UNITED STATES DEPARTMENT OF THE INTERIOR 

HAROLD L. ICKES, Secretary

GEOLOGICAL SURVEY 

W. 0. MBNDBNHALL, Director

Water-Supply Paper 739

SURFACE WATEifc SUPPLY 

of the UNITED

1932

PAET 12

NORTH PACIFIC SLOPE^ 

C. PACIFIC SLOPE BASINS IN OREGO^AD 

COLUMBIA RIVER

NATHAN C. GROVER, Chief

G. H. CANFIELD and G. L. PARKER^ ft

District Engineers J* V*

H

Prepared in cooperation with the Sta^i o^ 

OREGON and WASHINGTON* -o

0 ^

* O

^n C.O

UNITED STATES

GOVERNMENT PRINTING OFFICE 

WASHINGTON: 1988

For sale by the Superintendent of Documents, Washington. D.O. - ---- Price 10 cents

CONTENTS

Page

Authorization and scope of work_________________________________ 1

Definition of terms__-_-________---____________.___________.___ 2

Explanation of data_____..__-___________________________________ 2

Accuracy of field data and computed results.._____-_---_-_-_-__-_--_- 4

Publications..--.________________________________________________ 5

Cooperation. _______________________________________ _____________ 10

Division of work_______-____-_________________________________--__ 10

Gaging-station records..__-___--_-_--_-__-__-_-_-___-_____.-____-__ 11

Columbia River_____________________________________________ 11

Columbia River at The Dalles, Oreg__ ___________________ 11

Tributaries of Columbia River below mouth of Snake River._______ 13"-

Walla Walla River Basin________________________ 13*

South Fork of Walla Walla River near Milton, Oreg____ 13

Umatilla River Basin______________________________________ 14

Umatilla River above McKay Creek, near Pendleton, Oreg_ 14 

Umatilla River above Furnish Reservoir, near Yoakum,

Oreg_ ______________________________________________ 15

Umatilla River near Umatilla, Oreg.____________________ 16

McKay Creek near Pilot Rock, Oreg._-_-------------_-_ 17

McKay Reservoir near Pendleton, Oreg-_________________ IS

McKay Creek near Pendleton, Oreg____________-____--_- 19

Birch Creek at Rieth, Oreg____________________ 20 

Diversions from Umatilla River between Furnish Reservoir

and Umatilla, Oreg_-_-_---__-____ ________________ 21

John Day River Basin_______________________-___________ 22

John Day River at Prairie City, Oreg_________________ 22

John Day River at Picture Gorge, near Dayville, Oreg_.___ 23

John Day River at Service Creek, Oreg__________________ 24

John Day River at McDonald Ferry, Oreg______-___-__-_ 25

Strawberry Creek above South Fork, near Prairie City, Oreg_ 26

Prairie power canal at Prairie City, Oreg_______________ 27

North Fork of John Day River near Date, Oreg__ _ 28

North Fork of John Day River at Monument, Oreg___ 29

Middle Fork of John Day River at Ritter, Oreg. ___ 30

Fox Creek at gorge near Fox, Oreg____-___- ___________ 32

Deschutes River Basin________________ ____ 33

Crane Prairie Reservoir near Lapine, Oreg_______________ 33

Deschutes River at Crane Prairie, near Lapine, Oreg_____. 33

Deschutes River above Davis Creek, near Lapine, Oreg 34

Deschutes River at Pringle Falls, near Lapine, Oreg___-_ 36

Deschutes River at Benham Falls, near Bend, Oreg- 37

Deschutes River below Lava Island, near Bend, Oreg._ 38

Deschutes River below Bend, Oreg._________ _ 39s Deschutes River near Madras, Oreg___-_-----__-_ 40'

Deschutes River at Sherars Bridge, Oreg____ 41

Deschutes River at Moody, near Biggs, Oreg- __ 42"

nr
IV CONTENTS

Gaging-station records Continued

Tributaries of Columbia River below mouth of Snake River Contd.

Deschutes River Basin Continued. Page

Little Deschutes River near Lapine, Oreg_______________ 43

Crescent Lake Reservoir near Crescent, Oreg________ 44

Crescent Creek at Crescent Lake, near Crescent, Oreg___ 44

Diversions from Deschutes River near Bend, Oreg_____ 45

Tumalo Creek near Bend, Oreg_____________ _ 46

Squaw Creek near Sisters, Oreg____-__-_____._____ 47

Crooked River near Culver, Oreg_________________ 48

Me bolius River near Grandview, Oreg______--___-_____ 49

Lal:e Creek near Sisters, Oreg____._-_____-_________ 60

White River below Tygh Valley, Oreg_ ___________ 61

Klickitat River Basin_________________________________'_ 62

Klii jkitat River near Glen wood, Wash __________ __ _ __ 62

Kliokitat River at Pitt, Wash_______.____________ 63

Hood River Basin_______________________________________ 64

Hood River near Hood River, Oreg___________________ 64

Weut Fork of Hood Hver near Dee, Oreg-___________ 66

Pac ific Power & Light Co.'s conduit near Hood River, Oreg- - 67

White Salmon River Basin_________________________ 68

White Salmon River at Husum, Wash__________. 68

.Sandy Illyer Basin___________.--______-__-______________ 69

Sandy River near Marmot, Oreg--_-.--_--_-----_-_---__- 69

Sandy River below Bull Run River, near Bull Run, Oreg___ 60 

Little Zigzag River at Twin Bridges, near Rhododendron,

Oreg_.________________._____________ 61

Stil Creek near Government Camp, Oreg___________ ___ 62

Salmon River near Government Camp, Oreg__ _____-_-- 63

Salmon River below Linney Creek, Oreg ______ ___ 64

Salmon River at Welches, Oreg __ 65

Bull Run Reservoir near Bull Run, Oreg_---_---_-------- 66

Bull Run River below Bull Run Reservoir, Oreg_.__ 67

Bull Run River near Bull Run, Oreg__.,_ 68

Little Sandy River near Bull Run. Oreg 69

Willamette River Basin________________ 70

Middle Fork of Willamette River at Eula, Oreg 70

Willamette River at Springfield, Oreg__ _ _ - 71

Willamette River at Albany, Oreg_--------_--------- 72

Willamette River at Salem, Oreg __________ ____ 73

Coast Fork of Willamette River at Saginalw, Oreg 74

McKenzie River at McKenzie Bridge, Oreg____ 75

McKenzie River near Vida, Oreg '.------ 76

Eugene power canal near Walterville, Oreg-_-___ 77

Long Tom River at Monroe, Oreg_________-_-__-- __ 78

North Santiam River at Detroit, Oreg 79

North Santiam River at Mehama, Oreg 80

Breitenbush River above French Creek, near Detroit, Oreg- _ 81

Little North Santiam River near Mehama, Oreg_ 82

South Santiam River at Waterloo, Oreg - 83

Middle Santiam River near Foster, Oreg 84

Albany power canal near Lebanon, Oreg _ 85

Yamhill River at Lafayette, Oreg_ ____-___- - 86
CONTENTS V

(!aging-station records Continued

Tributaries of the Columbia River below mouth of Snake River Con.

Willamette River Basin Continued. P«s«

Haskins Creek near McMinnville, Ordg___-___-________-- 87

Molalla River near Canby, Oreg__,____-_--__--____ 88

Pudding River at Aurora, Oreg_-__--_-_------------ - 89

Tualatin River near Willamette, Oreg_.._ __ 90

Oswego Canal near Oswego, Oreg-__----------------- 81

Clackamas River at Big Bottom, Oreg---_--_-_--------_- 92

Clackamas River above Three Lynx Creek, Oreg_.----_ 93

Clackamas River near Cazadero, Oreg_-------_--_------- 94

Oak Grove Fork above power plant intake, Oreg-_-_------ 95

Lewis River Basin___ _____________________________ 96

Lewis River above Muddy River, near Cougar, Wash.. _ 96

Lewis River near Cougar, Wash__ ___--_-___-_________ 97

Lewis River at Ariel, Wash___________________________ 98

Muddy River near Cougar, Wash-______________________ 99

Swift Creek near Cougar, Wash_______________________ 100

Canyon Creek near Amboy, Wash____________________ 101

East Fork of Lewis River near Heisson, Wash.___________ 102

Cowlitz River Basin__________-_-_____--______ 103

Cowlitz River at Packwood, Wash-_____-_--__---_-_--__ 103

Cowlitz River at Mossy Rock, Wash______________-_____ 104

Cowlitz River near Castle Rock, Wash________________ 105

Clear Fork of Cowlitz River near Packwood. Wash________ 106

Lake Creek near Packwood, Wash_____-_----_-----_---_ 107

Cispus River near Randle, Wash______________--_-_---_- 109

North Fork of Toutle River at St. Helen, Wash__ _ __ 110

Toutle River near Silver Lake, Wash____-___________-__- 111

Youngs River Basin_____________________________________ 112

Youngs River near Astoria, Oreg_._________________----- 112

Streams between Columbia River and Klamath River_____________ 113

Wilson River Basin____.__________________-_---_- 113

Wilson River near Tillamook, Oreg_____________-_--_-- 113

Trask River Basin____________________________________ 114

Trask River near Tillamook, Oreg_____________________ 114

Nestucca River Basin___________________________________ 115

Nestucca River near MeMinnville, Oreg_________________ 115

Siletz River Basin_____________-_-_._______-_-_-_-_. 116

Siletz River at Siletz, Oreg_______________________ 116

Siuslaw River Basin__________________.__-______--__-__ 117

Siuslaw River above Wildcat Creek, at Austa, Oreg_--__-_ 117

Lake Creek at Triangle Lake, Oreg_____________________ 118

Umpqua River Basin _ _____________________________________ 119

Umpqua River near Elkton, Oreg_ _______________________ 119

Cow Creek near Azalea, Oreg__ _ _--___-_--____-_-__-_-_ 120

North Umpqua River below Lake Creek, Oreg____________ 121

North Umpqua River at Toketee Falls, Oreg_ _ __ _______ 122

North Umpqua River above Rock Creek, near Glide, Oreg_ 123

North Umpqua River near Glide, Oreg__ ________-___-_- 124

Lake Creek at Diamond Lake, near Fort Klamath, Oreg_ _ _ 125

Clearwater River above Trap Creek, Oreg_______________ 126
VI CONTENTS

Gaging-station records Continued

Streams between Columbia River and Klamath River Continued Page 

Coquille River Basin____________________________________ 127

South Fork of Coquille River at Powers, Oreg______________ 127

Middle Fork of Coquille River near Myrtle Point, Oreg__ _ 128 

Rock Creek near Remote, Oreg- _________________________ 129

North Fork of Coquille River near Myrtle Point, Oreg_ _____ 131

Rogue River Basin________________________________________ 132

Rogue River above Bybee Creek, Oreg__________________ . 132

Rogue River above Prospect, Oreg_______________________ 133

Rogue River below South Fork of Rogue River, near Prospect, Oreg_ _________________________________________ 134

Rogue River at Raygold, near Central Point, Oreg ________ 135

Mill Creek near Prospect, Oreg_____________--_________-_ 136

South Fork of Rogue River above Imnaha Creek, near Prospect, Oreg--___-____-____-_-_---__--_--_---_-_-_--_ 137

Imnaha Creek near Prospect, Oreg_______________________ 138

South Fork of Rogue River power canal near Prospect,

Oreg________-_____.___________-______ 139

Middle Fork of Rogue River near Prospect, Oreg ___________ 140

Middle Fork of Rogue River power canal near Prospect,

Oreg.-____ ______ _.____-__-----_____ 14T

Red Blanket Creek near Prospect, Oreg___________________ 142

Red Blanket Creek power canal near Prospect, Oreg_ _______ 143

Main power canal below all feeders, near Prospect, Oreg_ _ _ _ _ 144

South Fork of Big Butte Creek near Butte Falls, Oreg_______ 145

South Fork of Little Butte Creek near Lakecreek, Oreg_ _ _ _ _ 146

Fish Lake Reservoir near Lakecreek, Oreg_____-__-_-__-___ 147

North Fork of Little Butte Creek at Fish Lake, near Lakecreek, Oreg_ _________-____-__---____-_-___-_-_______- 148

North Fork of Little Butte Creek above Medford intake, near

Lakecreek, Oreg________---_______-____--___-______ 149

Diversions from Little Butte Creek near Lakecreek, Oreg- _ _ _ 150 

Emigrant Gap Reservoir near Ashland, Oreg_____________ 150

Emigrant Creek near Ashland, Oreg-..__-________--____ 151

Bear Creekat Medford, Oreg---_----_---__----_---__-__- 152

Diversions in Bear Creek Basin, Oreg___________________ 153

West Fork of Ashland Creek near Ashland, Oreg ____________ 154

East Fork of Ashland Creek near Ashland, Oreg ___________ 155

Applegate River near Ruch, Oreg_--__-_-_-_--__-________ 156

Illinois River at Kerby, Oreg--_-_---__--_-_---_-________ 157

Miscellaneous discharge measurements. ______________________________ 158

Index____________ _ _____________________ _ _____________________ 163

ILLUSTRATION

Page

FIGURE 1. Typical river-measurement station showing concrete well and 

house for water-stage recorder and staff gages, cable, and 

car______________________________________________ 3
SURFACE WATER SUPPLY OF PACIFIC SLOPE 

BASINS IN OREGON AND LOWER COLUMBIA 

RIVER BASIN, 1932

AUTHORIZATION AND SCOPE OF WORK

This volume is one of a series of 14 reports presenting results of 

measurements of flow made on streams in the United States during 

the year ending September 30, 1932.

The data presented in these reports were collected by the United 

States Geological Survey under the following authority contained in 

the organic law (20 Stat. L., p. 394):

Provided, That this officer [the Director] shall have the direction of the Geological Survey and the classification of the public lands and examination of the 

geological structure, mineral resources, and products of the national domain.

The work was begun in 1888 in connection with special studies 

relating to irrigation. Since the fiscal year ending June 30, 1895, 

successive appropriation bills passed by Congress have carried the 

following items:

For gaging the streams and determining the water supply of the United States, 

and for the investigation of underground currents and artesian wells, and for the 

preparation of reports upon the best methods of utilizing the water resources.

Annual appropriations for the fiscal years ending June SO, 1895-1933

1895___ $13,500.00

1896_____ 24,500.00

1897-99... 50,000.00

1900____ 70,000.00

1901-2____ 100,000.00

1903-6.___ 200,000.00

1907____ 150,000.00

1908-10. __ 100,000.00

1911-17... $150,000.00

1918-.---. 175,000.00

1919-___. 148,24410

1920. .__ 175,000.00

1921-23.._ 180,000.00

1924-25__ 170,000.00

1926,.._ 165,000.00

1927__... 151,000.00

1928____ $147,000.00

1929-___ 270,500,00

1930-__-- 275,000.00

1931_._--- 565,000.00

1932..---- 711,000.00

1933------ 600,000.00

In the execution of the work many private and State organizations 

have cooperated, either by furnishing data or by assisting in collecting data. Acknowledgments for cooperation of the first kind are 

made in connection with the description of each station affected; 

cooperation of the second kind is acknowledged en page 10.

Measurements of stream flow have been made at about 6,590 points 

in the United States and also at many points in Alaska and the 

Hawaiian Islands. In July 1931, 2,790 gaging stations were being

l
2 SURFACE WATER SUPPLY, 1932, PART 12 C

maintained by the Geological Survey and the cooperating organizations. Many miscellaneous pischarge measurements were made at 

other points. In connection with this work, data were also collected 

in regard to precipitation, evaporation, storage reservoirs, river 

profiles, and water power in many sections of the country and will be 

made available in water-supply papers from time to time.

DEFINITION OF TERMS

The volume of water flowing in a stream the "run-off" or "discharge" is expressed in various terms, each of which has become 

associated with a certain class of work. These terms may be divided 

into two groups (1) those that represent a rate of flow, as secondfeet, gallons per minute, miner's inches, and discharge in second-feet 

per square mile, and (2) those that represent the actual quantity of 

water, as run-off in inches, acre-feet, and millions of cubic feet. The 

principal terms used in this series of reports are second-feet, secondfeet per square mile, run-on* in inches, and acre-feet. They may be 

defined as follows:

"Second-feet" is an abbreviation for "cubic feet per second." A 

second-foot is the rate of discharge of water flowing in a channel of 

rectangular cross section 1 foot wide and 1 foot deep at an average 

velocity of 1 foot per second. It is generally used as a fundamental 

unit from which others are computed.

"Second-feet per square mile" is the average number of cubic feet 

of water flowing per second from each square mile of area drained, on 

the assumption that the run-off is distributed uniformly both as 

regards time and area.

"Kun-off in inches" is the depth to which an area would be covered 

if all the water flowing from it in a given period were uniformly 

distributed on the surface. It is used for comparing run-off with 

rainfall, which is usually expressed in inches.

"An acre-foot", equivalent to 43,560 cubic feet, is the quantity 

required to cover an acre to the depth of 1 foot. The term is commonly used in connection with storage for irrigation.

The following terms not in common use are here defined:

"Stage-discharge relation", an abbreviation for the term "relation 

of gage height to discharge."

"Control", a term used to designate the natural section or stretch 

of the channel or artificial structure below the gage which determines 

the stage-discharge relation at the gage.

EXPLANATION OF DATA

The data presented in this report cover the year beginning October 

1, 1931, and ending September 30, 1932. At the beginning of January in most parts of the United States much of the precipitation in
EXPLANATION OF DATA 6

the preceding 3 months is stored in the form of snow or ice, or in 

ponds, lakes, and swamps, or as underground water, and this stored 

water passes off in the streams during the spring break-up. At the 

end of September, on the other hand, the only stored water available 

for run-off is possibly a small quantity in the ground; therefore the 

run-off for the year beginning October 1 is practically all derived 

from precipitation within that year.

,-v.

FIGURE 1. Typical river-measurement station showing concrete well and house for water-stage recorder

and staff gages, cable, and car.

The base data collected at gaging stations consist of records of 

stage, measurements of discharge, and general information used to 

supplement the gage heights and discharge measurements in determining the daily flow. The records of stage are obtained either 

from direct readings on a staff or chain gage or from a water-stage 

recorder that gives a continuous record of the fluctuations. Measurements of discharge are made with a current meter by the general
4 SURFACE WATER SUPPLY, 1932, PART 12 C

methods outlined in standard textbooks on the measurement of river 

discharge. A typical gaging station, equipped with water-stage 

recorder and measuring cable and car, is shown in figure 1.

Rating tables, giving the discharge for any stage, are prepared from 

the discharge measurements. The application of the daily gage 

height to these rating tables gives the daily discharge from which the 

monthly and yearly mean discharge is determined.

The data presented for each gaging station in the area covered by 

this report comprise a description of the station, a table showing the 

daily discharge of the stream, and a table of monthly and yearly 

discharge and run-off.

The description of the station gives, in addition to statements 

regarding location and type of gage, information as to diversions that 

decrease the flow at the gage, artificial regulation, maximum and 

minimum recorded discharge, and the accuracy of the records. The 

maximum discharge given under "Extremes" does not represent the 

crest discharge unless a water-stage recorder was in operation or a 

nonrecording gage was read at the time of the crest.

The table of daily discharge gives, in general, the discharge in 

second-feet corresponding to the daily gage height, which may be a 

once daily reading or the mean of twice daily readings of a nonrecording gage, or the mean daily gage height obtained from a waterstage recorder graph.

At stations on streams subject to sudden or rapid diurnal fluctuation 

the discharge obtained from the rating table and the mean daily gage 

height may not be the true mean discharge for the day. If such 

stations are equipped with water-stage recorders, the mean daily 

discharge may be obtained by averaging discharge at regular intervals 

during the day or by using the discharge integrator, an instrument 

for obtaining mean daily discharge from a continuous gage-height 

graph and containing as an essential element the rating curve of the 

station.

In the table of monthly discharge the column headed "Maximum" 

gives the maximum daily discharge and not the discharge when the 

water surface was at crest height. Likewise, in the column headed 

"Minimum" the quantity given is the minimum daily discharge. 

The column headed "Mean" is the average flow in cubic feet per 

second during the month. On this average flow are based computations recorded in the remaining columns, which are defined on page 2.

ACCURACY OF FIELD DATA AND COMPUTED RESULTS

The accuracy of stream-flow data depends primarily (1) on the 

permanency of the stage-discharge relation and (2) on the accuracy of 

observations of stage, measurements of flow, and interpretation of 

records.
PUBLICATIONS O

The station description gives a statement in regard to the general 

accuracy of the records. "Excellent" indicates that records are 

accurate within 5 percent; "good", within 10 percent; "fan1 ", 

within 15 percent; and "poor", 20 percent or more.

The monthly means for any station may represent with high 

accuracy the quantity of water flowing past the gage, but the figures 

showing discharge per square mile and depth in inches may be subject 

to gross errors caused by the inclusion of large noncontributing 

districts in the measured drainage area, by lack of information 

concerning water diverted for irrigation or other use, or by inability 

to interpret the effect of artificial regulation of the flow of the river 

above the station. "Second-feet per square mile" and "Kun-off in 

inches" are therefore not computed if such errors appear probable. 

The computations are also omitted for stations on streams draining 

areas in which the annual rainfall is less than 20 inches.

The table of monthly discharge gives a general idea of the flow at 

the station. The table of daily discharge allows more detailed studies 

of the variation in flow. It should be borne in mind, however, that 

the observations in each succeeding year may be expected to throw 

new light on data previously published.

Many gaging stations on streams in the irrigated areas of the United 

States are situated above most of the diversions from those streams, 

and the discharge recorded does not show the water supply available 

for further development, as prior appropriations below the stations 

must first be satisfied.

PUBLICATIONS

Investigation of water resources by the United States Geological 

Survey has consisted in large part of measurements of the volume 

of flow of streams and studies of the conditions affecting that flow, 

but it has comprised also investigation of such closely allied subjects 

as irrigation, water storage, water power, underground waters, and 

quality of waters. Most of the results of these investigations have 

been published in the series of water-supply papers, but some have 

appeared in the buH&tins, professional papers, monographs, and 

annual reports.

The results of stream-flow measurements are now published annually in 12 parts, each part covering an area whose boundaries coincide 

with natural drainage features as indicated below:

Part 1. North Atlantic slope basins (St. John River to York River).

2. South Atlantic slope and eastern Gulf of Mexico basins (James River 

to Mississippi River).

3. Ohio River Basin.

4. St. Lawrence River Basin.

5. Hudson Bay and upper Mississippi River Basins. 

S. Missouri River Basin.
6 SUEFACE WATEB SUPPLY, 1932, PART 12 C

Part 7. Lower Mississippi River Basin. 

8. Western Gulf of Mexico basins. 

 9. Colorado River Basin.

10. The Great Basin.

11. Pacific slope basins in California.

12. North Pacific slope basins, in three parts:

A, Pacific slope basins in Washington and upper Columbia River Basin.

B, Snake River Basin.

C, Pacific slope basins in Oregon and lower Columbia River Basin.

Water-supply papers and other publications of the United States 

Geological Survey containing data in regard to the water resources of 

the United States may be obtained or consulted as indicated below.

1. Copies may be purchased at nominal cost from the Superintendent of Documents, Government Printing office, Washington, D.C., 

who will, on application, furnish lists giving prices.

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 local offices of the 

water-resources branch of the Geological Survey, as follows:

Augusta, Maine, Statehouse.

Boston, Mass., 2500 Customhouse.

Hartford Conn., 203 Federal Building.

Albany, N.Y., 603 State Public Works Building.

Trenton, N.J., 228 Federal Building.

Harrisburg, Pa., 492 Education Building.

Charlottesville, Va., Brooks Museum, University of Virginia.

South Charleston, W.Va., Naval Ordnance Plant.

Asheville, N.C., 210 Post OflSce Building.

Columbia, S.C., 801 National Loan & Exchange Bank Building.

Ocala. Fla., Post OflSce Buidling.

Montgomery, Ala., Post OflSce Building.

Chattanooga, Tenn., 630 Power Building.

Columbus, Ohio, Engineering Experiment Station, Ohio State University.

Indianapolis, Ind., 319 Federal Building.

Urbana, 111., 302 University New Agricultural Building.

Madison, Wis., 337N State Capitol.

St. Paul, Minn., 632 State Office Building.

Iowa City, Iowa, 402 Hydraulic Laboratory, University of Iowa.

Topeka, Kans., State House.

Rolla, Mo., Missouri Geological Survey Building, Missouri School of Mines

and Metallurgy.

Fort Smith, Ark., Post Office Building. 

Austin, Tex., State Highway Building. 

Santa Fe, N.Mex., State Capitol. 

Tucson, Ariz., 210 Post Office Building. 

Denver, Colo., 403 Post Office Building. 

Salt Lake City, Utah, 303 Federal Building. 

Idaho Falls, Idaho, 228 Federal Building. 

Boise, Idaho, Federal Building. 

Helena, Mont., 421 Federal Building. 

Tacoma, Wash., 406 Federal Building.
PUBLICATIONS

Portland, Oreg., 806 Post Office BuMing. 

San Francisco, Calif., 303 Customhouse. 

Los Angeles, Calif., 510 Eight and Figueroa Building. 

- Honolulu, Hawaii, 225 Federal Building.

A list of the Geological Survey publications may be obtained by 

Applying to the Director, United States Geological Survey, Washington, D.C.

Stream-flow records have been obtained at about 6,590 points in 

the United States, and the data obtained have been published hi the 

reports tabulated as follows:

Stream-flow data in reports of the United States Geological Survey 

[A=Annual report; B=Bulletin; W=Water-Supply Paper]

Report Character of data Year

10th A, pt. 2 Descriptive information only 

llth A, pt. 2..__ Monthly discharge and descriptive information . . .. 1884 to Sept. 1890.

12th A, pt. 2__.. .....do.. __ -_ ._ . 1884 to June 30,189L.

13th A, pt. 3 Mean discharge in second-feet . . . . 1884 to Dec. 31,1892. 

14th A, pt. 2. .. Monthly discharge (long-time records, 1871 to 1893).. 1888 to Dec. 31,1893. 

B 131.... Descriptions, measurements, gage heights, and ratings.. lod3-94.

16th A, pt. 2 Descriptive information only . 

B 140 Descriptions, measurements, gage heights, ratings, and monthly 1895.

discharge (also many data covering earlier years).

W 11 Gage heights (also gage heights for earlier years)... 1896. 

18th A, pt. 4 Descriptions, measurements, ratings, and monthly discharge 1895-96.

(also similar data for some earlier years). W 15. Descriptions, measurements, and gage heights, eastern United 1897.

States, eastern Mississippi River, and Missouri River above

junction with Kansas River. 

W 16. Descriptions, measurements, and gage heights, western Mis- 1897.

sissippi River below junction of Missouri and Platte Rivers,

and western United States. 

19th A, pt. 4 Descriptions, measurements, ratings, and monthly discharge 1897.

(also some long-time records). 

W 27 Measurements, ratings, and gage heights, eastern United 1898.

