.

g Not previously published.

h Not base flow.

1 About 62 sq mi probably noncontributing.

j About 154 sq mi probably noncontributing.

k About 258 sq mi probably noncontributing.

m Spring flow.

n Corps of Engineers has collected records here since May 1938.
DISCHARGE AT PARTIAL-RECORD STATIONS 1071 

Crest-stage partial-record stations

The following table contains annual maximum discharges for crest-stage stations. A crest-stage 

gage is a device which will register the peak stage occurring "between inspections of the gage. A 

stage-discharge relation for each gage is developed from discharge measurements made "by indirect 

measurements of peak flow or by current meter. The date of the maximum discharge is not always certain but is usually determined "by comparison with nearby continuous record stations, weather- records, 

or local inquiry. Only the maximum discharge for each water year is given. Information on some 

lower floods may have been obtained but is not published herein. The years given in the period of 

record represent water years for which the annual maximum has been determined.

No,

Annual maximum dischar

Station name Location area 

(sq mi)

of 

record

Ann

Date

1961-65

aal maxj

Gage 

height 

(feet)

mum

Discharge 

(efB)

Merajnec River basin

7-0112

7-0113

7-0120

7-0157

7-0158

7-0175

7-0177

Love Creek near

Salem, Ho.

Ragan Branch near

Rolla, Mo.

Behnke Branch near

Rolla, Mo.

Lanes Fork near

Vichy, Mo.

Langenberg Branch

near Rosebud, Mo.

Dry Branch near

Bonne Terre, Mo.

Fountain Farm Branch

WjNEj sec. 23, T.34 N., R.6 V.,

at culvert on State Highways 32 and 72, half a mile

west of Salem.

NEjNEt sec. 28, T.36 H., R.7W.,

at bridge c.n U.S. Highway

72, 3 miles northwest of

Lake Spring and 9 miles

southeast of Rolla.

NE£NE£ sec.i7, 1.37 H., n.7¥.,

300 ft upstream from county

highway "bridge and 3.5

miles southeast of Rolla.

SWiNEj sec. 17, T.39 H., R.7 ¥.,

at bridge on State Highway 

68, 2j miles east of Vichy.

SE^NEj sec. 13, TU2 N., R.5 Vf,

at culvert on State Highway

28, 1.7 miles west of Rosebud.

Lat 37°55'55", long 90°27 ' 40",

at west-central edge of

Survey 3062, T.37 ti., R.5 K,

at bridge on County Highway K, 4.5 miles east of

Bonne Terre.

SE£NE£ sec. 32, T.SS N., R.S E,

about 4 miles northeast of

Potosi.

0.89

a 6.58

1.05

24.1

a .64

3.65

a 2.16

1955-59.

1960-65

1949-65

1949-59*

1960-65

1944-45,

1948-65

1960-65

1956-59*,

1980-65

1957-65

5- 8-61

6- 7-62

5-25-63

4- 5-64

4- 5-65

5- 6-61

3-20-62

3-30-63

4- 5-64

4- 6-65

5- 6-61

6- 7-62

3-30-63

6-13-64

9-14-65

5- 6-60

5- 6-61 

3-20-62

5-25-63

4- 5-64

9- 4-65

1-14-60

5- 8-61

3-20-62

3-30-63

6- 5-64

9- 4-65

6-24-56

6-14-61

9-14-62

6-10-63

3- 9-64

4- 6-65

12-18-57 

3- 5-61

5-16-63

4- 5-64

6- 3-65

4.72

5.02

4.91

4.40

4.45

5.53

2.10

2.69

3.01

2.05

2.58

2.3S

2.42

2.32

2.19

7.99

8.24 

7.51

5.10

7.73

9.33

8.57

9.50

9.18

7.99

8.65

8.25

3.63

3.82

4.25

3.30

2.96

4.42

11.91

"bf

12.17

12.32

12.97

10S

130

128

S5

90

.

230

470

660

210

576

436

464

396

310

a 3 960

4 160 

3 470

1 490

3 690

5 450

e 88

180

145

43

95

61

a 670

730

910

530

398

975

a 230 

270

<100

270

310

460

Plattin Creek basin

7-0191 Murphy Branch near

Crystal City, Mo.

Lat 38°11'10", long 90°23'45'1

in NW portion of Missouri

Survey No. 1995, T.40 N.,

R.6 E., at culvert on U.S.

Highway 61, 2.5 miles

southwest of Crystal City.

0.45 1955-65 5- 8-61

6- 6-62

3-31-63

4- 5-64

9- 5-65

7.46

8.60

6.15

5.60

9.30

165

230

114

90

294

Apple Creek basin

7-0207 Hoehs Branch near

Uniontown, Mo .

SV^SEJ sec. 20, T.34 N.,

R.12 E., on bridge on U.S.

Highway 61, 1.2 miles north

of Uniontown.

1.66 1955-65 6-15-61

1-22-62

_

8-27-64

7- 2-65

12.11

10.57

(b)

12.55

12.45

1,000

420

<50

1,300

1,200

7-0212 Sunnybrook Creek at

Lutesville, Mo.

NtftSE£ sec. 7, T.30 K., R.10 E,

on bridge on State Highway

51, half a mile south of

Lutesville.

0.52 1955-65 2- 2-56

6- 7-61

2-E6-62

3- 4-63

3- 9-64

7- 2-65

2.29

2.69

2.54

2.31

2.32

2.96

a 195

300

250

200

200

400

Obion River basin

7-0252.2 Cane Creek near

Martin, Term.

Lat 36°19'36", long 88°51'05T;

at bridge on U.S. Highway

45E, 1.2 miles south of

Martin.

6.79 1955-65 3- 5-6:

11-23-61

3- 5-63

3- 9-64

7- 3-65

10.65

11.63

8.76

12.81

13.42

.

_

_

_

-
DISCHARGE AT PARTIAL-RECORD STATIONS

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

No, Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Annual maximum

Date

Gage 

height 

(feet)

Discharge 

(cfs)

Obion River basin Continued

7-0252.25

7-0278

7-0286

7-OE87

*7-0289

7-0290.9

*7-OE93.7

7-OE94.12

7 -0294. E

7-0294.6

7-0296

7-0301

Cane Creek tributary

near Martin, Term.

South Pork Forked

Deer River near

(Sates, Tenn.

Cain Creek tributary

near Trenton, Tenn.

Cain Creek near

renton, enn.

Middle Fork Forked

Deer River near

Spring Creek, Tenn.

Nash Creek near 

Tigrett, Tenn.

Lewis Creek near

Dyersburg, Tenn.

Cypress Creek at

Selmer, Tenn.

Hurricane Creek near

Walnut, Miss.

Crystal Spring

Branch Cypress

Creek near Middleton, Tenn.

Saulsbury Creek at

Saulsbury, Tenn.

Pleasant Run near

Bolivar, Tenn.

Cane Creek at Ripley,

Tenn.

Lat 36°18'42", long 88°50'50",

at culvert on U.S. Highway

45E, 2.3 miles south of

Martin.

Lat 35"48'50", long 89°21'30",

at bridge on State Highway

88, 3.9 miles southeast of

Sates .

Lat 35°56'17", long 8S°56'27",

at culvert on U.S. Highway

45W, 2.9 miles south of

square in Trenton.

Lat 35°57'56", long 88°57'14",

54, 1.6 miles southwest of

Trenton.

See previous table.

at bridge on State Highway 

20, 2.3 miles west of

Tigrett.

Lat 36°03'14", long 89°21'42",

at bridge on U.S. Highway

51, 2 . 1 miles northeast of

square in Dyersburg.

See previous table.

SEjNW£ sec. 8, T.2 S., R.4 E.,

Chickasaw meridian, . at

bridge on State Highway 15,

0.5 mile upstream from Gulf,

Mobile, and Ohio RR, 0.9

mile upstream from Muddy

Creek, and 1.5 miles south

of Walnut.

Lat 35°02'3l", long 88°53'43",

at bridge on State Highway

57, 1.5 miles south of

Middleton.

Lat 35°03'04", long 89°04'34",

at bridge on State Highway

57, 0.5 mile east of Saulsbury.

Lat 35°16'11", long 89°01'00",

at bridge on U.S. Highway

64, 1.9 miles northwest of

Bolivar Courthouse.

Lat 35°45'25", long 89°33'05",

at bridge on State Highway

19, 1.5 miles northwest of

Ripley.

0.76

1,040

.95

14.4

c .90

E5.5

a 44.1

E0.3

1.09

8.07

a 24.7

a 33.9

1955-65

1954-65

1955-57,

1959-65

1954-65

1954-57,

1959-65

1955-65

1954-65

1953,

1955-65

1955-65

1955-65

1955-65

1957-62*,

1963-65

3- 8-61

7-16-6E

1963

3- 9-64

6-13-65

6- 8-61

3- 2-62

3- 5-63

3- 9-64

2-13-65

6- 8-61

5- 1-62

3- 5-63

3- 9-64

6-15-65

6- 8-61 

5- 1-62

3- 5-63

3- 9-64

2-12-65

6- 8-61

2-28-6E

3- 5-63

4-23-64

3-25-65

E-26-62 

3-11-63

3- 9-64

3-25-65

3- 5-61

IE- 9-61

3-11-63

3- 9-64

3-E5-65

3- 5-61

7- 7-62

4-29-63

4- 6-64

3-E5-65

1961

2-E3-6E

3-11-63

3-14-64

1-10-65

7-24-61

E-E6-62

4-E9-63

4- 3-64

3-E5-65

3- 5-61

E-26-6E

5-E5-63

4-E3-64

6-15-65

3- 5-61

1-2E-62

5-E6-63

7-29-64

3-E5-65

3- 5-63

3- 9-64

3-25-65

3.81

3.62

W

5.19

6.15

11.15

14.54

10.88

12.84

14.09

8.33

7.41

6.17

8.50

8.74

10.39 

11.12

9.87

11.78

11.66

8.39

9.25

8.30

10.75

10.99

B'.GO

8.74

9.38

9.16

17 .75

18.95

18.48

19.31

18.18

9.19

8.75

13. 4E

10.49

10.61

E0.03

E0.32

19.17

20.42

19.79

8.72

7.26

9.18

9.30

8.39

4.72

4.44

5.68

4.17

5.37

5.13

5.55

5.15

6.49

5.54

13.55

14.07

13.47

_

-

-

~

-

6.1EO

29,200

5,350

14,200

24,900

.

-

-

737

755 

1,040

590

_

-

1,330

E.410

1,560

_

~

:

-

-

-

-

-

-

_

_

-

_

-

,370

,480

,130

,500

,300

-

-

-

_

-

_

-

_

-

-

.

_

-

_

-

E.330

2,870

2,250

Loosahatchie Riv

7-0302.7

7-0330

7-0355

Cypress Creek near

Arlington, Tenn.

Wolf Creek near

Fannington, Mo .

Barnes Creek near

Fredericktown, Mo.

Lat 35°16'20", long 89°42'20",

at bridge on U.S. Highways

70 and 79, 3.0 miles southwest of Arlington.

SEJ sec. 5, T.35 H., R.6 E.,

at bridge on U.S. Highways

61 and 67, I? miles southeast of Farmington.

SWjSEj sec. 4, T.33 H,, R.6 E.,

at bridge on State Highway

ericktown.

61.0

40.3

4.03

1954-56,

1959-65

1940*,

1955-65

1956-59*,

1960-65

6- 8-61

1-22-62

5-E6-63

3- 9-64

2-11-65

3- 5-61

1-2E-6E

5-18-63

5-11-64

9-EE-65

5- 8-61

1-21-6E 

3-30-63

3- 9-64

9-22-65

14.01

15.34

15.02

15.31

16.39

15. 6E

15.29

14.99

13.72

15.35

6.07

7.35

5.44 

6.37

9.20

_

-

_

-

-

3,700

3,400

3,000

2,100

3,500

488

1,140

295 

608

4,250
DISCHARGE AT PARTIAL-RECORD STATIONS 1073 

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

No, Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Annual maximum

Date

Oage 

height 

(feet)

Discharge 

(oft)

7-0377

7-0380

7-0401.1

7-0404.2

7-0465.3

7 -0472

7-0478.2

7-0478.8

7-0479.24

7-0479.25

7-0479.35

Clark Creek near

Piedmont, Mo.

Clark Creek at Patterson, Mo.

utary near Bloomfield, Mo.

Johnson Creek near

Paragould, Ark. 

(station discontinued).

Ditch No. 42 at Hickman, Ark .

Ditch No. 45 near

Lepanto, Ark.

Murray Creek near

Jonesboro, Ark.

Pope Creek tributary

at Blrdeye, Ark.

Crooked Bayou tributary at State Highway 149, at Hughes,

Ark.

Crooked Bayou tributary at Hughes,

Ark. (station

discontinued).

Wolf Creek near

Cherry Valley, Ark.

( station discontinued).

SE^NEt sec. 17, T.29 N., R.4 E,

at bridge on State Highway

34, 3.5 miles northeast of

Piedmont.

NE£ sec. 18, T.29 N,, R.5 E.,

at bridge on State Highway

34, 0.6 mile east of Patterson.

NWJ-NE^ sec. 35, T.26 N., R.10E 

at culvert on State Highway

25, 1.8 miles southwest of 

Bloomfleld.

NEJ-SW$ see, 24, T.17 H., R.5 E,

135, 2.3 miles north of

Paragould .

West line of SWfcNWt see. 5,

T.1S N., R.13 E., at culvert on State Highway 137,

0.7 mile north of Hlckman.

SWi-SWj- sec. 32, T.12 N., R.7 E.

at culvert on State Highway

14, 2.5 miles west of

Lepanto .

SWJ-SW& sec. 2, T.14 N,, R.4 E.,

at culvert on State Highway

1, 4 miles northeast of

Jonesboro.

NEiSE£ sec. 30, T.9 N., R.4 E.,

at culvert on State Highway

Vi, 0.9 mile west of Birdeye.

SWj-SE£ see. 16, T.4 N., R.6 E.,

at culvert on State Highway

149, 0.4 mile northeast of

junction with State Highway

38 at Hughes.

S£ sec. 16, T.4 N., R.6 E., at

culvert on U.S. Highway 79,

0.4 mile north of Hughes.

East line of SEj-SE£ sec. 21,

T.9 N., R.3 E., at bridge

on State Highway 1, l£

miles southwest of Cherry

Valley.

4.39

37.5

1.78

c 1.0

c 2.2

1.38

c .1

e .5

c .7

3.96

1957-59*

1960-65

1940*,

1955-65

1955-65

1961-62

1963-65

1963-65

1960-65

1963-65

1963-65

1962

1961-6E

5- 7-61

2-26-62

5-26-63

3- 8-64

9-22-65

5- 7-61

6-14-61

1-22-62

-

3- 9-64

9-22-65

6-27-60 

6-14-61 

2-26-62

9-13-63

3- 9-64

9-11-65

3- 6-61

"

3- 4-63

3- 9-64

3-28-65

11-22-62

3- 5-63

3- 9-64

2-11-65

8-20-60

5- 6-61

6- 1-62

3- 5-63

3- 9-64

2-10-65

10-13-62

3- 9-64

12- 4-64

3-11-63

4- 5-64

5-27-65

11-22-61

3- -61

11-22-61

5.22

4.27

3.35

5.45

6.25

10.92

8.63

9.84

(b)

11.34

11.79 

12.21

12.57 

12.84

13.55

12.87

13.58

5.68 

7,55

9.15

10.18

9.53

8.46

8.71

8.40

8.21

d!3.9

8.46

9.25

d 7.5

11.20

9.96

d 4.14

3.95

3.57

(b)

8.39

9.24

6.80

d 8.00

8.46

950

527

235

727

1,350

7,000

3,000

5,000

<260

8,000

9,000 

a 430

540

620

650

470

650

-

66.

66

78

-

-

-

-

e 1,300

292

413

173

620

530

49J

42

28

110

81

-

_

-

_

White River basin

7-0479.75

7-0479.9

7-0489

7-0489.4

7-0502

7-0504

7-0508

Dog Branch at St.

Paul, Ark.

West Pork White

near Greenland,

Ark.

Whitener Branch

tributary near

Spring Valley, Ark

War Eagle Creek near

Witter, Ark.

Maxwell Creek at

Kingston, Ark.

Osage Creek tributary at Berryville,

Ark.

Maple Qrove Branch

near Ozark, Mo.

NWj-NWfc sec. 4, T,13 N., R.26 W,

at culvert on State Highway

St. Paul.

SEj sec. 16, T.15 N., E.30 W.,

71, Ij miles south of

Greenland.

SEj-HWi sec.l, T.17 N., R.28 W.,

at culvert on State Highway

68, 1 mile east of Spring

Valley.

SEj-SEi sec. 2, T.14 N., R.26 W.

at bridge on State Highway

23, 2.8 miles south of

Witter.

West line of SWj-NWfc see. 15,

T.16 N., R.24 W., at bridge

on State Highway 21, 0.1

mile north of Kingston.

NWfc see. 29, T.20 N., R.24 W.,

at culvert on College

Street, half a mile east of

State Highway 21 in Berryville.

SWiKEj- sec. 3, T.27 N., R.21 W,

at culvert on State Highway

65, 3.4 miles north of

Ozark.

1.22

c .7

1.00

c 22

e 2.9

_

.64

1961-65

1960-65

1960-65

1963-65

1961,

1963-65

1961-65

1957-65

5-19-61

1962

1963 

4- 5-64

7- 3-65

5- 5-60

5- 7-61 

4-10-62

3- 5-63

9-22-64

1-22-65

7-25-60

5- 7-61

1962

5-26-63

4- 5-64

1965

5-26-63

3- 9-64

5- 9-65

5- 7-61

3- 4-63

4- 5-64

5- 9-65

5- 7-61

4-E2-62

5-26-63

4- S-64

6-13-65

6- 7-61

-

5-13-63

7- 1-64 

4- 5-65

8.50

(b)

(b) 

7.40

7.11

dll. 4

d 7.70 

5.64

3.6

4.59

4.34

d!7.6

11.46

(b)

6.27

5.27

(b)

d 9.Z

11.52

11.70

d!4.4

d 4.25

4.80

6.79

7.58

5.27

5.01

4.55

5.02

7.58

(b)

5.20

6.58 

10.05

547

t

_

-

e 1,360

640

.

_

-

e 1,500

686

<14S

153

«

<80

500

_

4,270

^

-

406

185

160

126

160

293

<50

103

213 

774
DISCHARGE AT PARTIAL-RECORD STATIONS

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

No, Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Annual maximum

Date

Gage 

height 

(feet)

Discharge

(Cfs)

White River basin Continued

7-0527

7-0539.5

7-0541

7-0542

7-0543

7-0544

7-0544.5

7-0555.5

7-0556.5

7-0558

7-0573

7-0606

*7-0606.7

7-0608.3

7-0611

7-0618

7-0647

Brawley Hollow near

Cassvllle, Mo.

Ingenthron Hollow

near Porsyth, Mo.

Cedar Hollow at Brad

leyville, Mo.

Yandell Branch near

KLrbyville, Mo.

Gray Branch at Lutie

Mo.

Charley Creek near

Omaha, Ark.

East Sugarloaf Creek

tributary near 

Lead Hill, Ark.

Crooked Creek tributary near Marble

Falls, Ark.

Smith Creek near

Boxley, Ark.

Dry Branch near

Vendor, Ark.

Big Creek tributary 

near Mountain

Home, Ark.

Band Mill Creek near

Brockwell, Ark.

Lick Pork tributary

near Mountain

View, Ark.

Wolf Bayou near

Drasco, Ark.

Gibbs Creek at

Sulphur Rock, Ark.

Brawley Hollow near

Centervllle, Mo.

tary near Poplar 

Bluff, Mo.

Pudge Hollow near

Licking, Mo.

NE£SEjL sec.l, T.22 N., R.28 ¥

37, 3.1 miles southwest of

Cassvllle.

SWjNEj sec. 17, T.24 N., R.20¥

at culvert on County Road H

2 miles north of Porsyth.

NE£S¥i sec. 10, T.24 N., R.18 ¥

at culvert on State Highway

76, 0.8 mile southwest of

Bradleyville.

S¥j sec. 27, T.23 N., R.20 ¥.,

2.8 miles southeast of

Klrbyville.

NE^S¥j sec. 15, T.22 N., R.16 W

at culvert on U.S. Highway

160, 1.7 miles west of

Lutie.

NW^S¥i sec. 23, T.21 N., R.20¥

at culvert on State Highway

14, 6.1 miles east of Omaha

N¥jN¥ij sec. 19, T.20 N., R.17 W.

at culvert on State Highway 

14, 5.0 miles southeast of

Lead Hill.

East line of SEj sec. 5,

T.17 N., R.20 ¥., at culvert on State Highway 7,

3 miles north of Marble

Palls and 5j miles south of

Harrison.

N¥i sec. 23, T.15 N. , R.23 W.,

at bridge on State Highway

21, 2.2 miles south of Boxley.

S¥£S¥£ sec. 21, T.15 N., R.20W.

at bridge on county road,

2.4 miles southwest of

Vendor and 3.2 miles northwest of Mount Judea.

at culvert on U.S. Highway

62, Ij miles southwest of

Mountain Home.

SEjSEj sec. 7, T.17 N., R.9 W.,

at culvert on State Highway

56, 3.1 miles west of

Brockwell.

Wj sec.lO, T.14 N., R.ll W.,

at bridge on State Highway

66, 1.7 miles west of

Mountain View.

NW^SEj sec. 23, T.12 N., R.9 W.,

at culvert on State Highway

25, 2.4 miles northeast of

Drasco.

SEjSWlj sec. 15, T.13 N., R.5 W.,

at culvert on State Highway

69, 0.9 mile west of

Sulphur Rock.

SEjN¥£ sec. 29, T.31 N., R.I E,

at culvert on State Highway 21, about 6 miles south

of Genterville.

S¥5~S¥^ sec. 28, T.25 N., R.6 E^ 

at culvert on U.S. Highway 

67, 2 miles northwest of

Poplar Bluff.

N¥jS¥£ sec. 29, T.33 N., R.7 ¥.,

at bridge on State Highway

32, 7.5 miles east of Licking.