States, eastern Mississippi River, and Missouri River. 

W28 Measurements, ratings, and gage heights, Arkansas River, and 1898.

western United States.

20th A, pt. 4 Monthly discharge (also for many earlier years) ____ 1898. 

W 35 to 39 Descriptions, measurements, gage heights, and ratings. 1899. 

21st A, pt. 4 Monthly discharge____.______.._._.._-____- 1899. 

W 47 to 52 Descriptions, measurements, gage heights, and ratings _._. 1900. 

22d A, pt. 4 . Monthly discharge___......._.._ _.. .........._... 1900.

W65,66 Descriptions, measurements, gage heights, and ratings 1901. 

W 75 Monthly discharge__.___________________'.. 1901. 

W 82 to 85 Complete data________.__ ... ..____.____ 1902.

W 97 to 100 .. .....do . . .. _ .. _ .. 1903.

W 124 to 135. .. ..do . ..-.. ..-. ...-. . 1904, W 165 to 178....... _..do ..._....... .......... ... ..... . . ... .... 1905.

W 201 to 214 ... ..do _ . .. ......... ............... 1906.

W 241 to 252 .....Ao........:................................................ 1907-8.

W 261 to 272....... .....do. ......._.......___.....__________..._._._..____.__._. 1909.

W 281 to 292...._ .....do. . _ ... . 1910

W 301 to 312 .. ... ..do ..... ..... .// I /:i/ I/.!/ //. 191l!

W 321 to 332.__. __ do . ... 1912

W 351 to 362 .. ..do . . ..........................I............... 1913i

W W 381 401 to 394..__ __ do ... 1914. to 414 .......do ".". ." "." "."" «[» 

w 431 to 444 -..do I..-..:.:.:.:.:.::::::::::::::::::;:::;::::::::::: Sifc

W 451 to 464 ... . do .......................... . ...1917

W 471 to 484....... .....do..............................."..."..."."."/ .......... 1918

W 501 to 614... .....do........................_.............. ... _........ 1919-20.

W 621 to 534 . .do . _._. _. ... ... . .... 1921

W 641 to 554 . . .do ._...._._._ .._ /._/._. /// - . 1922

W 561 to 674....... .....do . .._____. _._ ... ........... 1923.

W 581 to 594 .... .....do ......................... _ . . . . 1924.

W 601 to 614 .....do . ... . . ----- - -

W 621 to 634 .. .... .do ....... ... // ! " " TIT'IIT/I" 1926.'

W 641 to 654...... .....do ...................................... ..... ... . 1927

W 661 to 674 .. do .......................... .... . 1928

W 681 to 694. . .do . . . . /../ .I// 1929

W 696 to 709 .....do........................... .... . " 1930

W 711 to 724 .. .do .......................... ... ////"/ " """ 1931

W 726 to 739 ......do. _ . ./.._ .. // " 193Z
8 SURFACE WATER SUPPLY, 1932, PART 12 C

The records at most of the stations discussed in these reports 

extend over a series of years. Miscellaneous measurements at many 

points other than regular gaging stations have been made each year 

and are published under "Miscellaneous discharge measurements" 

at the end of each report in the same relative order as the regular 

gaging stations. An index of the reports containing records obtained 

prior to 1904 has been published in Water-Supply Paper 119.

The following table gives, by years and drainage basins, the numbers of the papers on surface-water supply published from 1899 to 

1932. The data for any particular station will, as a rule, be found 

in the reports covering the years during which the station was maintained. For example, data for 1910 to 1920 for any station in the 

area covered by part 3 are published in Water-Supply Papers 283, 

303, 323, 353, 383, 403, 433, 453, 473, and 503, which contain records 

for the Ohio River Basin for those years.
Numbers of water-supply papers containing results of stream measu

[For basins included sea p. 5 ]

Year

1899 .... 

1900».. 

1901 

1902 

1903 

1904 

1905 

1906 

1907-8..... 

1909 

1910.......

1911 

1912 __ ..

1913 

1914 

1915 

1916 -

1917 

1918 

1919-20 

1921 

1922

1923 

1924 

1925 ...

1926 

1O97

1928 

1929 

1930 

1031

1932

1

35

47, » 48

65,75

82

97

 124, « 125, »> 126 

« 165, 166, * 167

« 201, « 202, v 203 

241 

261

281

301

321

351

381

401

431

451

471

601 

521

541

561

581

601

621

641

661

681

696

711

726

2

'35, 36 

48

65,75

182,83

"97,98

»> 126, 127 

J> 167, 168

» 203, 204 

242 

262

282

302

322

352

382

402

432

459

472

502

522

542

562

582

602

622

642

662

682

697

712

727

3

36 

48, >49

65,75

83

98

128 

169

205 

243 

263

283

303

323

353

383

403

433

453

473

503 

523

543

563

583

603

623

643

663

683

698

713

728

4

36 

49

65,75

'82,83

97

129 

170

203 

244 

264

284

304

324

354

384

404

434

454

474

m

624

544

564

584

604

624

644

664

684

699

714

729

5

36 

49

* 65, 66, 76

*83,85

*98,99,-100

* 128, 130 

171

207 

246 

265

286

306

325

356

385

405

435

455

475

606 

526

545

565

586

605

646

665

686

700

715

730

6

"36,37 

49, iSO

66,75

84

99

130, « 131 

172

208 

246 

266

286

306

326

356

386

406

4Sfl

466

476

506 

526

546

566

686

606

626

646

666

6S6

701

716

731

7

37 

50

» 65, 66, 75

*88,84

*98,99

* 128, 131 

* 169, 173

* 206, 289 

247 

267

287

307

327

367

387

407

§?

.457

477

607 

627

547

567

687

607

627

647

667

687

702

717

732

8

37 

50

66,75

84

99

132 

174

210 

248 

268

288

308

328

358

388

408

438

458

478

608 

528

648

668

588

608

628

648

668

688

703

718

733

9

< 3

6

175, 

211, 

 Bating tables and index to Water-Supply Papers 35-39 contained in Water-Supply 

Paper 39. Monthly discharge for 1899 in Twenty-first Annual Report, part 4.

* James Elver only.

 Gallatin River.

* Green and Gunnison Rivers and Colorado River above Gunnison River.

 Mohave River only.

f Kings and Kern Rivers and south Pacific slope basins.

« Rating tables and index to Water-Supply Papers 47-52 and data on precipitation, 

wells, and irrigation in California and Utah contained in Water Supply Paper 62. 

Tables of monthly discharge for 1900 in Twenty-second Annual Report, Part 4.

* Wissahickon and Schuylkill Rivers to James River. 

i Scioto River.

i Loup and Platte Rivers 

with Platte River.

 Tributaries of Mississipp

< Lake Ontario and tributa

 > Hudson Bay only.

 New England rivers onl

 Hudson River to Delaw

» Susquehanna River to Y

« Platte and Kansas River

T The Great Basin in Cali

 Below Junction with Gil

1 Rogue, Umpqua, and Si
10 SURFACE WATEB SUPPLY, 1932, PART 12 C

COOPERATION

The work was done under cooperative agreement® as follows: 

In Oregon with Charles E. Stricklin, State engineer; and in Washington with the Department of Conservation and Development, 

Erie J. Barnes, director, and Charles J. Bartholet, supervisor of 

hydraulics.

Acknowledgment is due also to the Corps of Engineers, United 

States Army, for financial assistance in collecting records published 

herein.

Assistance in collecting records was also rendered by the following 

municipalities, organizations, corporations, and individuals: In 

Oregon by Deschutes, Jackson, Josephine, and Umatilla Counties; 

cities of Astoria, Eugene, McMinnville, and Portland; The CaliforniaOregon Power Co., Columbia Valley Power Co., Deschutes Falls 

Power Co., Pacific Power & Light Co., Portland General Electric 

Co.; anii. in Washington by the city of Tacoma, Backus-Brooks Co., 

Inland Power & Light Co., and Puget Sound Power & Light Co.

DIVISION OF WORK

The data for stations in Oregon were collected and prepared for 

publication under the direction of G. H. Canfield, district engineer, 

assisted by K. N. Phillips, B. S. Barnes, A. H. Williams, A. B. Goodwin, C. A. Young, W. T. Miller, A. R. Peracca, and Miss Belle 

Irwin. Data for some stations in Oregon, noted in station descriptions, were collected by the State of Oregon under the supervision 

of Charles E. Stricklin, State engineer. Records for these stations, 

computed in the office of the Oregon State engineer, were reviewed 

and prepared for publication by G. H. Canfield, K. N. Phillips, and 

A. H. Williams.

The data for stations in Washington were collected and prepared 

for publication under the direction of G. L. Parker, district engineer, 

assisted by D. J. F. Calkins, R. B. Kilgore, G. M. Thayer, O. B. 

Johnson, H. C. Woster, J. P. Bonner, Frank Stermitz, L. I. Meyer, 

R. J. Swanson, and A. P. Martinsen.

The records were reviewed and the manuscript assembled by M. T. 

Thomson.
SUBFACE WATER SUPPLY, 1932, PAST 12 C 11

GAGING-STATION RECORDS

COLUMBIA RIVER 

OOIUMBIA RIVEB AT THE DALLES, OBEG.

LOCATION. Staff gages at The Dalles and 13 miles upstream above Celilo Falls. 

Zero of gage at The Dalles is 46.86 feet and above Celilo Falls is 37.59 feet 

above mean sea level by 1929 general adjustment. Discharge measurements 

made from cable at The Dalles.

DRAINAGE AREA. 237,000 square miles (above measuring section).

RECORDS AVAILABLE. June 1878 to September 1932: maximum stages 1858 to 

1877.

EXTREMES. Maximum discharge during year, 578,000 second-feet May 24; 

minimum, 40,000 second-feet Feb. 3, 4 (gage height, 88.8 feet on gage above 

Celilo Falls). Maximum gage height May 24, 33.9 feet on gage at The Dalles 

and 106.4 feet on gage above Celilo Falls.

1858-1932: Maximum discharge. 1,170,000 second-feet June 6, 1894 (gage 

height, 59.6 feet on gage at The Dalles and 122.5 feet on gage above Celilo 

Falls); minimum, 40,000second-feet Jan. 18, 21, 1930, Feb. 3, 4, 1932 (gage 

height, 88.8 feet on gage above Celilo Falls).

REMARKS. Records excellent. Storage and diversions for irrigation are only 

a small part of total run-off. Gage-height records furnished by United States 

Weather Bureau and Corps of Engineers, United States Army.

Discharge, in second-feet, 19S1-82

1 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 _ ....

Oct.

84,100 

81,800 

79,500 

79,500 

77,300

75,200 

75,200 

73,100 

71,100 

73,100

73,100 

73,100 

73,100 

73,100 

71,100

71,100 

69,100 

69,100 

69,100 

67,100

67,100 

65,200 

63,400 

63,400 

63,400

63,400 

63,400 

65,200 

65,200 

67,100 

65,200

Nov.

65,200 

67,100 

65,200 

67,100 

67,100

67,100 

65,200 

63,400 

63,400 

63,400

65,200 

65,200 

67,100 

65,200 

65,200

67,100 

65,200 

65,200 

67,100 

65,200

67,100 

67,100 

67,100 

67,100 

67,100

67,100 

67,100 

67,100 

65,200 

65,200

Dec.

65,200 

65,200 

61,600 

59,900 

58,200

58,200 

58,200 

59,900 

59,900 

58,200

58,200 

58,200 

58,200 

58,200 

56,600

55,000 

55,000 

53,500 

56,600 

56,600

58,200 

59,900 

58,200 

61,600 

61,600

61,600 

61,600 

61,600 

61,600 

61,600 

61,600

Jan.

61,600 

61,600 

59,900 

59,900 

59,900

58,200 

58,200 

59,900 

59,900 

59,900

59,900 

67,100 

63,400 

75,200 

77,300

75,200 

71,100 

71,100 

69,100 

77,300

71,100 

69,100 

67,100 

67,100 

67,100

67,100 

63,400 

61,600 

56,600 

56,600 

56,600

Feb.

56,600 

45,100 

45,100 

43,200 

49,500

48,300 

58,200 

58,200 

59,900 

61,600

61,600 

61,600 

56,600 

52,100 

52,100

53,500 

52,100 

52,100 

52,100 

52,100

55,000 

59,900 

65,200 

61,600 

53,500

69,100 

77,300 

91,000 

121,000

Mar.

158,000 

164,000 

161,000 

147,000 

131,000

126,000 

126,000 

142,000 

139,000 

126,000

126,000 

123,000 

121,000 

113,000 

110,000

110,000 

110,000 

113,000 

134,000 

212,000

250,000 

247,000 

223,000 

200,000 

193,000

190,000 

187,000 

181,000 

175,000 

190,000 

193,000

Apr.

193,000 

193,000 

206,000 

212,000 

223,000

226,000 

219,000 

206,000 

200,000 

193,000

190,000 

190,000 

196,000 

219,000 

240,000

268,000 

275,000 

279,000 

279,000 

279,000

275,000 

268,000 

261,000 

254,000 

247,000

243,000 

247,000 

261,000 

272,000 

286,000

May

289,000 

297,000 

304,000 

314,000 

325,000

347,000 

361,000 

368,000 

379,000 

397,000

419,000 

434,000 

452,000 

474,000 

510,000

525,000 

507,000 

499,000 

485,000 

492,000

503,000 

514,000 

551,000 

565,000 

536,000

518,000 

496,000 

478,000 

463,000 

448,000 

448,000

June

441,000 

437,000 

434,000 

430,000 

434,000

437,000 

448,000 

445,000 

441,000 

445,000

448,000 

456,000 

467,000 

478,000 

496,000

514,000 

529,000 

540,000 

540,000 

532,000

521,000 

514,000 

507,000 

507,000 

510,000

507,000 

499,000 

492,000 

478,000 

470,000

July

456,000 

441,000 

426,000 

419,000 

412,000

404,000 

394,000 

383,000 

372,000 

350,000

340,000 

332,000 

318,000 

311,000 

297,000

289,000 

282,000 

279,000 

268,000 

261,000

254,000 

247,000 

247,000 

240,000 

233,000

226,000 

219,000 

219,000 

212,000 

212,000 

206,000

Aug.

206,000 

200,000 

200,000 

196,000 

193,000

187,000 

187,000 

181,000 

175,000 

173,000

170,000 

164,000 

164,000 

164,000 

161,000

158,000 

158,000 

156,000 

156,000 

156,000

153,000 

150,000 

150,000 

147,000, 

145,000

145,000 

145,000 

145,000 

145,000 

142,000 

139,000

Sept.

139,000 

139,000 

139,000 

139,000 

136,000

136,000 

131,000 

131,000 

126,000 

121,000

116,000 

116,000 

110,000 

110,000 

110,000

108,000 

108,000 

105,000 

105,000 

103,000

100,000 

98,000 

98,000 

98,000 

95,600

95,600 

93,300 

91,000 

91,000 

91,000

174920 33 2
12 SURFACE WATER SUPPLY, 1932, PART 12 C

Discharge, in second-feet, of Columbia River at The DaUes, Oreg., 19S1-82 Con.

Month

February

March . _ . _

April.... ... ... . .

Ifoy ...... ........... .........

July.. ............. ... . .

September ____________

The year. _ . .

Maximum

84,100 

67,100 

65,200 

77,300 

121,000 

250,000 

286,000 

565,000 

540,000 

456,000 

206,000 

139,000

565,000

Minimum

63,400 

63,400 

53,500 

56,600 

43.2QO 

110,000 

190,000 

289,000 

430,000 

206,000 

139,000 

91,000

43.200

Mean

70,700 

66,000 

59,300 

64,800 

59,500 

159,000 

237,000 

442,000 

480,000 

308,000 

165,000 

113,000

186,000

Per square 

mile

0.298 

.278 

.250 

.273 

.251 

.671 

1.00 

1.86 

2.03 

1.30 

.696 

.477

.785

Run-off

Inches

0.34 

.31 

.29 

.31 

.27 

.77 

1.12 

2.14 

2.26 

1.60 

.80 

.53

10.64

Acre-feet

4,350,000 

3,930,000 

3,650,000 

3,980,000 

3,420,000 

9,780,000 

14,100,000 

27,200,000 

28,600,000 

18,900,000 

10,100,000 

6,720,000

135,000,000
SURFACE WATER SUPPLY, 1932, PART 12 C 13

TRIBUTARIES OF COLUMBIA RIVER BELOW MOUTH OF SNAKE

RIVER

WAULA WAULA RIVER BASIN 

SOUTH FORK OF WALLA WALLA BITER NEAR MILTON, ORBS.

LOCATION. Water-stage recorder in SW% sec. 10, T. 4 N., R. 37 E., a quarter

of a mile above Pacific Power & Light Co.'s penstock intake and 12 miles

southeast of Milton. Prior to Oct. 18, 1931, staff gage at different datum 500

feet downstream. 

RECORDS AVAILABLE. February to October 1903 (gage heights only) ; August

1906 to November 1917 (incomplete); May 1931 to September 1932. At 

. site 6 miles downstream November 1903 to May 1906. 

EXTREMES. Maximum discharge during year, 1,400 second-feet Mar. 18 (gage

height, 4.00 feet); minimum, 72 second-feet Feb. 14 (gage height, 1.71 feet). 

1903-17, 1931-32: Maximum discharge recorded, 1,650 second-feet Apr. 14,

1904; flood of May 30-31, 1906, which washed out gage, was probably much

higher; minimum, that of Feb. 14, 1932.

Maximum stage known, about 9 feet, referred to present gage, Mar. 31, 1931. 

REMARKS. Records good except those for Feb. 26 to Mar. 16, and those above

300 second-feet, which are fair. Discharge estimated Feb. 1-4, July 12, 13,

Sept. 20. No diversions or regulation above station. Records furnished by

State engineer.

Discharge, in second-feet, 19S1-82*

Day

1 

2. ...........

3 __ . ..........

4.-...-..-......

*.. 

6 

7. 

8... .........

9. _ .... ___ .

10..... .......

11 ...-.....-..

12.

13

14.. ..........

16 .... ......

16...... . .....

17 

18 

19 

20

21 .

22.

28 

24 

25

26 

27 

28 __ . __ . __ .

29

3fr ...........

31... .....

Oct.

76 

76 

76 

76 

87

80 

80 

80 

80 

80

80 

80 

80 

80 

80

80 

80 

81 

81 

81

81 

94 

85 

81 

91

85 

86 

177 

131 

97 

87

Nov.

81

"78 78 

76 

78

76

78 

81 

87 

87

85 

83 

85 

89

87

91 

102 

102 

111 

128

108 

99 

94 

89 

89

89 

87 

85 

85 

85

Dec.

83 

83 

83 

83 

83

83

86 

86 

85 

85

85 

83 

83 

83 

83

83 

94 

196 

168 

155

216 

171 

143 

134 

125

119 

131 

137 

131 

119 

113

Jan.

108 

102 

97 

99 

99

113 

113 

111 

168 

190

263 

308 

206 

164 

143

131

116 

171 

155 

131

119 

111 

105 

99 

97

97 

94 

91 

89 

89 

85

Feb.

85

86 

86 

86 

86

85 

83

86 

86 

87

86 

81 

78 

74 

76

76 

74 

74 

76 

81

83 

83 

87 

116 

187

340 

399 

412 

320

Month

November.. _____ . _______ . .............

December

January. ........................... .............

March

April ... .. .... . ................

May .......... .. .... .. ... ....... ......

July . .. ... ...............................

ppptfiTTijiflr

Mar.

248 

216 

183 

183 

344

519 

320 

238 

203 

180

164 

155 

155 

158 

161

168 

274 

890 

770 

457

361 

298 

267 

306 

317

271 

252 

365 

410 

386 

377

Apr.

402 

402 

386 

361 

306

275 

267 

259 

256 

282

361 

452 

495 

535 

427

427 

406 

377 

394 

373

333 

302 

286 

294 

337

398 

435 

419 

423 

414

Maximum

177 

128 

216 

308 

412 

890 

535 

571 

321 

168 

110 

130

890

May

448 

457 

461 

509 

500.

522 

644 

526 

517 

548

526 

558 

571 

513 

440

431 

461 

470 

474 

482

478 

410 

373 

337 

309

286 

282 

294 

302 

309 

306

June

294 

m

302

271 

271 

275 

282 

298

302 

306 

313 

321 

313

278 

256 

241 

230 

219

223 

234 

230 

216 

202

105 

188 

178 

168 

162

Minimum

76 

76 

83 

86 

74 

155 

266 

282 

162 

105 

94 

94

74

July

152 

149 

168 

152 

143i

137 

134 

134 

134 

134

131 

130 

129 

128 

125

122 

122 

122 

113 

105

108 

113 

113 

116 

116

110 

113 

108 

110 

113 

116

Mean

86.7 

89.1 

113 

131 

126 

310 

369 

440 

265 

126 

98.8 

96.7

187

Aug.

110 

108 

105 

105 

106^

105 

105 

99 

102 

102

102 

102 

99 

96 

96

94 

94 

94 

94 

94

94 

94 

94 

94 

94

96 

96 

96 

96 

99 

99

Sept.

99 

99 

96 

96 

94

94 

96 

94 

94 

94

94 

94 

94 

94 

94

94 

94 

96 

102 

130

99 

96 

96 

96 

96

96 

96 

96 

94 

94

Run-off in 

acre-feet

5,330 

6,300 

6,960 

8,060 

7,250 

19,100 

22,000 

27,100 

15,200 

7,760 

6,080 

5,750

136,000
14 SURFACE WATER SUPPLY, 1932, PART 12 C

UMATTLLA RIVER BASIN

UMATHLA KIVER ABOVE McKAY GREEK, HEAR PEHDLETOIT, OREQ.

LOCATION. Water-stage recorder in NEJ4 sec. 8, T. 2 N., R. 32 E., a quarter of a 

mile above mouth of McKay Creek and 2 miles west of Pendleton.

RECORDS AVAILABLE. May 1921 to September 1932. Comparable records at 

Pendleton February 1891 to July 1892, May 1903 to March 1906.

EXTREMES. Maximum discharge during year, 12,000 second-feet Mar. 19 (gage 

height, 11.1 feet); minimum, 22 second-feet Sept. 3 (gage height, 3.21 feet).

1891-92, 1903-6, 1921-32: Maximum discharge (estimated), 13,500 secondfeet Apr. 1, 1931 (gage height, 10.7 feet, present datum); minimum, 7 second* 

feet Aug. 14, 1924 (gage height, 1.87 feet).

REMARKS.;; Records good except those for Dec. 17 to May 30, which are poor. 

Small diversions for irrigation above station. Considerable regulation at low 

stages caused by operation of mills at Pendleton. Records furnished by State 

engineer.

Discharge, in second-feet, 1931-32

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 ________ -

Oct.

33 

31 

30

34 

37

40

41 

42 

44 

44

44 

44 

42 

41

41

41 

41 

42 

44 

46

47 

50 

58 

58 

50

61 

65 

73 

126 

124 

105

Nov.

93

88 

88 

85 

80

78 

76 

81 

81 

95

97 

95 

93 

101 

103

115 

164 

207 

231 

385

341 

269 

224 

193

184

176 

164 

151 

"145 -139

Dec.

133 

133 

129 

129 

129

126 

126 

136 

141 

146

148 

148 

143 

141 

131

131

841 

2,800 

855 

652

748 

790 

634 

511 

465

410 

375 

430 

465 

425 -387

Jan.

-349 

-311 

"273 

235

227

250 

281 

305

415 

855

888 

1,300 

1,060

754 

582

480 

415 

1,310

784 

658

555 

480 

400 

341 

310

293 

273 

250 

227 

193 

181

Feb.

176 

167 

154 

148 

156

181

187 

450 

305 

544

360 

265 

220 

190

164

176 

167 

161 

238 

535

855 

640 

538 

475 

712

2,040 

3,380 

3,380 

2,380

Month

April.. 

July .... .... ... ...... ......... .

Mar.

1,740 

1,300 

1,040 

840 

1,070

4,790 

3,040 

1,970 

1,920 

1,220

1,140 

1,010 

950 

950 

980

1,010 

1,970 

6,800 

9,300

5,460

3,040 

2,170 

2,070 

2,270 

3,150

2,540 

2,220 

2,760 

2,850 

2,500 

2,500

Apr.

2,850 

3,180 

2,960 

2,750 

1,900

1,440 

1,310 

1,220 

1,220 

1,220

2,050 

3,290 

3,400 

3,760 

2,750

2,550 

2,250 

2,000 

1,850 

1,620

1,400 

1,310 

1,260 

1,220 

1,180

1,580 

1,950 

1,720 

1,800 

1,670

Maximum

126 

385 

2,800 

1,310 

3,380 

9,300 

3,760 

2,250 

570 

103 

41 

50

9,300

May

1,620 

1,850 

1,850 

2,200 

2,250

2,000 

1,950 

1,950 

1,800 

1,850

1,760 

1,620 

1,670 

1,620 

 1,380

1,140 

 1, 130 

"1,120 

 1,110 

1,100

1,060 

1,040 

988 

916 

837

747 

665 

575 

570 

575 

599

June

570 

536 

510 

510 

490

450 

420 

400 

395 

390

395 

405 

410 

430 

390

370 

330 

311 

260 

246

221

213 

209 

194

187

174 

159 

144 

130 

122

Minimum

30 

76 

126 

181 

148 

840 

1,180 

570 

122 

34 

25 

25

25

July

103 

101 

98 

112 

98

87 

81 

76 

69 

65

65 

62 

61 

62 

61

57 

55 

52 

51 

51

50 

47 

42 40 

37

39 

36 

38 

34 

36 

41

Mean

52.2 

147 

418 

491 

667 

2,470 

2,020 

1,340 

332 

61.7 

30.0 

32.6

673

Aug.

41 

38 

36

35 

34

33 

31 

27 

29 

29

32 

33 

33 

30 

29

29 

27 

26 

25 

26

28 

29 

28 

28 

26

25 

26 

27 

29 

29 

33

Sept

31 

80 

27 

26 

26

26 

28 

27 

27 

2ft

26 

26 

26 

25 

25

26

28 

28 

33 

39

40 

50 

47 

43 

42

41 

40 

37 

37 

85

Run-off ia - 

acre-feet

3,210 

8,750 

26,700 

30,200 

38,400 

152,000 

120,000 

82,400 

19,800 

3,799 

1,840 

1,940

488,000

1 Estimated.
U1|J.TILI*A RIYBB BASIN ID

UMATIUA BIVER ABOVg IUBHISH EESEBVOXEt, HEAB TOARUM, OEBB.

LOCATION. Water-stage recorder in NW% sec. 17, T. 2 N., R. 31 E., at OregonWashington Railroad & Navigation Co.'s bridge a quarter of a mile above 

Campbell and 5 miles above Yoakum.

RECORDS AVAILABLE. June 1915 to September 1932.

EXTREMES. Maximum discharge during year, 15,200 second-feet Mar. 19 (gage 

height, 12.2 feet); minimum, 33 second-feet Oct. 3 (gage height, 0.42 foot). 

1915-32: Maximum discharge, that of Mar. 19, 1932; minimum, 14 secondfeet Aug. 17, 1926 (gage height, 1.17 feet).

REMARKS. Records good except those for Feb. 8 to May 30, which are poor. 

Diversions for irrigation above station. Flow regulated to some extent by 

operation of mills at Pendleton and since 1927 by storage in McKay Reservoir. 

Records furnished by State engineer.

Discharge, in second-feet, 1981-88

Day

1.... __ . .....

2 ...............

3 ............

4 _ ...... ......

«_. . ......

6.. __ ..... ...

7 _ . -- ...

8 

»-. . ......

10..--..... ...

11 

12 _ . ___ .....

13 ...

14 __ ...........

15. _ . _ ....

1« . ......

17 - 

18. .......

19 

» ..

21 _ ... _ ......

22.. ..........

23

24 _ ... .........

26

26

27 ..

28

29.. ......

30

31 

Oct.

35 

34 

33 

35 

39

40 

41 

42 

43 

43

43 

43 

43 

43 

43

44 

44 

44 

45 

45

47 

47 

55 

58

57

59 

62 

64 

98 

116 

99

Nov.

91 

87 

85 

83 

80

78 

77 

80 

84 

91

101 

95 

93 

99 

102

111 

154 

188 

219 

344

344 

282 

237 

208 

201

192 

178 

166 

159 

154

Dec.

148 

143 

. 143 

142 

142

142 

145 

151 

156 

161

164 

161 

158 

153 

160

160 

600 

2,910 

1,160 

690

780 

830 

645 

520

446

413 

398 

520 

500 

430 

413

Jan.

384 

344 

308 

287 

273

287 

328 

344 

463 

930

930 

1,340 

1,100 

805 

622

520 

446 

"1,400 

905 

735

600 

500 

430 

367 

328

308 

292 

277 

261 

250 

237

Feb.

223 

219

"200

°425

248 

 222 

197

206 

197 

197 

261 

 560

"900 

«675 

«575 

480 

 750

"2,200 

3,690 

4,060 

3,090

.......

Month

October .. __ . ______ . __ . _____ . .....

TiVMwnbw

January ______ . 

February... .... . ......................

March. .......... ....... .................... ......

April... ......... _ -... . . ...........

tHef........... .......................................

JUJIP..

July ...- --.. .... .... . .. 

Mar.

2,210 

1,600 

1,280 

1,100 

1,220

4,730 

3,450 

2,360 

2,210 

1,420

1,190 

1,030 

955 

930 

1,000

1,060 

1,900 

5,970 

12,900 

7,600

4,880 

3,810 

3.2W 

3,330 

4,190

3,810 

3,210 

3,330 

4,060 

3,810 

3,690

Apr.

3,810 

4,320 

4,320 

4,190 

"3,300

"2,800 

2,680 

2,460 

2,410 

2,410

2,740 

3,810 

4,320 

4,590 

4,320

3,690 

3,330 

3,090 

2,850 

2,680

2,310 

2,060 

1,840 

1,800 

1,720

2,020 

2,520 

2,630 

2,830 

2,520

1 

Maximum

1

1

116 

344 

2,910 

1,400 

4,060 

2,900 

4,590 

2,850 

646 

309 

271 

239

2,900

May

2,410 

2,520 

2,580 

2,740 

2,850

2,740 

2,520 

2,460 

2,310 

2,210

2,210 

2,110 

2,060 

2,020 

1,880

1,600 

1,450 

1,310 

1,280 

1,220

1,190 

1,190 

1,130 

1,030 

955

865 

758 

690 

668 

690 

690

June

646 

600 

580 

560 

540

496 

449 

423 

406 

390

390 

380 

380 

413 

390

374 

332 

296 

269

258

242 

315 

334 

334 

291

276 

271 

293 

298 

312

Minimum

33 

77 

142 

237 

197 

930 

1,720 

668 

242 

260 

157 

56

33

July

309 

304 

298 

293

271

287 

286 

281 

274 

269

289 

287 

264 

269 

264

262 

260 

260 

260 

286

288 

281 

276 

276 

269

269 

264 

262 

262 

289 

269

Mean

51.1 

149 

441 

535 

761 

3,140 

3,010 

1,690 

385 

274 

241 

165

903

Aug.

271 

267 

262 

260 

258

258 

258 

255 

265 

263

268 

268 

258 

251 

248

246 

244 

244 

242 

242

244 

246 

248 

246 

244

233 

233 

194 

157 

163 

165

Sept

163 

166 

165 

165 

161

157 

153 

133 

133 

133

133 

133 

133 

131 

128

131 

129 

133 

137 

140

163 

72 

66 

113 

222

231 

231 

231 

239 

239

Run-oft in 

acre-feet

3,140 

8,870 

27,100 

32,900 

43,800 

193,000 

179,000 

104,000 

22,900 

16,800 

14,800 

9,230

666,000

Estimated.'
16 SURFACE WATKR SUPPLY, 1932, PART 12 C

UMATHIA BIVKB NEAR UMATILLA, OREG.

LOCATION. Water-stage recorder in NW}4 sec. 21, T. 5 N., R. 28 E., \% miles 

below West Division Main Canal of Umatilla project and 2 miles above 

Umatilla and mouth of river.

DRAINAGE AREA. 2,130 square miles.

RECORDS AVAILABLE. October 1903 to September 1932.

EXTREMES. Maximum discharge during year, 12,500 second-feet Mar. 19 (gage 

height, 8.78 feet); minimum, 0.1 second-foot Oct. 23, 24.

1903-32: Maximum discharge, 19,600 second-feet May 31,1906 (gage height, 

11.0 feet); no flow at times.

REMARKS. Records good except those estimated, which are fair. Several diversions for irrigation above station; Brownell Canal diverts below. Flow regulated by storage in McKay, Furnish, and Cold Springs Reservoirs. Records 

furnished by State engineer.

Discharge, in second-feet, 1931-32

Day

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 

Oct.

81 

81 

88 

29 

9

9 

10 

10 

11 

12

10 

8 

8 

9

9

.3

.2 

.2

.2 

.2 

.1 

.1

19

Nov.

47 

34 

11 

8 

6

6 

4

«4 

4

26 

146 

135 

120 

105

102 

99 

102 

102 

102

Dec.

102 

102 

102 

102 

99

"99

99 

99 

99 

120

178 

197 

1,520 

1,590 

1,040

910 

810 

730 

603

418

397 

362 

355 

397 

362 

300

Jan.

268 

232 

220 

155 

183

117 

132 

146 

169 

274

476 

549 

910 

750 

639

648 

612 

492 

621 

657

585 

558 

516 

446 

362

249 

214 

183 

155 

135 

120

Feb.

188 

281 

288 

255 

288

294 

320 

334 

432 

460

492 

425 

262 

178 

155

139 

128 

124 

110 

107

1«250

585 

2,350 

3,180 

3,020

Mar.

2,180 

1,570 

1,260 

1,030 

980

1,900 

4,350 

2,590 

1,750 

1,410

1,200 

1,060 

960 

910 

880

930 

1,210 

3,020 

7,850 

10,200

5,830 

4,020 

3,390 

2,610 

3,600

3,810 

3,180 

3,020 

3,660 

3,660 

3r 390

Month

January ___________ _______________

March __________________________

April 

June ___________________________ July--..- ... .

Apr.

3,390 

3,660 

3,860 

3,810 

3,390

2,680 

2,220 

2,030 

1,900 

1,900

1,960 

2,820 

3,660 

3,860 

4,350

3,390 

3,020 

2,700 

2,310 

«2,080

"1,850 

« 1,620 

1,390 

1,280 

1,180

1,340 

1,790 

1,960 

1,860 

1,860

Maximum

88 

146 

1,590

910 

3,180 

10,200 

4,350 

2,290 

143 

53 

35 

91

10,200

May

1,730 

1,810 

1,960 

1,900 

2,290

-2,100 

1,900 

1,750

«1, 470

1,190 

1,080

920 

"730 

540 

630 

621

675 

"424

174 

"136 

99 

159

June

143 

128 

«110 

93 "86

80

«82 

83 

15 

12

"11

7 

8 

8 

8

8 

8 

8 

8 

8

8 

8 

8 

8 

8

July

8 

8 

8 

9 

12

10 

14 

17 

13 

13

20 

21 

20 

35 

24

33

23 

18 

17 

13

20 

53 

33

23 

17

13 

14

18 

14 

18 

36

Minimum Mean

0.1

117 

107 

880 

1,180 

99 

7 

8 

11 

11

13.7 

40.2 

377 

38.0 

53d 

2,820 

2,500 

1,040 

33.6 

19.2 

15.2 

21.1

.1 651.

Aug.

35 

21 

19 

21

27

13 

14 

13 

12 

13

12 

12 

13

14 

27

21

12 

11 

11

12

12 

14 

15 

12 

13

13 

12 

12 

12 

12 

12

Sept.

11 

11 

11 

12 

12

IS 

13 

12 

12 

12

13 

13 

13 

14 

12

12 

12 

12 

11 

11

12

12 

14 

19 

18

14 

36 

01

88 

83

Run-off In 

acre-feet

842 

2,390 

23,200 

23,400 

31,000 

173,000 

140,000 

64,000 

2,000 

1,180 

935 

1,260

472,000

Estimated.
UMATILLA EIVEB BASIN

MoKAT CRE1K NEAR PHOT BOOK, OEIG.

LOCATION. Water-stage recorder in SEJ4 sec. 23, T. 1 N., R. 32 E., 1 mile above 

backwater from McKay Dam and 6 miles northeast of Pilot Rock.

RECORDS AVAILABLE. May to August 1921; October 1926 to September 1932.

EXTREMES. Maximum discharge during year, 4,210 second-feet Mar. 18 (gage 

height, 9.55 feet); no flow at times. t

1921, 1926-32: Maximum discharge, 6,000 second-feet Apr. 1, 1931 (gage 

height, 10.4 feet); no flow at times during summer.

REMARKS. Records good except those for November, December, April, May, 

which are fair. Numerous small diversions for irrigation above station; none 

between station and McKay Reservoir. Records furnished by State engineer.

Discharge, in second-feet, 1931-32

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 _ _ ............. _ ............

Nov.

«0.3

.7 

 1.2

1.6

«3 

"10 

«12 

14 

18

26 

23 

21 

18 

16

15 

14 

13 

12 

11

Dec.

10 

10 

9 

9 

9

9 

9 

9 

10 

10

11 

11 

11 

11 

10

10 

22 

235 

234

188

219 

208 

160 

128 

107

92 

81 

92 

99 

92 

87

Month

January. _________________________

March. __________________________

April... ............. ...................................

May... .. . 

The year......... ___ .. ___ .. . .. _ . __ ...

Jan.

79 

71 

64 

59 

59

97 

116 

113 

210 

283

295 

333 

113 

«108 

«104

99 

82 

92 

138 

136

126 

109 

95 

90

81

72

65 

59 

54 

49

"48

Feb.

 42

40 

39 

38

39 

39 

38 

36 

34

39 

57 

94 

183 

460

890 

890 

800 

644

Mar.

423 

374 

311 

«250

545

1,850 

1,020 

704 

556 

441

356 

311 

«250 

«265 

392

423 

1,020 

2,520 

3,170 

1,440

890 

693 

566 

605 

622

505 

460 

644 

654 

610 

600

Maximum Minimum

3,

26 .... ..... 

235 9 

i33 48 

390 34 

170 250 

344 198 

198 41 

40 . _ ..... 

3,170 0

Apr.

627 

644 

638 

572 

 517

"461 

"406 

"350 

295 

324

396 

480 

500 

540 

441

414 

369 

342 

"319 

 295

"272 

«248 

225 

219 

210

208 

202 

202 

198 

198

May

198 

198 

198 

198 

198

198 

198

«156

115 

111

103 

95 

88 

81 

72

68 

65 

60 

57 

54

52 

50 

48 

46 

44 

41

June

40 

38 

34 

32

 17

2.8 

 1.6 

.5

-.1 

.2

«.l

M Run-off In Mean acre-feet

7. 92 471 

71.0 4,370 

113 6,950 

168 9,660 

757 46,600 

370 22,000 

115 7,070 

8.42 501

134 97,600-

 Estimated.

NOTE. No flow during months omitted.
18 STJBFACE WATER SUPPLY, 1932, PAET 12 C

MoKAT KESBttVOIB HEAR PENDLETOff, OBEG.

LOCATION. Staff gage at reservoir dam in SEX sec. 34, T. 2 N., R. 32 E., 4 miles 

south of Pendleton. Gage readings are elevations above mean sea level.

RECORDS AVAILABLE. October 1930 to September 1932.

EXTREMES. Maximum contents during year, 69,920 acre-feet Mar. 22 (elevation, 

1,318.85 feet): minimum, about 13,920 acre-feet Oct. 1 (elevation, about 

1,246.5 feet).

1930-32: Maximum contents, that of Mar. 22, 1932; minimum, 3,427 

acre-feet Oct. 1,1930 (gage height, 1,219.0 feet).

REMARKS. Records good except those estimated, which are fair. Storage 

released June 21 to Sept. 30. Summer flow above reservoir entirely diverted 

for irrigation. MoKay Reservoir, completed in 1927 by the United States 

Bureau of Reclamation, has a capacity of 67,700 acre-feet at elevation 1,317.0 

feet and stores water for irrigation of lands along UmatUla River near Echo, 

Stanfield, and Hermiston. Records furnished by State engineer and United 

States Bureau of Reclamation.

Elevation and contents of McKay Reservoir near Pendleton, Oreg., 1981-88

Date

Oct. 31 ____ ..

Nov. 30 ____ . ...

Dec. 31 _ . ___ .

Jan. 31. _____ .

Feb. 28.. ...

Mar. 31 __ ....

Apr. 30 ___._..

Elevation 

(feet)

1, 317. 20

Contents 

(acre-feet)

"13,920

« 13, 800

 14,300

 18,600

 25,600

a 33 Qnfl

67,940

62,900

Change in contents 

during 

month 

(acre-feet)

-120

+600

+4,200

+7,000 10 Aftn

+34,040

-5,040

Date

May 31 _____ ..

July 31. ....

Aug. 31 __ ... _ .

Sept. 30.. . .

Elevation 

(feet)

1,309,20

1,293.90

1, 276. 80

1,262.40

Contents 

(acre-feet)

62,100

59,000

44,380

31,320

22,240

Change in contents 

during 

month 

(acre-feet)

-800

-3,100

-14, 620

-13,060

-9,080

+8,320

' Estimated.
TJMATELLA RIVER BASIN 19

McKAY OBEEK HBAB PEHDLETOIT, OSEG.

LOCATION. Water-stage recorder in sec. 34, T. 2 N., R. 32 E,, just above irrigation diversion dam, a quarter of a mile below McKay Dam, and 4 miles south 

of Pendleton.

EECORDS AVAILABLE. November 1918 to September 1923; October 1924 to 

September 1932.

EXTEEMES. Maximum discharge during year, 818 second-feet Apr. 6 (gage 

height, 2.11 feet); no flow Oct. 1 to Mar. 18, Sept. 22, 23. 

1918-32: Maximum discharge, 3,250 second-feet Feb. 

times.

REMARKS. Records good except those estimated June 5-10, 19, 20, which are 

fair, and Mar. 20-23, 27-31, which are poor. Discharge records include flow 

diverted by irrigation canal at gage. Diversions for irrigation above McKay 

Reservoir use total summer flow. Flow completely regulated by storage in 

McKay Reservoir. Records furnished by State engineer.

Discharge, in second-feet, 1981-32

10, 1921; no flow at

Day

1 __ . _____ ... _ ... . __ ........... ...

2 _ .. _______ . _ .... __ ........ _ ....

3 ____ ................................. 

4 .......... .................................

6.

f

8 _ ................. .........................

9.

10 _ . __________________ ...... 

11 ___________ ... _ . _ ................

12 _ .... ........ _ ....... ....... . -

13 _ ................... __ .... ...

15. ...................... .................. .

16... .... __ ........... ..............

17 _ _. . 

18 _ . ..... .. .I.

19 ____ . _____ .. __ .. __ ........ _ ...

20 _ -............... .......................

21 _______ ........ _______ .... ...

22-

23-.. .................................

24 _ ..........................................

25.. . ._. _ . ............

26 _ . . . 

27 _________________ .... _ . .........

28

29 _____________________ . .........

30 _... . . . . ...

31 _ ..........................................

Mar.

0 

0 

0 

0

o

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

3

"350

537 

775

754 

I "731

Month

March __ ... __________ .... ........

April. _ . _____ .... __ . __ . ___ . _ . __ ....

May ........................ .......................

July

August.. . _ ... ....

RAntaTri>)f>r

The year.. . . . . _ ....

Apr.

708 

740 

789 

768 

720

734 

734 

727 

701

545

443 

485 

527 

584 

552

558 

497 

437 

392 

335

277 

268 

255 

182 

154

233 

242 

246 

246 

242

May

238 

238 

238 

238 

238

229 

217 

, 206 

198 

190

175 

163 

139 

119 

60

16 

24 

29 

32 

35

46 

49 

49 

49 

49

47 

47 

46 

40 

40 

37

Maximum

775 

789 

238 

221 

263 

255 

246

789

June

34 

29 

27 

23

 16

9 

10 

9

8 

8

8 

8 

7 «6 

«6

35 

152 

152 

136 

98

98 

126 

167 

198 

221

Minimum

0 

154 

16 

6 

182 

129 

0

0

July

221 

221 

225 

206 

182

194 

221 

221 

221 

221

221 

221 

221 

221 

221

221 

221 

221 

225 

263

263 

263 

263 

263 

259

259 

255 

255 

250 

250 

250

Aug.

250 

250 

255 

255 

255

255 

255 

250 

250 

250

246 

246 

246 

246 

246

242, 

242 

242 

242 

242

242 

242 

242 

242 

238

225 

221 

149 

129 

142 

142

Sept.

142 

142 

142 

142 

142

142 

126 

111 

111 

111

111 

111 

111 

111 

111

111 

111 

111 

111 

111

79 

0 

0 

157 

225

225 

221 

233 

238 

246

-., Run-off to 

Mean acre-feet

230 14, 100 

477 28,400 

114 7,010 

55.7 3,310 

233 14,300 

232 14,300 

135 8,030

123 89,400

 Estimated.

NOTE. No flow October to February.
20 SURFACE WATER SUPPLY, 1032, PART 12 C 

BIRCH CHEEK AT BIETH, OBEG.

LOCATION. Water-stage recorder in SE^ sec. 13, T. 2 N., R. 31 E., a quarter of a

mile above mouth and 1 mile southwest of Rieth. Prior to Dec. 17,1931, staff

gage 300 feet upstream. 

RECORDS AVAILABLE. May 1921 to September 1923; April 1927 to September

1932; incomplete. 

EXTREMES. Maximum discharge during year, 1,110 second-feet Mar. 19 (gage

height, about 4.9 feet); no flow at times.

1921-23, 1927-32: Maximum discharge, 1,640 second-feet Jan. 29, 1928

(gage height, 6.00 feet at former gage); no flow at times. 

REMARKS. Records good except those estimated Feb. 2-4, May 17-19, June 15,

which are fair, and those for Feb. 25 to Mar. 23, which are poor. Diversions

for irrigation above station. Records furnished by State engineer.

Discharge, in second-feet, 1981-82

Day

1 __ ..... _ ................................

2 ___ ............ __ ..-................ .

3 _ .... __ .... _ . ...

4...... _ .. ____ -_._-.-... ._. -_ .

5-_. --. .-_..-_-_._..._..._._._. __...

6._. .................. ........................

7 _ .-................................_.......

8. ____ ..; __ ...

9.

10 _ - ..- .._-._..._...._-_._._. .-_ .

11 _ _. ..-...__... _ ......................

12. -_ ___ ...._..__... __._...

13-........ -..-...._._._-___-.-._.. ... 

14 __ 

15 

16 _ _ . . . 

17............ ._.....__._..._._-.._.__ .........

18 _ .... __ -...-.-......-...-.....--...., 

19 _ ..... _ ................. _ . _ ..........

20 _ ..... _ . _ 

21... ........ ........ ..........................

22 _ ..........................................

23 _ ..... _ . ... ... .. ... , 

S4....... ................. .................. 

26.-..-...... ........................ ... ....

28-. 

27--. .. _ ......... ...... ...... ... .. 

28. 

29. .. ............. ..... .............

«)-. .. .- ....... 

^l.. ...........................................

Dec.

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

138 

50 

20 

17

16 

15 

15 

14 

13

12 

13 

17 

16 

14 

15

Month

June.... _ __ ... .. 

Jan.

15 

14 

14 

14 

14

13 

13 

14 

16 

20

24 

31 

32

28 

28

23

21 

22 

27 

28

28 

28 

27 

26 

23

23 

23

21 

20 

20 

18

Feb.

17 

17 

18 

19

21

21 

20 

20 

20 

20

18 

17 

17 

14 

14

14 

14 

15 

15 

16

26 

20 

20 

23 

40

98 

173 

216

187

Mar.

157 

126 

102 

84 

81

165 

159 

126 

114 

103

94 

84

86 

86 

112

124 

183 

415 

1,060 

647

380 

302 

236 

210

218

194 

172 

183 

186 

179 

181

Maximum Minimum

138 0 

32 13 

216 \ 14 

1,060 81 

299 115 

174 20 

22 0

1,060 0

Apr.

206 

238 

260

247 

210

177 

156 

137 

127 

127

154 

220 

262 

299 

245

224 

210

185 

174 

183

167 

152 

131

118 

115

119 

144 

156 

163 

163

May

165 

174

174 

174 

168

161 

142 

134 

118 

105

102 

86 

75 

68 

63

66 

48 

40 

32 

23

24 

36 

31 

30

28

24

20 

22 

25 

25 

23

June .

18 

9 

11 

19 

22

22 

18 

18 

15 

12

9 

7 

4 

12 

1

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

 \/tnnn Run-off in 

Mean acre-feet

12.4 762 

21. 5 1, 320 

39.7 2,280 

211 13,000 

182 10,800 

77.3 4,750 

6.6 393

45.9 33,300

. No flow during months omitted.
UMATILLA EIVBB BASIN 21

DIVERSIONS FROM UHATHLA EIV1E BETWEEN FUBHISH BESXRVOIE AHD UMATHLA, ORBS.

Furnish Canal diverts from right bank of Umatilla River in sec. 36, T. 3 N., 

R. 29 E. Crayne-Lisle Canal diverts from left bank of Furnish Canal hah* a mile 

below Furnish Canal head gate but above gage on Furnish Canal. Slusher and 

Taylor Ditches divert from left bank of Umatilla River near Nolin. Wilson and 

Ramos Ditches divert from right bank of Umatilla River half a mile above intake 

of Umatilla project feed canal, which diverts water from right bank of Umatilla, 

River in SW% sec. 22, T. 3 N., R. 29 E., to feed Cold Springs Reservoir of United 

States Bureau of Reclamation. Western Land & Irrigation Co.'s canal diverts 

from left bank of Umatilla River in NE% sec. 21, T. 3 N., R. 29 E.; gage 1 mile 

below intake. Alien Canal diverts from right bank of Western Land & Irrigation Co.'s canal half a mile below head gate of latter canal. Dillon Canal diverts 

from left bank of Umatilla River in sec. 5, T. 3 N., R. 29 E. Maxwell Canal 

diverts from right bank of Umatilla River in SW% sec. 28, T. 4 N., R. 28 E. 

West Division Main Canal diverts from left bank of Umatilla River in SW% sec. 

28, T. 5 N., R. 28 E. Brownell Canal diverts from right bank of Umatilla River 

2 miles below West Division Main Canal diversion and \% miles above mouth of 

UmatiHa River.

Water diverted by these canals is used ior irrigation of lands on both sides of 

Umatilla River below Furnish Reservoir, except that diverted by West Division 

Main Canal, which is applied to lands along Columbia River in vicinity of Irrigon.

Records are available from March 1926 to September 1932; records for some of 

the canals published separately prior to 1926. Records furnished by Stateengineer.

Diversions, in acre-feet, 1931-32

November- ................

December. . ............

February.-. ............

April. 

July... .......... ... . 

August ............

September _________

The year or period...

 aa1

o

-9

£

0

1,480

0

0

0

154

4,360

5,780

5,660

4,960 

4,220

0

26,600

 a

o

 a

i

1&

400

0

713

540

......

s

t»>

frt «

§1

A

53

W

107

166

286

92 

98

101

......

s

P3 m

03 MM

s

*

007

558

0 Kfl

17 

2

0

1,060

1

i

03 o

Is

13

0

5,350

9,040

15,900

10,100

10,600

9 040

12,300

5,660

49 

0

1,980

80,000

«.«

In

H^.2

0 03

m £ §

£ M °

0

0

0

0

391

9,220

19 '^flft

10,700

10,800 

9,220

4,920

58,600

 a

o

a

3

1,290

387

875

935

1,020

1,060 

1,060

1,110

1

O

:a 

ft

0

415

502

370 

204

236

1,730

 a

o

g

a

1,200

922

1,610

4,390

3,310

1,960 

2,040

1,740

1

§ 

a

'3 §

s5

'ffl £

4,850

3,920

0

0

0

2,990

7,970

10,000

9,100

10,200 

10,400

9,280

68,700

1

O

3

P

M

141

0

0

0

0

0

744

904

875

1,180 

965

1,030

5,840

1OEH

34,200-

48,7(»

37,900-

30,700

28,200

20,400-

......

 Some water diverted In Slasher Ditch but no record.

NOTE. Little or no flow in canals for months for which no record is given.
22 SURFACE WATER SUPPLY, 1932, PART 12 C

JOHN DAY HIVER BASIN

JOHN BAY RIVER AT PRAIRIE CITY, OBEG.

LOCATION. Staff gage in NEM sec. 10, T. 13 S., R. 33 E., above outlet of Prairie 

power canal at power plant three quarters of a mile southwest of Prairie City. 

Zero of gage is 3,492.55 feet above sea level by 1929 general adjustment.

RECORDS AVAILABLE. October 1926 to September 1932. At station below outlet 

of Prairie power canal October 1916 to September 1917: March 1925 to September 1926.

EXTBEMES. Maximum discharge during year (estimated), 1,550 second-feet 

Mar. 19 (gage height, 4.7feet); minimum, 3.8 second-feet Oct. 17 (gage height, 

0.14 foot).

1926-32: Maximum discharge, that of Mar. 19, 1932; minimum, 2.6 secondfeet in August and September 1931 (gage height, 0.08 foot).

REMARKS. Records good except those for Mar. 18-20, April and May, which 

are fair. Discharge estimated Dec. 12, 13, 15-18, Feb. 2, 5-7, 14, 19-21. 

Diversions above station for irrigation and power. See page 27 for record of 

Prairie power canal.