2.61

.65

.83

.33

a .23

c 3.3

c .8

c 4.3

c 8.0

6.30

1.37

c 2.9

_

3.89

1.00

. 28

1.72

1960-65

1957-65

1957-65

1955-65

1955-65

1962-65

1962-65

1961-65

1963-65

1962-65

1961-65

1961-65

1963-65

1962-65

1955-65

I960- 63 

1964-65

1957-65

6-23-60 

5- 7-61

6-16-63

6-13-64

4- 2-65

5- 7-61

9-15-62

6-15-63

6-13-64

7- 6-65

_

9-15-62

5-13-63

-

5-10-65

5- 7-6: 

12-16-61

6-16-63

8-22-64

4- 3-65

5- 7-61

4-10-62

6-16-63

8-27-64

4- 3-65

1962

6-19-63

3- 9-64

6-24-65

1-14-62 

3-16-63

6- -64

5- 9-65

5- 7-61

1962

5-26-63

3- 9-64

6-24-65

6-16-63

4- 5-64

4- 2-65

8- 1-62

5-26-63

5-11-64

7- 2-65

1962

5-26-63

8-15-64

4- 3-65

5- 7-61

5- -62

5-26-63

3- 9-64

4- 3-65

5- 5-61

5- 1-62

5-26-63

3- 9-64

9-22-65

5-26-63

9-27-64

3-29-65

2-26-62

5-26-63

3- 9-64

4- 4-65

5- 7-61

1-22-62

5-25-63

3- 9-64

9- 5-65

5- 6-61 

2-25-62

6-15-63

3- 8-64

11-28-65

10- 9-58

12-17-59

11-15-6C

5- 8-62

12.32 

a!6.43

(b)

11.01

16.97

13.69

14.61

12.36

13.88

14.58

14.43

W

6.85

7.8

W

7.95

(f)

13.50

15.56

13.23

15.97

9.13

5.92

6.17

6.03

7.75

00

b!2.95

7.92

10.07

g 7.24

7>1

7.91

17.40

(b)

6.83

6.06

7.07

d 5.4

d 8.3

5.83

d 8.3

d 9.0

10.06

9.36

11.50

(b)

11.27

11.70

9.86

7.46

7.39

d 5.06

4.55

6.48

4.15

3.80

d 2.68

4.43

d 6.64

d 4.0

5.15

6.45

8.38

d 6.7

7.71

13.62

5.62

5.22

5.62

5.31

5.37

16.82 

16.16 

15.56

19.23

14.66

3.08

3.17

3.25

3.53

e 110

<Z5

30

600

225

224

80

175

220

210

<70

370

510

<70

520

12

115

4

140

225

77

96

90

170

.

2,740

-

1,280

466

255

287

2,980

-

518

384

560

-

-

-

-

-

_

-

449

4O8

483

223

.

-

190

128

417

650

500

165

780

2,700

6

47

103

820

480

700

2,660

160

100

160

90

95

198

160 

122

366

77

e 49

e 54

58

76
DISCHARGE AT PARTIAL-RECORD STATIONS 1075 

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

Ho,

7-0647

7-0668

7-0682

7-0685

7-0688.7

7-0691

7-0692.5

7-0692.9

7-0700

7-0702

7-0718

7-0722

7-0742

'7-0742.5

7-0745.5

7-0748.4

Station name

Pudge Hollow Contin

ued.

Sycamore Creek near

Winona, Mo.

North Prong Little

Black River at

Hunter, Mo.

Little Black River

near Fairdealing,

Mo.

utary at Middlebrook, Ark.

Adams Branch near

West Plains, Mo.

Spring River tributary near Mammoth

Spring, Ark.

Miller Creek near

Salem, Ark.

Kings Creek near

Willow Springs, Mo.

Burnham Branch near

Willow Springs, Mo.

Williams Spring

Branch near Alton, 

Mo.

Eleven Point River

tributary near

Pocahontas, Ark.

Dry Branch tributary

near Sidney, Arfc.

Reeds Creek near

Strawberry, Ark.

Village Creek near

O'Kean, Ark.

Cypress Creek tributary near Augusta,

Ark.

Location

White River basin Con

See preceding page.

SjSW-i sec. 31, T.28 N., R.3 W

at culvert on State Highway

19, about 3 miles north of

Winona.

NEjSEi sec. 21, T.26 N., R.2E.

at culvert on State Highway

21 at Hunter.

NWiHWj sec. 7, T.23 N., R.5 E

at bridge on U.S. Highway

160, 2j miles downstream

from Beaverdam Creek and 2j

miles east of Fairdealing.

at culvert on State Highway

115, 0.3 mile north of

Middlebrook.

SEjJ-NWi sec.l, T.23 N., R.8 W. ,

at culvert on U.S. Highway

63, 4 miles southeast of

West Plains.

SE£-SE£ sec. 34, T.21 N., R.5 W

at culvert on U.S. Highway

63, 5.5 miles southeast of

Mammoth Spring.

SE£NW£ sec. 6, T.19 N., R.7 W.,

at culvert on U.S. Highway

62, 3.6 miles southeast of

Salem.

NW^SWi sec.34j T.27 N, R.9 W.

at bridge on U.S. Highway

60, 2j miles southeast of

Willow Springs.

NWjNE£ sec. 16, T.26 N., R.9 W.,

at culvert on U.S. Highway

63, 4j miles southeast of

Willow Springs.

SE$SW£ sec. 6, T.23 N., R.3 W. ,

on bridge on U.S. Highway

SW£ sec. 25, T.19 N., R.I W. ,

at culvert on U.S. Highway

62, 3| miles west of Pocahontas.

NYftSWj- sec. 25, T.16 N., R.6 W.,

at culvert on U.S. Highway

167, 0.4 mile north of

Junction with State Highway

58 and 4.2 miles east of

Sidney.

SW^SWj- sec. 32, T.16 N., R.3 W.,

at bridge on State Highway

117, 1.4 miles northwest of

Strawberry.

South line of SW^SW^ sec. 23,

T.18 N., R.2 E., at bridge

on State Highway 90, 1.6

miles northwest of O'Kean.

SW£SE£ sec. 6, T.8 N., R.3 W. , at culvert on State Highway

33, 4.4 miles north of

Augusta.

Drainage

area 

(sq mi)

tinued

0.88

1.23

187

2.27

.

2.10

4.91

1.27

4.24

1.32

1.19

34.9

c 6.8

c 5.9

Period

of 

record

1955-65

1958-65

1940-42

1955-65

1961-65

1955-65

1361-65

1961-65

1956-59*,

1960-65

1955-65

1955-65

1961-65

1961-65

1963-65

961-65

962-65

Am

Date

5-25-63

4- 5-64

9- 4-65

5- 7-61

1-22-62

5-25-63

3-10-64

4- 3-65

5- 7-61

6-23-62

3-15-63

3- 9-64

3-29-65

5-23-57

5- 7-61

4-11-62

3-16-63

3- 9-64

4- 3-65

6-24-62

3- 4-63

3- 9-64

7-10-65

6- 8-61

1-21-62

6-14-63

6-12-64

9-22-65

5- 7-61

2-25-62

3- 4-63

3- 9-64

4- 3-65

5- 7-61

1962

5-2(5-63

3- 9-64

9-22-65

5- 7-61

3-20-62

5-16-63

4- 5-64

4- 3-65

5- -57

5-25-62

6-16-63

5-11-64

-

5- 7-61

-

3- 4-63

6-18-64

-

5-14-61

4-10-62

3- 4-63

3- 9-64

7-10-65

5- 7-61

1962

5-26-63

3- 9-64

5-10-65

5-26-63

3- 9-64

5-10-65

5- 7-61

2-26-62

5-26-63

3- 9-64

7- 9-65

2-26-62

3- 5-63

7-12-64

6-24-65

mal max

Gage 

height 

(feet)

3.53

3.23

6.46

4.80

4.56

4.00

4.26

3.67

14.59

11.64

12.09

12.47

11.70

22.16

21.28

16.81

18.43

21.84

15.12

d7.7 

6.65

6.08

d6.9

6.58

5.02

4.36

6.16

4.89

4.1

12.30

d 8.55

9.60

8.91

12.32

dlO.7

-

d 8.2

5.32

7.00

5.91

5.60

8.22

7.34

4.85

12.15

(f)

9.94

16.16

12.50

(ti)

15.31

12.55

13.55

(*)

d 9.7

8.03

7.33

11.14

8.68

10.5

(b)

d 8.66

d 9.39

9.78

12.3

13.65

13.15

8.25

7.62

6.69

8.42

9.61

5.O8

4.46

6.07

4.96

iraum

Discharge 

(cfs)

76

57

580

134

115

105

120

77

502

150

200

242

155

e 40,000

18,000

3,000

4,400

29,600

2,300

220 

125

83

146

120

520

350

515

315

200

597

191

286

221

600

2,160

1,380

450

947

76

52

413

666

90

a 295 <"60

<*60

620

220

<60

1,200

<125

460

<125

666

373

260

925

490

675

324

491

540

1,450

3,600

2,570

360

185

54

420

-

145

131

748

460
1076 DISCHARGE AT PARTIAL-RECORD STATIONS

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

No, Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Annual maximum

Date

Cage 

height 

(feet)

Discharge 

(cfs)

White River basin Continued

7-0749

7-0749.5

7-0754

7-0756

7-0758

7-0766.3

7-0768.2

7-0768.7

*7-0771

7-0772

7-0773.4

7-0774.3

7-0776.8

7-0778.6

*7-0779.2

»7-0779.4

7-0781.7

7-0782.1

Trace Creek tributary

near Marshall, Ark

Tick Creek near

Leslie, Ark.

Town Branch at

Clinton, Ark.

(station discontinued).

Choctaw Creek tributary near Choctaw,

Ark.

Peter Creek tributary near Ida, Ark

Key Branch near

Searcy, Ark.

Gum Springs Creek

near Higginson,

Ark.

Pigeon Roost Creek

at Butlerville,

Ark.

Big Creek near Boydsville, Ark.

Big Creek tributary

near Boydsville,

Ark.

Sugar Creek tributary near Walcott,

Ark.

Willow Ditch near

Egypt, Ark.

Three Mile Creek

near Amagon, Ark.

Boat Ounnale Slash

tributary near

Holly Grove, Ark.

Big Creek at Goodwin,

Ark.

Spring Creek near

Aubrey, Ark.

Little Lagrue Bayou

tributary near

DeWltt, Ark.

Tarleton Creek tributary at Ethel,

Ark.

NEjSWi sec. 8, T.14 If., R.15 W

at culvert on U.S. Highway

65, 3j miles southeast of

Marshall.

SWjNEi sec. 14, T.14 H., R.14 W

at culvert on State Highway

66, ij miles northeast of

Oxley and 7 miles east of

Leslie.

SWjNEi sec. 15, T.ll N., R.14 W.

at bridge on U.S. Highway

65, Just north of Jlmction

with State Highway 95 at

Clinton.

SEjSWj sec. 6, T.10 H., R.13 W.,

at culvert on State Highway

330, 1.4 miles east of Choc

taw and 5.4 miles southeast

of Clinton.

Ej sec. 33, T.ll H., R.9 W., at

culvert on State Highway 25,

3.5 miles southwest of Ida.

North line of NW^-SWj sec. 8,

T.7 H., R.7 W., at culvert

on State Highway 36, 2.8

miles west of Searcy.

East line of NE^-SEj sec. 27,

T.7 H., R.7 W., at bridge on

U.S. Highway 67, 1,2 miles

northwest of Higginson.

HWfcNEi sec. 15, T.4 H., R.8 W.,

at bridge on State Highway

38, 0.6 mile west of Butlerville.

SEjNWfc sec. 16, -T. 20 N., R.7 E.,

at bridge on county road,

0.5 mile south of Crockett

and 4.0 miles northeast of

Boydsville.

SEjSWj sec. 9, T.20 H., R.7 E.,

at culvert on county road,

0.1 mile west of Crockett

and 4.1 miles northeast of

Boydsville.

NtfJSWi- sec. 25, T.17 1J., R.4 E.,

at culvert on State Highway

25, 3.2 miles east of Junction with State Highway 141

and 3.9 miles northeast of

Walcott.

Sw$SW£ sec. 12, T.15 H., R.1E.

at culvert on State Highway

91, 5.2 miles north of

Egypt. 

HK4NE& sec. 30, T.ll H., R.1E.,

at bridge on State Highway

14, 4.8 miles east of

Amagon.

SE^SWj sec. 13, T.I S., R.2 W.,

at bridge on State Highway

86, 1.8 miles northeast of

Holly Grove.

NEiNEj sec. 29, T.4 H., R.I E.,

at bridge on U.S. Highway

70, a quarter of a mile

east of Goodwin.

SWjSEi sec. 16, T.I H., R.2 E.,

at bridge on State Highway

121, 2.1 miles south of

Aubrey.

East line of NEj-NEj sec. 26,

T.4 S., R.4 W., at bridge

on county road, 4j miles

northwest of DeWitt.

HKjSEj sec. 31, T.4 S., R.I W.,

at culvert on State Highway

17, 1.0 mile north of Ethel.

0.25

.

c 2.5

c 1.6

c .3

.64

4.94

23.0

12.9

c 1.5

.74

c .3

c 8.2

c 8.7

35.9

c 36

c 3.1

c .3

1961-65

1961-65

1961-63

1964-65

1964-65

1961-65

1961-65

1961-65

1962-65

1962-65

1963-65

1963-65

1961-65

1962-65

1961-65

1962-65

1961-65

1963-65

5- 5-61

1962

5-26-63

4- 5-64

11-19-64

5- 5-61

1- -62

5-26-63

4- 5-64

9-22-65

1961

1962

5-26-63

5-11-64

2- 9-65

3- 9-64

11-19-64

5- 6-61

9- 9-62

3- 4-63

3- 9-64

9-11-65

5- 6-61

9- 9-62

3- 5-63

3- 9-64

9-11-65

3- -61

1-22-62

5- 6-63

3- 9-64

2-11-65

9-14-62

3- 4-63

4- 5-64

9-11-65

4-30-62

3- 4-63

4- 5-64

9-11-65

3- 4-63

3- 9-64

7-10-65

5-27-63

3- 9-64

3-29-65

5- 6-61

9- 9-62

5-28-63

3-10-64

2-11-65

12-16-61

5-27-63

4- 5-64

2-11-65

3-31-61

2-27-62

4-29-63

4-24-64

2-11-65

1-22-62

3-11-63

4- 4-64

3-25-65

3-30-61

11-22-61

4-28-63

4- 5-64

3-29-65

4-28-63

4-23-64

9-21-65

9.96

(b)

d7.0

8.14

7.89

8.74

6.09

d5.7

7.24

7.09

(b)

(b)

d .1

10.81

7.74

6.79

6.34

5.77

d6.34

5.49

5.88

5.46

9.51

11.38

9.10

11.01

9.60

_

10.47

8.71

11.84

11.12

16.85

13.60

16.11

16.30

7.97

6.01

8.35

7.77

d 6.67

8.39

9.76

4.33

6.19

5.30

4.98

5.42

4.58

4.85

4.65

9.26

7.30

9.73

9.23

8.78

9.83

7.59

9.39

9.51

13.02

10.79

15.43

14.45

8.60

8.86

8.77

9.25

8.99

5.11

6.24

5.00

208

-

25

94

80

915

72

40

-

-

.

-

-

337

106

52

32

244

338

204

262

195

765

1,460

600

1,050

730

>112

1,950

228

_

-

3,420

1,960

3,080

3,170

427

172

479

400

205

369

510

17

101

31

130

h 220

158

h 180

390

465

138

558

460

310

910

88

660

730

1,040

560

1,820

1,500

167

183

177

210

192

68

107

62
DISCHARGE AT PARTIAL-RECORD STATIONS

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

No. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Annual maximum

Date

Oage 

height 

(feet)

Discharge 

(cfa)

River basin

7-2670

7-2672

7-2682

7-2685

* 7-2690

7-2742.5

7-2755

7-2777.5

7-2834.7

7-2834.6

7-2834.9

7-2857

7-2860.1

7-2665.2

7-2867

7-2670.5

7-2873.55

Hell Creek near New

Albany, Miss.

Cracker ditch near

Pontotoc, Miss.

Fice Creek at Etta,

Miss.

Cypress Creek near 

Etta, Miss.

North Tippah Creek

near Ripley, Miss.

Otuckalofa Creek at

Water Valley, Miss

Long Creek near

Courtland, Miss.

Jamea Wolf Creek

tributary near

Looxahoma, Miss.

Smith ditch near

Coffeeville, Miss.

Snake ditch near

Coffeeville, Miss.

Caney Creek near

Coffeeville, Miss.

Long Creek near

Cascilla, Miss.

Brushy Creek tributary near Oxberry,

Miss.

Big Sand Creek tributary near North

Carrollton, Miss.

Big Sand Creek at

Carrollton, Miss.

Paluaha Creek tributary near Carrollton, Miss.

Fannegusha Creek near

Howard, Miss.

SW£ sec. 36, T.6 S., R.2 E.,

Chickasaw meridian, at

bridge on U.S. Highway 78,

3 miles northwest of New

Albany and 4| miles

upstream from mouth.

SE^NWijHW£ sec. 22, T.9 S.,

R.I E., Chickasaw meridian.

at culvert on State Highway

6, 11 miles west of Pontotoc. Prior to Oct. 1, 1964

at datum 11.43 ft lower.

SE^SW^ sec. 18, T.7 S., R.I E.

Chickasaw meridian, at

bridge on State Highway 30,

0.6 mile east of Lafayette

Union County line and 0.8

mile west of Etta.

Chickasaw meridian, at

bridge on State Highway 30,

4j miles southwest of Etta

and E miles upstream from

mouth. Prior to Oct. 1,

1964, at datum 10.00 ft

higher.

See previous table.

SWfrNEi sec. 8, T.ll S., R.4 W.,

Chickasaw meridian, at

bridge on State Highway 7,

0.9 mile south of Water

Valley and S.e miles

upstream from mouth.

Near center of sec. 9, T.10 S.

R.7 W., Chickaaaw meridian,

at bridge on U.S. Highway

51, 1 mile south of Courtland, 5j miles upstream

from mouth, and 6 miles

south of Batesville.

On line between SWJ sec. 28

and JW£ sec. 33, T,5 S.,

R.6 W., at double box culvert on State Highway 4, 1.2

miles north of Looxahoma

and 7.75 miles east of Senatobia.

SWjNEiSWi sec. 22, T.24 H.,

R.7 E., Choctaw meridian, at

culvert on State Highway

330, 9 miles eaat of Coffeeville.

SEjSE^SWi sec. 19, T.24 N.,

R.7 E., Choctaw meridian,

at culvert on State Highway

330, 6i miles east of

Coffeeville.

SEiNEjSWi sec. 23, T.24 N.,

R.6 E., Choctaw meridian, at

culvert on State Highway

330, 4^ miles east of

Coffeeville. Prior to

Oct. 1, 1964, at datum 8.86

ft lower.

NEtJ- sec. 16, T.23 N., R.3 E.,

at box culvert on county

highway, 1.1 miles east of

Cascilla.

NE£ sec. 23, T.23 N., R.2 E.,

at box culvert on State

Highway 35, 4.5 miles north

of Oxberry.

On line between SE£ and NEj

sec. 9, T.19 N., R.4 E., at

36- inch corrugated pipe on

county highway, 2.4 miles

east of North Carrollton.

SWtNWj sec. 18, T.19 N., R.4 E.,

Choetaw meridian, at bridge

between Carrollton and

North Carrollton.

SEi sec. 35, T.19 N., R.3 E.,

at box culvert on State

Highway 17, 3.4 miles south

of Carrollton.

NW^NE^ sec. 26, T.15 N., R.1E.,

Choetaw meridian, at steel

girder bridge on county

road, 1 mile north of Howard and 3.2 miles southeast

of Tchula.

27.3

.23

9.09

26 . 5

20.0

84.1

66.2

.27

.95

.40

1.97

1.64

1.49

.09

74.1

.28

103

1939-42*

1952-65

1955-65

1952-65

1939-42*

1952-65

1939-42*

1952-65

1952-65

1940-43*

1952-65

1965

1955-62

1955-62

1955-65

1965

1965

1965

1952-65

1965

953-65

3- 8-61

12-18-61

7-17-63

3-14-64

3-27-65

1961

4-11-62

3-11-63

3-14-64

3-26-65

3- 8-61

4-11-62

4-29-63

4-27-64

1-10-65

4-11-62

3-11-63

3-14-64

3- 1-65

3- 8-61

12-14-61

3-11-63

3-14-64

3-29-65

2-21-61

4-11-62

3-11-63

3-14-64

2-12-65

3- 8-61

4-11-62

4-29-63

3-14-64

3-27-65

3-3O-65

2-21-61

11-14-61

2-21-61

11-14-61

2-21-61

12-18-61

3-11-63

3-14-64

2-12-65

8- 8-65

3-26-65

2-12-65

3-31-61

5-29-62

3-11-63

4-26-64

3- 2-65

2-12-65

1961

11-31-61

3-11-63

8-16-64

2-12-65

16.27

15.84

15.94

16.57

16.12

(D)

16.51

16.57

17.39

4.28

12.79

11.42

12.32

11.55

10.86

11.51 

10.94

10.19

9.38

16.38

11.70

11.90

11.31

20.68

18.01

24.45

26.25

24.60

23.92

21.00

19.91

22.11

14.86

16.55

15.92

5.40

9.54

6.36

17.45

15.94

15.90

16.90

15.16

17.43

6.88

11.58

5.40

5.75

14.08

14.43

10.69

13.79

14.25

3.33

(b)

42.87

40.52

40.28

40.74

2,420

2,180

2,230

2,630

2,330

-

213

104

147

65

6,240

1,100

3,740

1,310

581

8,4OO 

6,100

3,680

1,920

5,100

1,90O

2,150

1,470

6,400

3,500

3,750

6,700

4,080

3,40O

2,000

12,700

19,500

4,880

6,720

6,000

262

_

259

_

_

_

900

730

1,220

886

1,590

560

48

8,600

9,400

2,650

8,200

9,300

50

_

-

_

_

_
Annual maximum discharge at

DISCHARGE AT PARTIAL-RECORD STATIONS 

est-stage partial-record stations during water years 1961-65 Continued

Station 

No, Station name Location

Drainage 

area 

(so. ml)

Period 

of 

record

Annual maximum

Date

Gage 

height 

(feet)

Discharge

(Of 8)

basin Continued

7-2874.8

7-2874.85

Piney Creek near

Martins Creek near

tary near Yazoo 

City, Miss.

tffii sec. 10, T.12 N., E.2 ¥.,

on U.S. Highway 49 E., 75 ft 

upstream from Illinois Central ER, 3 miles upstream

northeast of north city 

limits of Yaaoo City. 

WEj sec. 10, T.12 N., E.2 W.,

on U.S. Highway 49 E. , 75 ft 

upstream from Illinois Central KR, a third of a mile 

upstream from mouth, and 2.7 

miles northeast of north 

city limits of Yazoo City.

NE£ sec. 14, T.ll N., E.2 W., 

Choctaw meridian, at double 

box culvert on U.S. Highway 

49, 3.5 miles southeast of 

Yazoo City.

c 70

c 7

1.49

1953-65

1951,

1965

3-31-61

7-30-63 

3- 4-64 

3- 1-65

3-31-61

7-30-63 

9-28-64 

3- 1-65

3- 1-6S

110.81

112.68 

112.98 

111.20

111.6

110.88 

112.14 

109.87

6.59

4,300

7,700 

8,200 

7,300

-

525

Big Black Elver basin

7-2891

7-2892.25

7-2893.3

2895 3

7-2896

a7-2896.1

7-2896.4

7-2896.41

7-2898.5

7-2900.05

7-2901.1

7-2901.15

Big Black Elver tributary near Eupora,

Miss.

Poplar Creek tributary near French

Camp, Miss.

Zilpha Creek near

Kosciusko, Miss.

utary No. 2 near

Pickens, Miss.

Canton, Miss.

Tilda Bogue near

Canton, Miss.

Bachelor Creek at

Canton, Miss.

Panther Creek near

Flora, Miss.

Panther Creek tributary near Flora.,

Miss.

Bogue Chltto near

Flora, Miss.

Clear Creek near

Bovlna, Miss.

Fleetwood Creek near 

Bolton, Miss.

Unnamed Creek near 

Bolton, Miss.

SWj sec. 6, T.19 N., E.10 E.,

Choctaw meridian, at double

box culvert on U.S. Highway

82, 1.8 miles southwest of

Eupora.

SW-jj sec. 24, T.17 N., E.8 E.,

Choctaw meridian, at box

culvert on State Highway

413, 2.0 miles north of

French Camp.

NWi sec. 23, T.16 N., E.6 E.,

Choctaw meridian, at bridge

on State Highway 35, 5j

miles upstream from mouth

Kosciusko.

On line between WEj and SEj 

sec. 34, T.13 N., E.3 E., at

box culvert on State Highway 17, 3.6 miles north of

Pickens. 

NEj sec. 9, T.10 N., R.3 E.,

Choctaw meridian, at bridge

on U.S. Highway 51, 3|

miles upstream from mouth

and 8j miles north of

Canton.

SWt sec. 5, T.9 N. , E.3 E. ,

Choctaw meridian, at bridge

on U.S. Highway 51, 3 miles

north of Canton and 3i

NWi sec. 19, T.9 N., E.3 E. , Choctaw meridian, at bridge

on U.S. Highway 51 truck

route at Canton High School.

SWj sec. 2, T.8 N., E.I E., at

box culvert on State Highway 22, 8.0 miles southeast

of Flora.

S¥£ sec. 2, T.8 N., E.I E., at

culvert on State Highway 22,

8.3 miles northeast of

Flora.

NWi sec. 15, T.8 N., E.2 W.,

Choctaw meridian, at bridge

on State Highway 22, 4.6

miles southwest of Flora.

SWj sec. 17, T.6 N., E.6 W.,

Choctaw meridian, at bridge

on county highway, 1 mile 

northeast of Bovina.

SE£ sec. 14, T.6 N., E.3 ¥., 

Choctaw meridian, at concrete bridge on U.S. Interstate Highway 20 and new

U.S. Highway 80, about 1.7

miles west of Bolton.

NEiSEj sec. 16, T.6 N., E.3 W., 

Choctaw meridian, at bridge

on old U.S. Highway 80, 3.0

miles west of Bolton.

2.29

1.74

c 90

.44

161

19.2

3.11

.24

.06

127

c 36

-

-

1965

1965

1953-65

1965

1948-65

1948-65

1953-65

1965

1965

1953-65

1953-65

1960-65

1952-53 

1960-65

2-11-65

2-11-65

3-31-61

12-17-61

3-12-63

4- 5-64 

2-10-65

10- 4-64

3-31-61 

12-18-61

3-12-63

3-15-64

2-12-65

7-12-61

4-12-62

3-12-63

3-15-64 

12-31-64

7- 3-61

4-12-62

7- 8-63

4- 5-64

12-ll-64_

2-10-65

1-23-65

2-20-61

12-17-61

3-12-63

3- 4-64

2-12-65

6-20-61

4-11-62

8-14-63 

3- 2-64

3- 1-65

8-22-606 

6-20-61

4-11-62

3-12-63

4- 6-64

12-11-64

8-22-60e 

3-29-61

4-11-62

7- 8-63

4- 6-64

12-11-64

7.11

8.95

24.20

25.87

21.11

24.76 

24.79

4.72

15.55 

17.41

15.3

16.98

15.39

16.89

17.92

14.8

17.72 

17.26

16.80

17.23

16.06

17.12

16.23

4.32

3.89

19.11

19.04

12.2

17.79

16.75

24.9

29.53

22.41 

25.59

21.12

e 23.49 

21.24

23.01

18.10

22.45

21.94

e 97.04 

96.68

96.84

93.04

96.90

97.03

898

709

1,460

6,800

405

2,900

63

4,200 

9,000

3,660

7,890

3,850

1,460

4,030

270

3,420

753

855

590

830

624

77

41

12,400

12,200

840

7,600

4,850

5,070

18,000

3,040 

6,080

2,540

e 4,400 

1,800

3,700

340

2,800

2,250

e 860 

770

800

265

820

854
DISCHARGE AT PARTIAL-RECORD STATIONS 1079

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

No, Station name Location

Drainage 

area 

(sqml)

Period 

of 

record

Annual maximum

Date

Qage 

height 

(feet)

Discharge

(or.)

Bayou Plerre basin

* 7 -2905

7-2905.25

Bayou Plerre near

Carpenter, Miss.

White Oak Creek tributary near Utlca,

Miss.

See previous table.

SEi sec. 29, at box culvert on

State Highway 27, 6.5 miles

southeast of Utlca.

371

1.36

1945-51*,

1952-65

1965

3-29-61

12-18-61

1-20-63

4-26-64

10- 4-64

11-28-64

23.55

26.17

14.66

22.52

28.13

11.26

19,300

25,000

660

17,300

29,500

1,230

Homochltto River basin

 7-2912.5

7-2912.6

*7-2938

*7-2940

7-2944

McCall Creek at

Lucien, Miss.

Beaver Run near

McCall Creek, Miss.

Second Creek near 

Kingston, Miss.

Second Creek at Sibley, Miss.

Observers Draw near

Doloroso, Miss.

See previous table.

NWiNEiNEi sec. 8, T.6 N., R.5 E,

Washington meridian, at culvert on U.S. Highway 84, 1.4

miles west of McCall Creek.

Prior to Oct. 1, 1964, at

datum 0.56 ft higher.

See previous table.

See previous table.

Between sees. 10 and 22, T.4 N,

R.2 W., Washington meridian,

at culvert on U.S. Highway

61, 1.3 miles north of

Doloroso. Prior to Oct. 1,

1964, at datum 0.80 ft

higher.

c 0.60

2.61

31.8

55.3

.22

1953,

1955-65

1955-65

1945, 

1953,

1955-65

1952-62

1954-65

3-28-61

3-31-62

1-19-63

4-26-64

10- 4-64

3-28-61

4-12-62

1-19-63

4-26-64

9-11-65

3-28-61 

12-12-61

1-19-63

4-26-64

10- 4-64

3-28-61

12-12-61

1961

1-15-62

1-19-63

3- 2-64

12-11-64

91.83

83.90

87.63

86.57

90.93

4.17

3.70

2.91

4.07

6.89

12.86 

10.72

6.11

11.23

11.05

10.81

8.21

9.3

4.88

9.19

5.4C

5.18

21,000

5,300

10,700

8,700

18,300

.

-

-

-

554

-

-

_

-

.

-

.

-

409

158

101

Red River basin

7-2997.05

7-2997.2

7-3001.5

7-3014.55

7-3014.8

7-3014.95

7-3034.5

* 7-3094. 8

7-3114.1

7-3114.2

7-3128.5

7-3129.5

7-3156.8

7-3156.8

7-3161.3

Bitter Creek near

Hollls, Okla.

Mule Creek near

Eldorado, Okla.

Salt Pork Red River

tributary near

Vinson, Okla.

Turkey Creek near

Erick, Okla.

Short Creek at

Sayre, Okla.

Indian Creek near

Carter, Okla.

Deer Creek near

Plainview, Okla.

Canyon Creek near

Medicine Park,

Okla.

Red Creek near

Snyder, Okla.

Deadman Creek tributary at Manitou,

Okla.

Nine Mile Beaver

Creek near Elgin,

Okla.

Little Beaver Creek

near Marlow, Okla.

Cottonwood Creek 

tributary near

Loco , Okla .

Demijohn Creek near 

Wilson, Okla.

tary near McMillan,

Okla.

NWiNEi sec. 29, T.3 N., R.26 VI,

at bridge on county road.

3.1 miles northwest of

Hollis.

NKiNEi sec. 30, T.I S. , R.22 W.

at bridge on county road,

6.8 miles southeast of

Eldorado .

NWiNEj sec. 19, T.5 N., R.26 W.

at bridge on State Highway

9, 6.9 miles west of Vinson.

NW^NWi sec.l, T.8 N., R.25 W.

at culvert on county road,

3.8 miles southeast of

Erick.

SWjSEj sec. 29, T.10 N..R.23W.

at culvert on county road,

0.9 mile northwest of Sayre.

NWiNEj sec. 3, T.9 N., R.22 W.

at bridge on State Highway

152, 5.0 miles north of

Carter.

NE^SEi sec. 31, T.7 N..R.24W.

at bridge on county road.

3.8 miles southwest of

Plainview .

NWiSEj sec. 11, T.4 N., RJ.3 W.,

at culvert on State Highway

58, 7.3 miles northwest of

Medicine Park.

SE^SEt sec. 34, T.3 N., R.16 W.,

at culvert on State Highway

Snyder .

SWiNEj sec. 4, T.I S., R.17 W.,

at culvert on U.S. Highway

183 at south edge of Manitou.

SE^NWt sec. 33, T.4 N., R.10 «.,

at culvert on State Highway

17, 2.0 miles east of Elgin.

SWjSEi sec. 35, T.3 N., R.8 W.,

at bridge on county road,

3.6 miles northwest of Marlow.

SEjNEt sec. 12, T.3 S., R.4 W., 

at culvert on State Highway

53, 6.6 miles southeast of

Loco.

SW^NWt sec. 9, T.5 S., R.2 W., 

at culvert on State Highway

76, 1.7 miles south of

Wilson. 

NE^NW^ sec. 27, T.5 S., R.3 E.,

at culvert on county road.

2.5 miles northwest of

McMillan.

c 12

c 3

c 5

c 16

c 9

c 20

c 22

C 4

c 5

c. 4

c 5.5

c 30

c 2

c 8

c 4

1964-65

1964-65

1964-65

1964-65

1965

1965

1964-65

1965

1965

1965

1964-65

1964-65

1964-65

1964-65

1965

6-12-64

6-25-65

9-15-64

9-20-65

6-12-64

6- 3-65

6-13-64

6-25-65

6-25-65

9-20-65

6-13-64

6-13-65

11- 3-64

11-18-64

11-18-64

5-10-64

5-28-65

9-22-64

11-18-64

8-26-64 

6-22-65

8-26-64 

6-20-65

5-26-65

5.80

5.9C

4.78

8.2C

6.99

10.64

7. IE

3.48

13.31

8.70

6.80

8.85

d 9.89

6.13

5.06

10.33

5.42

3.98

2.73

6.50 

14.45

9.43

9.47

3.89

_

-

-

1,740

-

-

-

-

-

-

-

_

-

-

-

-

-

70 

2,100

-
DISCHARGE AT PARTIAL- RECORD STATIONS

Station 

No,. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Annual maximum

Bate

F Gage 

height 

(feet)

Discharge 

(cfs)

Red River basin Continued

7-3161.4

7-3164.1

7-3280.3

7-3280.4

7-3298.7

7-3314.1

7-3320.7

7-3353.1

7-3353.2

7-3357.6

7-3365.2

7-3367.1

7-3367.8

7-3367.85

7-3372.2

7-3385.2

* 7-3387

 7-3387.8

7-3398

7-3405.3

7-3406

Briar Creek near

Powell, Okla.

Washita ELver tributary near Crawford 

Okla.

Big Dry Creek near 

Alex Okla

Little Dry Creek

n

Honey Creek near

Davis, Okla.

Big Sand Creek near

Reagan, Okla.

Rock Creek near

Achille, Okla.

utary near Stringtown, Okla.

Rock Creek near Boswell, Okla.

Bokchito Creek near 

Soper, Okla.

Kianichi River tribOkla.

Frazier Creek at

Oleta, Okla.

Rock Creek at Sawyer, Okla.

Perry Creek near Idabel, Okla.

Bokchito Creek near

Garvin, Okla.

Big Branch near Ringold, Okla.

Yanubbee Creek near

Broken Bow, Okla.

Twomile Creek near

Hatfteld, Ark.

Mountain Fork tributary near Smithville, Okla.

Pepper Creek near

DeUueen, Ark.

Foreman, Ark.

Mill Slough tributary near Lockesburg, Ark.

Browns Creek at Ben

Lomond, Ark. (station discontinued).

HWiNtf£ sec. 31, T.6 S., R.5 E.

at bridge on State Highway

Powell .

SE£SW£ sec. 33, T.16 N., E.25W

at culvert on State Highway 

33, 3.7 miles southwest of

Crawford.

NE^SWi sec. 33, T.6 H., H.6 W.

State Highway 19, 4.5 miles

northwest of Alex.

SWiNtfi sec. 33, T.6 N., R.6 W.

on State Highway 19, 5 miles

northwest of Alex.

NtfjLNEi sec. 30, T.I S., ?.2 E.

at bridge on State Highway

77D, 4.0 miles south of

Davis.

NEiNEi sec. 3, T.3 S., R.6 E.,

at bridge on State Highway

Reagan.

SW£SWj sec. 33, T.8 S., R.9 E.

2.0 miles south of Achille.

at culvert on State Highway

43, 6.3 miles northeast of

Strlngtown.

at culvert on State Highway

109, 4.2 miles south of

Boswell.

HEi-Ntf£ sec. 18, T.6 S., E.16E, 

at bridge on U.S. Highway

70, 1.9 miles east of Soper

NtfJSEi sec. 24, T.2 N., R.21E.

3.8°miles southeaster

Albion.

Ntf^NEj sec. 19, T.4 S., R.19B,

at bridge on State Highway

3, 0.5 mile west of Oleta.

NtfJSWi sec. 19, T.6 S., E.19 E_

at bridge on county road,

0.5 mile east of Sawyer.

NEj-MWj sec. 3, T.8 S., R.23 E.,

at culvert on State Highway

37, 3.5 miles west of Idabel.

NEi-MWi sec. 4, T.8 S., R.23 E.,

at culvert on State Highway

37, 4.5 miles southeast of

Garvin .

N»£SW£ sec. 26, T.4 S., R.21 E,

at culvert on State Highway 

3, 3.8 miles southeast of

Ringold.

Ntf£SW{ sec. 6, T.6 S., R.25 E.,

at bridge on U.S. Highway

259, 2.3 miles north of

Broken Bow.

NtfjNtfj sec. 8, T.3 S., R.31 W.,

at bridge on U.S. Highway

71, 3.1 miles northeast of

Hatfield.

NtfJSEj sec. 3, T.I S., R.25 E.,

at culvert or U.S. Highway

259, 2.5 miles northwest of

Smithville.

North line of Ntf£NEi sec. 28,

T.8 S., R.31 W., at bridge

on U.S. Highway 71, 1.5

miles east of junction with

U.S. Highway 70 and 2.3

miles east of DeQueen.

at bridge on State Highway '

41, 2.3 miles north of

Foreman.

S«iNtf£ sec. 22, T.9 S., R.30W.,

at culvert on State Highway

24, 1.3 miles west of

Lockesburg.

SW4-SW£ sec. 4, T.ll S., R.29 K,

at bridge on county road.

0.6 mile east of junction

with State Highway 27 and

office at Ben Lomond.

c 9

c 2.5

7.57

.88

c 13

c 6

c .8

c 1.5

c 20

c 6

c 8

c 2

2.15

c 9

16.1

c 1.5

6.43

10.6

.64

1.20

1965

1965

1962-65

1962-65

1964-65

1965

1965

1965

1965

1964-65

1964-65

1965

1965

1964-65

1964-65

1963-65

1965

1961-65

1963-65

1961-62

11-18-64

1965

10-28-61 

6- 9-62

4-26-63

5- 9-64

5-26-65

4-27-62 

6-23-63

5-10-64

8- 7-65

5- 9-64

11-18-64

11-18-64

6-17-65

11-18-64

4-29-65

8-28-64

11-18-64

4-23-64

2- 9-65

1- 9-65

2- 9-65

4-23-64

2- 9-65

4-23-64

2- 9-65

10-20-62

3- 9-64

5-10-65

9-22-65

5- 5-61

1962

10-14-62

4-23-64

2- 9-65

2-23-62 

10-14-62

4-23-64

3-29-65

6-12-63

4-23-64

3-29-65

3-26-61

11-22-61

10.1

-

1.8

2.5

8.0

3.3

1.8 

2.2

2.6

1.7

6.58

6.7

7.2

4.7

9 .8

d 5.2

15.45

10.00

d 5.9

4.94

9.31

6.29

d 4.54

4.08

d 12.3

9.90

7.06

7.35

7.77

4.53

J 7.03

(b)

d 2.9

5.00

3.73

9.46

10.77

10.31

6.42

4.73

d 7.27

d 5.30

11.76

8.73

.

(! )

281

658

2,450

124

180 

231

160

30

360

400

440

-

-

-

-

_

_

_

_

-

2,500

1,500

_

_

_

-

1,440

<170

72

610

230

740

600

48

130

385

177

-

-
DISCHARGE AT PARTIAL-RECORD STATIONS 1081 

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

No, Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Annual maximum

Date

Oage 

height 

(feet)

Discharge 

(cfs) B

Red River basin Continued

 7-3411

7-3417

7-5443.2

a7-3463

7-3468

* 7-3481

7-3486.3

7-5487.4

* 7-3487.6

* 7-3489

7-3489.5

* 7 -3492

Bock Creek near

Dierks, Art.

Caney Creek near

Hope, Ark.

Mill Creek tributary

near Fouke, Ark.

Caddo Lake tributary

near Moorlngsport,

La.

East Fork Kelly

Bayou tributary at 

Kiblah, Ark.

Me Cain Creek near

Shreveport, La.

Barlow Branch tributary near McNeil,

Ark.

Bayou Doroheat near

Cotton Valley, La.

Black Bayou at Leton,

La.

Hortman, La.

Brushy Creek tributary near Minden,

La. (formerly

published as near

Dixie Inn).

Haughton, La.

NEi sec. 36, T.7 S., R.29 W.,

at bridge on U.S. Highway

70, 1.4 miles southwest of

Dierks.

SE^NEi sec. 24, T.12 S., R.25W.

at bridge on State Highway

4, 3.1 miles northwest of

post office in Hope.

HWlNEi sec. 8, T.17 S., R.27 W.

at culvert on U.S. Highway

71, 3.0 miles northwest of

Fouke.

Lat 32° 41 '20", long 93° 56 '05",

at culvert 1.5 miles east

of Mooringsport.

MEiHWi sec. 3, T.20 S., R.27 W.

at culvert on U.S. Highway 

71, 0.1 mile south of Kiblah Service Station at Kiblah.

See previous table.

HWiSEi sec. 25, T.16 S.,

R.21 W., at culvert on U.S.

Highway 79, 2j miles south

of McNeil.

Lat 32°50'35", long 93°21'15",

at bridge 4.0 miles northeast of Cotton Valley.

See previous table.

Lat 32° 40 '20", long 93° 22 '50",

at culvert 6.8 miles northwest of Minden.

c 9.0

12.9

1.43

0.026

.13

13.8

_

804

49.8

16.1

.077

35.1

1961,

1963-65

1963-65

1961-65

1958-65

1961-65

1954-65

1961-65

1950-65

1954-65

1951-65

1957-65

1951-65

7-23-61

10-14-62

4-23-64

6-14-65

4-28-63

3- 4-64

2-11-65

9-12-61

2-26-62

7-21-63

4-24-64

1- 8-65

4-25-58

1959

3- 2-60

1961

10- 1-61

6-18-63

12-11-63

2-11-65

7-14-61

11-22-61 

7-21-63

4-24-64

2-11-65

5- 1-54

5- 5-56

4-12-59

3- 2-60

6-20-61

10- 2-61

4-29-63

4-25-64

1965

7-16-61

11-22-61

10- 8-62

4-24-64

1- 9-65

1-16-50

2-23-51

2-11-52

5-20-53

1954

3-23-55

2-18-56

5- 2-57

4-29-58

4-20-59

3- 3-60

7-21-61

12-10-61

7-16-63

4-27-64

2-11-65

12- 8-60

12-10-61

7-16-63

4-27-64

4- 1-65 

5-24-55'

4-26-58 

7-17-61

12- 9-61

4-29-63

4-24-64

2-11-65

5-13-57

11-18-57

2-15-59

5- 7-60

7-16-61

12- 9-61

1963

4-24-64

2-11-65 

3-29-51

4-13-52 

5-24-53

5-13-54

5-24-55

4- 6-56

6- 6-57

4-29-58

2-15-59

3- 2-60

7-17-61

12- 9-61

1963

4-25-64

2-11-65

d 22.6

d 3.7

7.06

6.99

10.51

11.03

10.30

d 6.86

8.30

7.49

8.92

7.73

cel8.63

<15.8

16.01

3^15.8

17.36

16.08

15.97

15.96

6.33

6.82 

6.97

6.54

6.29

37.10

37.99

38.38

39.08

37.73

39.60

37.59

40.95

W

7.20

6.63

d 5.4

8.17

6.13

45.29

42.54

43.17

45.16

e 41.1

45.45

42.14

46.60

46.74

44.05

43.49

45.35

44.46

43.47

45.22

44.22

44.84

45.95

48.46

46.17

45.18 

13.42

12.94 

10.94

12.50

9.85

12.00

9.79

17.50

17.68

17.29

17.20

17.83

17.50

a<16 . 9

19.65

17.46 

9 55

9.72 

10.12

8.87

11.26

8.38

9.31

10.52

7.81

9.09

9.35

9.56

(b)

10.41

6.96

9,390

323

1,750

1,720

1,500

2,020

1,330

_

_

_

399

-

c e 60

e<6

e 8.0

<6

31

9.0

7,4

7.3

11

26 

32

17

10

e 270

e 385

e 440

e 540

350

615

330

_

<160

58

41

11

90

28

e!3,500

e 4,000

e 5,250

612,800

e 2,800

e!4,200

e 3,500

634,000

640,000

e 8,150

e 6,100

13, 800

9,800

6,150

13,200

8,800

1,260

2,420

-

2,700

1,540 

e 2,220

e 1,750 

660

1,360

440

1,040

430

e 9.5

e 12

e 6.3

e 5.0

15

9.5

^1

48

8.8 

e ,650

e ,840 

e ,370

e ,090

e ,150

800

e ,430

e ,000

550

e ,250

,470

,680

-

2,820

290
1082 DISCHARGE AT PARTIAL-RECORD STATIONS

Station 

No. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Annual maximum

Date

Oage 

height 

(feet)

Discharge 

(cfs)

Red River basin Continued

7-3493.6

7-3493.8

7-3494

7-3495.9

7-3498.6

* 7-35O8

7-3513

7-3515

7-3515.8

7-3517.4

7-3520.5

* 7-3520.6

* 7-3522

»a7-3522.8

» 7-3523

* 7-3524

Plat River near

Blenheim, La. (station discontinued).