Discharge, in second-feet, 1931-32

Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept.

11-

12..

13..

14-

15-

21.

22.

23.

24.

25.

26..

27-

28- 

29..

30-

31-

6.0 

6.6 

6.2

W

9

10

6.8

6.5 

4.2 

4.6 

4.8 

5.0

5.0 

5.3

7.7

10

10

10

10

9

9

7.4 

6.5

6.5 

6.2 

6.5 

5.9 

5.6

5.9 

5.6 

5.0 

5.3 

6.2

5.9 

5.6 

5.0 

5.6 

6.0

5.0 

5.6 

5.9 

6.2 

5.0

5.0 

4.8 

5.6 

5.3

7.1 

6.6 

5.6 

6.0 

5.6

5.6 

6.8 

6.2 

6.5 

5.9

6.2 

6.5 

6.5 

5.3 

4.8

46

4.5

4.3

42

4.5

5.0

5.0

10

13

10

14

12

7.7

9

8

7.1

9

10

7.4

5.9

6.8

5.6 

4.2 

4.0

48

7.7

7.7

6.8

6.5

8

8

12

15

9

6.5

6.8

7.7 

8

10

11

10

7.7

10

10

7.4

10

8

7.4

7.4

7.4

7.7

6.8

7.0

8

8

8

8

7.7

7.4

7.7

7.7

S

9

9

8

9

9

11

43

131

223

372

223

127

95

73

59

78

252

252

184

142

140

114

102

110

184

160

390

1,040

1,230

505

300

256

214

315

241

189

189

177

165

189

228

285

256

241

214

177

165

154

143

154

189

270

285

285

256

256

241

214

214

202

165

165

126

130

143

154

165

189

189

189

214

256

241

241

228

228

241

241

241

270

300

315

285

241

202

214

241

270

315

270

214

177

139

128

112

106

124

104

100

93

93

88

84

88

104

97

81

67

54

54

61

79

95

137

122

114

93

82

79

12

12

12

12

12

13

18

14

10

10

10

12

12

10

10

10

10

12

29

22

17

16

14

16

17

16 

10 

16 

W. 

16

Month

River only

Maximum

Minimum Mean

Run-off 

in acrefeet

River and Prairie power canal

Maximum

Minimum Mean

Run-oft 

in acrefeet

October....

November. 

December.. 

January....

February.. 

March.....

April.......

May . 

June.......

July........

August .. 

September.

The year.

11

7.1

14

15

372

1,230

285

315

137

22

13

29

1,230

42

4.8

4.2

40

6.8

59

126

100

25

5

4

10

7.95

5.66

7.17

8.07

41.0

255

201

217

747

12.6

7.6

14.0

71.1

337

441

496

2,360

15,700

12,000

13,300

4,440

769

467

833

51,600

61

62

72

72

434

1,280

347

377

199

58

49

45

1,280

34

34

26

22

16

116

183

162

69

29

16

24

16

47.2

54.2

57.7

56.2

84.4

310

262

279

135

46.0

24.4

31.9

116

2,900

3,230

3,550

3,460

4,860

19,100

16,600

17,100

8,030

2,830

1,500

1,000

84,100
JOHN DAT EIVER BASIN 23

JOES DAY BIVH Af PICTtJUE OOBQE, KBAB DATVIILB, OEEO.

LOCATION. Water-stage recorder in see. 20, T. 12 S., R. 26 E., on John Day

highway 0.7 mile above Rock Creek Bridge and 7 miles northwest of Dayville.

Zero of gage is 2,232.10 feet above mean sea level by 1929 general adjustment. 

RECORDS AVAILABLE. April 1926 to September 1932. 

EXTREMES. Maximum discharge during year, 4,800 second-feet Mar. 19 (gage

height, 14.0 feet); minimum 5 second-feet Aug. 16, 19-24, 26-29 (gage height,

0.3 foot).

1926-32: Maximum discharge, that of Mar. 19,1932; minimum, 1 second-foot

several days in August, September 1930. 

REMARKS. Records good except those estimated, which are fair. Numerous

diversions for irrigation above station.

Discharge, in second-feet, WS1-S&

Day Oct. Nov. Dec Jan. Feb. Mar. Apr. May June July Aug. Sept.

6.. 

7~ 

8.. 

9- 

10.-

16-

17-

18-

19-

20-

31.

73

74

77

79

79

77

76

78

90

99

99

99

102

105

108

108

115

117

115

116

115

99

105

104

120

124

122

120

110

106

115

126

131

133

130

128

126

124

124

124

117

115

123

98

115

104

129

167

174

156

172

157

150

161

148

160

169

163

147

153

152

130

122

131

136

146

144

140

144

162

166

208

192

 160

 135

«145 

160 

178 

224 

208

185

170

152

147

153

172

167

156

155

166

151

 130

160

159

166

155

136

»120

172

185

286

745

1,250

 1,500

 1,200

1,000 800

638

570

540

970

1,520

1,520

1,470

1,040

1,000

940

860

880

1,210

1,150

1,790

2,800

4,420

3,780

2,400

1,900

1,660

1,710

1,820

1,660

1,480

1,440

1,440

1,360

1,400

1,660

1,820

1,860

1,730

1,600

1,400

1,420

1,160

1,130

1,160

1,360

1,600

1,770

1,820

1,730

1,660

1,600

1,520

1,440

1,400

1,240

1,160

1,090

975

 1,100

1,360

1,400

1,520

1,520

1,560

1,520

1,480

1,480

1,440

1,400

1,400

1,360

1,400

1,440

1,520

1,440

1,280

1,130

1,050

1,090

1,130

1,200

1,240

1,050

940

818

730

685

640

656

656

610

£95 

638 

538 

512 

500

512

600

464

407

374

342

332

363

418

580

650

500

452

407

386

363

321

292

264

229

206

184

164

146

131

100

76

62

66

64

48 

43 

 34 

26 

26

23

20

19

18

17

15

15

13

12

12

13

11

6

8

9

7

7

6

6

6

7

6

6

7

7

8

9

9

8

7

6

6

6

6

8

7

8

9

10

8

15

16

17

16

15

13

12

12

12

13

14

Month Maximum Minimum Mean Sun-off In 

acre-feet

October.... 

NovemberDecember.. 

January.... 

February.. 

March..... 

April-. 

May-- 

June .... 

July. 

August 

September.

The year.

> Estimated.

75

124

174

224

1,500

7

73

98

122

4,420

1,860

1,560

595

100

9

17

4,420

540

975

610

131

6

5

6

23.9

100

138

160

284

1,520

1,400

1,190

386

25.0

6.0

9.9

436

1,470

5,950

8,480

9,840

16,300

93,500

83,300

73,200

23,000

1,540

318,000
24 SURFACE WATER SUPPLY, 1932, PART 12 C 

JOHN DAT BIVEE AT SERVICE CBEEK, OEEG.

LOCATION. Water-stage recorder in NEK sec. 18, T. 9 S., R. 23 E., a quarter of 

a mile below Service Creek and three quarters of a mile southwest of Service 

Creek post office. Zero of gage is 1,635.83 feet above mean sea level by 1929 

general adjustment.

RECORDS AVAILABLE. October 1929 to September 1932.

EXTREMES. Maximum discharge during year, 28,900 second-feet Mar. 19 (gage 

height, 16.75 feet); minimum discharge, 48 second-feet Oct. 2, 3; minimum 

gage height^ 0.38 foot Sept. 17, 18.

1929-32: Maximum discharge, that of Mar. 19, 1932; minimum, 20 secondfeet Sept. 6, 1931 (gage height, 0.28 foot).

REMARKS. Records good except those estimated and those for July 18-26, which 

are fair. Many diversions for irrigation above station.

Discharge, in second-feet, 1981-32

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 

Oct.

53

50 

51 

 51 

51

53

58 

62 

64 

68

66 

65 

63 

63 

60

58 

63 

65 

64 

62

63 

70

75 

75 

86

112 

131 

159 

171 

167 

200

Nov.

205

180 

169 

167 

163

165 

163 

165 

163

182

193 

193 

189 

180 

157

193 

221 

228 

240 

240

238 

224 

176 

144 

157

165 

184 

196 

193

191

Dec.

169 

196 

266 

266

268

271 

271 

268 

250 

248

256 

233 

202 

191 

140

142 

233 

308

371 

367

367 

467 

520 

459 

439

419 

439 

455 

475 

375 

459

Jan.

439 

383 

308 

363 

407

419 

403 

419 

419 

475

700 

1,120 

995 

815 

655

632 

610 

678 

995 

1,080

865 

745 

588 

423 

387

520 

632 

588 

588 

542 

520

Feb.

407 

 336

565

"592

498 

359

338 

439 

423 

423

475

520 

498 

542 

610 

1,010

3,420

7,250 

8,050 

8,260

Mar.

5,660 

4,040

3,180 

2,680 

2,490

3,100 

4,760 

4,900 

4,900 

4,040

3,600 

3,380 

3,180 

3,280 

4,380

4,630 

6,860 

16,300 

26,800 

24,400

13,800 

10,500 

8,750 

8,300 

11,000

7,660 

6,120 

7,050 

7,660 

6.670 

7,450

Month

April.... . 

May ..... .

July... ... . ....... ..........

September..... _ .-. . __ ._ . . .

The yes

Apr.

8,980 

10,200 

11,000 

9,460 

8,080

7,250 

6,300 

5,770 

"5,400 

5,770

7,050 

9,220 

11,000 

12,000 

11,200

10,200 

9,460 

8,520 

7,450 

7,870

7,250 

6,480 

5,940 

5,280 

5,280

6,300 

7,050 

7,450 

7,660 

7,680

Maximum

200 

240 

520 

1,120 

8,260 

26,800 

12,000 

10,200

720 

109

81

26,800

May

7,870 

8,750 

8,980 

8,980 

8,520

8,300

8,750 

8,980 

8,980 

8,980

8,750 

8,526 

9,460 

10,200 

8,980

"7,000 

6,300

-6,100 

5,940

 3,500

June

l«2,600 

2,440

"2,100

1,950 

"2,100

2,120 

1,950 

1,790 

1,630

1,510 

1,400 

1,400 

1,340 

1,230

1,100 

1,010 

920 

845 

770

Minimum

50 

144 

140 

308

2,490

5,280

770

110 

58 

57

50

July

720 

640 

560 

525 

490

455 

424 

392 

379 

367

349 

334 

304

283 

271

277 

258 

240 

218 

203

191 

185 

172 

160 

146

140 

135 

126 

120 

113 

110

Mean

80.6 

187 

316 

604 

1,360 

7,470 

7,950 

6,710 

1,830 

300 

75.8 

64.1

2,250

Aug.

109 

107 

107 

104 

99

96 

92 

86 

81 

70

72 

74

76 

80 

81

78 

73 

71 

67 

65

64 

63 

59 

59 

59

59 

60 

62 

58 

59 

61

Sept.

62 

61 

64 

68 

69

66 

65 

62 

60 

59

68 

58 

59 

59 

59

58 

57 

57 

58 

59

62 

64 

65 

71 

81

75 

74 

72 

72 

70

Eun-off in 

acre-feet

4,960 

11,100 

19,400 

37,100 

78,200 

459,000 

473,000 

413,000 

109,000 

18,400 

4,660 

3,810

1, 630, 000

 Estimated.
JOHN DAY BIVEB BASIN 25

JOHH DAT MVI1 AT McDOHALD FBEBT, OBBB.

LOCATION. Water-stage recorder in NWK sec. 11, T. 1 N., R. 19 E., at McDonald 

ferry, half a mile below mouth of Rock Creek. Zero of gage is 392.02 feet 

above mean sea level.

DRAINAGE AREA. 7,800 square miles.

RECORDS AVAILABLE. December 1904 to September 1932.

EXTREMES. Maximum discharge during year, 24,900 second-feet Mar. 20 

(gage height, 10.6 feet); minimum discharge, 37 second-feet Sept. 8; minimum 

gage height, 1.01 feet Oct. 3. ......

1904-32: Maximum discharge, that of Mar. 20, 1932; mmmnftn, 4 secondfeet Aug. 31, 1931 (gage height, 0.68 foot).

Maximum stage known, 12.8 feet probably in 1894 (estimated discharge, 

33,000 second-feet).

REMARKS. Records excellent except those estimated Nov. 19 to Dec. 22, Feb. 

3-6, which are fair. Diversions for irrigation above station.

Discharge, in second-feet, 1931-38

Day

1...... __ ...

2.. ____ .

3......... -

4.. ____ .....

5.. .... .....

6... __ .......

7 _______ .

8... ... _ ..

9.. .........

10-... .. ..

11....... ...... .

12.

13 .....

14 . 

15.... ..

16 

17 _______ .

18.... __ ......

19 __ ..........

20

21. . 

22.. .. .

23 ...

34

25

26

27 

28 __ ..........

29 ...

30 ..........

31.... __ .

Oct.

60 

58 

55 

60 

65

60 

60 

60 

60

58

60 

62 

65 

72 

78

78 

75 

75 

78

78

78 

84 

84

78 

78

78 

90 

96 

99 

122 

148

Nov.

176 

176 

195 

220 

200

190 

195 

205 

195 

195

190 

190 

200 

225 

230

220 

220 

205

203

......

Dee.

259

525 

574 

616

599 

501 

493 

478 

501 

549

Jan.

478 

485 

509 

470 

378

418 

455 

485 

509 

565

590 

840 

1,060 

1,310 

1,190

1,030 

906 

849 

916 

1,050

1,320 

1,210 

988 

821 

704

624 

699 

668 

758 

767 

740

Feb.

448 

410 

360 

350 

360

390 

418 

633

878 

898

868 

785 

722 

659 

541

517 

509 

455 

509 

677

812 

849 

1,040 

1,420 

2,300

2,640 

3,860 

8,230 

9,290

Mar.

8,610 

6,230 

4,380 

3,620 

3,140

2,880 

3,420 

5,430 

5,430 

5,430

4,620 

4,050 

3,830 

3,620 

3,720

4,870 

5,430 

8,440 

14,800 

22,900

20,600 

12,600 

10,200 

8,660 

8,360

10,500 

8,060 

7,040 

7,470 

8,060 

7,180

Month

December ___ ... . .

April....... ........... ............................

May. .........................................

July ______ _ ..... . . .

September. _ . ....

The year .. . ...

Apr.

8,060 

8,970 

9,900 

10,200

9,280

8,060 

6,900 

6,070 

5,670 

6,410

5,940 

7,180 

8,970 

10,200 

11,200

10,200 

9,590 

9,280 

8,360 

7,760

7,760 

5,410 

6,940 

6,640 

6,160

5,280 

6,340 

7,180 

7,470 

7,470

Maximum

148

616 

1,320 

9,290 

22,900 

11,200 

9,590 

2,880 

762 

134 

78

22,900

May

7,470 

7,769 

8,660 

8,660 

8,660

8,360 

8,360 

8,660 

8,660 

8,660

8,660 

8,360 

8,360 

9,280 

9,590

8,360 

7,040 

6,340 

6,200 

6,340

6,200 

6,200 

6,070 

5,030 

4,440

3.960 

3,660 

3.360 

3,160 

3.070 

3,070

June

2,880 

2,790 

2,700 

2,620 

2,530

2,440 

2,440 

2,280 

2,120 

2,040

1,960 

1,890 

1,960 

1,960 

2,040

2,120 

2,440 

2,280 

2,040 

1,820

1,670 

1,550 

1,430 

1,380 

1,340

1,270 

1,160 

1,070 

957 

850

Minimum

55

378 

350 

2,880 

5,160 

3,070 

850 

138 

42 

40

40

July

762 

690 

642 

578 

522

485 

448 

427 

393 

373

341 

322 

310 

292 

269

263 

258 

258 

269 

258

241 

220 

204 

195 

190

186 

176 

158 

146 

142 

138

Mean

75.8 

202 

340 

764 

1,440 

7,530 

7,690 

6,800 

1,930 

328 

84.7 

50.7

2,270

Aug.

134 

134 

126 

115 

115

112 

112 

104 

98 

98

98 

94 

90 

90 

81

75 

75 

75

78 

75

75 

72 

69 

69 

66

60 

64 

52 

47 

42 

42

Sept

44 

44 

44 

42 

40

44 

44 

40 

44 

62

54 

52 

64 

67 

64

52 

60 

47 

44 

47

47 

62 

52 

54 

62

57 

57 

60 

63 

78

Run-off in 

acre-feet

4,670 

12,000 

20,900 

47,000 

82,800 

463,000 

468,000 

418,000 

115,000 

20,200 

6,210 

3,020

1,650,000
26 SURFACE WATER SUPPLY, 1932, PART 12 C

STRAWBERRY GREEK ABOVE SOUTH FORK, NEAR PRAIRIE CITY, OREO.

LOCATION. Water-stage recorder in SWK sec. 20, T. 14 S., R. 34 E., 100 feet 

above mouth of South Fork of Strawberry Creek and 8H miles south of Prairie 

City.

RECOKDS AVAILABLE. October 1930 to September 1932.

EXTKEMES. Maximum discharge during year, 80 second-feet May 20 (gageheight, 2.33 feet); minimum, 1.4 second-feet Oct. 7-21, 23, 24, 26-28.

1930-32: Maximum discharge, that of May 20, 1932; minimum, 1.4 secondfeet Jan. 8, 19, Oct. 7-21, 23, 24, 26-28, 1931.

REMARKS. Records good. Discharge estimated Nov. 21-24. Dec. 15-17, Jan. 

2-4,13, 14, 22-25. No diversions above station. Some natural regulation by 

Strawberry Lake.

Discharge, in second-feet, 1931-32

Day

1

2......... ......

3- ____ . __ .

4. ...

5. - ......

6- . .........

7... _ ..... _ .

8. . ......

9 ...............

JO ...............

11...............

12 ________

18 __ __ .

14 ...

15.... ... _ .

KJ . .... _

17 ____ . __ .

18 ..

19 .. ____ . _

................

21.... _____ .

22 ________ .

23 ____ .......

84...... _ .

25... . .

2«...............

27 ...............

28-.-.. ......

29

30 

81 

Oct.

1.5 

1.5 

1.6 

1.5 

1.5

1.5 

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

L4 

1.7 

1.4 

1.4 

1.5

1.4 

1.4 

1.4 

1.5 

1.5 

1.5

Nov.

L6 

L6 

1.6 

1.7 

1.7

L7 

1.7 

1.7 

1.7 

L7

1.7 

LT 

L7 

1.7 

1.7

1.7 

1.7 

1.7 

1.7 

1.7

1.7 

1.7 

1.7 

1.7 

1.8

1.8 

1.8 

1.7 

1.7 

1.7

Dec.

1.7 

L7 

1.7 

1.7 

1.7

1.7 

1.6 

1.6 

1.6 

1.6

1.6 

1.6 

1.6 

1.6 

1.6

1.6 

1.6 

L6 

1.6 

1.6

1.6 

1.6 

1.6 

1.6 

1.6

1.6 

1.6 

1.6 

1.6 

1.6 

1.7

Jan.

1.7 

1.7 

1.7 

1.7 

1.7

L7 

1.6 

1.7 

1.7 

1.6

1.7 

1.7 

1.7 

1.7 

1.7

LT 

L7 

L7 

L7 

1.7

1.7 

1.7 

1.7 

1.7 

L7

1.7 

L7 

1.7 

1.7 

1.7 

L7

Feb.

L7 

L7 

1.7 

L7 

L7

L7 

L6 

L6 

L6 

L6

L6 

1.6 

L6 

L6 

L6

L6 

L6 

1.6 

1.6 

L6

L6 

1.6 

1.5 

L5 

1.6

L6 

1.7 

1.0 

2.0

Month

January ___ . ___ ... __________ . __ .... _ .

April....... ........ ....................................

May - ........................................... June ___ ________ . __ ... . ...

July... . ..................... ..................... August _ ..... _ .-. _ _____ _ _ .

September

.Mar.

1.9 

1.9 

L8 

1.8 

1.8

1.8 

1.8 

1.7 

1.7 

1.7

1.7 

1.7 

L7 

1.7 

L7

1.7 

1.8 

S.4 

5.8 

48

46 

46 

44 

46 

44

44 

44 

44 

4.4 

4.4 

44

Apr.

5.1 

6.3 

6.8 

6.8 

6.3

5.8 

5.8 

5.5 

5.3 

5.5

6.5 

8.6 

11 

13 

13

13 

13 

12 

12 

12

11 

11 

10 

9.9 

11

13 

14 

14 

16 

16

MftTi'mr;m

L7 

1.8 

1.7 

1.7 

2.0 

5.8 

16 

77 

58 

37 

9.1 

4.6

77

May

18 

20 

20 

20 

20

22 

26 

31 

36 

42

46 

50 

63 

72 

71

65 

65 

70 

75 

77

75 

71 

51 

47 

45

44 

43 

40 

38 

37 

36

June

35 

36 

36 

37 

39

42

41 

89 

39 

40

44 

40 

52 

65 

56

67 

55 

52 

52 

62

53

54 

58 

57 

56

62 

44 

42 

39 

38

Minimum

L4 

1.6 

L6 

1.6 

1.5 

L7 

5.1 

18 

35 

9.1 

46 

2.8

L4

July

37 

37 

33 

31 

29

26 

25 

22 

21 

19

17 

16 

15 

14 

14

13 

12 

12 

11 

11

11 

10 

10 

10 

9.8

9.8 

0.5 

0.1 

9.1 

9.5 

0.1

Mean

L44 

L70 

1.62 

1.69 

1.64 

3.00 

9.94 

46.3 

46.7 

16.7 

6.68 

3.55

1L8

Aug.

9.1 

8.8 

8.4 

8.4 

8.1

8.1 

7.9 

7.9 

7.9 

7.6

7.3 

7.3 

7.0 

7.0 

6.8

6.8 

6.5 

6.5 

6.2 

6.0

5.7 

5.7 

5.5 

5.5 

6.3

5.3 

5.1 

5.1 

49 

4.9 

46

Sept.

46 

44 

4.4 

44 

44

4.4 

4.2 

4.2 

4.0 

3.8

3.8 

3.8 

3.8 

3.4 

3.4

3.2 

3.2 

3.2 

3.2 

3.2

3.1 

3.1 

3.1 

3.1 

2.0

2.9 

2.9 

2.8 

2.8 

2.8

Run-oft in 

acre-feet

89 

101 

100 

104 

94 

184 

591 

2,850 

2,780 

1,030 

411 

211

8,540
JOHN DAY EIVEE BASIN 27

PRAIRIE POWER CANAI AT PRAIRIE CITY, OREG.

LOCATION. Staff gage in sec. 11, T. 13 S., R. 33 E., 240 feet above county road

bridge over canal and 1 mile south of Prairie City. 

RBCOBDS AVAILABLE. May 1925 to September 1932. 

EXTREMES. Maximum discharge during year, 67 second-feet May 17, 19, 21.

No flow from about 5 p.m. Mar. 18 to about 4 a.m. Mar. 19.

1925-32: Maximum discharge, 71 second-feet Dec. 10, 1929; no flow at

times. 

REMABKS. Records fair. Discharge estimated Nov. 29, 30, Jan. 3. Canal

diverts from John Day River in SEJ4 sec. 7, T. 13 S., R. 34 E. Water is used

by power plant at Prairie City and is returned to river below gaging station on

John Day River at Prairie City.

Discharge, in second-feet, 1931-82

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 _____ 

OK

26 

27 ___ . _ 

28. 

29 _______ -

30... ___

31 

Oct.

29

30

29

30

29

29

30

32

36

36

38

36

38

40

40

40

38

40

38

38

40

42

48

42

40

48

50

52

52

52

52

Nov.

50

48

48

48

48

48

46

57

57

52

50

46

52

52

50

52

52

52

52

36

32

29

44

44

50

52

52

52

52

52

Dec.

52

57

57

57

52

52

52

50

52

48

38

42

26

22

23

29

62

62

57

57

57

52

57

57

57

57

57

57

57

52

57

Jan,

57

57

57

57

57

57

57

57

57

57

57

57

48

22

24

48

57

57

57

57

23

14

16

20

26

57

57

57

57

57

52

Feb.

18

17

14

36

52

52

52

52

52

52

52

50

50

8

14

23

22

21

52

57

52

52

52

57

57

62

62

62

57

Mar.

62

57

57

57

57

62

57

48

50

52

50

48

50

48

57

52

62

40

52

57

62

57

57

57

57

57

57

57

57

57

57

Apr.

57

57

62

62

57

57

62

57

62

62

62

57

62

62

62

62

62

57

62

62

62

62

57

62

62

57

62

62

62

62

May

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

67

62

67

62

67

62

62

62

62

57

62

57

62

62

62

June

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

62

57

48

50

44

July

36

32

32

36

32

30

30

29

26

26

24

23

23

32

32

30

32

34

32

40

42

38

36

36

36

36

38

40

42

40

42

Aug.

40

40

38

38

29

28

26

21

21

18

14

14

14

10

10

11

10

10

9

10

9

10

9

10

10

10

9

10

10

10

14

Sept.

14

14

14

15

16

16

16

17

16

16

15

14

14

15

14

15

15

16

16

18

22

22

23

23

23

23

24

23

"M

24

Month

October __ . _

November _ ... ..................................

April . ... . ...

May ., ......

July ... .

The year.... .....................................

Maximum

52

57

62

67

62

62

62

67

fi9

42

40

24

67

Minimum

29

29

22

14

8

40

57

57

44

23

14

8

Mean

39.2

48.5

50.5

4-ft 1

43.4

55.1

60.5

62.2

60 4

33.5

16.8

17 Q

446

Run-off in 

acre-feet

2,410

2,890

3,110

2 960

2,500

3,390

3,600

3

oon

9 flfifl

1,030

1,070

32,400

174920 33 3
28 SURFACE WATER SUPPLY, 1932, PART 12 C 

NORTH FORK OF JOHN DAT RIVER NEAR DALE, OEEQ.

LOCATION. Water-stage recorder in SE^ sec. 35, T. 6 S., R. 31 E., three eighths 

of a mile below Desolation Creek and 1% miles northeast of Dale.

RECORDS AVAILABLE. October 1929 to September 1932.

EXTREMES. Maximum discharge during year, 4,990 second-feet May 14 (gage 

height, 8.4 feet); minimum, 13 second-feet Nov. 13 (gage height, 1.59 feet).

1929-32: Maximum discharge, that of May 14, 1932; minimum, 11 secondfeet Nov. 13,1929. '

REMARKS. Records good except those estimated Nov. 22 to Jan. 9, Jan. 11 to 

Feb. 28, which are fair. Some small diversions for irrigation above station; no 

regulation.

Discharge, in second-feet, 1931-32

Day

1_ _ _ . _ . __ ....

2 _.i _ ...........

S.. ...................

i.. ...................

5... ... ..... .... ......

6 ____ . __ ........

7 ____ ...... _ .....

8- . _ ..... _ - _ .

9. .. ... ........

10. --_ _ _.

11 __ . _ ..... _ ......