Flat River at Taylortown, La. (station

discontinued).

Plat River at McDade, 

La.

Ivan Lake near Cotton

Valley, La.

Red Chute Bayou at

Sligo, La. (station

discontinued).

ing, La.

Brush Bayou near 

Shreveport, La.

Cypress Bayou near 

Keithville, La.

Bayou Pierre near 

Abington, La.

Bayou Pierre at 

Evelyn, La.

Readhimer Creek tributary near Lucky, 

La. (formerly 

published as Readhimer Creek near

Lucky).

La.

Black Lake Bayou 

near Minden, La,

Leatherman Creek 

near Gibsland, La.

(formerly published as Leathermans Creek).

Black Lake Creek 

near Gibsland, La.

Kepler Creek at 

Sparta, La. (formerly published as 

near Sparta).

at bridge 2.5 miles east of

Blenheim.

Lat 32°23'20", long 93°35'15", 

at bridge 0.5 mile east of

Taylortown.

Lat 32°19'45", long 93 0 31'20", 

at bridge 0.5 mile east of

McDade.

Lat 32°49'45", long 93°29'20",

at bridge 4 miles west of 

Cotton Valley.

Lat 32°26'50", long 93°35'40",

at bridge 0.5 mile west of

Sligo.

Lat 32°23'25", long 93°46'15", 

at bridge 2.5 miles south of 

Shreveport .

Lat 32°18'00", long 93°49'40", 

at bridge 2.0 miles south of 

Keithville.

Lat 32°08'10", long 93°31'05", 

at bridge 2.9 miles northwest of Abington.

Lat 31°59'20", long 93°26'30", 

at bridge 0.2 mile northeast of Evelyn.

Lat 32°12'25", long 93°01'00", 

at culvert 3.6 miles south 

of Lucky.

See previous table.

See previous table.

See previous table.

See previous table.

95.8

37.8

980

c 19

27.1

c 66

406

707

'

12.8

38.6

c 57

46.1

21.1

1960-62

1960-65

1960-62

1960-65

1960-65

1939-57*, 

1958-65

1960-65

1950-65

1957-65

1964-65

1951-65

1950-65

1950-65

1954-65

12-10-61

7-17-61 

12-10-61

1961

1962

7-17-61

10- 2-61 

1963

4-26-64

2-11-65

2- 9-61

12-10-61

6-19-61

12-17-61 

1963

4-27-64

2-12-65

1961 

12-10-61 

9- 6-63 

4-25-64

2-12-65

1-24-61 

12-10-61 

4-29-63

4-26-64

3-30-65

3-17-61 

12-18-61 

1963 

1964

3-31-65

3-17-61 

12-18-61

1963 

1964

1965

3-30-61 

12- 9-61 

11-16-62 

4- 5-64 

3-31-65

1964

3-30-65

7-27-61 

12-10-61

1963

4-27-64

2-11-65

2-22-51 

2-11-52

1961

12-17-61

1963

1964

1965

1- 6-50 

3-29-51

4-14-52

4-30-53

5- 4-54

5-24-55

4- 6-56

4-28-57

9-21-58

6- 9-59

3- 3-60

3-30-61

12-18-61

1963

1964

1965

4-27-58 

3-30-61 

12-17-61 

1963 

4-27-64

1965

155.23

144.36 

144.07

(b)

(b)

201.37

201.80 

(b)

201.29

201.16

149.82

152.75

154.12

150.94 

(b)

141.59

144.00

(b) 

159.66 

157.83 

162,36

160,56

10.52 

10.98 

7.98

9.78

10.38

128.11 

130.57 

0>) 

(b)

127.23

39.85 

41.97

bl

b)

17.87 

17.92 

18.85 

16.98 

16.74

(b)

43.12

14.91 

15.77

(b)

15.10

14.64

43.04 

43. IS

(b)

43.32

(b)

r(b)

44.46 

44.37

44.29

45.48

45.51

45.35

45.77

45.79

46.74

47.33

45.19

46.03

46.36

b

b

b

42.94 

42.39 

42.75 

(b) 

42.10

(b)

_

-

I

-

-

_

-

-

-

-

:_-

:

-

3,640 

5,950 

285

1,450

3,150

\

-

-

I

-

\

-

750 

1,260

<400

850

630

e 1,670 

e 1,720

< 1,700

<1,700

<1,700

<1,700

e 390 

e 370

e 360

e 750

e 770

e 680

e 920

e 940

e 1,640

a. 2,200

e 610

1,110

1,320

<200

<200

<200

e 910 

330 

665 

<200 

200

<200
DISCHARGE AT PARTIAI/-RECORD STATIONS 1083 

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

No.

7-3524.1

7-3525

» 7-3527

* 7 -3527. 3

 7-3542

a7-3544

7-3547.4

7-3549

7-3558

* 7-3559

7-3567

7-3577

7-3595.2

7-3597.5

7-3601.5

7-3610. 2

Station name

Kepler Lake near

Castor, La.

Black Lake Bayou

near Castor, La.

Castor Creek at

Castor, La.

Antoine Creek near

Ashland, La.

Bayou Santabarb at

Bellwood, La.

Edmund Bayou tributary near Provencal, La.

Old River at Montrose, La.

Cane River near Galbraith, La.

Lewis Creek tributary near Mena,

Ark.

Big Pork tributary at

Big Pork, Ark.

Barnes Branch near

Mount Ida, Ark.

Glazypeau Creek at

Mountain Valley,

Ark.

Ouachita River tributary near Malvern,

Ark.

Little Sugar Loaf

Creek near Bonnerdale, Ark.

Pearson Creek tributary near Dalark,

Ark.

tary near Kirby,

Ark.

Location

Drainage 

area 

(an ml)

Period 

of 

record

Annual maximum

Date

Oage 

height 

(feet)

Discharge 

(cfs)

Red River basin Continued

Lat 32 "18 '40", long 93° 09 '30"

at dam on Kepler Lake, 5.0

miles north of Castor.

Lat 32°15'40", long 93°12'50"

at bridge 2.8 miles northwest of Castor.

See previous table.

See previous table.

See previous table.

Lat 31° 41 '00", long 93° 12 '45",

at culvert 2.0 miles north

of Provencal.

Lat 31°34'25", long 92°59'40",

at bridge on State Highway

1 at Montrose.

Lat 31°29'30", long 92°50'00",

at bridge 2.0 miles northwest of Galbraith.

East line of NE^SWi sec. 33,

T.I S., R.30 W., at culvert

on U.S. Highway 71, 2.5

miles north of Junction

with State Highway 88 and

3.1 miles northeast of Mena,

SE£NW£ sec. 23, T.3 S., R28 W.,

at culvert on State Highway

8, 0.9 mile southeast of

Big Pork.

SEiSEfc sec. 13, T.2 S., R.25 W,,

at culvert on State Highway

27, 1.1 miles northeast of

Mount Ida.

SE4-SE4- sec. 20, T.I S., R.19 W.,

at bridge on State Highway

7, 0.5 mile southeast of

Mountain Valley.

SW£NE£ sec. 19, T.4 S., R.17 W.,

at culvert on State Highway

84, 3.2 miles west of Malvern.

NW£SW£ sec. 27, T.4 S., R.23 W.,

at bridge on U.S. Highway

70, 4.8 miles southwest of

Bonnerd ale .

Wj sec. 17, T.8 S., R.17 W., at

culvert on State Highway 8,

0.9 mile east of Junction

with State Highway 7 and 1.1

miles east of Dalark.

SE£ sec. 11, T.7 S., R.25 W., 

at culvert on State Highway

27, 6.6 miles south of

Kirby.

a 46.2

423

27.9

17.7

51.1

.021

471

687

.64

.16

1.85

c 4.3

c 3.0

2.34

.40

"

1960-65

1941-57*

1958-65

1954-65

1964-65

1954-55,

1957-65

1958-65

1960-65

1950-63

1961-65

1964-65

1961-65

1961-65

1962-65

1962-65

1961-65

1963-65

3-31-61

12-11-61

11-23-62

1964

1965

3- 4-60

3-31-61

12-12-61

1963

4-27-64

4- 1-65

5-27-54

4- 6-56

1-30-57

9-20-58

11-20-58

11- 4-59

3-30-61

12-11-61

4- 7-63

4-27-64

4- 1-65

1964

4- 1-65

5-12-54

8- 3-55

6-26-57

5- 5-58

4-19-59

2-24-60

9-13-61

12-11-61

12-28-62

4-26-64

3-30-65

6-22-58

1959

5- 6-60

9-13-61

4-11-62

10-20-62

4-26-64

3-30-65

1- 8-61

1962

1963

1964

1965

2-23-61

12-18-61

1963

7-23-61

11-22-61

6-16-63

3- 9-64

11-18-64

3- 9-64

2- 9-65

5- 6-61

11-22-61

6-16-63

3- 9-64

9-22-65

12-10-60

2-26-62

7-16-63

3- 9-64

2-11-65

1-22-62

3- 4-63

4-23-64

2-11-65

2-26-62

6-16-63

4-24-64

7-16-65

3-30-61

2-26-62

10- 7-62

4-22-64

2-10-65

10 16-62 

4-23-64

3-29-65

177.37

177.68

177.01

(b)

M

9.01

9.99

11.19

(b)

8.58

8.72

46.72

47.89

47.11

47.84

6.95

7.62

7.62

7.69

5.70

7.30

47.92

(b)

44.21

13.42

14.81

(b)

14.19

12.77

12.21

17.53

13.38

11.95

13.27

13.28

J17.02

<15.8

17.09

17.43

16.77

16.78

16.81

16.32

96.74

b

b

b

b

93.58

87.65

(b)

J 3.00

d 2.5

d 2.2

d 3.04

3.02

-

6.26

d 11.62

9.61

d 9.1

d 10.73

12.01

9.84

10.36

12.41

10.91

10.43

7.51

5.82

7.75

6.45

8.02

6.29

8.68

8.26

3.25

5.16

3.92

5.81

5.40

3.57 

d 5.14

3.15

_

-

_

_

-

a 2,260

3,750

6,100

<1,360

1,700

1,820

a 240

a 1,150

a 340

a 1,020

a 290

a 620

620

740

410

1,240

.

-

e 1,700

e 4,250

b <770

e 3,000

e 1,180

e 860

15,500

1,650

730

1,540

1,550

e 22

e<5

e 23

30

18

18

19

11

_

-

-

_

-

_

.

-

120

84

69

124

122

>29

17

654

175

83

350

675

400

560

2,110

800

580

482

153

555

235

_

_

-

_

113

-

147

125

143

_
1084 DISCHARGE AT PARTIAL-RECORD STATIONS

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

No, Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Annual maximum

Date

Qage 

height 

(feet)

Discharge

(cm)

basin Continued

7-3611.8

7-3616.8

7-3617.8

7-3620.5

7-3623.3

7-3624.5

7-3630.5

7-3633.3

7-3634.3

7-3634.5

7-3634.7

7-3640.7

7-3641.1

7-3641.65

7-3642.6

7-3645.5

South Pork Ozan Creek

near Ozan, Ark.

Little Caney Creek

near Rosston, Arfc.

Old Bradshaw Creek

near Hollywood, Arfc

Ross Creek near Camden, Ark.

Dunn Creek near Hanpton, Ark.

Cooks Creek near

Pordyce, Ark.

Holly Creek tributary near Benton,

Ark.

West Fork Big Creek

at Sheridan, Ark.

East Pork Derrieusseaux Creek near

Pine Bluff, Ark.

Saline River tributary near Rison,

Ark.

Saline River tributary at Rye, Ark.

(station discontinued).

tary near Hermitage, Ark .

Bear Creek near

Strong, Ark.

Kevins Creek tributary near Pine

Bluff, Ark.

City, Ark.

Upper Cutoff Creek

near Monticello,

Ark.

Hanks Creek near

Hamburg, Ark .

Cany Creek tributary

near El Dorado,

Ark.

SE^SWi- sec. 5, T.ll S., R.25 W

at bridge on State Highway

4, 2.0 miles south of Ozan.

Si sec. 17, T.13 S., R.21 W.,

at culvert on State Highway

19, 1.0 mile north of Junction with State Highway 4

and Ij miles northwest of

Rosston.

HEjSE^ sec. 26, T.7 S., R.21 W.

at bridge on State Highway

26, 2.6 miles east of Holly

wood.

Ej sec. 6, T.14 S., R.17 W. , a

bridge on U.S. Highway 79,

4^ miles southwest of Camden.

SEjNW^ sec. 2, T.14 S., R.14 W.,

at bridge on State Highway

4, 2.8 miles west of Hampton.

SW^SEj sec. 18, T.10 S.,

R.13 W., at bridge on State

Highway 8, 3.9 miles northwest of Fordyce.

SWjNWi sec. 19, T.2 S., R.14 W.,

at culvert on State Highway

35, 2.8 miles southeast of

Benton .

North line of NEj sec . 3,

T.S S., R.13 W., at bridge

on U.S. Highway 167, 0.9

mile north of Junction with

U.S. Highway 270 in Sheridan.

NWi sec. 10, T.S S., R.ll W., at

culvert on U.S. Highway 270,

1.2 miles east of GrantJefferson County line and

12 miles northwest of Pine

Bluff .

NWiNEi sec. 18, T.9 S., R.10 W.,

at culvert on State Highway

35, 1.8 miles southeast of

Rison

SW£NE£ sec. 23, T.H S., R.9 w.,

at culvert on State Highway

15, 0.2 mile south of Junction with State Highway 35

at Rye.

at culvert on State Highway

15, 3.3 miles southwest of

Hermitage.

SE£ sec. 10, T.19 S., R.12 W.,

at bridge on State Highway

129, 2.9 miles southeast

of Strong.

NWjSEj sec. 26, T.6 S., R.10W.,

at culvert on U.S. Highway

79, 6 miles southwest of

PLne Bluff.

at bridge on State Highway 

81, 0.9 mile north of Junction with State Highway 11

in Star City.

NW£SW£ sec. 20, T.ll S., R.6 W.,

at bridge on State Highway

83, 2.4 miles south of

Coleman and 8.0 miles north

of Monticello.

NW^SEj sec. 4, T.18 S., R.7 W.,

at bridge on U.S. Highway

82, 4.5 miles southwest of

Hamburg .

NE^-NWj sec.l, T.18 S., R.15W,

at culvert on U.S. Highway

82, 3i miles southeast of

El Dorado.

17.6

c 1.5

_

c 10

_

c 5.2

1.46

4.86

-

-

_

-

.79

c 18

_

_

1963-65

1961-65

1962-65

1961-65

1962-65

1962-65

1962-65

1960,

1963-65

1961-65

1964-65

1961-63

1963-65

1961-65

1962-65

1963-65

1962-65

1961-65

4-28-63

4-22-64

5-10-65

3-26-61

10- 1-61

7- 8-63

4-22-64

2-11-65

1-22-62

4-28-63

3- 4-64

2-11-65

7-16-61

11-22-61

4-28-63

4-22-64

2-11-65

11-22-61

4-28-63

4-22-64

2-10-65

1-26-62

3-16-63

4-21-64

2-11-65

1-22-62

6-20-63

4-23-64

2-11-65

6-27-60e

4-27-63

4-23-64

2-11-65

3-30-61

2-27-62

6-20-63

4-26-64

3-29-65

4-21-64

2-11-65

3-30-61

1962

6-21-63

4-28-63

4- 5-64

2-11-65

7-15-63

4- 5-64

3-29-65

3-30-61

2-23-62

4-28-63

4-26-64

3-29-65 

Ll-22-61

8-30-63 

5- 2-64

3-29-65

5-27-63

4-26-64

2-11-65

12-16-61

3-11-63

4.24-64

2-11-65

7-16-61

12-31-61

4-28-63

4-24-64

2- 9-65

17.06

17.82

17.78

3 8.98

d!3.7

6.99

7.76

8.01

14.34

10.28

12.94

11.12

J 10.35

11.0

d 6.5

8.68

10.44

7.25

5.63

5.93

7.40

9.31

8.40

9.73

10.95

5.64

3.68

d 6.51

5.20

de!8. 74

12.85

13.12

14.22

7.26

9.29

6.36

9.14

8.54

5.52

6.03

J 7.28

(b)

7.03

d 3.5

4.55

4.07

12.12

12.65

13.27

d 5.47

5.76

4.35

5.62

5. 35

6.96 

9.09

7.86

d 5.6

d 10.10

9.30

9.34

5.27

8.97

7.74

9.43

7.34

7.29

7.91

7.25

.

-

-

232

1,270

48

98

122

-

-

-

-

730

1,040

70

186

780

680

240

285

760

_

-

_

-

.

-

475

170

e 3,720

305

350

730

53

237

25

210

130

-

54

-

-

_

_

-

-

-

_

122

_

_

130

"

:

-

90

-

750

710

-

530

250

140

51

50

74

48
Annual maximum discharge at

DISCHARGE AT PARTIAL-RECORD STATIONS 1085 

st-stage partial-record stations during water years 1961-65--Continued

Station 

No,

* 7 -3648

7-3648.3

 7-3649

 7-3651

 7-3653

7-3654

7-3655

7-3660

 7-3663.5

7-3663.6

* 7-3673

*7-3676

Station name Location

Drainage

area 

(sq mi)

Period

record

Annual maximum

Date

Gage 

height 

(feet)

Discharge 

(cfs)

Red River basin Continued

Homer, La.

ayou D'Arbonne 

tributary No. 2

near Homer, La.

ig Creek near 

Vienna, La .

Unionville, La.

Middle Fork Bayou 

D'Arbonne near 

Colquitt, La.

Middle Fork Bayou

tary near Bernice, 

La.

Middle Fork Bayou 

D'Arbonne near 

Bernice, La.

Corney Bayou near 

Lillie, La.

Stowe Creek near

Farmerville, La.

Bayou D'Arbonne 

tributary near 

Downsville, La.

at Cheniere, La.

Cypress Creek near 

Vixen, La.

Lat 32°48'00", long 93°01'15", 

at culvert 2.0 miles east

of Homer.

See previous table.

Lat 32° 46 '50", long 92° 42 '00",

of Bernice.

Lat 32°45'50", long 92°39'30", 

at bridge 4.0 miles south 

of Bernice.

Lat 32°53'15", long 92°39'25", 

at bridge 3.0 miles south 

of Lillie.

See previous table.

Lat 32°40'50", long 92°22'40", 

at culvert 5.0 miles northeast of Downsville.

See previous table.

30.0

.034

68.9

63.3

43 9

.016

178

462

29.0

.18

o 38

0 16

954-61

957-65

954-65

954-65

954-65

957-65

1941-57*. 

1958-65

1941-57 *, 

1958-65

1954-65

1957-65

1954-65

1954-65

4-15-54

2-18-56

2-15-59

5- 7-60

2-22-61

9-14-61

5- 1-62

4-28-63

4-24-64

2-11-65

6-22-57 

4-29-58

2-15-59

5- 7-60

7-16-61

5- 1-62

4-28-63

4- 5-64

2-11-65

4- 4-61 

12-10-61 

4- 6-63

4-28-64

4- 1-65

2-22-61 

12-10-61 

1963

4-28-64

4- 1-65 

5- 1-54

3-21-55 

2-18-56 

2-15-59

3- 3-60

2-22-61

12-10-61

7-18-63

4-25-64

3-30-65

9-17-57 

6-17-58

6- 8-59 

1960

3-30-61

1962

4- 6-63

4-28-64

2-11-65

3-30-61 

12-12-61 

7-18-63 

4-28-64

4- 1-65

7-19-61 

12-17-61 

7-18-63 

4-28-64

2-11-65

5- 1-54 

4-12-55

9-17-57

6- 8-59

4-21-60

2-21-61

12-18-61

1963

4-24-64

4- 1-65

4- 4-57 

12- 9-57 

4-21-59

5- 7-60

4- 1-61

12-10-61

1963

1964

3-31-65

5-13-54

6-28-57 

11-18-57

4-20-59

3- 2-60

3-31-61

12-20-6

1963

4-30-6

3-31-6

2-20-6 

12-20-6 

2-26-6

4-30-6

3-31-6

45.06

45.11

45.97

45.25

45.38

46.50

45.66

45.63

46.58

45.45

17.93 

8.00

7.44

7.32

7.25

6.75

6.43

6.35

6.29

44.30 

45.06 

41.92

43.84

43.92

41.88 

42.54

41.80

41.52 

44.06

45.50 

44.53 

44.23

44.59

44.79

45.83

47.96

45.32

45.04

16.46 

17.08

16.54 

<15.9

16.29

 '15.9

16.01

16.04

16.04

7.94 

8.44 

8.66 

8.42

7.92

15.59 

15.65 

14.80 

15.70

15.29

44.03 

45.52

45. 7C

45.68

44.16

44. 8C

46.08

(^)

45.72

44.94

16.11 

17.82

16.7 

15.3

15.4

16.1

0>)

W

15.1

42. S

43^2

42.3

41.9

43.8

44.1

(b)

43.4

43.3

47.7 

47.0 

40.1

45.8

48.0

e 430

e 480

1,550

e 590

680

-

1,020

980

-

760

e 32

e 33

e 22

e 20

19

11

6.8

5.8

5.2

1,520 

2,350 

110

900

1,000

1,200 

2,180 

^100

1,100

820 

e 550

e 2,500

e 870 

e 650

e 920

1,150

2,420

-

1,640

1,290

e 18 

e 29

e 20

8.4

^1

1.6

1.8

1.8

1,370 

2,080 

2,500 

2,100

1,400

6,100 

7,800 

5,660 

7,920

6,800

e 255 

e 1,030

e 1,420

e 1,360

e 270

400

-

-

1,480

450

e 39 

e 92 

e 57

e 21

23

41

-

-

17

e 1,000 

e 940

e 1,320

e 590

e 400

-

-

-

-

1,400

"

-

"
1086 DISCHARGE AT PARTIAL-RECORD STATIONS

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

No, Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Annual maximum

Date

Gage 

height 

(feet)

Discharge 

(ofs)

Red River basin Continued

7-3676.65

7-3677.4

7-3689

7-3693.3

7-3696.2

*7-3696.4

7-3696.5

7-3698

7-3698.3

 7-3702

 7-3706

*7-3706.S

Wards Bayou tributary at Montrose,

Ark.

Camp Bayou near Parkdale, Ark.

Little Bayou Boeuf 

near Colllnston,

La.

Black Bayou near

Sicily Island, La.

Alligator Bayou near 

Tallulah, La.

Bayou Vidal at 

Quimby, La.

Cypress Creek Canal

No. 19 tributary

near Dumas, Ark.

Lyon Bayou at Forest, 

La.

Bayou Macon near

Floyd, La.

Chatham, La .

Beaucoup Creek near 

Cotton Plant, La.

Plat Creek near 

Sikes, La.

SE^SE£ sec. 15, T.16 S., R.4 W.

at culvert on U.S. Highway

165, 0.4 mile north of

Junction with U.S. Highway

82 in Montrose.

SWjStfJ sec. 21, T.18 S., R.4 W., 

at culvert on State Highway

8, 1.3 miles east of Parkdale.

Lat 32°28'35", long 91°56'10", 

at bridge 4.5 miles southwest of Collinston.

Lat 31° 49 '40", long 91° 42 "45",

at bridge 3.5 miles southwest of Sicily Island.

Lat 32°17'20", long 91°13'05", 

at bridge 8.5 miles south of

Tallulah.

SEjlWi sec. 2, T.10 S., R.4 W.,

at culvert on U.S. Highway

65, 1.5 miles south of

Dumas.

Lat 32°47<00", long 91°24'30", 

at bridge 0.5 mile southeast of Forest.

Lat 32°42'00", long 91°22'40",

at bridge 2.2 miles northeast of Flo/d.

See previous table.

See previous table.

See previous table.

c 1.6

c 1.9

c 67

c 6.5

c 28

c 160

c .6

9.79

c 625

60.0

127

41.5

1961-65

1963-65

1950-63

1954-63

1954-63

1954-65

1961-65

1954-65

1951-63

1951-65

1951-65

2-20-61

12- 9-61

6-21-63

4-24-64

2-11-65

5-27-63 

4-24-64

12-10-64

2-20-61 

12-20-61

1963

3-17-61

4-27-62

3-26-63

5- 1-61 

12-17-61

1963 

5- 1-54

4-11-55 

2-11-56

4- 4-57

5- 1-58

4-20-59

3- 2-60

1961

12-20-61

12-28-62

3- 2-64

3- 1-65

3-30-61

5-30-62

6-21-63

5- 2-64

9-11-65

2-22-61 

12-18-61

7-19-63

3- 2-64

3-30-65

2-22-61

12-19-61

1963 

6-24-50

1- 3-51 

1952

5-17-53

1954

4-10-55

4- 6-56

6-28-57

7-23-58

4-20-59

1960

3-31-61

12-20-61

1963 

1964

3-31-65'

'1- 5-51 

5-12-52

5- 1-54

4- 6-56

6-22-57

3-21-59

2-20-61

12-13-61

1963

4-25-64

3-31-65

3-17-61 

12-31-61

1963

4-25-64

3-31-65

6.77

6.46

6.64

d 5.96

6.24

7.13 

8.81

7.99

45.22 

43.91

(b)

43.52

43.17

42.98

35.43

37.57

(b) 

45.18

45.35 

45.53

42.90

45.44

45.38

45.24

fc 45.82

47.04

42.12

46.08

45.65

7.61

8.82

8.05

9.08

7.99

39.71 

39.97

42.38

46.18

45.35

19.54

19.26

44.10

43.98 

<43.1

46.09

<43.1

45.18

44.17

44.34

45.39

43.57

<43.1

43.50

44.02

<43.1 

<43.1

44.03

10.54 

9.62

10.36

9.82

10.67

9.95

11.30

10.90

(b)

10.62

11.49

10.30 

9.74

(b)

9.92

10.49

227

185

209

120

156

368

-

"

-

-

-

"

_

e 670

e 710 

e 750

e 340

e 730

e 720

e 690

-

1,130

270

880

780

168

-

-

208

110

-

-

-

-

.

-

e 2,220

e 2,050 

e<l,000

e 5,150

a<l,000

e 3,750

e 2,300

e 2,550

e 4,050

e 1,570

e<l,000

1,500

2,120

<1,000 

<1,000

2,130

e 3,250 

e 1,560

e 2,800

e 1,820

e 3,550

e 2,020

_

4,100

-

3,400

-

-

_

-
DISCHARGE AT PARTIAL-RECORD STATIONS 1087 

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

No,

 7-3707.5

* 7 -3708

7-3708.2

 7-3709.8

* 7-3718

* 7-3721

* 7-3721.1

* 7 -37 23

* 7-3726

7-3727

7-3728

Station name

Olla, La.

Chickasaw Creek near

Olla, La. (formerly published as 

Big Chickasaw

Creek).

Castor Creek at

Tullos, La.

Dugdemona River near 

Qultman, La.

tary near Quitman, 

La.

Little Dugdemona 

River near Hodge,

La. 

Big Creek near Dodson, La.

Port de Luce Creek

at Winnfield, La.

Brushy Creek near 

Joyce, La.

ton, La.

Pish Creek near Pollock, La.

Mill Creek tributary

Flem Branch tributary near Pollock,

La. (formerly

published as Big

Creek tributary).

Location

Drainage

area 

(sq ml)

Period

of 

record

Red River basin Continued

See previous table.

See previous table.

Lat 32°20'40", long 92°44'40", 

at bridge 1.7 miles west of

Quitman. 

Lat 32°20'05", long 92°48'15y

at culvert 5.0 miles west 

of Quitman.

See previous table.

See previous table.

See previous table.

See previous table.

See previous table.

Lat 31°35'50", long 92°25'05'i

of Pollock.

Lat 31°34'40" (revised),

long 92°25'00", at culvert

3.6 miles north of Pollock.

c 58

a 47.6

923

117

.020

c 20

c 81

31.0

c 24 

c 11

c 30

.11

.055

1954-65

1954-65

1951-63

1964-65

1957-65

1964-65

1954-65

1951-65

1964-65 

1954-65

1954-65

1957-65

1957-65

*'

Annual maximum

Date

Gage 

height 

(feet)

Discharge

(Of 8)

2-20-61

5- 4-62

1963

4-26-64

12-11-64

2-13-56

4-21-59

3-17-61 

12-13-61

1963

3- 2-64

3-31-65

2-20-61

12-13-61

1963

1964 

4- 1-65

4- 4-57

7-12-58 

4-19-59

11- 4-59

9-13-61

1962

11-27-62

4-27-64

2-11-65

1964 

4- 1-65

3-31-61 

12-18-61

4- 7-63

4-25-64

3-31-65

9-14-61

12-13-61

1963

3- 2-64

3-31-65

1964 

3-31-65

5- 1-54

4-13-55 

4-28-57

3-17-61

5- 1-62

1963

4- 5-64

3-31-65

5- 1-54

4-13-55

2-13-56

4- 1-57

4-30-58

4-21-59

3- 2-60

1- 8-61

12-17-61

12-28-62

3- 2-64

3-31-65

6-22-57

8-16-59

3- 2-60

3-17-61

12-17-61

2-18-63

4- 5-64

12-11-64

6-22-57

4-29-58

3- 5-59

12-14-59

3-17-61

12-17-61

11-21-62

3- 2-64

12-11-64

42.75

42.12

(b)

42.18

37.19

38.95

36.60

40.45 

40.50

(b)

40.31

40.88

25.80

25.58

(b)

(b) 

40.15

16.50

17.47 

16.60

16.20

16.75

<15.9

16.11

16.13

16.01

44.89

47.31 

47.13

42.43

46.60

47.30

14.40

14.15

(b)

13.77

13.88

43.07 

44.02

44.10 

45.87

45.74

44.73

(b)

45.49

45.81

42.01

42.27

39.64

40.47

42.24

40.12

40.82

42.20

41.24

40.11

41.55

41.35

15.22

16.44

16.24

14.74

16.32

15.80

14.94

14.83

15.72

17.93

19.17

17.32

18.25

17.42

17.32

17.44

17.62

18.01

_

<1,300

2,400

-

e 1,160

e 750

-

_

_

-

.

-

-

1,080

e 10

e 26 

e 12

e 6.5

14

<4

5.6

5.9

4.7

-

3,300 

2,650

140

1,260

3,250

1,650

1,740

-

1,350

1,460

e 710

e 740 

e 1,280

1,220

900

.

1,120

1,250

e 1,300

e 1,440

e 230

e 510

e 1,430

e 380

e 680

1,410

880

380

1,040

930

e 28 

e 66

e 59

e 15

62

45

20

18

42

e 10

e 24

e 4.3

e 14

5.4

4.3

5.3

7.2

11
Annual maximum discharge at

DISCHARGE AT PARTIAL-RECORD STATIONS 

est-stage partial-record stations during water years 1961-65 Continued

Station 

No, Station name Location

Drainage 

area 

(s<j mi)

Period 

of 

record

Annual maximum

Date

Gage 

height 

(feet)

Discharge 

(cfs)

Red River basin Continued

"7-3729

7-3731

Dyson Creek near 

Pollock, La.

Big Creek at Fishville, La. (staSee previous table.Lat 31°31'25", long 92°21'45", 

at bridge 0.3 mile north of

o 12

66.5

1964-65

1951-63

1964 

12-11-64

1- 8-61 

12-17-61 

12-28-62

W 

42.29

11.42 

11.06 

8.79

:

-

Bayou Sara basin

* 7-3734 Little Bayou Sara

near Turnbull, La.

See previous table. 22.3 1950-61.,

1963-65

3-17-61

1963

3- 2-64

10- 4-64

15.68

(b)

14.78

17.06

_

_

-

Thompson Creek basin

7-3735.5

7-3737

* 7 -3738

Moores Branch near

Woodville, Miss.

Thompson Creek near

Starhillj La.

Alexander Creek near

St. Francisville,

La.

SE4-SW£ sec. 32, T.2 N. , R.I W.,

Washington meridian, at

State Highway 24, 3.3 miles

to Oct. 1, 1964, at datum

0.88 ft lower.

Lat 30°44'55", long 91°17'05"

at bridge 1.7 miles southeast of Starhill.

See previous table.

0.21

249

23.9

1955-65

1949-65

1953-65

3-17-61

11-13-61

1-120-63 

3- 2-64

3- 1-65

3-22-49

1-23-50

4- 8-51

1952

1954

3-12-56

6-28-57

1958

1959

1960

3-18-61

11-13-61

1-19-63

7- 3-64

1965

7-17-54

3-12-56

1957

3-24-58

4-19-59

12-17-59

3-17-61

4- 6-62

1-19-63

3- 2-64

10- 4-64

5.93

8.14

7.13

4\8',

42.92

43.42

42.33 M-(b)

43.89

43.82

Mb

W

45.64

44.11

38.35

43.70

(b)

9.35

10.93

(b)

9.20

9.58

8.41

12.04

11.17

7.97

10.87

13.25

-

353

260 

202

193

e 33,300

e 38,800

e 28,000

e <26,100

e <26,100

e 44,600

e 43,800

e <26,100

e <26,100

e <26,100

_

47,700

12,500

42,100

<12,500

e 3,370

e 6,600

e < 1,940

e 3,150

e 3,750

e 2,160

7,200

1,730

6,450

-

Bayou Baton Rouge basin

7-3739 Bayou Baton Rouge

above Baker, La.

Lat 30°37'20", long 91°12'35",

at bridge 3.4 miles northwest of Baker.

13.7 1953-65 5-18-53

12- 9-53

4-13-55

2- 5-56

9-26-57

10-15-57

7-31-59

12-17-59

2-18-61

4-28-62

1-19-63

3- 3-64

10- 5-64

22.64

16.34

16.61

16.52

15.02

13.72

16.46

15.21

15.17

22.18

9.02

17.92

21.77

e 4,300

e 800

e 850

e 830

e 610

e 470

e 820

e 630

620

3,680

200

1,180

3,300

Mississippi River Delta

* 7-37 50. 5

near Franklinton,

La.

Tchefuncta River

near Covington, La.

See previous table.

53.1

145

1949 65

1951-65

3-23-49

3-29-51 

1952 a

2- 7-55

2- 5-56

1-25-58

6- 1-59

4- 4-60

1961

11-13-61

7- 1-63

3- 3-64

2-17-65

3-30-51

2-16-52 

5- 3-53

4-17-54

4-16-55

2- 6-56

4- 6-57

11-15-57

2- 4-59

8-24-60

2-22-61

11-15-61

1-22-63

3- 3-64

2-20-65

J44.05

44.84 

<41.8

43.24

44.83

44.72

44.58

43.38

(b)

47.29

42.18

45.35

44.17

15.10

10.65 

20.47

9.37

1.83

6.97

2.98

4.62

4.42

17.52

19.93

20.09

13.62

16.23

14.15

e 2,000

e 3,040 

e <500

e 1,240

e 3,020

e 2,860

e 2,660

e 1,350

_

620

-

2,140

e 4,800

e 1,750 

e 14,800

e 12,000

e 2,300

e 7,500

e 2,900

e 4,500

e 4,200

e 8,700

13, 600

14,000

3,400

5,400

3,620
DISCHARGE AT PARTIAL-RECORD STATIONS 1089 

Annual maximum discharge at cres+-stage partial-record stations during water yaars 1961-65 -Continued

StaMoTi 

No,

^-37tl

7-3751.7

7-3752.5

 7-3753

7-3753.5

7-3754.3

7-3754.8

*7-3756

*'-V53.5

7-3759.6

7-3762

* 7-3762. 9

7-3766

7-3767.2

Station name Location

Mississippi Rlvar Delta C

Bills Creak trlbuLa.

Bogua Falaya at

Covlngton, La.

Little Tanglpahoa 

Rlvar at Magnolia, 

Miss.

Tanglpahoa River

near Kentwood, La.

Ashlays Branch tributary near Kantwood, La.

Tangipahoa Rivar 

near Amite, La.

Chappapaela Creak 

southeast of

Lo ranger, La.

Washlay Craak near 

Robert, La.

Tlckfaw River near

Qreensburg, La.

Tlckfaw Rlvsr at 

Montpelier, La.

Hog Branch near 

Doyle, La.

Blood River near 

Springfield, La.

Pontchatoula Creek a 

Natalbany, La.

Canal near Hammond 

La.

Tanyard Craak at 

Liberty, Miss.

Lat 30°36'55",long 90°06'55",

of Pol SOT.

Lat 30°E9'58", long 90°05'04",

at bridge 1.0 mile northeast of Covlngton.

Hi sec. 13, T.2 N., R.7 E., 

Washington meridian, at 

bridge on State Highway 48

in Magnolia.

See previous table.

Lat 30° 56 'OO'J long 90° 28 '20",

at culvert 2.3 miles east

of Kentwood.

Lat 30°43'40", long 90°E9'05", 

at bridge 1.5 miles east of

Amlte.

Lat 30°36'2E", long 90°19'56", 

at bridge 4.5 miles southeast of Loranger.

See previous table.

Lat 30°41'10", long 90°38'35"

east of Montpelier.

See previous table.

See previous table.

Lat 30°33'40", long 90° 28 '55" 

at bridge 1.0 mile north of 

Natalbany.

Lat 30°31'25", long 90°29'00",

at bridge 1.9 miles northwest of Hannaond.

NW£ sec. 9, T.2 N., R.4 E., 

Washington meridian, at 

bridge on State Highway 24 

at west city limits of

Liberty.

Drainage 

area 

(sq ml)

ontlnued

0.034

88.2

39.7

m 296

.044

a 494

91.0

25.3

136

220

110

26.6

13.8

c 87

Period 

record

Annual maximum

Date

1958-65

1964-65

1952-65

1951-65

1958-65

949-65

964-65

1951-65

1949-63

1951-65

1951-65

1964-65

1951-65

1951-63

1952-65

3- 9-58 

5-31-59

5- 7-60

2-21-61

1-28-62

1963

4-27-64

1-23-65

4-27-64

1965

2-22-61 

4-28-62 

1-20-63

4-E6-64

10- 4-64

E-18-61

12-19-61

1963

4-26-64

10- 4-64

8-24-58

6- 1-59

12-17-59

7-12-61

4-29-62

1963

3- 2-64

10- 4-64

2-22-61 

4-29-62

1963

3- 2-64

10- 4-64

3- 2-64 

E-18-65

2- 3-59 

1960

2-22-61

11-15-61

1963

4-27-64

2-18-65 

3-18-61

4-29-6P 

1963

12- 6-53 

9-18-57 

2- 5-60

3-18-61

4-29-62

1963

3- 3-64

10- 4-64

11-14-57 

6- 1-59 

2-23-61

4-29-62

1963

4-28-64

3- 5-65

3- 3-64 

3- 3-65

9-18-57 

3- 6-58 

5-31-59 

3-29-60

2-22-61

11-13-61

1963

9-28-64

12-11-64 

4- 6-57

11-15-57 

5-31-59 

3-29-60

2-21-61

11-13-61

7- 4-63

3-29-61 

12-15-61 

1-20-63 

7- 3-64

10- 4-64

Cfage 

height 

(feet)

?] 7 , 17

E

ischarge 

(efs)

= 18 

o i a

17U9 = 23

16 22 34

18.14

'15.8

19,83

16 . B2

19.66

(»)

E0.25 

El. 35 

18,59

21.12

E2.22

13.13

13.86

00

12. 7E

14.33

J14.90

14.80

14.63

14.82

15.40

<13.8

14.88

15.62

43.19 

43.29

00

39.12

40.46

12.26 

10.33

7.43 

e<6.7

10.62

11.20

<6.7

9.10

8.23 

164.12

164.13 

00

99.09 

99.28 

98.41

102 . 32

104 . 41

00

101.17

102.15

15.33 

15.51 

18.57

18.03

00

17.17

14.13

14.47

15.32

10 26 

8.62 

11,05 

7.76

10.34

11.21

<5.2

11.95

8.20 

43.04

41.10 

44.21 

42.38

44.06

43.86

38.96

92.6 

90.20 

87.76 

92.6

93.73

3J

<2

82

9.8

8 , 460

 '1,900

2,170 

3.10C 

1,150

4,300

7,600

.

-

-

~

-

e 35

e 32

e 2P

33

49

<1

34

55

-

-

4,390

e 1,280 

e <1,050

2,120

2,280

^1,050

1,880

1,440

"

e 3,360 

e 3,650 

e 2,5r>0

-

_

-

-

e 4,050 

a 4,180 

a 10,800

8,600

_

5,770

3,330

1,260 

1.490

e 1,810 

e 1,350 

e 2,040 

e 1,120

a. 1,830

a 2,090

-

2,300

1,240 

e 2,100

e 1,140 

e 3,700 

e 1,620

3,450

3,080

-

3,560 

1,000 

165 

3,600

5.600
Annual maximum discharge at

DISCHARGE AT PARTIAL-RECORD STATIONS 

rest-stage partial-record stations during water years 1961-65 Continued

Station 

Ho.

a 7-3767.95

7-3771.5

7-3773

7-3777.5

7-3SOO

* 7-3801.3

Station name

utary near Felps,

La.

Woodland Creek tributary No. 2 at

Felps, La.

Amite River at 

Grangeville, La.

Amite River at Magnolia, La.

Clinton, La.

Comite River near 

Zachary, Da.

Hard Creek at Siegen 

Lane, near Baton 

Rouge, La.

Colyell Creek at 

Livingston, La.

Location

Mississippi River Delta 

Lat 30°57'ZO", long 90°55'50" 

at culvert 1.7 miles southwest of Felps.

Lat 30°58'20", long 90°55'15",

at culvert 0.2 mile southwest of Felps.

Lat 30° 44 '10", long 90° 50 '30" 

at bridge 0.5 mile southwest of Qrangeville.

Lat 30°32'05", long 90°58'50'; 

at bridge 0.4 mile east of 

Magnolia.

Lat 30°38'35", long 91*05 '40"; 

at bridge 3.7 miles east 

of Zachary.

Lat 30°22'30", long 91°O4'10", 

at bridge 8.0 miles southeast of Baton Rouge.

See previous table.

Drainage

area 

(sq ml)

Continued

0.066

.13

741

884

n 112

a 230

40.0

20.7

Period

of 

record

1958-65

1958-65

1951-63

1949-65

1949-65

1951-63

1947-54*, 

1955-65

1951-65

Ann

Date

7- 9-56 

6- 9-59

11- 5-59

2-18-61

4- 6-62

8-25-63

3- 2-64

11-28-64

2- 6-58

6- 9-59

12-17-59

9-14-61

4- 6-62

8-25-63

3- 2-64

10- 4-64

3-31-51 

5-20-53 

4-14-55

3-12-56

6-30-57

11-16-57

2- 3-59

12-19-59

3-18-61

4- 6-62

'1963

5- 4-49 

1- 9-50 

4- 1-51 

4- 5-52

5-20-53

12-11-53

4-15-55

3-14-56

7- 1-57

9-25-58

2- 4-59

12-19-59

3-18-61

4-29-62

1963

3- 3-64

10- 6-64 

3-21-49

1- 7-50 

3-29-51 

5-18-53

4-13-55

12-19-55

9-23-58

12-19-59

3-18-61

11-14-61

1963

3- 2-64

10- 5-64

3-29-51 

1952 

5-18-53 

12- 9-53

4-13-55

3-12-56

4- 4-57

11-14-57

2- 4-59

12-18-59

3-18-61

4-28-62

1963

9-11-61 

4-28-62 

7-23-63 

7-13-64

10- 4-64

1954 

1955 

1956

1957

11-14-57

5-31-59

2- 4-60

2-22-61

12-10-61

1963

3- 5-64

3- 5-65

ual max

Oage 

height 

(feet)

J16.39 

17.22

17.32

16.66

17.49

16.90

17.89

16.81

J14.03

15.63

14.48

15.32

15.72

14.27

15.15

15.65

13.99 

13.74 

16.71

12.24

11.25

10.55

10.09

9.86

14.88

12.01

(b)

42.26

45.10 

44.32 

36.48

47.46

36.74

48.26

41.92

37.71

38.42

39.39

40.26

46.57

45.14

(b)

43.78

45.89 

J13.75

14.06 

13.48 

13.28

14.88

13.57

12.73

12.56

15.35

13.96

(b)

14.38

15.36

21.39 

M 

24.52 

15.45

22.41

20.93

14.95

15.25

16.45

18.35

24.05

22.59

(b)

13.45 

20.63 

11.21 

16.94

19.61

b 

b 

b

b

6.00

6.27

4.58

9.04

8.04

(b)

5.81

5.07

Discharge 

(ofs)

e 5.4 

e 17

e 18

8.6

21

12

27

11

e 16

e 64

e 28

54

68

22

48

65

e 35,300 

s 33,100 

 63,800

e 21,800

e 16,100

e 12,800

e 10,900

e 10,000

44,000

20 , 400

S 20,000 

a 27,700 

e 25,500 

e 6,900

s 34,500

e 7,400

e 36,800

e 19,000

e 9,3OO

e 10,800

e 12,900

e 15,000

31 , 800

27,700

<8,600

24,000

29.900 

e 9,980

e 11,600 

e 8,600 

e 7,750

e 17,800

e 9,050

e 5,750

e 5,250

22,500

ll.OOO

_

13,600

22,600

e 11,200 

e <4,300 

e 22,000 

e 5,250

e 16,700

e 13,200

e 5,100

e 5,150

e 5,800

e 8,000

20,900

17 , 200

<4,300

4,100 

3,420

5,500

e <720 

e <720 

e <720

e <720

e 850

e 920

e 620

2,480

1.640

<470

820

680
DISCHARGE AT PARTIAL-RECORD STATIONS 1091 

Annual maximum discharge at crest-stage partial-record stations during water years 1961-65 Continued

Station 

Ho. Station name Location

Drainage 

area 

(sq ml)

Period 

of 

record

Annual maximum

Date

Sage 

height 

(feet)

Discharge 

(cfs)

Mississippi River Delta Continued

* 7-3801.6

* 7-3801.8

a 7-3817.35

a 7-3828.45

7-3828.5

7-3860

7-3869.5

near Walker, La.

near Walker, La.