12... _ ......... _ ....

13. ......... .........

14.. .............. ......

15... __ ...............

16. . _ .- _ _.

17. ..................

18 __ ___- ..

19. ..................

20. ..................

21- .. .. ......

22... _ . __ ...........

23

24. _ ... ...

25 .-.-. . _.

"iS. .....................

27 __ ......... _ .... ..

28 - ...

29 __ ..... ___ .......

30 

31 

Oct.

33 

33 

33 

33

38

42 

45 

38 

36 

36

35 

33 

30 

35 

35

33 

34 

34 

34 

33

36

42 

50 

55

55

70 

61 

65 

105

88 

65

Nov.

56 

52 

50 

51 

49

46 

45 

50 

52 

51

44

25 

25 

62 

56

55 

58 

59 

56 

58

56 

35

Jan.

65 

71

87

Feb.

120 

360

Month

July... . ... ..... ... ....

September .. . ..... . 

Mar.

268 

220 

192 

178 

180

190

185 

188 

188 

188

180 

154 

168 

185 

200

198 

300 

566 

1,280 

1,020

780 

610 

505 

530

535

455 

410 

446 

446 

442 

500

Apr.

621 

780 

810 

750 

648

540 

510 

475 

495 

610

910 

1,440 

1,840 

2,300 

1,920

2,020 

1,790 

1,520 

1,400 

1,360

1,160 

1,020

875 

840 

875

1,280 

1,560 

1,740 

2,150 

2,200

Maximum

105 

62 .

1,280 

2,300 

4,630 

1,320 

324 

72 

49

4,,630 .

May

2,450 

2,650 

2,750 

2,750 

2,750

3,160 

3,380 

3,600 

3,600 

3,710

3,600 

4,040 

4,630 

4,390 

3,490

2,950 

2,950 

3,270 

3,160 

2,950

2,850 

2,300 

1,920 

1,740 

1,560

1,360 

1,200 

1,120 

1,120 

1,120 

1,080

June

1,080 

1,050 

1,050 

1,120 

1,080

980 

875 

840 

875 

945

980 

1,050 

1,080 

1,200 

1,320

1,120 

945 

840 

780 

750

714 

780 

750 

676 

610

530 

470 

428 

390 

356

Minimum

30

154 

475 

1,080 

356 

75 

38 

34

July

324 

300

286 

259 

238

217 

200 

185 

173 

166

154 

152 

154 

163 

149

138 

130 

121 

117 

115

109 

101 

93

89 

84

86 

82 

80 

79

75 

79

Mean

45.0 

45.7 

63.0 

80.8 

128 

383 

1,210 

2,700 

855 

152 

49.1 

39.0

481

Aug.

72 

67 

67 

64

58

55 

52 

51 

50 

51

56 

58 

56 

51 

50

49 

46 

44 

40 

40

42 

39 

39 

44

42

39 

39 

39 

38 

38 

45

Sept

45 

44 

44 

42 

39

37 

36 

36 

36 

36

37 

36 

34 

34 

35

37

35 

34 

35

38

47 

49 

45 

43 

42

39 

38 

42 

37 

37

Run-off in 

acre-feet

2,770 

2,720 

3,870 

4,970 

7,360 

23,600 

72,000 

166,000 

50,900 

9,350 

3,020 

2,320

349,000
JOHN DAY EIVEE BASIN 29

NORTH FORK OF JOHN DAY RIVER AT MONUMENT, OEEG.

LOCATION. Water-stage recorder in E^ sec. 1, T. 9 S., R. 27 E., just below

entrance to canyon three quarters of a mile west of Monument. 

RECORDS AVAILABLE. March 1925 to September 1932. 

EXTREMES. Maximum discharge during year, 17,800 second-feet Mar. 18 (gage

height, 14.8 feet); minimum, 7 second-feet Nov. 24 (gage height, 0.78 foot). 

1925-32: Maximum discharge, that of Mar. 18, 1932; minimum, that of

Nov. 24, 1931. 

REMARKS. Records good except those estimated, which are fair. Several small

diversions for irrigation above station.

Discharge, in second-feet, 1981-82

Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept.

11..

12.. 

13-

14.

15.

16. 

IT18.

19.

20.

21.

22.

23.

24. 

25-

26.

27. 

28-

29.

30.

31.

 100

 160 

150 

140 

133 

133

128

126

133

133

143

135

133

100

81

135

135

143

153

148

150

145

72

35

20

52

74

115 "140

 145

 145

"145 

140 

143 

156 

166

158

150

145

145

145

'134

203

214

285

330

296

292

282

288

288

320

306

330

292

'260 

'240 

'240 

 250 

272

263

263

266

 420

>290

143

'600

4,430

5,530

4,700

3,220

2,420

1,810

1,600

'4,600

5,810

5,950

5,810

6,230

6,370

6,230

5,950

5,810

6,230

5,810

6,230

6,650

7,520

7,230

6,230

6,510

5,250

4,160

4,020

3,020

4,700

6,800

7,520

8,100

8,250

8,700

8,250

6,650

6,230

6,090

5,810

5,390

4,560

5,250

5,250

5,250

5,110

5,670

5,810

5,390

5,670

6,370

6,510

6,370

6,510

6,370

6,370

6,090

6,800

7,080

6,940

'6,800 

'7,200 

»7,500 

7,810 

5,950

6,090

5,950

5,670

5,390

5,250'

5,530

4,020

4,020

3,350

3,160

2,710

2,530

2,350

2,290

2,110

2,170

2,110

2,050

1,990

1,930

1,760

1,650

1,600

1,540

1,600

1,650

1,700 

"1,700 

1,700 

1,870 

1,930

1,870 

1,870 

1,820 

"1,640 

"1,420

1,100 

"1,100

1,100 

"1,060

1,020

"975 

930 

"700 

"600 "550

 500 '450

 400 

'350 

303

 295 

287 283

279 >271

 263 

255

'234 

214 »204

194 »185

'176

167 »150

132 '125

118 »116

114

 118 

123 

"120 

"117 

"115 "112

 109 "107

 104 

101 94

77 "76 

"75

74

"79

84 "79

74 "72

70 -67 

64 "59 

54

"57 

60 "58 

57 "56

54 "56

57 58 

60 

54

57 

67 

65 62 

60

57

54

56

56

57

57

57

57

56

57

57

59

57

(50 

70 

79

77

74

67

74

74

Month Maximum Minimum Mean Run-off in 

acre-feet

October.... 

Novembet.

January. 

February.. 

March 

April.......

May. ___ 

June. .. 

July........

August .. 

September.

160

330

5,530

8,700

7,810

2,110

500

109

79

Theyear.

1 Estimated.

3,020

2,110

550

112

54

54

20

89.1

121

204

378

855

4,760

6,030

5,270

1,480

218

72.1

62.6

1,630

5,480

7,200

12,500

23,200

48,000

293,000

359,000

324,000

88,100

13,400

4,430

3,720

1,180,000
30 SURFACE WATER SUPPLY, 1932, PART 12 C

MIDDLE FORK OF JOHN DAY BIVEE AT BITTER, OBEG.

LOCATION. Water-stage recorder in NW^ sec. 8, T. 8 S., R. 30 E., at bridge half a

mile south of Ritter.

RECORDS AVAILABLE. October 1929 to September 1932. 

EXTREMES. Maximum discharge during year ending Sept. 30, 1931, 1,960

second-feet Apr. 1 (gage height, 5.75 feet); minimum, 2.9 second-feet Aug. 20,

24, 25.

Maximum discharge during year ending Sept. 30, 1932, 4,000 second-feet

Mar. 19 (gage height, 7.78 feet); minimum, 2.0 second-feet Nov. 22.

1929-32: Maximum discharge, that of Mar. 19, 1932; minimum, that of

Nov. 22, 1931. 

REMARKS. Records good except those estimated because of ice and those above

1,500 second-feet, which are fair. A few small diversions for irrigation above

station. Records for year ending Sept. 30, 1931, supersede those published in

Water-Supply Paper 714 because of revision of records Mar. 17 to May 17,

1931.

Discharge, in second-feet, 1980-82

Day

1930-31 

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 

Oct.

34

32

29

28

27

27

45

96

58

47

37

36

35

34

33

33

32

32

32

32

32

31

31

32

34

38

36

36

34

32

32

Nov.

33

32

32

32

32

32

32

32

33

35

35

36

38

38

21

28

46

43

28

37

45

37

34

30

30

11

20

29

40

41

Dec.

34

36

45

43

37

32

QA

8

18

30

41

45

48

45

4ft

39

QQ

42

42

1Q

34

O7

1 22

Jan.

50

62

62

64

64

64

63

59

57

55

54

45

45

52

112

103

71

70

76

78

90

73

67

Feb.

57

64

60

60

62

64

79

60

59

57

62

72

63

66

60

72

63

72

87

74

64

ft9

70

63

63

54

60

62

Mar.

68

94

103

121

108

94

87

84

92

90

103

166

208

236

263

343

323

409

530

448

487

638

482

413

390

333

296

269

257

311

966

Apr.

1,830

1,290

822

678

638

838

942

854

720

684

649

595

690

684

495

555

580

565

' 515

469

440

444

413

373

349

339

376

420

469

482

May

496

545

580

565

530

540

520

440

405

383

336

366

359

383

432

387

349

299

263

239

214

198

186

175

164

152

140

128

115

106

101

June

96

89

84

79

72

67

62

60

58

67

64

57

53

55

63

110

146

142

148

113

97

92

96

82

72

64

57

57

54

52

July

46

40

38

34

32

31

29

28

26

24

20

20

18

17

16

14

13

14

13

13

13

13

12

10

10

10

10

9.5

9.0

8.5

9.5

Aug.

9.5

9.5

9.0

8.5

8.5

8.0

7.5

6.7

6.3

6.0

6.0

6.0

6.0

6.0

4.6

3.9

4.6

4.6

4.6

3.2

3.4

3.4

3.2

3.2

3.2

3.4

3.6

3.2

3.6

3.6

4.3

Sept.

4.6

5.6

4.6

6.0

4.3

4.6

6.3

8.5

11

14

14

14

13

12

12

11

12

15

17

23

22

18

18

18

19

18

18

IB

17

21
JOHN DAY RIVER BASIN 31

Discharge,in second-feet, of Middle Fork of John Day River at Ritter, Oreg., 19SO-S2 

Continued

Day

1931-32 

1 _ ... .. _

2...............

3........ .......

4........ _ I...

6........ _ ....

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 

Oct.

16 

14 

14 

14 

20

21 

22 

21 

22 

21

21 

21 

22 

22 -22

21 

21 

23 

23 

28

24 

23 

33 

40 

37

37 

41 

38 

50 

43 

37

Nov.

36 

34 

32 

32 

31

30 

30 

32 

34 

35

34 

28 

17 

37 

35

29 

41 

39 

38 

39

28 

4.3 

7.0 

13 

20

26 

31 

34 

33 

27

Dec.

25 

38 

44 

44 

41

40 

38 

38 

38

38

38

35 

45 

47 

44 

44

46 

41 

39 

39 

38

38 

38 

38 

39 

42 

39

Jan.

35 

38 

43 

44 

45

43 

42 

43 

43 

50

59 

79 

70 

60 

51

47 

47 

51 

53 

51

50 

46 

39 

41 

43

46 

50 

50 

50 

48 

47

Feb.

41

43

56 

54 

55 

54

53 

48 

50 

51 

53

50 

51 

59 

66 

64

60 

57 

54 

59 

94

398 

611 

612

633

.......

Month

1930-31

April.. 

May...-..................-........ ................

July... 

September ___ __________________ ...

Theyear - . . -- ---- ...

1931-32

November. _______________________

December _______________________

January... __________________ . _ ..

March. ________________________

April........................... . ......

Jane

July - . _ .._.

August _______________________ ...

Mar.

420 

323 

260 

219 

219

369 

356 

439 

432 

359

349 

327 

305 

308 

394

400 

929 

2,120 

3,230 

2,110

2,160 

886 

782

822 

974

798 

672 

790 

878 

822 

1,170

Apr.

1,380 

1,880 

1,780 

1,520 

1,290

1,010 

934 

926 

966 

1,140

1,470 

1,780 

1,960 

2,010 

1,780

1,700 

1,560 

1,380 

1,290 

1,240

1,060 

934 

822

755 

862

1,040 

1,100 

1,110 

1,150 

1,110

Maximum

1,

< 

96 

46 

46 

112 

87 

966 

830 

580 

148 

46 

9.5 

23

1,830

3,

2

1,

3,

50 

41, 

47 

79 

633 

230 

010 

420 

416 

87 

32 

25

230

May

1,150 

1,200 

1,240 

1,240 

1,150

1,160 

1,200 

1,200 

1,200 

1,240

1,200 

1,290 

1,420 

1,420 

1,200

1,030 

966 

990

974 

942

902 

790 

672 

605 

560

515 

464 

432 

440 

432 

424

June

405 

402 

398 

405 

402

376 

349 

343 

339 

343

356 

359 

387 

373 

416

376 

323 

287 

260 

239

222 

211 

198 

182 

162

148 

136 

121 

103 

94

Minimum

27 

11

8

54 

68 

339 

101 

52 

8.5 

3.2 

4.3

3.2

14 

4.3 

25 

35

219 

755 

424 

94 

31 

12 

14

4.3

July

87 

80 

78 

78 

76

68 

60 

58 

54 

53

52 

51 

54 

64 

60

65 

51 

48 

45 

45

45 

42 

39 

36 

37

38 

36 

33 

32 

31 

32

Mean

36.4 

33.1 

32.2 

62.5 

64.4 

284 

640 

326 

80.3 

19.4 

5.39 

13.3

133

26.2 

29.5 

39.5 

48.5 

124 

794 

1,300 

956 

290 

52.2 

17.9 

18.6

308

Aug.

32 

31 

29 

27 

24

20 

19 

19 

16 

15

18 

20 

19 

18 

16

16 

16 

14 

14 

12

13 

13 

14 

14 

13

13 

15 

16 

16 

16 

16

Sept.

20 

19 

17 

16 

16

16 

15 

15 

15 

15

14 

14 

16 

17 

18

18 

18 

15 

15 

19

23 

25 

24 

23 

22

22 

22 

25 

24 

20

Run-off In 

acre-feet

2,240 

1.970 

1,980 

3,840 

3,580 

17,500 

38,100 

20,000 

4,780 

1,190 

331 

791

96,300

1,610 

1,760 

2,430 

2,980 

7,130 

48,800 

77,400 

58,800 

17,300 

3,210 

1,100 

1,110

* 224,000
SURFACE WATER SUPPLY, 1932, PART 12 C

FOX CREEK AT GORGE HEAR FOX, OSEG.i

32

LOCATION. Water-stage recorder in NW% sec. 17, T. 11 S., R. 29 E., at head of 

gorge 6 miles southwest of Fox.

RECOKDS AVAILABLE. October 1930 to September 1932.

EXTREMES. Maximum discharge during year, 700 second-feet Mar. 18 (gage 

height, 4.55 feet); no flow at times.

1930-32: Maximum discharge, that of Mar. 18, 1932; no flow at times,

REMARKS. Records good except those estimated and those above 150 secondfeet, which are poor. Several diversions for irrigation in valley above station.

Discharge, in second-feet, 19S1-32

Day

1 .._ -_

2 _____ ....

3 _ ... _ ....

4.............

5... . ...

6-. ...... .

7.............

8 _ ...

9... . ...

10... ..........

11.............

12.............

13.............

14.............

15.............

Feb.

-0.2

Mar.

93 

43 

39 

39

22

34

29 

58 

106 

101

108 

111 

85 

101 

208

Apr.

176 

182 

152 

139

121

96 

88 

77 

74 

82

101 

123 

137 

158 

137

May

150 

170 

162 

194 

172

154 

145 

132 

121 

113

103 

88 

79 

70 

59

June

22 

18 

16 

12 

10

9.8 

8.6 

6.7 

7.0 

6.4

5.4 

4.6 

2.6 

4.2 

5.8

Day

16 

17 

18 

19 

2C

21 

22 

23 

24

25

26 

27 

28 

29 

30 

31

Month

April.... ............................................

June __ . ___ . _________________ .....

July.... - . ,-. .......... ._.. . .

September.. __ ___________________

The year

. . ...

Maximum

218 

588 

182 

194

22

588

Feb.

«0.2

52 

137 

218 

143

Mar.

178 

290 

530 

588 

252

172 

158 

137 

250 

184

U8 

130 

184 

145 

156 

172

Minimum

22 

74 

20 

.2

0

Apr.

136 

134 

121 

120 

116

95 

100 

95 

82 

134

130 

139 

141 

134 

134

Mean

«.l 

«.l 

19.1 

156 

122 

78.3 

5.37 «.l 

«.l

31.8

May

48 

41 

36 

32 

30

44 

44 

34 

29 

23

22 

20 

. 22 

36 

28 

25

June

4.8 

4.0 

2.8 

2.3 

1.9

1.6 

1.2 

.9 

.6 

.5

.4 

.3 

.2 

.2 

.2

Run-off in 

acre-feet

6 

6 

1,100 

9,590 

7,260 

4,810 

320 

6 

6

23,000

« Estimated.

NOTE. Practically no flow during months omitted.

i The lower portion of this stream is named Oottonwood Creek.
SUKFACE WATER SUPPLY, 1932, PART 12 C 33

DESCHUTES RIVER BASIN

CRANE PEAIEIE RESERVOIR HEAR LAPINE, OEEG.

LOCATION. Staff gage at reservoir dam in NW^ sec. 16, T. 21 S., R. 8 E., 15 

miles northwest of Lapine. Zero of gage is 4,400.0 feet above mean sea level.

RECORDS AVAILABLE. November 1922 to September 1932.

EXTREMES. Maximum contents during year, 27,860 acre-feet June 8 (gage 

height, 38.84 feet); no storage Oct. 1 to Jan. 1, when gates were open and natural 

flow was passing through reservoir (gage height, below 28.40 feet).

1922-32: Maximum contents, 50,830 acre-feet Jan. 10-13, 1924 (gage height, 

44.10 feet); no storage at times.

REMARKS. Records good. Reservoir was completed by North Canal Co. in 

1922; gates were first closed Nov. 4, 1922. Capacity of reservoir is 55,200 

acre-feet at spillway crest at gage height 45 feet. Stored water is used for 

irrigation of lands near Bend and Redmond. Records furnished by State 

engineer.

Stage and contents of Crane Prairie Reservoir, 19S1 S®

Date

Sept. 30 ......

Oct. 31...... ....

Nov. 30 __ ... __ .

Dec. 31 _ . ........

Jan. 31 . Feb. 29 __ . __ ...

Mar. 31 ___ ... ...

Apr. 30 

Gage 

height

(feet)

«27.5

«27.6

28.00

27.80

31.14

34.46

35.78

Contents 

(acre-feet)

0

0

0

0

3,369

12,250

16,600

Change in contents 

during 

month 

(acre-feet)

0

0

0

+3,369

+6,585

+4,350

Date

May 31... ......

July 31.... 

Aug. 31 . 

Gage 

height 

(feet)

38.40

38.16

35.60

34.20

33.88

Contents 

(acre-feet)

26,140

25,220

15,980

11,440

10,460

Change in contents 

during 

month 

(acre-feet)

+9,540 -920

-9,240

-4,540 -980

-j-in <iflft

 Water below gage; stage estimated.

DESCHUTES BITER AT CRAKE PEAIRIE, NEAR LAPINE, OBEG.

LOCATION. Water-stage recorder in NWK sec. 16, T. 21 S., R. 8 E., 200 yards

below Crane Prairie Dam and 15 miles northwest of Lapine. Prior to May 10,

1932, staff gage at same location and datum. 

RECORDS AVAILABLE. January 1914 to June 1917; February 1922 to September

1932. 

EXTREMES. Maximum discharge during year, 431 second-feet Aug. 9-11 (gage

height, 2.08 feet); minimum, 17 second-feet Mar. 2-13 (gage height, 0.40 foot). 

1914-17, 1922-32: Maximum discharge, 604 second-feet Apr. 18, 1924 (gage

height, 2.40 feet); minimum, 2.5 second-feet Apr. 24, 1923, caused by closing

of dam (gage height, 0.05 foot). 

REMARKS. Records good. Discharge interpolated because of ice effect Nov.

22-25, Dec. 12-19. Flow partly regulated since Nov. 4, 1922, by storage in

Crane Prairie Reservoir. Records furnished by State engineer.
34 SURFACE WATER SUPPLY, 1932, PART 12 C

Discharge, in second-feet, of Deschutes River at Crane Prairie, near Lapine, Oreg.,

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 

Oct.

126 

126 

126 

126 

126

128 

128 

128 

128 

128

126 

126 

126

126 

126

128 

128 

128 

128 

128

128 

146 

146 

146 

156

156 

156 

146 

146 

141 

141

Nov.

136 

131 

128 

128 

126

126 

126 

131 

131 

131

131 

131 

126 

126 

131

131 

131 

131 

136 

136

136 

I 136

136 

136 

136 

136 

136

Dec.

136 

136 

136 

136 

136

136 

136 

136 

136 

136

136 

136

136

136 

126 

126 

126 

126

126 

136 

136 

136 

136 

136

Jan.

92 

47 

47 

47 

47

47 

47 

44 

44 

47

47 

47 

47 

56 

56

56 

56 

66 

56 

56

56 

56 

56 

56 

56

56 

56 

56 

56 

66 

56

Feb.

56 

56 

66 

66 

56

56 

56 

56 

56 

56

56 

56 

56 

56 

56

56 

56 

56 

56 

56

56 

56 

56 

66 

56

56 

56 

56 

47

Month

December

AprU. ..... . .... ... .............

July 

September. . __ . ... . 

Mar.

47 

38 

17 

17 

17

17 

17 

17 

17 

17

17 

17 

17 

18 

18

20 

20 

21 

21

21

21 

21 

21 

21 

21

21 

21 

21 

21 

21 

21

Apr.

21 

21 

21 

21 

21

21 

21 

21 

23 

23

82 

111 

111 

121 

121

121 

121 

126 

126 

126

126 

126 

126 

126

126

126 

126 

126 

126 

126

Maximum

156 

136 

136 

92 

66 

47 

126 

164 

367 

404 

431 

334

431

May

126 

126 

126 

126 

126

136 

136 

136 

136 

141

141 

141 

144 

144 

146

146 

146 

148 

151 

154

164 

151 

164 

154 

154

156 

168 

161 

161 

161 

164

June

164 

164 

166 

166 

166

166 

166 

209 

247 

250

250 

250 

250 

250 

250

250 

286 

315 

311 

311

308 

308 

308 

308 

308

305 

331 

363 

367 

367

Minimum

126 

126 

126 

44 

47 

17 

21 

126 

164 

363 

318 

277

17

July

367 

367 

370 

370 

370

370 

370 

370 

370 

367

367 

363 

363 

363 

363

367 

367 

367 

367 

363

363 

380 

394 

401 

401

401 

404 

404 

404 

404 

404

Mean

134 

132 

134

53.5 

55.7 

20.7 

88.0 

145 

262 

377 

375 

311

174

Aug.

404 

404 

407 

411 

421

424 

428 

424 

428 

431

428 

428 

428 

428 

428

424 

360 

318 

318 

321

321

318 

318 

321 

321

321 

324 

324 

327 

327 

327

Sept.

327 

331 

331 

331 

331

334 

334 

327 

324 

321

321 

315 

315 

311 

311

311 

308 

305 

306 

305

302 

299 

296 

296 

296

296 

296 

293 

283 

277

Bun-off in 

acre-feet

8,240 

7,860 

8,240 

3,290 

3,200 

1,270 

5,240 

8,920 

15,600 

23,200 

23,100 

18,500

127,000

DESCHUTES BITER ABOVE DAVIS CREEK, NEAR LAPINE, OREG.

LOCATION. Staff gage in SE% sec. 3, T. 22 S., E. 8 E., at wagon bridge at Graft 

ranch, half a mile above Da vis Creek and 12 miles west of JJapine.

EBCOEDS AVAILABLE. July 1925 to December 1932 (discontinued).

EXTREMES. Maximum discharge during year, 742 second-feet Aug. 7-17; 

maximum gage height, 1.82 feet Aug. 14-16; minimum discharge, 264 secondfeet Mar. 22 (gage height, 0.09 foot).

1925-32: Maximum discharge, 806 second-feet Aug. 13, 14, Aug. 16 to 

Sept. 16, 1925 (gage height, 2.0 feet); minimum, that of Mar. 22, 1932,

EEMAEKS. Records good. Discharge interpolated Sept. 30. No diversions 

above station. Flow regulated to small extent by storage in Crane Prairie 

Eeservoir. Eecords furnished by State engineer.
DESCHUTES RIVEB BASIN 35

Discharge, in second-feet, of Deschutes River above Davis Creek( near Lapine,

Oreg., 1931-32

Day

1931-32 

1 _____ . .....

2 ___ . ____ .

3.... ...........

4. ...........

5..... .......

6 _____ . .....

7 _____ . .....

8...............

9. ___ ........

10...............

11 _____ . __ .

12.... _ ... _ ..

13 ............

14. 

15.. ..........

16.. ..........

17...............

18 ............

19...............

20 _ .........

31...............

22

23 _ ... _ ......

24 ............

35 _ ............

26. ____ .......

27 _ .. ......

28... .........

29 _ ... ____ ..

30 ..........

31...............

Oct.

395 

395 

395 

395 

395

395 

395 

395 

382 

382

395 

395 

395 

395 

395

395 

395 

395 

395 

395

395 

408 

395 

395 

408

395 

395 

395 

395 

382 

382

Nov.

382 

382 

382 

382 

382

382 

382 

382 

382 

382

369 

369 

382 

382 

382

369 

369 

369 

343 

343

369 

369 

395 

369 

369

369 

369 

369 

369 

343

Day Oct. Nov.

1932 

1 ..... 61

2... ___ 60

3 .... 60

4. .. 5Si

5. . 58

6 . __ . 58<

7.......... 57

8 57

9.......... 57

10.- 65

7 527 

2 527 

2 527 

6 514 

6 527

6 527 

1 527 

1 527 

1 527 

6 527

Dec.

356 

356 

369 

369 

369

330 

369 

369 

343 

369

369 

343 

369 

356 

330

343 

356 

356 

369 

369

369 

369 

356 

369 

343

356 

343 

356 

343 

369 

369

Jan.

356 

317 

317 

317 

317

317 

304 

291 

291 

291

317 

291 

278 

291 

291

304 

317 

317 

317 

304

304 

304 

291 

304 

304

304 

304 

317 

317 

291 

304

Dec. Day

51 

51 

51 

51 

51

50 

50 

50 

50

48

4 11 .........

4 12 

4 13 . 

4 14 £ 

4 15.. 

0 16 ...

0 17 

0 18 

0 19 

6 20 __ .....

Feb.