Bayou Cocodrie near 

Qlenmora, La.

Horseshoe Drainage

Canal at Prescott

Road, near Alexandria, La.

Horseshoe Drainage 

Canal at Packing

House Road, near

Alexandria, La.

Bayou Carencro near

Sunset, La.

Bayou lie des Cannes

near Lafayette, La. 

(station discontinued).

Lat 30°56'00" (revised), long 

92°28'55", at bridge 8.0

miles southeast of Qlenmora.

Lat 31°16'14", long 92°28'22",

at bridge on Prescott Road,

3.3 miles southwest of city

hall in Alexandria.

Lat 31*16'25", long 92°26'15", 

at bridge on Packing House

Road, 2.6 miles south of

city hall In Alexandria.

Lat 30°22'35" long 92°02'35",

at bridge 2£ miles southeast of Sunset.

Lat 30°10'52", long 92°06'26",

at bridge 6.5 miles southwest of Lafayette.

20.3

28.5

72.1

_

-

37.1

30.0

1951-65

1951-65

1954-65

1960-65

1960-65

1943-611,

1963-64

1953-63

7-31-59 

2- 4-60

2-22-61

4-29-62

1963

3- 4-64

3- 5-65 

4-15-55

11-14-57 

2-22-61

4-29-62

1963

3- 2-64

3- 5-65

4- 1-61 

12-20-61

1963

 4-20-64

12-11-64

1960

1- 8-61

12-18-61

1963

3- 2-64

12-11-64

1- 6-^Oe 

3-18-61

12-18-61

11-29-62

4-24-64

12-11-64

8- 2-63

3- 2-64

6-19-61

1-29-62 

12-28-62

.20 

.02

.85

.08

b)

.77

.73 

.78

.91 

.63

.66

b)

.24

.20

10.79 

10.35

(b)

15.54

13.57

71.09

73.13

(b)

72.43

74.32

667.16 

69.86

70.96

65.46

71.15

71.65

11.49

12.83

11.13

8.15 

7.59

e 1,080 

e 650

-

1,260

.

790

980 

e 1,070

e 1,280 

2,020

2,080

-

1,120

1,350

:-

-

-

.

-

-

-

-,

-

3

-

-

1,320

1,890

-

I

* Also a low-flow partial-record station.

* Operated as a continuous-record gaging station.

a Revised.

b Peak stage did not reach bottom of gage.

c Approximately.

d Prom floodmark.

e Not previously published.

f Backwater from Table Rock Reservoir.

g Peak stage affected by rockflll at culvert entrance.

h Estimated.

1 Little or no flow during year.

J A higher peak may have occurred before gage was Installed.

k Backwater from temporary dam downstream.

m Revised; Includes Terrys Creek.

n Revised; Includes Pretty Creek.
iCdi SEEPAGE INVESTIGATIONS

J seep = gr j* iOw-flc* Investigation along & watercourse ia.cl.res discharge measurements or 

^ite^atljns jf .10 flow at selected sites In a given reach of the channel, plus measurements of 

i.ifio, ana d.ve.'sions . field commentary relative to observations, water samples and temperatures, 

&nc oii-er ^elsvant data Measuring sites are described to the extent that they may be used in suLseq d it t!. 1,estimations. Sometimes temporary recording installations are used to supplement records 

at regular gaging stations in the study of flow trends.

Field *ork proceeds from the most upstream measuring site. Hydrographers may alternate measurej.i.ts, or the mair reach may be subdivided ana one hydrographer assigned to each subreach, with 

overlap measurements made at joining points (these are listed together, the discharge above the 

line representing the last measurement of hydrographer working the upper reach).

Pesultfc of chemical analyses or other quality of Water data are published in Part 2 of the state 

r=oort, ana in separate water quality volumes of the water-supply paper series.

* In the tabulated results the indicated gains or losses may sometimes appear incompatible because 

of divrnal or other flow variations, or because of small inaccuracies in open-channel measurements. 

Trends in a given reach may vary with the seasons, or because of regulation. Successive investigations can serve tc delineate a progressive change.

MERAMEC RIVER BASIN 

Big River seepage investigation

t series of discharge measurements was made Sept. 6-8, 1961, in the Leadbelt mining area In Missouri, beginning at bridge on State Highway 8 and ending at a point near bridge un U.S. Highway 67. 

The investigation was made during a period of low flow to obtain information on gains and/or losses 

in the reach. The results of discharge measurements made are given in the following table:

Stream

Big River. ......

Do..... .....

Do ...........

Do ...........

Do. .........

Prying S cation

123-B.

Big River. ......

Lea-Jwood Slime

Pond.

Big River. ......

Do .... .....

Do ...........

Do....... ....

Tributary to

Meramec River

.... do .......

.... do .......

.... do .......

.... do .......

Big River. . . .

Meramec River

Big River . . .

Meramec River

.. . .do... ....

....do.......

.... do .......

Location

N-J-NWi sec. 6, T.56 N., R.4 E. , £ mne below bridge on

State Highway 8 and 1-J miles northwest of Frankclay.

On line between sees. 31 and 32, T.37 N., R.4 E., 2 miles

north of Franiclay.

S-JSWi sec. 32, T.37 N., R.4 E., 100 ft above Hayden Creek

and 1 mile north of Frankclay.

On line between sees. 32 and 33. T.37 N., R.4 E., J mile

northwest of Leadwood.

SjSWt sec. 33, T.37 N., R.4 E., J mile northwest of

Leadwood.

SjStfi sec. 33, T.37 N., R.4 E., \ mile north of Leadwood.

SW£SW£ sec. 27, T.37 H. , R.4 E., l£ miles north of Leadwood.

SjSEj sec. 33, T.37 N., K.4 E., at Leadwood.

NiNEjj sec. 3, T.36 N., R.4 E., at Baker Mine, \ mile

east of Leadwood.

Lat 37°52'30", long 90°33'4O", T.37 N. , R.4 -E., f mile

Lat 37°53'35", long 90°33 ' 20", 2 T.37 N., R.4 E., 2 miles

northwest of Desloge.

Lat 37°S3'3O", long 9O°31'35", T.37 N., R.5 E., Ij miles

above bridge on U.S. Highway 67 and 2 miles north of

Desloge.

Date

9-6-61

9-6-61

9-6-61

9-6-61

9-6-61

9-7-61

9-7-61

9-7-61

i-7-61

9-7-61

9-7-6]

9-6-61

9-S-61

Discharge 

fcfs)

15.4

14.9

1S.1

11.6

12.2

11.2

a .27

13.7

2.12

18 3

ie,3

24.1

24 3
MERAMEC RIVER, NORTH FORK HITTER, AND BRYANT CREEK BASINS SEEPAGE INVESTIGATIONS 1C

A series of discharge measurements was made during water year 1965 in connection with special 

studies In Meramec River, North Fork River, and Bryant Creek basins In Missouri. All m°asurements 

were made during periods when there was no surface runoff. The results of discharge measurements 

made are given In the following table:

Meramec River (continuousrecord gaging station 

7-0130). 

Whittenburg Creek. ........

Unnamed Spring. ........... 

Lick Creek. ...............

Unnamed Spring. ........... 

Unnamed Spring ............

O'POSSUT Hollow. ..........

Me^amec River ... .........

"o , ...................

Blue Spring Creek. ........ 

Brazil preek........ ......

Meramec River (continuous7-0145).

Unnamed tributary. ........ 

Hamilton Creek. ...........

Unnamed tributary. ........

Meramec River.... .........

Unnamed Spring. ...........

Unnamed Spring. ........... 

La Jolla Spring. .......... 

Meramec River. ............

North Fork River. ......... 

Hungry rreek. .............

North Fo--lc River. .........

Do ..................... 

Topaz Spring. ............. 

Clifty Creek.. ...... .....

NE-i sec. 21, T.38 N., R.4 W., at St. LouisSan Francisco Railway Co. bridge.

NEjSWji- sec. 22, T.38 N., R.4 W., about 600 ft

Lick Creek.

Lick Creek. 

NW£-SW£ sec. 12, T.38 H., R.4 W., 2 miles above 

Lick Creek. 

SEi-NE-i sec.l, T.38 N., R.4 W., 100 ft above 

mouth. 

SEiNWi sec. 6, T.38 N., R.4 W., 100 ft above 

mouth and J rnile below Lick Creek. 

NW-J-NEi sec. 8, T.38 N., R.3 W. , l£ miles above 

Avery Hollow. 

NEiNWj sec. 9, T.38 N. , R.3 W., 300 ft above

upstream from Onondaga Cave. 

SEj- sec. 25, T.39 H., R.3 W., 2 miles below 

Highway H. 

NWjSW^ sec. 30, T.39 N., R.2 W., 0.4 mile below

NWjNW-^ sec. 9, T.39 N., R.2 W. , 0.5 mile above

"Hog Trough" Low Water bridge. 

SW-^SEj sec. 5, T.39 N., R.2 W., at mouth 200 ft 

below "Hog Trough" Low Water bridge. 

SjS|- sec. 4, T.39 N., R.2 W., at mouth 0.8 mile 

below "Hog Trough" Low Water bridge. 

Lat 38°09'30", long 91°06'30", in SE-1-NElj sec, 35.

Side of Sappington Bridge, 3-J miles below

NE-^NW^ sec. 35, on left bank J mile below Sappington Bridge. 

NWljNEj sec. 25, T.40 N. , R.2 W., on right bank 

300 ft above mouth and $ mile above G-reen 

Cave. 

fffiiSEi sec. 24, T.40 N., R.2 W., \ mile below 

Hamilton Creek at Green Cave.

0.3 mile below Green Cave and £ mile above 

NW^NE-j sec. 13, T.40 H., R.2 W., j mile below

Park. 

SE^SEi sec. 12, T.40 H., R.2 W. , 15 ft from 

mouth and \ mile below Elm Spring branch. 

SEjNWi sec. 7, T.40 N., R.I W. , 15 ft above

mouth and ij- miles below Elm Spring branch.

Fisher Cave and 2 miles below Elm Spring 

branch. 

NWtNWij sec. 5, T.40 N,, R.I W., at mouth.

NWj-NEi sec.l, T.40 N., R.I W., below discharge pipes fi-om Meramec Caverns. 

SEjNWt sec. 31, T.41 N., R.I W., 1 mile below

North Fork River basin

W^ sec. 7, T.27 N., R.ll W., at ford on County 

Highway EE at Ann, Douglas County. 

Nj sec. 17, T.27 N., R.ll W., at ford on county 

highway, 1| miles southeast of Ann, Douglas 

County. 

E| sec. 32, T.27 N., R.ll w. , at ford on county 

highway, 2J miles northeast of Topaz, 

Douglas County. 

Ej sec. 12, T.26 N., R.12 W., at ford on county 

highway at Topaz, Douglas County. 

EJ sec. 12, T.26 N., R.12 W,, at Topaz, Douglas 

County. 

EJ sec. 14, T.26 N., R.12 W., at ford on county 

highway, li miles southwest of Topaz, 

Douglas County.

discharge

Hair stem

99. n

173

182

-

190

-

188

201

0

2.26 

11,1

, in cfs

Tributary

0.4K

3,83 

.16 

1.29 

.40 

1.26 

SO. 2

0

1,43

.259 

a ,04

.01 

. 72

.08 

1.68

1.0

3.66

0

...

8-12-R5

S-l'-^S

8-12-155 

6-12-P5 

6-12-SE

P-12-'S 

8-12-6E

8-12-6^ 

8-12-65

e-ig-fE

B-J-NSS 

8-12-65

8-13 65

8-13-65

8-12-65

S-l'-SR

8-15-»E 

8-13-eF

10-21-64

10-21-64

10-21-64 

10-21-64 

1C -21- 6*
MERAMEC RIVER, NORTH PORK RIVER, AND BRYANT CREEK BASINS SEEPAGE INVESTIGATIONS

North Pork River basin--Continued

Indian Creek. ............. 

North Fork River. .........

Spring Creek. ............. 

North Fork River. .........

Blue Spring. .............. 

North Fork River. .........

Do.....................

Do .....................

Wilder Spring. ............

Althea Spring. ............

North Fork River 

(continuous-record 

gaging station 7-0575).

N£ sec. 3, T.26 N., R.ll W., at bridge on County 

Highway HH, 4 miles northeast of Topaz, Douglas County. 

Sj sec. 31, T.26 N. , R.ll W., at ford on county 

highway, 4j miles south of Topaz, Douglas 

County.

Highway 14 at Twin Bridges, Douglas County.

highway, 1 mile north of Noblett Lake, Douglas 

County. 

SW£ sec. 27, T.25 N. , R.ll W., at bridge on State 

Highway 14 at Twin Bridges, Douglas County. 

NE£ sec. 15, T.24 N., R.ll W., at bridge on 

county highway, 4 miles southeast of Dora, 

Ozark, County. 

EJ sec. 15, T.24 N., R.ll W. , 4 miles southeast 

of Dora, Ozark County. 

On line between sees. 28 and 29, T.24 N., R.ll W., 

600 ft above Double Spring and 4 miles southeast of 'Dora, Ozark County.

300 ft above Double Spring and 4 miles southeast of Dora.

300 ft below Double Spring. 

NEj sec. 24, T.23 N., R.12 W. , at ford on county

highway, 4 miles southeast of Sycamore, Ozark 

County. 

Nj sec. 14, T.23 If. , R.ll W., on Kelly-WLlder 

ranch, 5 miles north of Elijah, Ozark County.

highway, 5j miles southeast of Sycamore, 

Ozark County. 

NE£ sec. 24, T.23 N., R.12 W. , 5 miles northeast 

of Tecumseh, Ozark County. 

NE^SEi sec. 35, T.23 N., R.12 W., 3i miles northeast of Tecumseh, Ozark County.

Discharg

Main stem

26.7 

30.6

59.3

75.9 

144

191

198

236 

234

236

5, in cfs

Tributary

1.00

19.0 

11.5

8.51 

14.0

16.2

a

10-21-64 

10-21-64 

10-21-64

10-21-64 

10-22-64

11- 6-64 

11-16-64

11-16-64

11-16-64

10-22-64

11-16-64 

10-22-64

11- 6-64

10-22-64 

11- 6-64 

11-16-64

Bryant Creek basin

Do.....................

Do.....................

Bryant Creek. ............. 

Dry Creek. ................ 

Bryant Creek .............. 

Hunter Creek. .............

Bryant Creek. ............. 

Fox Creek. ................

Brlxey Creek. .............

Frail Creek... ............ 

Bollinger Creek. ..........

Bryant Creek. ............. 

Caney Creek. ..............

Bryant Creek (continuousrecord gaging station 

7-0580).

at ford on county highway, 1J miles southeast 

of Cedar Gap, Wrlght County. 

Center sec.l, T.27 If. , R.16 W., at bridge on

County Highway F, 3 miles northwest of Bryant, 

Douglas County. 

NW£ sec. 17, T.27 N., R.15 W., at bridge on State 

Highway 5 at Bryant, Douglas County.

highway, 3 miles southeast of Bryant, Douglas 

County.

highway, 4 miles southeast of Bryant, Douglas 

County. 

SW£ sec. 19, T.27 If., R.14 W., at bridge on 

County Highway U, 5 miles southeast of Bryant, 

Douglas County. 

Nj sec. 30, T.27 N., R.14 W., at ford on county 

highway, 5j miles southeast of Bryant, Douglas County. 

NE£ sec. 7, T.26 If., R.14 W. , at bridge on 

County Highway F, 2i miles northwest of Vera 

Cruz, Douglas County. 

Sj sec. 20, T.36 If., R.14 W., at ford on County 

Highway AB at Vera Cruz, Douglas County.

highway at Vera Cruz, Douglas County.

Highway 14, 2 miles southwest of Evans, Douglas County.

highway, 3^ miles southwest of Evans, Douglas 

County. 

IfJ sec. 29, T.25 If., R.13 W. , at ford on county 

highway, 1 mile southwest of Bertha, Douglas 

County. 

SWj sec. 21, T.25 N., R.13 W., at ford on county 

highway, ± mile southeast of Bertha, Douglas 

County.

County Highway N at Rockbridge, Ozark County. 

Sj sec. 4, T.24 N., R.13 W., at ford on county 

highway, 1 mile southeast of Rockbridge, 

Ozark County. 

WJ sec.l, T.24 If., R.13 W., at ford on county

highway, 3 miles east of Rockbridge, Ozark 

County. 

Ei sec. 9, T.24 If., R.12 tf., at ford on county 

highway, 3J miles west of Dora, Ozark County. 

SEi sec. 21, T.24 N., R.12 W., at ford on county 

highway, 2 miles southwest of Toccoa, Ozark 

County. 

Sj sec. 34, T.23 N., R.12 W., 200 ft below Hodgson Mill Spring and 500 ft below ford on 

County Highway B at Sycamore, Ozark County. 

Ej sec. 30, T.23 N., R.12 W., at ford on county 

highway, 1 mile southwest of Luna, Ozark 

County. 

EJ sec. 32, T.23 N. , R.12 W., 3 miles northwest 

of Tecumseh, Ozark County.

0

1.22 

6.03

0

0

24.0

33.6

-

104 

123

-

0

0 

16.5

1.40 

19.3

.10 

4.80

0 

0

0

10-19-64

10-19-64

10-19-64 

10-19-64

10-19-64

10-19-64 

10-19-64 

10-19-64 

10-19-64

10-20-64

10-20-64 

10-20-64 

10-20-64

10-20-64 

10-20-64

10-20-64 

10-20-64

10-20-64 

10-20-64 

10-20-64

a Field estimate.
DISCHARGE MEASUREMENTS OP SPRINGS IN LOWER MISSISSIPPI RIVER BASIN 1095

Results of discharge measurements for the water years 1964-65, which are obtained at select 

springs In Missouri, are listed In the following table:

Spring Tributary to Location Period 

of 

record

Measurements

Date Discharge 

(cfs)

Meramec River basin

Hopewell

Spring.

Kratz Spring.

Meramec 

Spring.

Big River. ....

Spring Creek. .

Meramec River.

NEiKEi sec. 33, T.37 N., R.3 E., 5| miles

southeast of Potosi, Washington County.

»i sec. 4, T.41 N., R.2 W., 5 miles west

of Stanton, Franklin County.

NWi-SEi sec.l, T.37 N. , R.6 W., 6 miles 

southeast of St. James, Phelps County.

1942,

1964-65

1925,

1936,

1964-65

1922-30, 

1933-34, 

1939-40,

1946,

1953-55,

1957,

1961,

1964-65

11-21-63

7-15-64

8-19-64

8-26-64

9-17-64

10-15-64

11-30-64

1- 6-65

1-11-65

2- 5-65

2-25-65

3-16-65

4-12-65

5-18-65

6- 4-65

6-28-65

7-28-65

8-23-65

8-25-65

12-10-63

7-17-64

8-21-64

8-24-64

9-17-64

10-16-64

11-24-64

1- 6-65

1-11-65

2- 5-65

2-18-65

3-16-65

4-12-65

5-19-65

6-14-65

6-29-65

7-26-65

8-24-65

8-25-65

3- 6-61 

1-21-64 

4-24-64

5-22-64

6-30- 64

8-27-64

9-15-64

10- 6-64

11-24-64

2- 5-65

4-12-65

5- 3-65

6-14-65

8-25-65

0.52

.71

.51

.59

.46

.52

.74

.50

.46

.50

.53

.74

1.13

.53

.51

.54

.50

.42

.40

10.9

16.3

13.9

13.4

12.5

11.3

12.0

13.5

14.1

11.1

12.8

17.9

29.3

15.9

12.9

11.4

16.6

12.3

13.6

349 

66.4 

184

96.8

78.3

67.4

82.4

63.7

64.6

58.6

157

84.0

87.5

86.4

White River basin

Roaring River

Spring.

Jones Spring.

Double 

Spring.

Markham

Spring.

Roaring River.

Pier son Creek.

North Fork 

River. ......

Black River. . .

SEiNEj sec. 27, T.22 N., R.27 W., at Roaring River State Park, 7 miles south of

Cassville, Barry County.

NEi sec. 27, T.29 N., R.21 W., 4 miles east

of Springfield, Greene County.

NEitffi£ sec. 32, T.24 N., R.ll W., 6 miles 

south of Dora, Ozark County.

SW4-NV£ sec. 23, T.27 N., R.4 E. , 3 miles

west of Williamsvllle, Wayne County.

1923,

1933-38,

1942,

1964-65

1964-65

1924-25, 

1934,

1936,

1942,

1964-65

1925,

1933-34,

1936,

1964-65

10-31-63

2-11-64

7- 8-64

8-13-64

10- 8-64

11-11-64

12- 2-64

2- 3-65

4- 6-65

6- 8-65

8-19-65

8-27-64

10-29-64

12- 3-64

2- 2-65

4- 6-65

6- 7-65

8-18-65

4-14-84 

5-19-64

6-23-64

8- 3-64

9- 9-64

10- 8-64

11- 5-64

11-16-64

12- 2-64

2- 3-65

4- 7-65

6- 9-65

8-19-65

1-24-64

8-26-64

10- 9-64

11- 4-64

11-30-64

2- 4-65

4- 9-65

6-10-65

8-24-65

8.04

9.17

22.6

16.6

11.9

12.6

15.5

16.0

177

33.2

17.4

1.60

1.49

1.46

1.34

a 12

1.73

1.32

202 

140

130

76.3

56.1

68.5

56.6

47.0

54.9

64.6

232

170

111

7.78

6.90

7.24

9.06

6.92

7.11

10.2

8.66

6.82
DISCHARGE MEASUREMENTS OF SPRINGS IN LOWER MISSISSIPPI RIVER BASIN Continued

Spring Tributary to Location Period 

record

Measurements

Date Discharge 

(cfs)

sin Continued

Alley Spring.

Montauk

Spring.

Round Spring.

Hodgson Mill

Spring.

Blue Spring.

Mill Spring.

Jacks Fork....

Current River.

.... do ........

Bryant Creek.

Current River.

Black River..,

SE^ sec. 25, T.29 N., R.5 W. , 5 miles west

of Eminence, Shanron County.

SEj sec. 22, T.32 N., R.7 W., at Montauk

State Park, Dent County.

NW£ sec. 20, T.30 N. , R.4 W. , at Rounrt

Spring State Park, Shannon c ounty.

Sj sec. 34, T.24 N. , E.12 W., i mile northeast if Sycamore Csark County.

"I¥j sec. 21, T.29 N., R.2 W. , 1C miles east

of Eminence, Shannon Courty.

NW£ sec. 36, T.28 H., R.3 E., at Mill

Spring, Wayne County.

1922,

1925,

1929-41,

1954-55,

1964-65

1924,

1933-34,

1936,

1939,

1942,

1956,

1964-65

1923-25,

1929-40,

1948.

1954,

1956,

1964-65

1926,

1933-34,

1936,

1923-24,

1933,

1936,

1941-42,

196E

1923,

1925-56,

1932,

1934,

1936,

1965

10-26-63

6-25-64

8- 6-64

10-14-64

11- 2-64

12- 1-64

2- 4-65

4- 9-65

4-28-65

6-10-65

7-15-65

8-23-65

9-10-64

2- 1-65

4- 5-65

4-26-65

6-11-65

7-15-65

8-23-65

10-26-63

4-24-64

5-21-64

6-26-64

8- 6-64

9-11-64

10-14-64

11- 2-64

12- 1-64

2- 4-65

4- 9-65

4-28-65

6-11-65

7-15-65

8-23-65

12- 4-64

6- 9-65

8-19-65

10-14-64

11- 2-64

12- 1-64

6-10-65

8-24-65

12- 3-64

8-24-65

70.3

85.7

72.9

61.8

67.0

64.4

55.2

324

127

85.8

57.5

81,5

45.6

46.1

109

86.0

78.1

48.9

43.1

17.5

92.9

36.1

23.6

20.3

8.3

8.2

6.9

6.7

6.3

157

29.4

28. 2

21.0

14.7

43.5

39.2

31.9

73.1

73.5

78. :

202

73.6

10.4

10.0

Field estimate.
INDEX

Acre-foot, definition of............... 2

Alamo, Tenn., Middle Fork Forked Deer

River near....................... 92-94

Alex, Okla., Washita River at.......... 576

Alexandria, La., Red River at.........795-797

Amite River, near Darlington, La...... 958-960

near Denham Springs, La............. 973-975

Anadarko, Okla., Washita River at.....567-568

Annapolis, Mo., Black River near .....213-215

Antoine River at Antoine, Ark ...... 820 822

Apple Creek basin crest-stage

partial-record stations in....... 1071

low-flow partial-record stations in.. 10S9 

Aquilla. Ho., Castor River at,.... ...129-131

Arapaho, Okla., Barnitz Creek near.... 553-555

Arcadia, La., Sugar Creek tributary

near........................ ...857-859

Archer City, Tex., Lake Kickapoo

near............................. 491

Arkabutla, Miss. , Arkabutla Reservoir

near............ ............... 329-331

Coldwater River near.............. .332-334

Arkabutla Reservoir near Arkabutla,

Miss, ....... ....323-331.332' 345,356-358

Arnaudville, La., Bayou Tecrie at.,. 1013-1015 

Arthur City, Tex., Red River at.. ....615-617

Baptist, La., Natalbany River at...... 955-957

Bardley, Mo., Eleven Point River

near............................^59-261

Barnitz Creek near Arapaho, Okla......553-555

Baton Rouge, La., Ward Creek at.......976-978

Bayou Bartholomew, near Beekman, La...850-853

near Jones, La. .844-846

near McGehee, Ark...................841-84S

Bayou Baton Rouge basin, crest-stage

partial-record stations in....... lOSd

low-flow partial-record stations

in....... ........ .... .....1065-1066

Bayou Bourbeau at Shutest^n, -La. .... 1020-1022

Bayou Carencrc near Sunset La ..

Bayou Cocodrie near Clearwa*er, La lOOi

Bayou Courtableau ai Washington

La.... ... .. ...

Bayou D 1 Arbonne near Dutauh, La

Bayou de L^utre near Laran ia , . ..854 85o

Bayou des Glaises diversion channel

at Moi-eaaville , La. .......

Bayou Dor cheat, near 'linden

Beaver Creek (tributary tc Wichita

River) near Electra, Tex.. .....482-484

Beaver Reservoir near Eureka Springs,

Ark......... ................... 163-164

Beebe, Ark., Cypress Bayoa near.......294-296

Beekman, La., Bayou Bartholomew near..850-853 

Chemin-a-Haut Bayou near............847-849

Belzoni, Okla., Kiamiahi River near...621-623 

Benjamin, Tex., South Forfc Wichita

Benton, La., Cypress Bayou near....... 734-739

Berlin, Okla., Sandstone Creek near...524-526 

Berryviile. Ark., Kings River near.... 166-168

Big Creek (tributary to Cache River)

near Moro, Ark,.................301-303

Big Creek (tributary to Current River)

near Yukon, Mo..................228-230

Big Black River, at Pickens, Miss.....368-370

near Bovina, Miss...................371-373

Big Black Hiver basin, crest-stage

partial-record stations in....... 1078

gaging-station records in.. , .,..368-373 

low-flow partial-record stations

in........................... 1041-1042

Big Oolewa Bayou near Oak Grove, La...885-887 

Big Creek at Pollock. La.............. 925-927

Big River, at ByrndSVille, Mo.......... 41-43

near De Soto, Mo..................... 38-40

seepage investigation................ 1092

Big Spring near Van Buren, Mo.........240-242

Black Bayou (tributary to New River)

near Duplessis, La............... 979

Black Bayou (tributary to Twelvemile

Bayou) near Gilliam, La.........703-706

Black River, at Black Rock, Ark.......265-267

at Leeper, Mo.......................219-221

at Pocahontas, ftrk.................. 247-249

at Poplar Bluff. Mo................. 222-224

Eact Fork, at Lesterville, Mo....... 210-212

near Annapolis, Mo. ................213-215

near Corning, Ark...................225-227

1019'Black Rock Ark., Black River at...... 265-267

1003|Blue Bearer CreeK near Cache, Okla..... 459

Blue River uear Blue, Okla............ 595-597

Bodi au Bayou near S&i epta, La......... 728-733

Bodcau CreeK at Stamps, Ark...........785-727

Boeuf River. near Arkansas-Louisiana

State line......................879-881

J07-1.-U near Gira^d, La.....................882-884

722-724,Bogota, Tex., Cuthand Creek near......668-669

hear Springhill, Le,. . ....... ..716-718|Boggy Bayou near Ke.ithvi.lle, La.......747-749

Bayou du Chien near Clinton, Ky.... ... 71 73:Boggy Creek near Daingerfield, Tex....688-690

La.,. ,.,7b9-761'Bois d'Are Jreek near Randolph, Tex...598-599 

near iBoli;ar, Tenn,, Hatchie River at....... 95-97

Bayou Dupont near Hobeline 

subwatersheds Nos. 2 and

Marthaville. La...... ..753- /b5 ,756- /58

Bayou Funny Louis near Trout, La...... 922-924

Bayou Lafourche (Mississippi rtiver

Delta), at Donaldsonville, L& , 98L J85 

at Golden Meadow, La..... . ,. . . .986-989

Bayou Lafourche (Red River basin) [.ear

Crew Lake, La.......... .... . d88-biO

Bayou Macon, near Delhi La........... 902-904

near Kilbourne, La..................897-899JBVewers Creek near Ironton, Mo

Bayou Na Bonchasse near Mansfield, Brlee, Tex., Prairie Dog Town Fork

Bourbeuse River, at Union, Mo.......... 35-37

near St. James, Mo................... 26-28

near Spring Bluff, Mo................ 32-34

vina, Miss. Big Black River

near....... ....................371-373

a.iEJn, Mo, Table Rock Reservoir

near............................175-177

White River near..................'. .178-180

.... 109

La. ............................. 75C 752

Bayou Pierre near Willows Miss. ..... .374-376

Bayou Pierre basin, crest- stage

partial-record stations ir........ 107 ti

gaging- station records in. ,.,. ...,374-378

low-flow partial-record stations in.. 1042 

Bayou Sara basin, crest-stage partialrecord stations in .. ....... ... IGbS

low-flow partial-record stations 

in. ............... ........

Bayou Teche, at Arnaudviile, La., 

at Keystone Lock, near- St

Martinv^lle la . ......

Beaver Creek (tiityutaij to CrooKt:

Creek) at Huntingdon Tenn. 

Leaver Creek (tributary to had Rl\

1064-11)65 

1013-1015

74 75

Red River near..................395-396

truce, Miss., Skuna River at..........344-346

Bryant Creek near Tecuraseh, Mo........ 198-200

Bryant Creek basin, seepage investigations. ......................... 1094

Buck Bayou, tributary at Murphy Pond

near Epps, La................... 900-901

Buffalo River (tributary to Mississippi River) near Woodville, 

Miss............................388-390

Bufictlo River (tributary to White

River), near Rush, Ark........... 190-192

n-di- St. Joe", Ai-k, .................. 187-189

b 11 SLoalL Reservoir near Flippin,

Ark,. ... ......................181-183

_. ....rnett, Tex. , Red River near. .... .453-455

near Waurilca, Okla-. ....... .. . Ih8--. 9C |Burni/vllle , Okla., Walnut Bayou near. 506-507

1097
1098 INDEX

Byrds 1 Mill Spring near Fittstown, Okla......................609-611

Byrnesville, Mo., Big River at......... 41-43

Cache Creek near Walters, Okla........456-458

Cache, Okla., Blue Beaver Creek

near............................. 459

Cache River at Egypt, Ark.............. 300

Calhoun City, Miss., Yalobusha River

at..............................341-343

Calico Rock Ark., White River at.....207-209

Cane Creek (Yazoo River basin) near

New Albany, Miss................304-306

Cane Creek (Hatchie River basin) at

Ripley, Tenn.................... 98-99

Caney, Okla., Clear Boggy Creek near..612-614 

Carl, Okla., Elm Fork of North Fork

Red River near..................433-435

Carnegie, Okla., Washita River at.....559-561

Carter, Okla., North Fork Red River

near............................426-427

Castor Creek near Grayson, La.........905-907

Castor River (St. Francis River basin)

at Aquilla, Mo. ................. 129-131

Castor River (Headwater diversion

channel basin) at Zalma, Mo...... 53-55

Cfs-day, definition of................. 2

Chase, La., Turkey Creek tributary

at.............................. 891-893

Chemin-a-Haut Bayou near Beekman,

La.............................. 847-849

Chester, 111., Mississippi River at.... 47-52

Cheyenne, Okla., Sandstone Creek

near............................ 543-545

Sandstone Creek subwatersheds

Nos. 14, 16, 16A, 17, and 22 near

547-548,520,517-519,514-516,521-523,546 

Washita River near.................. 511-513

Chickasaw Creek near Stringtown,

Okla............................600-602

Childress, Tex., Pease River near.....448-449

Prairie Dog Town Fork Red River

near............................. 399

Clarence, La., Saline Bayou........... 768-773

Clarendon, Tex., Salt Fork Red River

near............................ 409-411

Clarks Creek near Pattison, Miss..... .377-378

Clarksville, Tex., Pecan Bayou near...624-626 

Clear Boggy Creek near Caney, Okla....612-614

Clear Creek near Oxford, Miss.........310-313

Clearwater, La., Bayou Cocodrie

near.......................... 1001-1003

Clearwater Reservoir near Piedmont,

Mo.............................. 216-218

Clinton, Ark. , South Fork LiJ;tie Red

River at........................ 283-285

South Fork Little Red River near....286-287

Clinton, Ky., Bayou du Chien near...... 71-73

Clinton, Okla., Washita River near....556-558

Cobb Creek near Fort Cobb, Okla.......564-566

Cold Creek basin, low-flow

partial-record stations in...... 1030

Coldwater River at Arkabutla Dam.near

Arkabutla, Miss................. 332-334

Coles Creek near Fayette, Miss........379-380

Coles Creek basin, low-flow

partial-record stations in.... 1042-1043

Comite River, near Comite , La.......... 967-972

near Olive Branch, La...............961-963

Contents, definition of................ 2

Control, definition of................. 2

Cooper, Tex., North Sulphur River

near............................662-664

South Sulphur River near............659-661

Cooperation, record of................. 1

Cornie Bayou near Three Creeks,

Ark.............................862-864

Corning, Ark., Black River near.......225-227

Cossatot River near DeQueen, Ark......648-650

Courtney, Okla., Mud Creek near.......503-505

Coushatta, La., Grand Bayou near...... 765-767

Crew Lake, La., Bayou Lafourche near..888-890 

Cubic feet per second per square

mile, definition of.............. 2

Cubic foot per second, definition of... 2 

Current River, at Doniphan, Mo......... 243-245

at Van Buren, Mo....................237-239

near Eminence, Mo...................234-236

Page 

Cuthand Creek near Bogata, Tex........ 668-669

Cypress Bayou (Red River basin) near

Benton, La......................734-739

Cypress Bayou (White River basin) near

Beebe, Ark......................294-296

Cypress Creek near Pittsburgh, Tex....686-687

Daingerfield, Tex., Boggy Creek near..688-690 

Ellison Creek Reservoir near......... 691

Darlington, La., Araite River near.....958-960

Data, accuracy of...................... 6

Explanation of....................... 3-6

Other available...................... 6

De Soto, Mo. , Big River near........... 38-40

De Vails Bluff, Ark., White River at..297-299 

Deep Red Run near Randlett, Okla......460-462

Delhi, La., Bayou Macon near..........902-904

Denham Springs, La., Amite River

near............................ 973-975

Denison, Tex., Lake Texoma near.......589-591

Red River near......................592-594

DeQueen, Ark., Cossatot River near....648-650

Dierks, Ark., Saline River near.......651-653

Discharge, definition of............... 2

Dixie, La., Twelvemile Bayou near.....707-712

Donaldsonville, La., Bayou Lafourche

at.........;....................980-985

Doniphan, Mo., Current River at.......243-245

Dougherty, Okla., Rock Creek at.......583-585

Drainage area, definition of........... 2

Dubach, La., Bayou D'Arbonne near.....860-861

Dugdemona River, near Jonesboro, La...911-915 

near Winnfield, La..................916-918

Duncan, Okla., Little Beaver Creek

near............................485-487

Duplessis, La., Black Bayou near....... 979

Durwood, Okla., Washita River near....586-588

Dyer Creek near Hot Wells, La......... 790-794

Eagletown, Okla., Mountain Fork

near............................ 639-641

Eddiceton, Miss., Homochitto River

at..............................381-383

Egypt, Ark., Cache River at............ 300

Eldorado, Okla., Lebos Creek near.....406-408

Electra, Tex., Beaver Creek near......479-481

Eleven Point River, near Bardley, Mo..259-261 

near Ravenden Springs, Ark..........262-264

near Thomasville, Mo................253-255

Elk City, Okla., East Branch Sandstone Creek near................540-542

Sandstone Creek subwatersheds Nos. 3, 

5, 6, 9, and 10A near............

536-537,533-535,530-532 ,538-539,527-529 

Elk Creek near Hobart, Okla...........438-440

Ellison Creek Reservoir near Daingerfield, Tex....................... 691

Eminence, Mo., Current River near.....234-236

Jacks Fork at.......................231-233

Enid, Miss., Enid Reservoir near......323-325

Yocona River near...................326-328

Enid Reservoir near Enid, Miss.

323-325,326-328,338-340,356-358 

Epps, La., Buck Bayou tributary near..900-901 

Etta, Miss., Tallahatchie River at....307-309

Eureka, Mo., Meramec River near........ 44-46

Eureka Springs, Ark., Beaver Reservoir

near............................163-164

White River near..................... 165

Evening Shade, Ark., Piney Fork

at 271-273 

Strawberry River near............... 268-270

Farmerville, La., Lake D'Arbonne at.... 872 

Farris, Okla., Muddy Boggy Creek

near............................606-608

Fayette, Miss., -Coles Creek near......379-380

Fayetteville, Ark., White River near..156-157 

Fittstown, Okla., Byrds 1 Mill Spring

near............................609-611

Flat Lick Bayou near Leton, La........ 719-721

Flippin, Ark. , Bull Shoals Reservoir

near............................ 181-183

White River near.................... 184-186

Floods, special reports on............. 8

Folsom, La., Tchefuncta River

near............................ 937-939

Fordyce, Ark., Moro Creek near........826-828
INDEX 1099

Page 

Forked Deer River, Middle Pork,

near Alamo, Tenn................. 92-94

North Pork, at Trenton, Tenn......... 89-91

South Pork,at Jackson, Tenn ......... 86-88

Fort Cobb, Okla., Cobb Creek near.....564-566

Port Cobb Reservoir near............562-563

Fort Cobb Reservoir near Port Cobb,

Okla............................562-563

Foss, Okla., Foss Reservoir near....... 549

Washita River near..................550-552

Foss Reservoir near Foss, Okla......... 549

Pourche River above Pocahontas, Ark.... S46

Frazier Creek near Linden, Tex......... 699

Fredericktown, Mo., Little St. Francis

River at......................... 110

Fulton, Ark., Red River at............656-658

Gaging station, definition of........... 2

Gainesville, Tex., Red River near.....508-510

Galena, Mo., James River at...........172-174

Garrett Creek at Jonesboro, La........908-910

Gilliam, La., Black Bayou near........703-706

Girard, La., Boeuf River near.........882-884

Glenmora, La., Spring Creek near.....995-1000

Glover Creek near Glover, Okla........633-635

Golden Meadow, La., Bayou Lafourche

at.............................. 986-989

Gracemont, Okla., Sugar Creek near....569-571

Grand Bayou near Coushatta, La........765-767

Gravois Creek basin, low-flow

partial-record stations in....... 1027

Grayson, La., Castor Creek near....... 905-907

Green Acre Branch near Rolla, Mo....... 17-19

Greenfield, Tenn., South Pork Ob ion

River near....................... 76-78

Greenland, Ark., West Fork White

River at........................ 153-155

Greenwood, La., Paw Paw Bayou near....683-685

Greenwood, Miss., Yazoo River at......356-358

Greer Spring at Greer, Mo.............256-258

Greers Ferry Reservoir near Heber

Springs, Ark.................... 288-290

Grenada, Miss., Grenada Reservoir

near............................347-349

Yalobusha River near................ 350-352

Grenada Reservoir near Grenada,

Miss............347-349,350-352 ,356-358

Groesbeck Creek at State Highway 283,

near Quanah, Tex................403-405

Hatchie River at Bolivar, Tenn......... 95-97

Hatchie River basin, gaging-station

records in.................... i.. 95-99

low-flow partial-record stations

in............................ 1030-1031

Headrick, Okla., North Fork Red River

near............................ 441-443

Headwater diversion channel basin, 

crest-stage partial-record 

stations in.................'..... 1071

low-flow partial-record stations in.. 1029 

Heber Springs, Ark., Greers Ferry

Reservoir near..................288-290

Little Red River near............... 291-293

Hemphill Creek near Hot Wells, La.....787-789

Henrietta, Tex., East Fork Little

Wichita River near..............495-496

Little Wichita River near...........492-494

Hindsville, Ark., War Eagle Creek

near............................ 158-160

Hobart, Okla., Elk Creek near.........438-440

Holden, La., Tickfaw River at.........949-954

Homochitto River, at Eddiceton, Miss..381-383 

at Rosetta, Miss .................... 384-387

Homochitto River basin, crest-stage

partial-record stations in....... 1079

gaging-station records in...........381-387

low-flow partial-record stations in.. 1043 

Horatio, Ark., Little River near......645-647

Horsepen Creek near Provencal, La.....783-786

Hosston, La., Kelly Bayou near........700-702

Red River near......................677-682

Hot Springs, Ark. , Lake Hamilton near.. 807 

Lake Ouachita near.................. 804-806

Hot Wells, La., Dyer Creek near....... 790-794

Hemphill Creek near................. 787-789

Page 

Huntingdon, Tenn., Beaver Creek

at............................... 74-75

Hurricane Creek near Sheridan, Ark....832-834

Hydrologic bench-mark station,

definition of.................... 2

Idabel, Okla., Little River near......636-638

Index , Ark., Red River at.............627-629

Iraboden, Ark., Spring River at........250-252

Ironton, Mo., Brewers Creek near....... 109

Jacks Fork at Eminence, Mo............231-233

Jackson, Tenn., South Pork Forked

Deer River at.................... 86-88

James River, at Galena, Mo............172-174

near Springfield, Mo................ 169-171

Jefferson, Tex., Little Cypress

Creek near......................697-698

Lake Qi the Pines near..............692-694

Joachim Creek basin, low-flow

partial-record stations in....... 1028

Jones, La., Bayou Bartholomew

near............................ 844-846

Jones Mills, Ark., Lake Catherine at... 807 

Jonesboro, La., Dugdemona River

near............................911-915

Garrett Creek at....................908-910

Keithville, La., Boggy Bayou near.....747-749

Kelly Bayou near Hosston, La..........700-702

Kelton, Tex., Sweetwater Creek

near............................423-425

Kennett, Mo., Little River ditches 1,

66, 66A, 81, 251, and 259 near

123-125,138-143,120-122,135-137,144-146 

Kiamichi River near Belzoni, Okla.....621-623

Kilbourne, La., Bayou Macon near......897-899

Kings River near Berryville, Ark...... 166-168

Kisatchle, La., Little Sandy Creek

at.............................. 780-782

Krotz Springs, La., Atchafalaya

River at........................ 990-994

Lake Altus at Lugert, Okla............428-430

Lake Catherine at Jones Mills, Ark..... 807

Lake D 1 Arbonne at Parmerville, La...... 872

Lake Greeson near Murfreesboro,

Ark............................. 811-813

Lake Hamilton near Hot Springs, Ark.... 807

Lake Kemp near Mabelle, Tex............ 475

Lake Kickapoo near Archer City, Tex.... 491

Lake 0' the Pines near Jefferson,

Tex............................. .692-694

Lake Ouachita near Hot Springs, Ark...804-806 

Lake Texoma near Denison, Tex......... 589-591

Lakes and reservoirs:

Altus, Lake, at Lugert, Okla........428-430

Arkabutla Reservoir near Arkabutla,

Miss............329-331,332-340,356-358

Beaver Reservoir near Eureka Springs,

Ark.............................163-164

Bull Shoals Reservoir near Plippin,

Ark............................. 181-183

Catherine, Lake, at Jones Mills,

Ark.............................. 807

Clearwater Reservoir near Piedmont,

Mo..............................216-218

D 1 Arbonne, Lake, at Parmerville, La.. 872 

Ellison Creek Reservoir near

Daingerfield, Tex................ 691

Enid Reservoir near Enid, Miss.