304 

291 

291 

291 

291

291 

291 

291 

291 

291

291

278 

291 

291 

304

304 

317 

291 

291 

304

304 

291 

291 

291 

291

291 

291 

291 

291

Oct.

571 

571 

556

556 

571

571 

. 556

. 556

. 556

556

Month

1931-32 

October ___ __ ___ _ - -

November ________

December. ^. .......

January . .

April.. ................

July ....................

August __________

September ____ ... .

The year __ ...

1932 October ___ . __ _ ....-

December. ____ ..

The period

Mar.

291 

291 

266 

266 

266

266 

266 

266 

266 

266

266 

266 

266 

266 

266

266 

266 

266 

278 

266

266 

264 

278 

266 

266

266 

266 

266 

266 

266 

266

Nov.

527 

527

527 

527 

527

527 

527 

514 

514 

514

Apr.

266 

266 

266 

266 

266

266 

266 

266 

266 

266

343 

343 

343 

343 

369

369 

369 

369 

369 

382

382 

382 

369 

382 

382

395 

382 

382 

382 

382

Dec.

486 

486

486 

486 

486

473 

473 

473 

473 

473

Maximum

408 

395 

369 

356 

317 

291 

395 

434 

648 

710 

742 

648

742

617 

527 

514

May

382 

382 

382 

382 

382

382 

382 

382 

382 

382

382 

382 

395 

395 

395

395 

395 

395 

395

408

408 

408 

408 

408 

408

408 

421 

421 

4341 

421 

421

June

421 

421 

421 

421 

421

421 

434 

500 

500 

514

514 

514 

514 

514 

527

514 

627 

586 

586 

586

586 

586 

586 

586 

586

586 

586 

648 

648 

648

Day

21- ...

22 

23 

24 

25

26 

27 

28 

29

SO -

SI 

Minimum

382 

343 

330 

278 

278 

264 

266 

382 

421 

648 

632 

617

264

527 

514 

473

July

648 

664 

648 

648 

648

648 

648 

648 

648 

648

648 

648 

648 

648 

648

648 

648 

648 

648 

648

648 

664 

694 

694 

694

694 

694 

710 

710 

710 

710

Oct.

556 

556 

542 

542 

542

542 

556 

542 

542

527 

527

Mean

394 

373 

358 

306 

294 

268 

336 

398 

530 

664 

692 

632

438

663 

522

486

Aug.

710 

710 

710

no

726

726 

742 

742 

742 

742

742 

742 

742 

742 

742

742 

742 

632 

632 

632

632 

632 

648 

648 

648

648 

648 

648 

648 

648 

648

Nov.

514 

514 

514 

514 

514

514 

514 

527 

527 

514

Sept

648 

648 

648 

648 

648

648 

648 

632 

632 

632

632 

632 

632 

632 

632

632 

632 

632 

632 

632

632 

632 

632 

617 

617

617 

617 

617 

617 

617

Dec.

473 

473 

473 

473 

473

473 

473 

473 

473 

473 

473

Run-off in 

acre-feet

24,200 

22,200 

22,000 

18,800 

16,900 

16,500 

20,000 

24,500 

31,500 

40,800 

42,500 

37,600

318,000

34,600 

31,100 

29,900

95,800
36 SURFACE WATER SUPPLY, 1932, PART 12 C 

DESCHUTES BIVEB AT PEINGLE FALLS, NEAR LAPINE, OBEG.

LOCATION. Water-stage recorder in SWJ4 sec. 23, T. 21 S., R. 9 E., half a mile

above bridge at Pringle Falls and 7 miles northwest of Lapine. 

RECORDS AVAILABLE. December 1915 to June 1917; June 1922 to September

1932. 

EXTREMES. Maximum discharge during year, 960 second-feet Aug. 15 (gage

height, 2.41 feet); minimum, 341 second-feet during period when recorder was

stopped, Feb. 1-14 (gage height, 1.02 feet).

1915-17, 1922-32: Maximum discharge, 1,170 second-feet June 21-27, 29,

30, 1917; minimum, that of February 1932. 

REMARKS. Records good. No diversions. Flow regulated to small extent

since 1922 by storage in Crane Prairie Reservoir. Records furnished by State

engineer.

Discharge, in second-feet, 1981-82

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 ________ .

Oct.

530 

530 

530 

530 

530

530 

530 

512 

512 

512

512 

512 

512 

512 

530

530 

530 

512 

512 

530

512 

548 

548 

530 

548

548 

530 

530 

530 

530 

530

Nov.

530 

530 

530 

530 

530

530 

530 

530 

530 

530

530 

530 

530 

530 

530

530 

530 

530

548 

548

530 

512 

530 

512 

495

512 

512 

512 

495 

495

Dec.

512 

512 

512 

512 

512

495 

512 

512 

512 

512

512 

495 

530 

495 

495

"495 

495 

495 

495 

495

495 

495 

495 

495 

495

495 

495 

495 

478 

495 

495

Jan.

478 

442 

442 

460 

442

442 

425 

425 

425 

425

425 

442 

410 

"418 

425

442 

442 

442 

460 

410

"420 

"431 

442 

442

425

425 

425 

425 

425 

425 

425

Feb.

 «425

425

425 

425 

425 

425 

425

425 

425 

425 

425 

425

425 

442

442 

442

Month

October.. ________________________

December ________________________

February . .... _ . _ . ........................

April

May .. __ . ________________

July.. _ .. . 

The year ... ..... _ .... ....

Mar.

425 

425 

410 

395 

395

395 

395 

410 

410 

410

395 

395 

395 

395 

410

425 

"425 

425 

442 

410

425 

"440 

425

Apr.

425 

425 

425 

410 

410

410 

410 

410 

410 

410

425 

478 

495 

495 

495

512 

510 

510 

510 

510

510 

510 

530 

530 

550

550 

550 

550 

530 

550

Maximum

548 

548 

530 

478 

442

550 

650 

825 

905 

932 

825

932

May

550 

550 

550 

570 

570

570 

570 

570 

570 

570

570 

570 

570 

570 

570

570 

590 

590 

610 

610

590 

590 

590 

590 

590

590 

610 

610 

650 

630 

630

June

630 

630 

610 

630 

630

630 

630 

630 

690 

690

710 

710 

710 

710 

.710

710 

710

778 

778 

755

778 

"770 

"760 

"760 

755

755 

755 

825 

825 

825

Minimum

512 

495 

478 

410

395 

410 

550 

610

825 

800 

778

July

825 

825 

825 

825 

825

825 

825 

825 

825 

825

825 

825 

825 

825 

825

850 

850 

850 

825 

825

825 

850 

878 

878 

878

878 

878 

878 

878 

905 

905

Mean

527 

525 

501 

433 

427 

419 

482 

585 

716 

845 

871 

807

595

Aug.

905 

878 

878 

905 

905

905 

905 

905 

905 

932

932 

932 

932 

932 

932

932 

905 

800 

800 

800

825 

825 

825 

825 

825

825 

825 

825 

825 

825 

825

Sept.

825 

825 

825 

825 

825

825 

825 

825 

825 

800

800 

800 

800 

800 

800

800 

800 

800 

800 

800

800 

800 

800 

800 

800

800 

800 

800 

800

778

Run-off in 

acre-feet

32,400 

31,200 

30,800 

26,600 

24,600 

25,800 

28,700 

36,000 

42,600 

52,000 

53,600 

48,000

432,000

 Estimated.
DE8CHUTES EIVER BASIN 37

DESCHUTES EIVEB AT BENHAM FALIS, NEAE BEND, OEEG.

LOCATION. Water-stage recorder in SE}4 sec. 9, T. 19 S., R. 11 E., 50 yards 

above head of Benham Falls, 1% miles below dam site for proposed Benham 

Falls Reservoir, and 10 miles southwest of Bend.

RECORDS AVAILABLE. March 1909 to September 1914; August 1920 to September 1921; February 1924 to September 1932.

EXTREMES. Maximum discharge during year, 1,350 second-feet June 1 (gage 

height, 1.54feet); minimum, 721 second-feet Nov. 23 (gage height, 0.03 foot). 

1909-13, 1920-21, 1924-32: Maximum discharge (estimated), 5,000 secondfeet Nov. 27, 1909 (gage height not determined); minimum, that of Nov. 23, 

1931.

REMARKS. Records good except those estimated, which are fair. Minor diversions for irrigation above station. Some regulation since 1922 caused by 

storage in Crane Prairie and Crescent Lake Reservoirs. Records furnished by 

State engineer.

Discharge, in second-feet, 1981-32

Day

l..... __ ....

2..............

3.... .,.....

4... ...........

5 ...........

6.. ............

7... ...........

8..............

9..... __ ....

0.. ............

11. .............

12..............

13. ..........

14.... ___ ...

15 ...........

16... ..........

17.... __ ......

18 .......... .

19 ...........

20.... __ ......

21..............

22..., . ......

23.... ....... ...

24......... .....

25..............

26

27 .. ......

28 .........

29 .... .......

30 ..........

31.. .........

Oct.

827 

824 

817 

817 

817

817 

814 

814 

814

814

814 

814 

814 

814

814

814 

811 

811 

814 

814

814 

827 

858 

858 

855

866 

872 

869 

869

858 

855

Nov.

858 

852 

848 

844 

841

841 

841 

841 

844 

844

852 

852 

852 

848 

844

862 

872 

866 

872 

876

858 

820 

787 

866 

897

876 

848 

844 

"850 "815

Dec.

"810 

872 

908 

855 

841

841 

830 

838 

838 

824

«820

855 

925 

939 

866

844 

841 

838 

834 

834

834 

841 

830 

824 

830 

838

Jan.

830 

817 

796 

790 

796

793 

793 

781

781 

784

790

805 

781

751 

781

808 

817 

808 

808 

802

"800

Feb.

"820 

787

,°785

799 

805

.......

Mar.

805 

805 

802 

802 

802

817 

834 

848 

855 

855

852 

855 

862 

866 

862

869 

904 

936 

976 

1,000

1,000 

1,000 

1,020 

1,040 

1,040

1,010 

1,030 

1,040 

1,030 

1,020 

1,010

Apr.

1,000 

1,010 

1,010 

1,020 

1,020

996 

972 

9i53 

942 

939

936 

960 

1,020 

1,020 

1,040

1,080 

1,080 

1,080 

1,100 

1,120

1,140 

1,140 

1,140 

1,120 

1,120

1,150 

1,170 

1,170 

1,180 

1,180

Month Maximum

October. ____ ..... ______ . _ .... .....

November. .. _____________ ______ .....

December _________________________

January ........................................

February.... __________________ ___ __ .

March ___________________________

April......... _ . _ ... __ ........... _ ....

June ______________________ ! _ ......

July................. .......................

September. ___________________ . .....

872 

897 

939 

830

1,040 

1,180 

1,330 

1,320 

1,320 

1,300 

1,150

1,330

May

1,170 

1,170 

1,180 

1,200 

1,200

1,220 

1,200 

1,220 

1,200 

1,190

1,180 

1,180 

1,180 

1,180 

1,190

1,200 

1,220 

1,240 

1,260 

1,290

1,300 

1,290 

1,280 

1,310 

1,320

1,330 

1,300 

1,270 

1,320 

1,330 

1,320

June

1,320 

1,300 

1,280 

1,240 

1,220

1,200 

1,180 

1,170 

1,180 

1,220

1,230 

1,220 

1,220 

1,220 

1,240

1,240 

1,240 

1,240

«1,310

1,280

1,280 

1,280 

1,280 

1,320 

1,320

Minimum

811 

787 

810 

751

802 

936 

1,170 

1,170 

1,220 

1,160 

1,080

751

July

1,320 

1,310 

1,300 

1,300 

1,300

1,300 

1,290 

1,290 

1,290 

1,280

1,280 

1,280 

1,280 

1,270 

1,260

1,260 

1,260 

1,260 

1,260 

1,240

1,220 

1,230 

1,280 

1,310 

1,320

1,320 

1,310 

1,300 

1,300 

1,300 

1,300

Mean

829 

850 

844 

797 

800 

918 

1,060 

1,240 

1,260 

1,280 

1,250 

1,100

1,020

Aug.

1,300 

1,300 

1,300 

1,300 

1,290

1,300 

1,300 

1,300 

1,300 

1,300

1,300 

1,300 

1,300 

1,300 

1,300

1,300 

1,300 

1,280 

1,220 

1,190

1,200 

1,190 

1,190 

1,190 

1,180

1,180 

1,180 

1,170 

1,160 

1,160 

1,160

Sept.

1,150 

1,150 

1,140 

1,140 

1,140

1,140 

1,140 

1,120 

1,120 

1,110

1,100 

1,100 

1,090 

1,080 

1,080

1,080 

1,080 

1,080 

1,080 

1,080

1,080 

1,080 

1,080 

1,080 

1,080

1,080 

1,080 

1,080 

1,080 

1,080

Run-off in 

acre-feet

51,000 

50,600 

51,900 

49,000 

46,000 

56,400 

63,100 

76,200 

75,000 

78,700 

76,900 

65,600

740,000

 Estimated.
38 SURFACE WATER SUPPLY, 1932, PART 12 C

DESCHUTES RIVER BE10W LAVA ISLAHD, NEAR BEND, ORBG.

LOCATION. Water-stage recorder in SWJ4 sec. 23, T. 18 S., R. 11 E., three

quarters of a mile below Lava Island, 1 mile below intake of Arnold Canal,

and 6 miles southwest of Bend.

RECORDS AVAILABLE. March 1926 to September 1932. 

EXTREMES. Maximum discharge during year, 1,250 second-feet June 27 (gage

height, 1.08 feet); minimum, 665 second-feet Nov. 23 (gage height^%.27'foot). 

1926-32: Maximum discharge, 1,780 second-feet Jan. 3, 1928 (gage height,

1.55 feet); minimum, that of Nov. 23, 1931. 

REMARKS. Records good. Arnold Canal diverts water for irrigation above

station. Flow regulated by storage in Crescent Lake and Crane Prairie

Reservoirs, Records furnished by State engineer.

Discharge, in second-feet, 19S1-S®

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 

Oct.

718

718

718

71ft

718

71ft

718

724

71ft

724

718

724

724

724

724

724

724

730

724

71ft

730

754

754

754

761

780

774

774

761

761

Nov.

774

768

780

7<Y1

7ft7

7ft7

787

787

7R7

780

787

787

787

780

774

780

7Q4.

787

787

7Q4

7Qfl

730

702

761

808

780

735

742

742

730

Dec.

724

768

815

761

754

7ftft

761

774

774

761

774

735

708

735 "735

a 71A

735

845

852

794

748

74ft

724

730

713

713

724

754

735

742

742

Jan.

749

730

708

flQfi

flQft

696

fiQft

686

675

670

686

713

691

675 "696

71ft

K 730

718

718 710

711

7ns

a 700

a 70Q

670

724

"740

Feb.

»750

754

742

724

7ftft

724

724

713

71 a

702

691

["TOO

I

749

735

708

708

713

724

735

754

748

761

Mar.

768

761

761

71ft

696

7AO

730

774 *7SA

774

774

780

7ft7

7ft7

787

JQA.

coo

860

QftQ

<MQ

QKO

OAA

Q7ft

1,010

1,000

969

987

1,010

996

QK9

934

Apr.

918

934

978

Q«7

QftT

QfiQ

943

909

875

852

845

860

QftO

926

943

969

987

Q7ft

996

1,010

1,030 i run

1,030

1,010

1,000

1,040

1,070

1,080

1,080

1,090

May

1,070

1,080

1,070

1,100

1,110

1,120

1,120

1,120

1 080

1,050

1,030

1,030

1,020

1,030

1,030

1,040

1,050

1,060

1,100

1,130

1,160

1 140

1,140

1,150

1,160

1,170

1,150

1,110

1,150

1,190

1,170

June

1,170

1,150

1,110

1,060

1,030

992

974

964

964

1,050

1,130

1,030

1,020

1,030

1,040

1,030

1,030

1,040

1,110

1,150

1,150

1,150

1,140

1,120

1,110

1,110

1,160

1,130

1,160

1,170

July

1,170

1,170

1,160

1,160

1,150

1,150

1,150

1,150

1,140

1,120

1,110

1,110

1, 110

1,110

1,080

1,070

1,060

1,060

1,050 i run

1,020

1,020

1,080

1,130

1,150

1,150

1,150

1,180

1,150

1,140

1,140

Aug.

1,140

1,140

1,140

1,140

1,130

1,140

1,140

1,140

1,140

1,140

1,150

l.lSff

1,150

1,150

1,160

1,160

1,160

1,150

1,140

1,070

1,040

1,030

1,030

1,030

1,020

1,020

1,020

1,020

1,000

992

992

Sept.

992

983

983

983

983

974

974

974

964

964

954

954

954

945

945

945

945

945

945

945

945

945

945

94B

945

945

937

937

937

937

Month

July... ... 

Maximum

780

808

852

742

761

1,010

1,090

1,190

1,170

1,170

1,160

992

1,190

Minimum

718

702

708

670

691

696

845

1,020

964

1,020

992

937

670

Mean

734

773

753

709

727

853

975

1,100

1,080

1,120

1,100

956

907

Run-off in 

acre-feet

45,100

46,000

46,300

43,600

41,800

52,400

58,000

67,600

64,300

68, MX)

67,600

56,900

658,000

> Estimated.
DESCHUTES RIVER BASIN 39

DESCHUTES EIVER BELOW BEND, OBEG.

LOCATION. Water-stage recorder in 8E% see. 20, T. 17 S., R. 12 E., half a mile 

below North Canal Dam and 2 miles north of Bend. Gage datum lowered 

1.00 foot Oct. 1, 1931.

RECORDS AVAILABLE. November 1914 to September 1932.

EXTREMES. Maximum discharge during year, 1,110 second-feet Dec. 15 (gage 

height, 2.94 feet); minimum, 27 second-feet June 26, Aug. 21 (gage height, 

1.00 foot).

1914-32: Maximum discharge, 2,500 second-feet Dec. 7, 1921 (gage height, 

3.9 feet, present datum); minimum, 1 second-foot Aug. 25, 1930.

Maximum discharge of river in this vicinity since 1905, 4,820 second-feet 

Nov. 27, 1909.

REMARKS. Records good except those for Oct. 1 to Mar. 20, Apr. 14, May 

12-15, which are fair. Discharge estimated Nov. 27, Dec. 1, 2, Jan. 15-22, 

29-31, Feb. 1, 2, Apr. 14. Six large canals divert above station. Flow 

regulated by hydroelectric plant at Bend and since 1922 by storage in Crescent 

Lake and Crane Prairie Reservoirs. Records furnished by State engineer.

Discharge, in second-feet,

Day

1 . _ ..

2 - . _ .

3. _ 

4 _______ ..

5...... ...... ...

6.. ..........

T.. ............ .

8 ............

9 .

10 

11 .. _ ......

12 

13 

14 _ ....

15 

16 

17 

18 _ 

19 . ..

20. ......

21 ...........

22...... _ ......

28. .. ...

24 

25 

26 . ,.

27 .

28 _ . _

29 ...........

30 

31 

Oct.

133 

133 

133 

130 

139

127 

130 

127 

116 

110

110 

116 

116 

113 

113

116 

116 

116 

119 

124

119 

139 

165 

158 

176

161 

169 

133 

122 

110 

97

Nov.

176 

375 

363 

375 

363

352 

358 

358 

363 

358

363 

363 

369 

405 

600

736 

744 

736 

736 

736

736 

728 

712 

698 

736

736 

590 

549 

563 

682

Dec.

620 

600 

528 

381 

417

521 

549 

563 

705 

760

712 

712 

652 

776 

760

698 

608 

600

585 

585

585 

585 

585 

698 

675

728 

675 

668 

675 

800 

768

Jan.

682 

638 

630 

608 

585

578 

630 

705 

542 

461

454

645 

720 

675

, 710

668 

712 

698

768 

760 

768 

750 

750 

750

Feb.

740 

740 

736 

744 

736

535 

435 

423 

387 

454

768 

705 

660 

698 

630

600 

698 

705 

682 

690

668 

645 

645 

468 

334

312 

346 

352

552

Month

January

April.. 

July-... ...... .. ... ... ... .

Mar.

658 

628 

620 

605 

530

545 

545 

612 

605 

605

582 

598 

605 

612 

605

620

642 

688 

665 

552

568 

590 

552 

590

575

652 

582 

778 

886 

814 

832

Apr.

796 

814 

850 

931 

895

832 

760 

728 

570 

250

291 

255 

245 

160 

112

121

154 

140 

187 

231

245 

250 

235 

208

208

221 

240 

231 

217 

213

Maximum

176 

744 

800 

768 

768 

886 

931 

370 

377 

568 

154 

187

931

May

213 

204 

231 

264

275

280 

286 

286 

255 

208

179 

161 

134 

110 

118

137 

143 

150 

183 

213

255 

255 

240 

226

235

255 

250 

208 

286 

344 

370

June

377 

377 

314 

280 

240

196 

165 

147 

128 

147

196 

105 

86

72 

76

74 

78 

78 

112 

143

157 

147 

134 

128 

118

100 

161 

107 

128 

137

Minimum

97 

176 

381 

454 

312 

530 

112 

110 

72 

76 

84 

98

72

July

143 

137 

143 

134 

137

401 

568 

467 

364 

131

115 

102 

121 

112 

134

124 

124 

124 

100 

102

76 

93 

102 

90 

93

107 

121 

112 

105 

102 

102

Mean

129 

532 

638 

673 

589 

627 

386 

224 

157 

158 

109 

133

362

Aug.

105 

100 

100 

98 

107

93 

100 

95 

95 

98

100

102 

110 

105 

100

95 

100 

93 

100

84

98 

121 

121 

121 

131

121 

121

128 

154 

147 

137

Sept.

134 

124 

124 

121 

121

124 

115 

118 

112 

112

112 

110 

107 

115 

98

112 

107 

128 

147 

137

140 

137 

143 

154 

157

172 

175 

175 

183

187

Run-off in 

acre-feet

7,930 

31,700 

39,200 

41,400 

33,900 

38,600 

23,000 

13,800 

9,340 

9,720 

6,700 

7,910

263,000
40 SURFACE WATER SUPPLY, 1932, PART 12 C

DESCHUTES RIVER HEAR MADRAS, OREG.

LOCATION. Water-stage recorder in NWJ4 sec. 19, T. 10 S., E. 13 E., at proposed

Pelton dam site, 5 miles above mouth of Shitike Creek and 9 miles northwest

of Madras.

EECORDS AVAILABLE. December 1923 to September 1932. 

EXTREMES. Maximum discharge during year, 8,940 second-feet Mar. 20 (gage

height, 5.22 feet); minimum, 3,050 second-feet Oct. 13 (gage height, 0.34 foot). 

1923-32: Maximum discharge, 10,700 second-feet Feb. 6, 1925 (gage height,

6.54 feet); minimum, 2,960 second-feet Aug. 15, 1931. 

REMARKS. Eecords excellent. Diversions for irrigation in upper river basin.

Gage-height record furnished by Columbia Valley Power Co.

/ 

Discharge, in second-feet, 1931-32

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 

Oct.

3,090

3,080

3,070

3,060

3,080

3,080

3,070

3,070

3 080

3 nsn

3,060

3,060

3,060

3,060

3,060

3,060

3,060

3,060

3,060

3,060

3,060

3,130

3,160

3,150

3,170

3,150

3,170

3,210

3,190

3,140

3,140

Nov.

3,130

3,180

3,380

3,370

3,360

3,360

3,380

3,430

3,370

3,370

3,350

3,350

3,380

3,380

3,430

3,740

O GRft

3,860

3,860

3,910

3,860

3,800

3,800

3,800

3,860

3,910

3,860

3,640

3,530

3,580

Dec.

3,740

3,800

3,580

3,430

3,480

3,580

3,580

i "Win

3,800

3,690

3,690

3,690

3,690

3,740

3,800

3,740

3,800

3 74(1

3 740

3,690

3,740

O OCA

3,800

3,860

3,800

3,690

3,860

3,960

Jan.

3,910

3,800

3,690

3,740

3,690

3,690

3,690

3,800

3,860

3,580

3,740

3,800

3,960

3,860

3,910

3,960

3,860

4,020

4,020

3,960

3,960

3,910

3,800

3,740

4 onn

S

oflfi

3,910

3,860

3,910

3,860

3,910

Feb.

3,800

3,740

3,740

3,910

3,910

3,910

3,580

3,530

3,530

3,530

3,690

3,910

3,800

3,690

3,640

3,690

3,800

3,860

3,910

3,910

3,860

3,800

3,860

3,640

4,020

5,320

5,070

4,710

Mar.

5,070

4,710

4,300

4,180

4 nsn

4,080

4,240

4,590

A ocn

4,950

4,710

4,590

4,590

4,710

4,710

5,070

5,830

7,380

8,550

8,550

7,120

6,340

6,210

6,210

6,730

6,210

5,950

6,210

6,210

6,080

Apr.

6,080

6,600

6,990

6,860

6,340

5,950

5,570

5,320

5,320

5,070

5,070

5,320

5,570

5, 570

5,320

5,070

4 OKA

4,950

4,830

4,710

4,590

4,470

4, 350

4,300

4,180

4 470

4,590

4,590

4,590

4,710

May

4,590

4,710

5,070

5,070

4,830

4,590

4,590

4,590

A KQn

4 470

4,470

4,350

4,350

4,350

4,240

4,130

4,080

4,130

4,130

4,180

4,240

4,130

4,080

4,080

4,020

3,960

3,910

3,860

3,910

4,020

4,080

June

4,080

4,080

4,020

4,020

3,910

3,800

3,690

3,690

3,690

3,740

3,860

3,740

3,740

3,690

3,640

3,530

3,480

3,530

3,640

3,800

3,860

3,740

3,690

3,580

3,580

3,640

3,640

3,640

July

3,640

3,640

3,740

3,640

3,480

3,480

3,690

3,910

3,860

3,740

3,480

3,380

3,430

3,430

3,430

3,430

3,480

3,430

3,430

3,380

3,360

3,360

3,340

3,350

3, 360

3,320

3,330

3,350

3,320

3,290

3,280

Aug.

3,300

3,310

3,320

3,300

3,310

3,310

3,310

3,310

3,270

3 9fin

3,280

3,280

3,290

3,290

38 280

3,280

3,260

3,250

3,240

3,260

3,220

3,260

3,260

3,260

3,290

3,260

3,260

3,240

3,260

3,260

Sept.

3,260

3,270

3,250

3 94A

 3,220

3,200

3,210

3,260

3 94n

3,230

3,24&

3,240

^ 9*UV

3

ocn

S Oftfl

3,260

3,260

3,260

Month

October ______ . __________________

February _____ . __________________

April _ .... _ 

June.. ____ __________________

July..... 

September ________ _______________

The year

Maximum

3,210

3,910

3,960

4,020

5,320

8,550

6,990

5,070

4,080

3,910

3,320

3,270

8,550

Minimum

3,060

3,130

3,430

3,580

3,530

4,080

4,180

3,860

3,480

3,280

3,220

3,200

3,060

Mean

3,100

3,570

3,730

3,840

3,900

6,560

5,210

4,320

3,740

3,480

3,280

3,230

3,900

Run-off in 

acre-feet

191,000

212, 000

229,000

236,000

224,000

342,000

310,000

266,000

223,000

214,000

202,000

192, 000

v 2,840,000
DESCHUTES EIVEE BASIN 41

DESCHUTES AT SHERARS BRIDGE, OREG.

LOCATION. Staff gage in NE^ sec. 3, T. 4 S., R. 14 E., half a mile above Sherars 

Bridge and 44 miles above mouth of river.

RECORDS AVAILABLE. February 1912 to September 1914 (stage only); June 

1923 to September 1932; incomplete prior to 1926 (discontinued).

EXTREMES. Maximum discharge, 11,200 second-feet Mar. 21, 22 (gage height, 

4.0 feet); minimum, 3,510 second-feet Oct. 13, 16, 17 (gage height, 0.48 foot)* 

1923-32: Maximum discharge (estimated), 32,000 second-feet Feb. 21, 1927; 

minimum, 3,450 second-feet Sep1,. 11, 12, 1931.

REMARKS. Records good. Diversions for irrigation in upper river basin. Gageheight record furnished by Deschutes Falls Power Co.

Discharge, in second-feel, 1931-32

Day

1. . ....

^

4

6. ...........

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.... ........

Oct.

3,570 

3,560 

3,540 

3,520 

3,520

3,520 

3,540 

3, 530 

3,530 

3,520

3,520 

3,520 

3,510 

3,520 

3,520

3,510 

3,510 

3,530 

3,520 

3,520

3,530 

3,560 

3,570 

3,650 

3,690

3,690 

3,650 

3,810 

3,730 

3,690 

3,650

Nov.

3,650 

3,620 

3,900 

3,900 

3,900

3,860 

3,940 

4,040 

3,940 

3,940

3,900 

3,860 

3,900 

3,860 

3,860

4,040 

4,040 

4,380 

4,450 

4,590

4,450 

4,320 

4,260 

4,200 

4,260

4,200 

4,260 

4,260 

"4,150 

4,040

Dec.

4,200 

4,450 

4,260 

4,200 

3,900

3,770 

4,090 

4,090 

4,140 

4,200

4,320 

4,200 

4,320 

4,200 

4,140

4,260 

4,520 

4,750 

4,450 

4,590

4,450 

4,320 

4,380 

4,380 

4,450

4,450 

4,450 

4,450 

4,320 

4,200 

4,590

Jan.

4|32(

4,321 

4.32C

4,45( 

4.38C 

4,45( 

4,59t 

4,93(

4,59t 

7, 17( 

5,34( 

5,03(

4,84(

4,84( 

4,75( 

4,75( 

5,13( 

5,24(1

4,84(1 

4,84(1 

4,45(1 

4,45(1 

4,320

4,38(1 

4,45(1 

4, 590 

4,521) 

4,520 

4450

Month

April... .. ... ........

Jaly... ............ . ..

September __ . _ ... -

Feb.

4,450 

4,320 

4,260 

4,380 

4,450

4,450 

4,520 

4,200 

4,200 

4,200

4,260 

4,520 

4,260 

4,260 

4,320

4,450 

4,320 

4,20O 

4,320 

4,450

4,590 

4,590 

4,670 

4,750 

6,600

6,600 

8,960 

8,350 

6,600

Mar.

6,070 

5,810 

5,810 

5,810 

5,570

5,810 

5,810 

5,810 

6,070 

6,070

6.070 

5,570 

6,070 

5,810 

5,810

5,810 

6,330 

6,600 

9,270 

10,900

11,200 

10,900 

8,960 

8,350 

8,960

8,960 

8,650 

8,050 

8,050 

8,350 

'7,900

Apr.

7,900 

8,050 

8,350 

8,960 

8,350

7,750 

7,170 

6,600 

6,600 

6,600

6,330 

6,600 

6,880 

7,170 

6,880

6,880 

6,880 

6,600 

6,600 

6,600

6,330 

6,070 

5,810 

5, 810 

5,810

5,810 

6,330 

6,330 

6,330 

6,330

Maximum

3,810 

4,590 

4,750 

7,170 

8,960 

11,200 

8,960 

6,880 

5,810 

4,750 

3,810 

3,770

11,200

May

6,fiOO 

6,600 

6,880 

6,880 

6,600

6,600 

6,600 

6,600 

6,600 

6,600

6,600 

6,330 

6,330 

"6, 330 

6,330

6,070 

5,810 

5,810 

5,810 

5,810

5,810 

5,810 

5,810 

5,810 

5,570

5,340 

5,340 

5,130 

5,340 

5,810 

5,570

June

5,810 

5,570 

5,570 

5,340 

5,340

5,130 

4,930 

4,840 

4,840 

4,840

4, 750 

4,930 

5,130 

4,840 

5,030

4,930 

4,750 

4,590 

4,520 

4,450

4,450 

"4,600 

4,750 

4,750 

4,590

4,520 

4,380 

4,450 

4,520 

4,380

Minimum

3,510 

3,620 

3,770 

4,320 

4,200 

 5,570 

5,810 

5,130 

4,380 

3,810 

3,690 

3,650

3,510

July

4,320 

4,320 

4,320 

4,450 

4,260

4,140 

4,090 

4,450 

4,750 

4,450

4,320 

4,040 

3,990 

3,990 

3,990

3,990 

4,040 

3,990 

3,990 

3,940

3,900 

3,900 

3,900 

3,900 

3,900

3,900 

3,860 

3,810 

3,900 

3,860 

3,860

Mean

3,570 

4,070 

4,310 

4,710 

4,910 

7,260 

6,820 

6,100 

4,850 

4.080 

3,760 

3,710

4,850

Aug.

3,810 

3,810 

3,810 

3.810 

3,730

3,730 

3,810 

3,770 

3,770 

3,730

3,770 

3,770 

3,770 

3,810 

3,810

3,810 

3,810 

3,770 

3,770 

3,730

3,730 

3,730 

3,690 

3,730 

3,730

3,730 

3,730 

3,730 

3,730 

3,730 

3,770

Sept.

3,730 

3,770 

3,730 

3,730 

3,730

3,730 

3,730 

3,730 

3,690 

3,690

3,690 

3,650 

3,690 

3,690 

3,650

3.690 

3,690 

"3,690 

"3,690 

3,690

3,770 

3,690 

3,730 

3,690 

3,730

3,730 

3,730 

3,730 

3,730 

3,730

Run-off in 

acre-feet

220,000 

242.000 

265,000 

290,000 

282,000 

446,000 

406,000 

375,000 

289,000 

251,000 

231,000 

221,000

3,520,000

' Estimated.
42 SURFACE WATER SUPPLY, 1932, PART 12 C 

DESCHUTES RIVER AT MOODY, NEAR BIGSS, OREG.

LOCATION. Water-stage recorder in SE^ sec. 26, T. 2 N., R. 15 E., at Moody, 

\Y<L miles above mouth and 5 miles southwest of Biggs. Zero of gage is 167.43 

feet above mean sea level by 1929 general adjustment.

DRAINAGE AREA. 10,200 square miles.

RECORDS AVAILABLE. July 1906 to September 1932. October 1897 to December 1899 at station near Moro, 10 miles above mouth.

EXTREMES. Maximum discharge during year, 12,400 second-feet Mar. 21, 22 

(gage height, 4.61 feet); minimum, 3,460 second-feet Oct. 14, 16, 21, 22 (gage 

height, 2.10 feet).

1906-32: Maximum discharge, 43,600 second-feet Jan. 7, 1923 (gage height, 

10.2 feet); minimum, 3,380 second-feet Sept. 16-19, 1931 (gage height, 2.06 

feet).,

REMARKS. Records excellent. Discharge estimated Apr. 3-8, 10-20, 22-24, 29, 

May 1-3, 5-12. Diversions for irrigation in upper river basin. Grage-height 

record furnished by Eastern Oregon Land Co.

Discharge, in second-feet, 1931 32

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 

26-... .......

26- _ .... . __ .

27.. ..........

28 _

29 ..........

30 

31 __ ....

Oct.

3,480 

3,480 

3,480 

3,480 

3,480

3,480 

3,480 

3,480 

3,480 

3,480

3,480 

3,480 

3,480 

3,460 

3,460

3,460 

3,480 

3,480 

3,480 

3,480

3,460 

3,460 

3,500 

3,550 

3,590

3,590 

3,610 

3,610 

3,660 

3,700 

3,680

Nov.

3,640 

3,640 

3,610 

3,730 

3,750

3,750 

3,770 

3,840 3,890- 

3,890

3,860 

3.S60 

3,840 

3,840 

3,820

3,820 

3,980 

4,160 

4,300 

4,300

4,300 

4,300 

4,300 

4,300 

4,300

4,300 

4,300 

4,300 

4,160 

4,010

Dec.

3,980 

4,040 

4,160 

4,300 

4,040

3,860 

3,940 

4,060 

4,040 

4,010

4,160 

4,140 

4,080 

4,060 

4,040

3,980 

4,140 

4,710 

4,570 

4,300

4,430 

4,300 

4,300 

4,160 

4,160

4,300 

4,300 

4,300 

4,300 

4,140 

4,300

Jan.

4,300 

4,300 

4,160 

4,080 

4,160

4,300 

4,300 

4,300 

4,430 

4,710

4,430 

6,670 

5,160 

5,010 

4,710

4,570 

4,710 

4,710 

5,010 

5,010

4,710 

4,710 

4,570 

4,430 

4,300

4,430 

4,430 

4,430 

4,430 

4,430 

4,430

Feb.

4,430 

4,160 

4,160 

4,300 

4,430

4,430 

4,430 

4,140 

4,140 

4,160

4,160 

4,430 

4,570 

4,430 

4,160

4,300 

4,300 

4,300 

4,300 

4,430

4,670 

4,710 

4,710 

5,160 

6,670

6,490 

8,200 

8,000 

7,040

Month

October ____________________ , ........

December 

April... ............... .............................

July

August. __ . _____________________ .

Mar.

6,490 

6,490 

5,970 

5,480 

5,320

5,480 

5,640 

5,640 

5,970 

6,140

5,970 

5,640 

5,480 

5,480 

5,640

5,640 

6,140 

7,230 

10,400 

12,000

12,400 

11,500 

9,400 

8,800 

9,400

9,400 

9,400 

8,600 

8,600 

8,800 

8,400

Apr.

8,400 

8,600

7,940 

6,860

6,800

6,310 

6,130

5,870 

5,870 

5,800

6,640 

5,970 

6,140 

6,220 

6,310

Maximum

3,700 

4,300 

4,710 

6,670 

8,200 

12,400

6,860 

5,640 

4,300 

3,820 

3,730

12,400

May

6,670 

6,670 

6,860 

6,860

6,630

6,670 

6,490 

6,490

6,310 

6,140 

5,970 

5,970 

5,970

5,970 

6,140 

5,970 

5,970 

5,800

5,640 

5,480 

6,480 

5,320 

5,480 

5,640

June

5,640 

5,480 

5,480 

5,480 

5,480

5,320 

5,160 

5,010 

4,860 

4,860

4,860 

4,860 

5,010 

5,160 

5,160

5,010 

4,860 

4,710 

4,570 

4,430

4,430 

4,570 

4,570 

4,710 

4,710

4,570 

4,430 

4,430 

4,300 

4,300

Minimum

3,460 

3,610 

3,860 

4,080 

4,140 

5,320 

5,640 

5,320 

4,300 

3,820 

3,680 

3,640

3,460

July

4,300 

4,300 

4,300 

4,300 

4,300

4,300 

4,160 

4,160 

4,300 

4,300

4,300 

4,300 

4,160 

4,140 

4,080

4,060 

4,060 

4,040 

4,040 

4,010

4,010 

3,980 

3,960 

3,940 

3,940

3,940

3,860 

3,840 

3,860 

3,840 

3,820

Mean

3,510 

4,000 

4,180 

4,590 

4,890 

7,510 

6,890 

6,230 

4,880 

4,090 

3,750 

3,690

4,850

Aug.

3,820 

3,820 

3,820 

3,820 

3,800

3,770 

3,770 

3.770 

3,750 

3,750

3,750 

3,750 

3,730 

3,750 

3,770

3,770 

3,760 

3,730 

3,730 

3,700

3,700 

3,700 

3,680 

3,730 

3,730

3,730 

3,730 

3,700 

3,700 

3,700 

3,730

Sept.

3,730 

3,700 

3,700 

3,680 

3,700

3,700 

3,680 

3,680 

3,680 

3,680

3,680 

3,680 

3,680 

3,680

3,680

3,680 

3,660 

3,660 

3,640 

3,660

3,730 

3,700 

3,680 

3,700 

3,700

3,730 

3,700 

3,730 

3,730 

3,730

Run-ofl in 

acre-feet

216,000 

238,000 

257,000 

282,000 

281,000 

462,000 

410,000 

383,000 

290,000 

251,000 

231,000 

220,000

3,520,000
DESCHTJTES BIVER BASIN

IITTIB DESCHUTES BITCH NEAR lAPCTE, OREG.

LOCATION. Water-stage recorder in sec. 2, T. 22 S., R. 10 E., at bridge at former 

town of Rosland, IjHz miles north of Lapine. Gage datum lowered 1.00 foot 

Oct. 1, 1931.

RECORDS AVAILABLE. September 1910 to October 1913, incomplete; June toNovember 1918; August to October 1920; May 1924 to September 1932.

EXTREMES. Maximum discharge during year, 556 second-feet May 23 (gage 

height, 5.08 feet); minimum discharge, 9 second-feet Oct. 14-19; minimum 

gage height, 0.73 foot Oct. 15.

1910-13, 1918, 1920, 1924-32: Maximum discharge, 760 second-feet about 

June 12, 1912; maximum gage height, 5.98 feet, present datum, May 21, 1927," 

minimum discharge, 8 second-feet Sept. 2, 3, 1931 (gage height, 0.71 foot,, 

present datum).

REMARKS. Records fair except those estimated, which are poor. Small diversions for irrigation above station. Mow regulated since August 1922 by storagein Crescent Lake Reservoir. Records furnished by State engineer.

Discharge, in second-feet, 1931 3%

Day

I.... ___ . ____ ....

2 __ ..... _ . ___ ....

3 _____ . ___ . _ ....

4.. ......... .......

6......................

8....... _ ............

7....... __ ....... _

8......................

9 __ ..... ____ . __ .

10 ___ ... _____ .....

11 __ .... _____ ....

12 _____ . __ .....

13 _ ......... __ .....

14 ___ ... _ ...........

15 __ ...............

16......................

17............. _ ......

18 ____ . ____ ......

19_. ....................

20......................

21......................

22 _____ ........ __ .

23 ___ ................

24 _____ . __ ........

26 ______ ..... _ ....

26 _ .... _ ............

27... ___ . ____ ......

28.-... ................

29......................

30.. ....................

31. .- _.. ...-...

Oct.

10 

10 

10 

10 

10

10 

10 

10 

10 

10

10 

10 

10 

10

9

9 

9 

9 

9 

10

10 

12 

15 

20 

37

41 

46 

41 

38 

41 

40

Nov.

36 

29 

27 

26 

26

25 

25 

25 «25 

»26

-26 

»27 

27 

31

 »27

Dec.

40

Jan.

66

Month

October _________________________

February _ ________________ ... ........

March

April... __ , ______________________

June ___________________________

July...................................................

Mar.

"110

105 

104 

107 

107

132

146 

173 

233 

268

282 

297 

290 

264 

261

297 

282 

268 

290 

275 

261

Apr.

268 

282 

290 

275 

254

226 

206 

192 

186 

192

206 

212 

226 

247

268

261 

268 

290 

312 

320

327 

304

275 

261 

268

320 

342 

382 

358 

320

Maximum

46

297 

382 

539 

639 

247 

167 

64

639

May

327 

350 

390 

398 

422

422 

406 

390 

390 

382

382 

390

398 

422 

438

438 

464 

471 

471 

471

471 

506 

539 

522 

471

422 

374 

350

406 

438 

438

June

398 

539 

342 

320

297

282

275 

268 

261 

247

233 

233 

247 

247 

261

261 

261 

282 

312 

312

304 

282 

268 

261 

261

268 

268 

268 

261 

247

July

247 

240 

233 

226 

219

219 

219 

212 

199 

192

186 

186 

173 

149

147

144 

139 

133 

115 

104

145 

192 

199 

199 

192

180 

180 

173 

161 

161 

161

Minimum Mean

9

104 

186 

327 

233 

104 

66 

41

17.3 

27.1 »35 

"52 

"55 

182 

271 

424 

286 

181 

131 

50.4

9 143

Aug.

167 

161 

161 

161 

161

161 

161 

161 

161 

166

155 

155 

144 

137 

143

143 

137 

129 

126 

122

118 

116 

113 

112 

111

108

90 

76 

69 

67 

66

Sept.

64 

62 60>

5T

»50)

42 

4S 

43 

41

Run-off in 

acre-feet

1,060 

1,610 

2,150 

3,200 

3,160 

11,200 

16,100 

26,100 

17,000 

11,100 

8,060 

3,000

104,000

> Estimated.

174920 33 i
44 SURFACE WATER SUPPLY, 1932, PART 12 C

CRESCENT IAKE RESEEVOIR NEAR CRESCENT, OREG.

LOCATION. Staff gage at reservoir dam in sec. 11, T. 24 S., R. 6 E., 14 miles west 

of Crescent. Zero of gage is 4,826.0 feet above mean sea level.

RECORDS AVAILABLE. August 1922 to September 1932.

EXTREMES. Maximum contents recorded during year, 27,470 acre-feet July 2 

(gage height, 7.71 feet); minimum, 9,640 acre-feet Oct. 21 (gage height, 

2.75 feet).

1922-32: Maximum contents, 72,460 acre-feet (revised) July 15, 1923 (gage 

height, 19.55 feet); minimum, that of Oct. 21, 1931.

REMARKS. Records good. Capacity table revised (increase about 7 percent), 

beginning with 1931-32 records. Contents given are those above zero of gage 

and elevation of gate sill. Water stored in Crescent Lake Reservoir, completed in 1922, is used by Deschutes County Municipal Improvement District 

through its canal, diverting from Deschutes River at Bend, for irrigation of 

lands near Tumalo. Capacity of reservoir is 86,050 acre-feet (revised) at 

spillway crest at gage height 23.0 feet. Records furnished by State engineer.

Stage and contents, 1931-32

Date

Sept. 30-...~ __ .

Oct. 31 .. -

Nov. 30. __ . __ .

Feb. 28 ___ . ___

Mar. 31. ____ . _

Gage 

(feet)

3.02

2.96

3

C*7

4.08

4.62

Contents (acrefeet)

 10,600

ft 10, 140

ft 10, 620

10, 390

6 11 960

14, 360

16,280

Change in 

contents 

during 

month (acrefeet)

-460

+480 -230

+1, 570

+570 

+1 830

+1^920

Date

May 31 

July 31. __ - _ 

Sept. 30 ___

Gage 

height 

(feet)

6.86

7.70

6.12

4.80

4.53

Contents (acrefeet)

24, 360

27,430

21, 690

16,930

15,960

Change in 

contents 

during 

month (acrefeet)

+8,080

+3,070

-5, 740

-4,760 -970

+5,360

Eevised. Interpolated.

CRESCENT CREEK AT CRESCENT IAEE, NEAR CRESCENT, OREG.

LOCATION. Water-stage recorder in sec. 11, T. 24 S., R. 6 E., 100 yards below 

dam at outlet of Crescent Lake and 14 miles west of Crescent.

RECORDS AVAILABLE. January 1911 to July 1915; July 1927 to September 1928, 

incomplete; October 1928 to September 1932.

EXTREMES. Maximum discharge during year, 134 second-feet July 19-21 (gage 

height, 1.78 feet); no flow most of year.

1911-15, 1927-32: Maximum discharge, 313'second-feet July 9, 1929; no 

flow at times.

REMARKS. Records excellent except those estimated June 17-20, July 3-5, 

Aug. 27-30, which are good. Flow regulated since 1922 by storage in Crescent 

Lake Reservoir, this storage being released June 16 to Aug. 26 for Deschutes 

County Municipal Improvement District Canal near Bend. Records furnished 

by State engineer.
DESCHUTES RIVER BASIN 45

Discharge, in second-feet, of Crescent Creek at Crescent Lake, near Crescent, Oreg.,

19S1-S2

Day

1 __ .

2_. ........

3. _____

4. .........

6. _____

6 ..........

7 

8 

9. .........

10 

June

0 

0 

0 

0 

0

0 

0 

0 

0 

0

July

96 

96 

96 

96 

96

96 

96 

94 

93 

92

Aug.

116 

116 

116 

116 

116

116 

116 

116 

116 

114

Day

11 ..........

12..........

13 

14.. ___ ..

15-. ____ -

16 

17 

18 _____ .

19 

20 _____ -

June

0 

0 

0 

0 

0

36 

86 

86 

86 

86

Month

June ___________________________

July................... ..... .............

August... .

They

July

82 

51 

51 

51 

49

45 

23 

6 

26 

134

Aug.

110 

100 

98 

97 

93

85 

80

77 

73 

71

Maximum

96 

134 

116

134

Day

21... .......

22 

23 

24 

25 

26 

27 _ .

28

29 

30 .

31 

Minimum

0 

6 

0

0

June

86 

86 

86 

90 

96

96 

96 

96 

96 

96

Mean

43.5 

91.4

75.7

17.7

July

134 

133 

131 

130 

130

123

118 

116 

116 

116 

116

Aug.

68 

66 

64 

62

37

5

1-

0

Run-off in 

acre-feet

2,590 

5,620 

4,650

12,900

NOTE. No flow during months omitted.

DIVERSIONS FROM DESCHUTES RIVER NEAR BEND, OREG.

The following canals divert from Deschutes River between the gaging station 

at Benham Falls and the station below Bend: Arnold Canal diverts from right 

bank of Deschutes River at head of Lava Island, in SW^ sec. 27, T. 18 S., R. 11 E.; 

water used for irrigation of lands southeast of Bend. Central Oregon Canal 

 diverts on right bank in NEJ4 sec. 13, T. 18 S., R. 11 E.; water used for irrigation 

of lands east of Bend. Pilot Butte Canal diverts in NEJ4 sec. 17, T. 18 S., 

R. 12 E., from Central Oregon Canal above Central Oregon Canal gage; water 

used for irrigation of lands east and northeast of Bend. Deschutes County 

Municipal Improvement District Canal diverts from left bank in NEJ4 sec. 32, 

T. 17 S., R. 12 E., at Bend; water used to supplement flow of Tumalo project feed 

canal for irrigation of lands near Tumalo; water stored at Crescent Lake Reservoir 

is diverted by this canal. North and Swalley Canals divert from right bank in 

NE}£ sec. 29, T. 17 S., R. 12 E.; water used to irrigate lands north of Bend, 

mostly near Redmond. No other diversions between gaging stations at Benham 

Falls and below Bend.

Records are available from October 1926 to September 1932; records for each 

of these canals published separately prior to 1926. Records furnished by State 

engineer.

Diversions, in acre-feet, 1981-82

Month

January _____________

April 

July........ ....................

Arnold 

Canal

2,880

387

553

277

144

344

2,680

5,140

4,810

5,400

4,660

3,650

30,925

Central 

Oregon 

Canal

16,200

1,390

3,110

1,260

3,360

1,960

11,600

20,900

23,300

22,000

23,700

22,200

150,980

Pilot 

Butte 

Canal

469

57

155

45

112

58

551

1,140

1,090

695

547

440

5,359

Deschutes

County Municipal Improvement

District

Canal

320

2,830

1,190

0

0

5,290

2,960

0

0

2,460

4,840

12

19,902

North 

Canal

.

16,900

9,040

2,770

1,440

3,270

1,680

13,700

25,600

25,800

27,500

26,900

24,200

178,800

Swalley 

Canal

3,470

672

197

314

253

726

928

3,430

4,380

5,450

5,240

4,190

29,250

Total

40,239

14,376

7,975

3,336

7,139

10,058

32,419

56,210

59,380

63,505

65,887

54,692

415,216
SURFACE WATER SUPPLY, 1932, PART 12 Q 

TUMAIO CHEEK NEAR BEND, OREG.

46

LOCATION. Water-stage recorder in SE% sec. 23, T. 17 S., R. 11 E., a quarter of

a mile above diversion dam of feed canal of Tumalo project, 4 miles abovemouth, and 4 miles northwest of Bend. 

DRAINAGE AREA. 57 square miles. 

RECORDS AVAILABLE. November 1913 to September 1932; also during winters

from October 1906 to April 1913 except 1909 and 1910. 

EXTREMES. Maximum discharge during year, 356 second-feet June 22 (gage

height, 2.49 feet); minimum, 22 second-feet Nov. 28 (gage height, 1.04 feet). 

1906-8, 1911-32: Maximum discharge, 1,420 second-feet about Jan. 6,,

1923 (gage height, 4.55 feet); minimum, 4.0 second-feet Oct. 28, 1922 (gage

height, 0.55 foot). 

REMARKS. Records good except those estimated, which are fair. Columbia.

Southern Canal diverts above station. Records furnished by State engineer.

Discharge, in second-feet, 1931-32

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 ....

Oct.

39 

38 

39 

40 

43

43 

43 

42 

42 

40

40 

40 

40 

40 

40

40 

40

42 

42 

42

42 

52 

55 

46 

49

46

47 

59 

56 

50 

49

Nov.

50 

51 

52 

51 

51

50 

56 

63 

55 

49

45 

46 

49 

44 

49

44

43 

44 

44 

44

, "38

31 

30 

30

Month

April.......... ..............

July.... . 

Dec.

«34 

«43 

50 

50 «46

50 

49 

46

a 41

52

49 

45

45 

45 

45 

45 

44

45 

45 

47 

"48 

49 

47

Jan.

46 

39 "41 

"43 

45

45 

45 

45 

46 

49

59 

52

a 47 

a 44 

a 46

"47 

47 

50 

45 

46

»42

44 

-42 

"35

Feb.

»38

40 

«40 

40

»35

45 

43 

43 

46 

50

55 

56 

55 

51

Mar.

47 

45 

49 

43 

40

40 

40

42 

42 

42

40 

39 

39 

40

42

42 

49 

90 

137 

107

98 

85 

59 

62

«67

Apr.