323-325,326-328,338-340,356-358 

Fort Cobb Reservoir near Fort Cobb,

Okla............................ 562-563

Foss Reservoir near Poss, Okla....... 549

Greers Ferry Reservoir near Heber

Springs, Ark....................288-290

Greeson, Lake, near Murfreesboro,

Ark.............................811-813

Grenada Reservoir near Grenada,

Miss............ 347-349,350-352,356-358

Hamilton, Lake, near Hot Springs,

Ark.............................. 807

Kemp, Lake, near Mabelle, Tex........ 475

Kickapoo, Lake, near Archer City,

Tex.............................. 491
1100 INDEX

. RO-3 ?06

Lakes and reservoirs--Continued 

Lake O'the Pines near Jeffer^ 1"-

Tex.................. .....

Norfork Reservoir- near Nor^ork

Ark....................

Ouachita, Lake, near Hot JL-M^B

Ark............. .........

Sardis Reservoir near Sardis,

Miss....314-316,317-319,338-340,356-358 

Table Rock Reservoir near Branson,

Mo..............................175-177

Texarkana Reservoir near Texarkana,

Tex........................... .673-676

Texoma, Lake, near Denison, Tex.....589-591

Wappapello Reservoir at Wappapellc,

Mo..............................114-116

Lakeview, Tex., Prairie Dog Town Fork

Red River near..................397-398

Lambert, Miss., Tallahatchie River

near............................ 335-337

Lanes Pork near Holla, Mo.............. 29-31

Laran, La., Bayou de Loutre near......854-856

Lebos Creek near Eldorado, Okla.......406-408

Leeper, Mo., Black River at,..........219-221

Lesterville, Mo., East Pork Black

River at........................210-212

Leton, La., Plat Lick Bayou near...... 719-721

Lilbourn, Mo., Little River ditch 251

near............................126-128

Lillie, La., Little Corney Bayou

near............................ 869-871

Linden, Tex., Prazier Creek near....... 699

Little Beaver Creek near Duncan,

Okla............................485-487

Little Corney Bayou near Lillie, La...869-871 

Little Cypress Creek,near Jefferson,

Tex.............................697-698

near Ore City, Tex..................695-696

Little Missouri River near Murfreesboro, Ark.......................814-816

Little Red River, Middle Pork, at

Shirley, Ark....................280-282

near Heber Springs, Ark............. 291-293

South Pork, at Clinton, Ark.........283-285

near Clinton, Ark................. 286-287

Little Redwood Creek tributary at Joe

Howell Pond, near Wilson, La.... 964-966 

Little River (tributary to Ouachita

River) near Rochelle, La........ 919-921

Little River (tributary to Red River)

below Lukfata Creek, near

Idabel, Okla....................636-638

near Horatio, Ark...................645-647

near Wright City, Okla..............630-632

Little River ditch 1 (tributary to

Little River ditch 251) near

Morehouse, Mo................... 132-134

Little River ditches 1 and 81 (tributary to Right Hand Chute of

Little River) near Kennett,

Mo......................123-125,120-122

Little River ditch 251 (tributary to

Little River ditch 1) near

Kennett, Mo...... ............... 135-137

Little River ditch 251 (tributary to

Main ditch No. l) near Lilbourn, Mo.......................126-128

Little River ditches 66, 66-A, and

259 near Kennett,

Mo. ............. 138-140,141-143 ,144-146

Little St. Francis River at Fredricktown, Mo. 110

Little Sandy Creek at Kisatcbie, La...780-782 

Little Washita River, at Ninnekah,

Okla............................ 574-575

near Ninnekah, Okla,................ 572-573

Little Wichita River, East Fork, near

Henrietta, Tex.. ...............495-496

near Henrietta, Tex.................492-494

near Ringgold, Tex..................497-499

Liverpool, La., Tickfaw River at...... 943-948

Lockesburg, Ark., Saline River near...654-655 

Loggy Bayou near Ninock, La,..........744-746

Loosahatchie River basin, crest-stage

partial-record stations in....... 1072

low-flow partial-record stations in., 

Lovelaceville, Ky. , Mayfield Creek

at..............................

T,f -«r Mississippi River basin,

discharge measurements in., 

Lucky, La., Saline Bayou near... 

Lugert, Okla., Lake Altus at .,., 

-'{->rth Fort- p ed Riv°r near. ....

Mabelle, Tex,, Lake Kemp near .......... 475

Wichita River near.................. 476-478

McCarley, Miss., Thompson Creek at....353-355

McCaskill, Ark., Ozan Creek near...... 817-819

McGehee, Ark., Bayou Bartholomew near.841-843 

McGee Creek near Stringtown, Okla , ..603-605 

Malvern, Ark. , Ouachita River

near............................ 803-810

Mangum, Okla. , Elm Fork of North Fork

Red River near................... 437

Salt Fork Red River at..............415-417

Mansfield, La., Bayou Na Bonchasse

near............................750-752

Map of the United States.............. 7

Marked Tree, Ark., St. Francis River

at.............................. 150-152

St. Francis River floodway near..... 14^-149

Marthaville, La., Bayou. Dupont

subwatersheds Mos. 2 and 8

near.................... 753-^55,756-758

Mayfield, Ky., Perry Creek near........ 62-64

Mayfield Creek at Lovelaceville, Ky.... 65-67

Mayfield Creek basin, gaging-station

records in....................... 62-67

Maysville, Okla., Rush Creek near..... 580-582

Meramec River, near Eureka, Mo.......... 44-46

near Steelville, Mo.................. 20-22

near Sullivan, Mo.................... 23-25

Meramec River basin, crest-stage

partial-record stations in....... 1071

discharge measurements in............ 1095

gaging-station records in............ 17-46

low-flow partial-record stations

in............................1027-1028

seepage investigations............ 1093

Memphis, Tenn., Mississippi River

at.............................. 103-108

Miller, Okla., Tenmile Creek near.....618-620

Minden, La., Bayou Dorcheat near......722-784

Mississippi River, at Chester, 111...... 47-52

at Memphis, Tenn............... .... 103-108

at St. Louis, Mo..................... 11-16

at Thebes, 111....................... 56-61

near Vicksburg, Miss................362-367

Mississippi River Delta, crest-stage

partial-record stations in.... 1088-1091

gaging-station records in.......... 937-1025

low-flow partial-record stations

in............................ 1066-1070

Monroe, La., Ouachita River at........ 876-878

Montgomery, La., Nantachie Creek

near............................774-776

Moreauville, La., Bayou des Glaises

diversion channel at.......... 1007-1012

Morehouse, Mo., Little River ditch 1

near............................ 132-134

Moro, Ark., Big Creek near............ 301-303

Moro Creek near Pordyce, Ark..........826-828

Mount Ida, Ark., Ouachita River

near............................ 798-800

South Fork Ouachita River at........ 801-803

Mountain Pork near Eagletown, Okla....639-641

Mountain Park, Okla., West Otter

Creek near......................444-447

Mud Creek near Courtney, Okla.........503-505

Muddy Boggy Creek near Parris, Okla...606-608 

MurTreesboro, Ark,, Lake Greeson

Nantachie Creek near Montgomery, La...774-776 

Nat^lbany River at Baptist, La........ 955-957

Newport, Ark., White River at......... 277-279

Ninnekah, Okla., Little Washita River

at.............................. 574-575

Little Washita River near........... 572-573
INDEX 1101

Page 

Norfork Reservoir near Norfork,

Ark............................. 201-203

North Fork River, at Norfork Dam, near

Norfork, Ark....................204-206

near Tecumseh, Mo...................L95-197

North Fork River basin, seepage

Investigations................ 1093-1094

North Sulphur River near Cooper,

Tex.............................662-664

North Tule Draw at reservoir, near

Tulia, Tex......................391-393

Oak Grove, La., Big Golewa Bayou

near............................885-E

Obion Creek at Pryorsburg, Ky.......... 68-70

Obion River, North Fork, near Union

City, Tenn....................... 79-81

South Fork, near Greenfield, Tenn.... 76-78

Rutherford Fork, near Bradford,

Tenn............................. 1026

Obion River basin, crest-stage

partial-record stations in....1071-1072

gaging-station records In............ 68-94

low-flow partial-record stations

in............................ 1029-1030

Olive Branch, La., Comite River

near............................ 961-963

Olustee, Okla., Turkey Creek at.......418-420

Order, downstream, and station

numbers.......................... 3

Ore City, Tex. , Little Cypress Creek

near............................695-696

Otter Creek at Snyder Lake, near

Mountain Park, Okla.............444-447

Ouachita River, at Monroe, La.........876-878

near Arkansas-Louisiana State line..838-840 

near Malvern, Ark...................808-810

near Mount Ida, Ark................. 798-800

South Fork, at Mount Ida, Ark....... 801-803

Oxford, Miss., Clear Creek near.......310-313

Yocona River near...................320-322

Ozan Creek near McCaskill, Ark........817-819

Paducah, Tex., North Fork WIchita

River near......................463-465

Partial-record station, definition

of............................... 2

Patterson, Mo., St. Francis River

near............................ 111-113

Pattison, Miss., Clarks Creek near....377-378

Pauls Valley, Okla. , Washita River

near............................ 577-579

Paw Paw Bayou near Greenwood, La......683-685

Pease River, near Childress, Tex......448-449

near Vernon, Tex....................450-452

Pecan Bayou near Clarksville, Tex.....624-626

Perry Creek near Mayfield, Ky.......... 62-64

PIckens, Miss., Big Black River

at..............................368-370

Piedmont, Mo., Clearwater Reservoir

near............................ 216-218

PIney Fork at Evening Shade, Ark......271-273

PIttsburg, Tex., Cypress Creek near...686-687 

Plattin Creek basin, crest-stage

partial-record stations in....... 1071

Pocahontas, Ark., Black River at. .... .247-249

Fourche River above.................. 246

Pollock , La., Big Creek at............ 925-927

Polly Creek basin, low-flow

partial-record stations In....... 1064

Poplar Bluff, Mo., Black River at..... 222-224

Poughkeepsie, Ark. , Strawberry River

near............................ 274-276

Preface............................... Ill

Provencal, La., Horsepen Creek

near. ............................ 783-786

Pryorsburg, Ky., Obion Creek at........ 68-70

Publications on streamflow, by

Geological Survey................ 7-10

by State agencies.................... 10

Quanah, Tex., Groesbeck Creek near....403-405 

Red River near...................... 400-402

Randlett, Okla., Deep Red Run near....460-462 

Randolph, Tex., Bois d'Arc Creek

near............................598-599

Ravenden Springs, Ark., Eleven

Point River near................262-264

Red Chute Bayou tributary, at Skannel

Pond, near Sligo, La............742-743

at Skannel Pond No. 2, near Sligo,

La..............................740-741

Red River, at Alexandria, La..........795-797

at Arthur City, Tex.................615-617

at Denison Dam, near Denison, Tex...592-594 

at Fulton, Ark. ..............'...... .656-658

at Index, Ark.......................627-629

at Shreveport, La................... 713-715

Elm Fork of North Fork, near Carl,

Okla............................ 433-435

near Mangum, Okla.................. 437

near Reed, Okla.................... 436

near Burkburnett, Tex...............453-455

near Gainesville, Tex...............508-510

near Hosston, La....................677-682

near Quanah, Tex....................400-402

near Terral, Okla...................500-502

North Fork, below Altus Dam, near

Lugert, Okla....................431-432

near Carter, Okla.................426-427

near Headrick, Okla...............441-443

near Shamrock, Tex................421-422

Prairie Dog Town Fork, near Brice,

Tex............................. 395-396

near Childress, Tex................ 399

near Lakeview, Tex................397-398

Salt Fork, at Mangum, Okla..........415-417

near Clarendon, Tex...............409-411

near Wellington, Tex..............412-414

Red River basin, crest-stage

partial-record stations In.... 1079-1088

gaging-station records In...........391-936

low-flow partial-record stations

in............................ 1044-1064

Reed, Okla., Elm Fork of North

Fork Red River near.............. 436

Reelfoot Creek near Samburg, Tenn...... 82-85

RInggold, Tex., Little WIchita River

near............................497-499

Ripley, Tenn., Cane Creek at........... 98-99

Robeline., La., Bayou Dupont near...... 759-761

Robert, La., Tangipahoa River at......940-942

Rock Creek at Dougherty, Okla.........583-585

Rochelle, La., Little River

near............................ 919-921

Rogers, Ark., White River near........ 161-162

Rolla, Mo., Green Acre Branch

near............................. 17-19

Lanes Fork near...................... 29-31

Rolling Fork near DeQueen, Ark........642-644

Rosetta, Miss., Homochitto River at...384-387 

Rossville, Term., Wolf River at....... 100-102

Runoff in Inches, definition of........ 2

Rush, Ark., Buffalo River near........ 190-192

Rush Creek near Maysville, Okla.......580-582

Ruston, La., South Choudrant Creek

tributary near.................. 873-875

Ruth Canal near Ruth, La............1023-1025

Rye, Ark., Saline River near..........835-837

St. Catherine basin, low-flow

partial-record stations in....... 1043

St. Francis River, at Marked Tree,

Ark............................. 150-152

at Wappapello, Mo................... 117-119

floodway near Marked Tree, Ark......147-149

near Patterson, Mo.................. 111-113

St. Francis River basin, crest-stage

partial-record stations In....1072-1073

gaging-station records in........... 109-152

low-flow partial-record stations

in............................ 1031-1033

St. James, Mo., Bourbeuse River near.. 26-28 

St. Joe, Ark., Buffalo River near..... 187-189

St. Johns Bayou basin, low-flow

partial-record stations in....... 1029

St. Louis, Mo., Mississippi River at... 11-16 

St. Martinville, La., Bayou Teche

near.......................... 1016-1018

Saline Bayou, near Clarence, La.......768-773

near Lucky, La......................762-764

Saline Creek basin, low-flow

partial-record stations in....... 1028
.1102 INDEX

Saline River (tributary to Ouaehita

River), at Benton, Ark..........829-831

near Rye, Ark....................... 835-837

Saline River (tributary to Red River,

near Dierks, Ark................ 651-653

near Loeksburg, Ark.................654-655

Samburg, Term., Reelfoot Creek

near............................. 82-85

Sandstone Creek, East Branch, near

Elk City, Okla.................. 540-542

near Berlin, Okla................... 524-526

near Cheyenne, Okla................. 543-545

subwatersheds Nos. 1, 14, 16, 16A, 

17, and 22 near Cheyenne, Okla.

520,517-519,514-516,521-523,546 

subwatersheds Nos. 3, 5, 6, 9, and 

10A near Elk City, Okla.

530-532,538-539,527-529 

Sarepta, La., Bodcau Bayou near.......728-733

Sardis, Miss., Sardis Reservoir near..314-316 

Tallahatehie River near.............317-319

Sardis Reservoir near Sardis,

Miss. . . .314-316 ,317-319,338-340,356-358

Seepage investigations:

Big River............................ 1092

Bryant Creek basin................... 1094

Meraraec River basin.................. 1093

North Pork River basin............1093-1094

Seymour, Tex., Wiehita River

near............................472-474

Shamrock, Tex., North Fork Red River

near............................ 421-422

Sheridan, Ark., Hurricane Creek near..832-834 

Shipps Perry, Ark., White River at.... 193-194

Shir ley, Ark., Middle Pork Little

Red River at....................280-282

Shreveport, La., Red River at.........713-715

Shuteston, La. , Bayou Bourbeau at...1020-1022 

Silverton, Tex., Tule Creek near....... 394

Skuna River at Bruee, Miss............344-346

Sligo, La., Red Chute Bayou tributary

near....................740-741,742-743

Smaekover Creek near Smackover,

Ark. ............................ 823-825

South Choudrant Creek tributary at 

Townsend Pond, near Ruston, 

La. .............................873-875

South Sulphur River near Cooper,

Tex.............................659-661

Spring Bluff, Mo., Bourbeuse River

near............................ 32-34

Spring Creek near Glenmora, La....... 995-1000

Spring River at Imboden, Ark..........250-252

Springfield, Mo., James River near.. .'.169-171 

Springhill, La., Bayou Doreheat

near............................716-718

Stage-discharge relation, definition

of............................... 2

Stamps, Ark., Bodcau Bayou at.........725-727

Steelville, Mo., Meramee River near.... 20-22

Strawberry River, near Evening Shade,

Ark............................. 268-270

near Poughkeepsie, Ark.............. 274-276

Piney Fork, at Evening Shade, Ark...271-273 

Stringtown, Okla., Chiekasaw Creek

near............................ 600-602

McGee Creek near....................603-605

Sugar Creek near Graeemont, Okla......569-571

Sugar Creek tributary at Lake Foursome, near Arcadia, La..........857-859

Sullivan, Mo., Meramee River

near............................. 23-25

Sulphur River near Taleo, Tex.........665-667

Sunflower River at Sunflower, Miss... .359-361

Sunset, La., Bayou Carencro near....... 1019:

Swan Lake, Miss., Tallahatehie River

at..............................338-340

Sweetwater Creek near Kelton, Tex.....423-425

Table Rock Reservoir near Branson,

Mo.............................. 175-177

Talco, Tex., Sulphur River near.......665-667

Whlteoak Creek near.................670-672

Tallahatehie River, at Etta, Miss.....307-309

at Sardis Dam, near Sardis, Miss... .317-319

at Swan Lake, Miss.................. 338-340

near Lambert, Miss..................335-337

Page 

Tangipahoa River at Robert, La........ 940-942

Tehefuneta River near Folsom, La......937-939

Teeumseh, Mo., Bryant Creek near...... 198-200

North Fork River near............... 195-197

Tendal, La., Tensas River at..........894-896

Tenmile Creek at Miller, Okla.........618-620

Tensas River at Tendal, La............894-896

Terms and abbreviations, definition

of............................... 2

Terral, Okla., Red River near.........500-502

Texarkana Reservoir near Texarkana,

Tex.............................673-676

Thebes, 111., Mississippi River

at............................... 56-61

Thomasville, Mo., Eleven Point River

near............................ 253-255

Thompson Creek (Red River basin),

West Fork, near Wakefield,

La.............................. 928-936

Thompson Creek basin, crest-stage

partial-record stations in....... 1088

low-flow partial-record stations in.. 1065 

Thompson Creek (Yazoo River basin) at

McCarley, Miss..................353-355

Three Creek near Three Creeks, Ark....865-868

Three Creeks, Ark., Cornie Bayou

near............................ 862-864

Three Creek near.................... 865-868

Tiekfaw River, at Holden, La.......... 949-954

at Liverpool, La.................... 943-948

Trenton, Tenn., North Pork Forked

Deer River at.................... 89-91

Trout, La., Bayou Funny Louis near.... 922-924

Truscott, Tex., North Pork Wiehita

River near...................... 466-468

Tule Creek near Silverton, Tex......... 394

Tulia, Tex., North Tule Draw near.....391-393

Turkey Creek at Olustee, Okla.........418-420

Turkey Creek tributary at Potato

Research Pond, at Chase, La.....891-893 

Twelvemile Bayou near Dixie, La.......707-712

Union, Mo., Bourbeuse River at......... 35-37

Union City, Tenn., North Fork Obion

River near....................... 79-81

Van Buren, Mo., Big Spring near.......240-242

Current River at....................237-239

Vernon, Tex., Pease River near........450-452

Vicksburg, Miss., Mississippi River

near............................ 362-367

Wakefield, La., West Fork Thompson

Creek near...................... 928-936

Walnut Bayou near Burneyville, Okla...506-507 

Walters, Okla., Cache Creek near......456-458

Wappapello, Mo., St. Francis River

at.............................. 117-119

Wappapello Reservoir near........... 114-116

Wappapello Reservoir at Wappapello,

Mo.............................. 114-116

War Eagle Creek near Hindsville,

Ark............................. 158-160

Ward Creek at Government Street, at

Baton Rouge, La................. 976-978

Washington, La., Bayou Courtableau

at............................ 1004-1006

Washita River, at Alex , Okla............ 576

at Anadarko, Okla................... 567-568

near Carnegie, Okla................. 559-561

near Cheyenne, Okla...:.............511-513

near Clinton, Okla..................556-558

near Durwood, Okla..................586-588

near FOBS, Okla..................... 550-552

near Pauls Valley, Okla.............577-579

Waurlka, Okla., Beaver Creek near.....488-490

Wellington, Tex., Salt Fork Red River

near............................412-414

West Otter Creek at Snyder Lake, near

Mountain Park, Okla.............444-447

White River, at Beaver Dam, near

Eureka Springs, Ark.............. 165

at Calico Rock, Ark.................207-209

at DeValls Bluff, Ark............... 297-299

at Newport, Ark.....................277-279

at Shipps Ferry, Ark................ 193-194

near Branson, Mo.................... 178-180
INDEX 1103

Page 

White River , near Payetteville,

Ark.............................156-157

near Flippin, Ark................... 184-186

near Rogers, Ark.................... 161-162

West Fork, at Greenland, Ark........ 153-155

White River basin, crest-stage

partial-record stations in.... 1073-1076

discharge measurements in......... 1095-1096

gaging-station records in........... 153-303

low-flow partial-record stations

in............................ 1033-1041

Whiteoak Greek near Talco, Tex........670-672

Wichita River, at Wichita Falls, Tex..482-484 

near Mabelle, Tex................... 476-478

near Seymour, Tex................... 472-474

North Pork, near Paducah, Tex.......463-465

near Truscott, Tex...............,466-468

South Pork, near Benjamin, Tex......469-471

Willows, Miss., Bayou Pierre near.....374-376

Wilson, La., Little Redwood Greek

tributary near.................. 964-966

Winnfield, La., Dugdemona River

near............................ 916-918

Wolf River at Rossville , Term......... 100-102

Wolf River basin, low-flow partialrecord stations in............... 1031

Woedville, Miss., Buffalo River near. .388-390

Work, dlvis ion of...................... 2

scope of............................. 1

Wright City, Okla., Little River

near............................630-632

WSP, definition of..................... 2

Yalobusha River, at Calhoun City,

Miss............................341-343

at Grenada Dam, near Grenada, Miss..350-352 

Yazoo River at Greenwood, Miss........356-358

Yazoo River basin, crest-stage

partial-record stations in....1077-1078

gaging-station records in...........304-361

low-flow partial-record stations in.. 1041 

Yoeona River, at Enid Dam, near Enid,

Miss............................ 326-328

near Oxford, Miss................... 320-322

Youngs Bayou at Natchitoches, La......777-779

Yukon, Mo., Big Creek near............228-230

Zalma, Mo., Castor River at............ 53-55

U. S. GOVERNMENT PRINTING OFFICE : 1969 O - 356-433