«60

33

29 

28

31 

39 

46 

47 

46

70 

94 

94 

98 

94

92 

90 

87 

83 

90

120 

118 

130 

140 

150

May

170 

173 

154 

147 

144

160 

176 

181 

187 

187

196 

210 

228 

235 

204

198 

216 

232

222 

258

219 

179 

170 

173 

165

160 

140 

132

147 

120 

114

June

120 

137 

152

170 

162

147 

162 

176 

196 

228

262 

251 

255 

251 

244

235 

198 

201 

207 

228

255 

292 

273 

241 

235

228 

238 

244 

244 

235

Tumalo Creek

Discharge in second-feet

Maximum

59 

63

59 

56 -

137 

150 

258 

292 

255 

82 

65

292

Minimum

38 

30 

34 

35

39 

28 

114 

120 

70 

56 

51

28

Mean

44.1 

44.6 

44.8 

44.6 

41.0 

59.0 

75.6 

 181 

216 

132 

69.2 

56.7

84.0

Run-off in 

acre-feet

2,710 

2,650 

2,750 

2,740 

2,360 

3,630 

4,500 

11,100 

12,900 

8,120 

4,250 

3,370

61,080

July

244 

255 

235 

184 

170

165 

168 

105 

70 

73

125 

127 

130 

127 

123

134 

127 

111 

105 

114

123 

137 

134 

130 

120

103 

100 

101

92 

82 

72

Columbia 

Southern 

Canal 

(run-off in 

acre-feet)

0 

0 

0 

0 

0 

0 

0 

2,000 

i 3,000 

' 750 

0 

0

5,750

Aug.

73 

78 

80 

7,8 

7«

76 

76 

82 

75 

70

65 

65 

65 

72 

73

69 

69 

69 

69 

65

65 

63 

65 

62 

65

67 

67 

66 

63 

59 

56

Sept.

6Q> 

65. 

63 

60. 

60,

62;

59, 

60i

58, 

58;

58 

56 

56 

52

52

5*

a

51, 

4

«!l

«v

S5? 1 **;

52. 

53- 

54 

56 

56,

Combined, 

run-oft in 

acre-feet

2,710, 

2,650, 

2,750, 

2,740 

2,360 

3,630 

4,500 

13,100 

15,900 

8,870 

4,250 

3,370

66,830

Estimated.
DESCHUTES EIVEE BASIN 47

SOIJAW CBEEK HEAR SKTEES, OEEG,

LOCATION. Water-stage recorder in NWK sec. 32, T. 15 S., R. 10 E., immediately above intake of McCallister Ditch and 4 miles south of Sisters.

DRAINAGE AREA. 63 square miles.

RECORDS AVAILABLE. Irrigation seasons, 1913, 1914, 1916-25; October 1925 to 

September 1932. July 1906 to May 1913 at station below intake of McCallister 

Ditch and 700 feet downstream.

EXTREMES. Maximum discharge during year, 460 second-feet June 21 (gage 

height, 2.15 feet); minimum, 28 second-feet Nov. 28.

1906-14. 1916-32: Maximum discharge (estimated), 1,940 second-feet Nov. 

22, 1909 (gage height, 7.5 feet at former station); minimum, 19 second-feet 

Dec. 6, 1922.

REMARKS. Records good except those estimated, which are fair. Pole Creek, a 

tributary above station, has been entirely diverted from its natural channel 

near mouth through a canal for irrigation of lands near Sisters. Records 

furnished by State engineer.

Discharge, in second-feet, 1931-32

Day

1.. _ ..........

5...............

3 - .-. 

4.. __ ........

.6..... ..........

6 

7 

^8 .... --..

9 ....... ... ..

10 

11 ............

12 

13 

14 

 16 . 

16 

17 __ ..........

18 

19.. _

20. 

31.. _ _ ..

 32 

23 

24 1 

.25 

26 

37 

28 

29 

30 

31 

Oct.

57 

56 

46 

43 

41

38 

37 

34 

33 

32

31 

31 

30 

36 

«37

38 

39 

39 

40 

38

36 

50 

40 

39

42

39 

44 

53 

46 

45 

45

Nov.

45 

54 

56 

50 

46

46 

68 

57 

45 

44

40 

46 

45 

42 

38

40 

42 

42 

43

42

42 

34 

32 

 31 

«31

 31 

31 

«30

« 30

«30

Dec.

 35

37 

«35

Jan.

32 

31 «31 

«31 

 31

31 

30 

30

i «35

38 

37

 «35

Feb.

 35

33

1 -32

42

65 

66 

60 

52

Month

'October _______________________

November. _______________________

December _______________ . ................

 January

March..... ______________________ .

April..... . 

May..... . _ 

"June

July.. 

August _ - ____ . .-.-.-............. .. .......

Mar.

45 

43 

40 

40 

40

40 

40 

40 

39 

39

37 

37 

38 

40 

40

40 

57 

173 

173 

145

106 

95 

89 

121 

113

101 

99 

113 

101 

99 

97

Apr.

101 

104 

97 

95 

93

88 

84 

82 

78 

78

80 

86 

93 

93

88

90 

93

88 

88 

82

80 

80 

76

78 

86

104 

104 

108 

108 

106

Maximum

57 

68

66 

173 

108 

251 

373 

299 

151 

104

373

May

118 

120 

116 

116 

116

126 

133 

141 

155 

184

184 

190 

212 

209 

190

190 

209 

228 

224 

251

215 

190 

190 

184 

181

178 

169 

160 

169 

157 

157

June

163 

172 

184 

187 

175

157 

175 

184 

196 

215

238 

241 

264 

257 

234

234 

228 

234 

257 

308

373 

354 

314 

299 «293

288 

292 

292 

299 

295

Minimum

30 

30

30

37 

76 

116 

157 

123 

65

July

281 

281 

299 

210 

190

183 

190 

193 

183 

179

179 

179 

170 

167 

160

160 

173 

170 

162 

154

160 

167 

167 

164 

157

145 

145 

148 

134 

123 

123

Mean

40.5 

41.8 

35.1 

34.1 

38.3 

74.8 

90.4 

173 

247 

177 

123 

84.1

96.7

Aug.

142 

148 

151 

145 «143

«141 

«139 

137 

132 

116

116 

121 

129 

132 

134

145 

121 

129 

123 

111

111 

111 

111 

«113 «117

« 121 

125 

111 

89 

73 

65

Sept.

97 

93 

91 

93 

91

95 

97 

91 

80

86

87 

 80 «83 

«86 

89

89 

86 

71 

73 

104

74

74 

 74

, «77

Run-off in 

acre-feet

2,490 

2,490 

2,160 

2,100 

2,200 

4,600 

5,380 

10,600 

14,700 

10,900 

7,560 

5,000

70,200

Estimated.
48 SURFACE WATER SUPPLY, 1932, PART 12 C 

CROOKED RIVER NEAR CULVER, OREG.

LOCATION. Staff gage in SWK sec. 11, T. 12 S., R. 12 E., just below Cove power 

plant and 3 miles northwest of Culver.

RECORDS AVAILABLE. October 1917 to September 1932.

EXTREMES. Maximum discharge during year, 7,310 second-feet Mar. 21 (gage 

height, 5.50 feet); minimum, 1,140 second-feet Oct. 1-7 (gage height, 0.38 foot). 

1917-32: Maximum discharge, 7,320 second-feet Feb. 6, 1925 (gage height, 

5.6 feet); minimum, 970 second-feet July 12 to Sept. 5, 1921.

REMARKS. Records fair. Flow regulated slightly by storage in Ochoco Reservoir. Summer flow above Prineville diverted for irrigation. Springs increase 

flow about 1,000 second-feet in a few miles above station. Gage-height record 

furnished by Pacific Power & Light Co.

Discharge, in second-feet, 1931-32

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 

Oct.

1,140 

1,140 

1,140 

1,140 

1,140

1,140 

1,140 

1,150 

1,150 

1,150

1,150 

1,150 

1,150 

1,150 

1,150

1,150 

1,150 

1,150 

1,150 

1,150

1,150 

1,150 

1,150 

1,150 

1,150

1,150 

1,150 

1,180 

1,180 

1,180 

1,180

Nov.

1,180 

1,190 

1,190 

1,190 

1,190

1,190 

1,190 

1,190 

1,190 

1,190

1,190 

1,190 

1,190 

1,190 

1,190

1,190 

1,190 

1,190 

1,190 

1,190

1,190 

1,190 

1,190 

1,190 

1,190

1,190 

1,190 

1,190 

1,190 

1,190

Dec.

1,190 

1,190 

1,109 

1,190 

1,190

1,190 

1,190 

1,190 

1,190 

1,190

1,190 

1,190 

1,190 

1,190 

1,190

1,190 

1,190 

1,190 

1,190 

1,230

1,230 

1,230 

1,230 

1,230 

1,230

1,230 

1,230 

1,230 

1,230 

1,230 

1,230

Jan.

1,230 

1,230 

1,230 

1,230 

1,230

1,230 

1,230 

1,230 

1,230 

1,230

1,230 

1,230 

1,230 

1,230 

1,230

1,230 

1,250 

1,250 

1,250 

1,280

1,310 

1,310 

1,310 

1,190 

1,190

1,200 

1,200 

1,200 

1,200 

1,200 

1,200

Feb.

1,200 

1,200 

1,200 

1,200 

1,200

1,200 

1,230 

1,230 

1,230 

1,230

1,230 

1,230 

1,230 

1,230 

1,230

1,230 

1,200 

1,200 

1,200 

1,220

1,230 

1,240 

1,240 

1,250 

1,310

1,630 

2,770 

2,570 

2,220

Month

December ________________________

February _ . ______________________

July . ..

August.. .... .......................................

The year ______________________

Mar.

2,300 

1,980 

1,700 

1,490 

1,430

1,460 

1,630 

1,980 

2,220 

2,300

2,220 

2,060 

1,198 

1,910 

1,980

2,300 

2,390 

2,670 

3,870 

6,740

7,120 

4,970 

3,730 

2,980 

2,980

4,020 

3,210

2,670 

2,670 

2,670 

2,670

Apr.

2,670 

3,330 

3,870 

3,730 

3,090

2,770 

2,570 

2,390 

2,390 

2,300

2,570 

2,870 

3,090 

3,090 

2,980

2,870 

2,670 

2,670 

2,570 

2,300

2,220 

2,060 

1,980 

1,910 

1,910

2,220 

2,220 

2,140 

2,140 

2,220

Maximum

1,180 

1,190 

1,230 

1,310 

2,770 

7,120 

3,870 

2,670 

1,460 

1,170 

1,170 

1,210

7,120

May

2,220 

2,220 

2,570 

2,670 

2,300

2,220 

1,980 

1,980 

1,980 

1,980

1,840 

1,840 

1,770 

1,770 

1,700

1,630 

1,560 

1,490 

1,430 

1,430

.1,430 

1,430 

1,430 

1,430 

1,430

1,430 

1,400 

1,400 

1,400 

1,400 

1,430

June

1,460 

1,430 

1,400 

1,400 

1,370

1,370 

1,340 

1,310 

1,250 

1,250

1,230 

1,220 

1,200 

1,180 

1,180

1,180 

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170

Minimum

1,140 

1,180 

1,190 

1,190 

1,200 

1,430 

1,910 

1,400 

1,170 

1,170 

1,170 

1,170

1,140

July

1,170 

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170

1,170 

,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170 

1,170

Mean

1,150 

1,190 

1,210 

1,230 

1,370 

2,780 

2,590 

1,750 

1,240 

1,170 

1,170 

1,180

1,500

Aug.

1,170 

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170

1,170

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170 

1,170

Sept.

1,170

1,170 

1,170 

1,170 

11,70

1,170 

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170

1,170 

1,170 

1,170 

1,170 

1,170

1,200 

1,210 

1,210 

1,210 

1,210

Run-off in 

acre-feet

70,700 

70,800 

7*,40ft 

75,600 

78,800 

171,000 

154,000 

108,000 

73,800 

71,900 

71,900 

70,200

1,090,000
DESCHUTES RIVER BASIN 49

METOIIUS RIVER NEAR GRANDVIEW, ORB6.

LOCATION. Staff gage in NE% sec. 19, T. 11 S., R. 11 E., at Montgomery ranch,

8 miles northwest of Grandview.

RECORDS AVAILABLE. October 1921 to September 1932. 

EXTREMES. Maximum discharge during year, 1,930 second-feet Mar. 19 (gage

height, 0.94 foot); minimum, 1,080 second-feet Feb. 17 (gage height, 0.14 foot). 

1921-32: Maximum discharge, about 5,780 second-feet Jan. 7, 1923 (gage

height, 3.32 feet); minimum, that of Feb. 17, 1932. 

REMARKS. Records excellent. No diversions or regulation above station.

Discharge, in second-feet, 1931-82

Day

1.... _ ... .. _

2

3 . __

4 

6 - __

6 

7 _____ . __ .

8 _ ... _ . .....

9 _-.

10 .. .. __ .

11 ___ .........

12......... ___ .

13 

14. ....

16 

16.. .............

17 ... __ .

18 

19.... ........

20 ........

21.... _ ........

22 .......

23 

24...... ____ ..

25 .. ____

26 ............

27 ..........

28... __ . __ 

29 ____ . ___ .

30.... __ . .....

31 _ ...... __ ..

Oct.

1,140 

1,140 

1,140 

1,140 

1,140

1,140 

1,140 

1,140 

1,120 

1,120

1,120 

1,120 

1,120 

1,120 

1,120

1,120 

1,120 

1,120 

1,120 

1,120

1,120 

1,200 

1,200 

1,200 

1,180

1,160 

1,180 

1,200 

1,180 

1,160 

1,140

Nov.

1,140 

1,140 

1,140 

1,140 

1,140

1,140 

1,220 

1,200 

1,180 

1,160

1,160 

1,140 

1,140 

1,140 

1,140

1,140 

1,180 

1,160 

1,220 

1,180

1,140 

1,140 

1,140 

1,140 

1,140

1,140 

1,140 

1,140 

1,120 

1,120

Dec.

1,120 

1,120 

1,120 

1,120 

1,120

1,120 

1,120 

1,120 

1,120 

1,120

1,120 

1,120 

1,120 

1,120 

1,120

1,120 

1,200 

1,180 

1,160 

1,160

1,140 

1,140 

1,140 

1,140 

1,120

1,120 

1,120 

1,120 

1,120 

1,120 

1,120

Jan.

1,140 

1,120 

1,120 

1,120 

1,120

1,120 

1,120 

1,140 

1,200 

1,160

1,160 

1,180 

1,200 

1,200 

1,180

1,180 

1,180 

1,220 

1,200 

1,180

1,160 

1,160 

1,140 

1,140 

1,140

1,140 

1,140 

1,140 

1,140 

1,140 

1,140

Feb.

1,140 

1,140 

1,140 

1,140 

1,140

1,140 

1,140 

1,140 

1,140 

1,140

1,140 

1,140 

1,140 

1,140 

1,140

1,120 

1,080 

1,100 

1,120 

1,120

1,120 

1,120 

1,120 

1,120 

1,140

1,160 

1,340 

1,340 

1,320

Month

November ________________________

February. ________________________

March... __ . ....................................

April. ........ ....................................

May..................................................

July.. --.---__... _. 

September _______________________

Mar.

1,260 

1,260 

1,240 

1,240 

1,260

1,260 

1,260 

1,260 

1,260 

1,260

1,240 

1,240 

1,220 

1,220 

1,240

1,280 

1,340 

1,680 

1,930 

1,680

1,620 

1,660 

1,560 

1,860 

1,800

1,680 

1,680 

1,800 

1,800 

1,740 

1,680

Apr.

1,680 

1,680 

1,680 

1,620 

1,560

1,560 

1,500 

1,500 

1,450 

1,450

1,450 

1,450 

1,450 

1,450 

1,450

1,450 

1,500 

1,450 

1,450 

1,450

1,450 

1,450 

1,450 

1,450 

1,450

1,450 

1,450 

1,450 

1,450 

1,450

Maximum

1,200 

1,220 

1,200 

1,220 

1,340 

1,930 

1,680 

1,680 

1,680 

1,660 

1,340 

1,300

1,930

May

1,560 

1,560 

1,560 

1,560 

1,560

1,560 

1,560 

1,660 

1,660 

1,660

1,620 

1,620 

1,680 

1,680 

1,620

1,620 

1,620 

1,620 

1,620 

1,680

1,680 

1,680 

1,620 

1,620 

1,660

1,560 

1,660 

1,560 

1,680 

1,560 

1,560

June

1,560 

1,560 

1,560 

1,560 

1,560

1,500 

1,500 

1,500 

1,500 

1,560

1,560 

1,620 

1,620 

1,680 

1,680

1,620 

1,620 

1,560 

1,560 

1,560

1,680 

1,680 

1,680 

1,620 

1,620

1,560 

1,560 

1,560 

1,560 

1,560

Minimum

1,120 

1,120 

1,120 

1,120 

1,080 

1,220 

1,450 

1,560 

1,500 

1,340 

1,300 

1,240

1,080

July

1,560 

1,560 

1,560 

1,560 

1,500

1,500 

1,450 

1,450 

1,450 

1,450

1,450 

1,450 

1,450 

1,450 

1,450

1,450 

1,450 

1,450 

1,400 

1,400

1,400 

1,400 

1,400 

1,400 

1,400

1,400 

1,400 

1,400 

1,400 

1,340 

1,340

Mean

1,140 

1,150 

1,130 

1,160 

1,150 

1,460 

1,490 

1,600 

1,580 

1,440 

1,310 

1,250

1,320

Aug.

1,340 

1,340 

1,340 

1,340 

1,340

1,340 

1,340 

1,340 

1,340 

1,320-

1,300 

1,300 

1,300 

1,300 

1,300

1,300 

1,300 

1,300 

1,300 

1,300

1,300 

1,300 

1,300 

1,300 

1,300

1,300 

1,300 

1,300 

1,300 

1,300 

1,300

Sept.

1,280 

1,260 

1,260 

1,260 

1,260

1,260 

1,260 

1,260 

1,260 

1,260

1,260 

1,260 

1,260 

1,260 

1,260

1,260 

1,240 

1,240 

1,240 

1,300

1,240 

1,240 

1,240 

1,240 

1,240

1,240 

1,240 

1,240 

1,240 

1,240

Run-off in 

acre-feet

70,100 

68,400 

69,500 

71,300 

66,200 

89,800 

88,700 

98,400 

94,000 

88,500 

80,600 

74,400

960,000
50 SURFACE WATER SUPPLY, 1932, PART 12 C 

LAKE CREEK NEAR SISTERS, OREO.

LOCATION. Water-stage recorder in SEK sec. 24, T. 13 S., R. 8 E., a quarter of a

mile below Suttle Lake, 6 miles from mouth of creek, and 13 miles northwest

of Sisters.

DRAINAGE AREA. 20.5 square miles. 

^RECORDS AVAILABLE. April 1915 to September 1932. Occasional readings

during summers of 1911 to 1913. 

EXTREMES. Maximum discharge during year, 111 second-feet Mar. 28, May 16

(gage height, 2.17 feet); minimum, 15 second-feet (regulated) July 29, 30 (gage

height, 0.64 foot).

1911-13, 1915-32: Maximum discharge, 302 second-feet Jan. 10, 1923

(gage height, 2.58 feet); minimum, that of July 29, 30, 1932. 

REMARKS. Records good except those estimated Oct. 1-7, Feb. 8, 9, Mar. 9,

Aug. 13 to Sept. 3, which are fair. No diversions above station. Occasional

regulation by storage in Suttle Lake. Records furnished by State engineer.

Discharge, in second-feet, 1981-82

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 

Oct.

22

22 

22 

22

22 

22 

22 

22 

22

22 

22 

22 

22 

22

22 

25 

30 

32 

31

30

28 

27 

26 

26 

25

Nov.

25 

24 

24 

24 

24

23 

24 

25 

26 

26

26 

25 

25 

25 

24

26 

29 

30 

32 

32

30

28 

27 

26 

26

26

25 

25 

24 

24

Dec.

24 

24 

25 

25 

24

24 

24 

24 

24 

24

24 

24 

24 

24 

24

24 

25 

26 

26 

26

26 

26 

26 

26 

26

27 

28 

28 

28 

28 

30

Jan.

29 

28 

27 

27 

27

27 

26 

26 

28 

28

26 

32 

32 

31 

31

32 

34 

36 

36 

35

34 

34 

34 

33 

32

32 

34 

35 

35 

34 

34

Feb.

34 

33 

32 

32 

32

32 

32 

32 

. 32 

32

32 

32 

32 

30 

30

29

28 

28 

28 

28

27

27 

27 

27 

28

28 

28 

28 

30

Month

April .......... ....... ....... .......

July - - .

The year __________________ . ....

Mar.

30 

32 

33 

32 

34

34 

34 

34 

34 

34

34 

34

34 

34 

35

36 

40 

46 

53 

59

72 

83 

89 

98 

. 104

106 

105 

110 

110 

109 

108

Apr.

106 

103 

102 

100 

98

94 

91 

86 

82 

78

75 

73 

69 

68 

69

70 

71 

60 

69 

66

77 

77 

78 

78 

77

76 

73 

73 

81 

88

Maximum

32 

32 

30 

36 

34 

110 

106 

110 

85 

42 

32 

27

110

May

85 

85 

85 

87 

87

87 

89 

90 

92 

96

100 

102 

105 

107 

109

110 

110 

109 

107 

108

108 

108 

108 

106 

102

100 

97 

93 

92 

89 

87

June

85 

84 

82 

80 

77

77 

74 

73 

71 

69

68 

66 

66 

67 

65

64 

63 

63 

61 

60

58 

57 

54 

53 

52

51 

49 

48 

46 

44

Minimum

22 

23 

24 

26 

27 

30 

60 

85 

44 

15

24

15

July

42 

41 

39 

38 

37

37 

36 

36 

35 

34

34 

34 

34 

34 

34

34 

33 

32 

32 

32

32 

32 

32 

31 

31

31 

31 

26

15 

21

27

Mean

23.9 

26.0 

25.4 

31.3 

30.0 

59.0 

80.3 

98.1 

64.2 

32.8 

27.7 

25.8

43.7

Aug.

27 

28 

30 

32 

30

29 

29 

29

28 

28

28 

28

27

Sept.

26 

26 

26 

26 

26

26 

26 

26 

26 

26

25 

25 

25 

27 

27

26 

26 

26 

26 

24

24 

25 

25 

26 

26

26 

26 

26 

26

27

Run-off in 

acre-feet

1,470 

1,590 

1,560 

1,920 

1,730 

3,630 

4,780 

6,030 

3,820 

2,020 

1,700 

1,540

31,800
DESCHTJTES RIVER BASIN 51

WHITE EIVEE BELOW TYGH VALLEY, OEEG.

LOCATION. Water-stage recorder in NWK sec. 8, T. 4 S., R. 14 E., just below

Pacific Power & Light Co.'s plant at White River Falls and 4^ miles below

Tygh Valley.

RECORDS AVAILABLE. November 1917 to September 1932. 

EXTKEMES. Maximum discharge during year, 3,120 second-feet Mar. 19 (gage

height, 6.0 feet); minimum, 40 second-feet Aug. 23 (gage height, 0.07 foot). 

1917-32: Maximum discharge, 13,300 second-feet Jan. 6, 1923 (gage height,

about 13.3 feet); minimum, 10 second-feet Dec. 11-14, 1919, Aug. 9, 1931. 

REMAKKS. Records good except those estimated Nov. 22-27, June 7-10, 12-15,

which are fair. Diversions for irrigation above station. Low-water flow

regulated to some extent by operation of power plant. Gage-height record

furnished by Pacific Power & Light Co.

Discharge, in second-feet, 1931-38

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 ....... .....

Oct.

98 

98 

94 

92 

103

130

131 

127 

122 

111

105 

104 

102 

101 

98

96 

95 

93 

92 

91

90 

107 

136 

134 

130

146 

148 

219 

243 

210 

187

Nov.

167 

219 

243 

208 

181

164 

167 

204 

212 

206

185 

167 

150 

168 

157

159 

189 

187 

183 

248

217 

180

162 

167 

172

Dec.

167 

174 

183 

176 

167

159 

164 

157 

146 

146

141 

132 

136 

131 

130

136 

195 

274 

318

351

321 

256 

231 

226 

217

204

202 

200 

180 

187 

231

Jan.

226 

212 

193 

189 

208

248 

240 

224 

342 

405

962 

1,240 

570 

426 

354

315 

303 

330 

372 

348

309

280 

240 

238 

248

236 

233 

219 

217 

210 

215

Feb.

217 

219 

224 

231 

236

233 

238 

240 

228 

246

236 

236 

212 

215 

200

200 

183 

195 

206 

228

285 

294 

300 

458 

780

980 

1,240 

1,070 

835

Month

April..................................................

July ...... ...... ............. ........ ...............

Mar.

705' 

658 

530 

475 

550

755 

730 

680 

612 

530

492 

440 

426

475 

475

458 

755 

2,030 

2,590 

1,800

1,360 

1,180 

730 

1,320 

1,480

1,240 

1,100 

1,180 

1,210 

1,100 

1,100

Apr.

1,100 

1,140 

1,100 

1,100 

980

890 

808 

705 

680 

705

780 

862 

950 

1,010 

1,010

950 

1,100 

1,100 

1,040 

980

890 

835 

755 

755 

755

862 

980 

1,140 

1,140 

1,100

Maximum

243 

248 

351 

1,240 

1,240 

2,590 

1,140 

1,360 

862 

280 

156 

135

2,590

May

1,210 

1,180 

1,100 

1,070 

1,070

1,070 

1,180 

1,180 

1,280 

1,360

1,280 

1,280 

1,280 

1,240 

1,100

1,040 

1,070 

1,100 

1,040 

1,070

1,100 

1,010 

980 

980 

890

808 

730 

680 

1,010 

950 

890

June

862 

808 

755 

705 

658

658 

630 

600 

620 

640

658 

680 

700 

680 

620

550 

492 

440 

419 

405

396 

396 

384 

363

348

333

315 

303 

291

282

Minimum

90 

150

130 

189 

183 

426 

680 

680 

282 

153 

128 

108

90

July

272 

269 

274 

280 

253

238 

226 

217 

210 

208

206 

200 

195 

195 

191

189 

185 

181 

178 

176

174 

174 

170 

167 

165

164 

157 

153 

154 

156 

159

Mean

124 

185 

195 

334 

368 

941 

940 

1,070 

533 

198 

141 

121

429

Aug.

156 

154 

151 

150 

147

147

147 

147 

144 

146

146 

147 

146 

144 

146

143 

140 

139 

137 

136

136 

136 

132 

130 

131

131 

131 

128 

130 

139 

135

Sept.

131 

131 

130

127 

127

m

122 

12O 

120 

116

116 116. 

114 

117 

121

121 

123 i2«.

123 

131

135 

127 

125 

120 

116

114 110- 

108 ioa

110

Run-off in 

acre-feet

7,620 

11, GOO12, 000 20,600' 

21,200 

57,900 

55,fi(» 

65,800 

31,700 

12,200 

8,670 

7,200

312,000
O^ SURFACE WATER SUPPLY, 1932, PART 12 C

KLJCKITAT RIVER BASIN

KUCKITAT RIVER NEAR GUENWOOD, WASH.

LOCATION. Water-stage recorder in SE% sec. 14, T. 7 N., R. 12 E., half a mile below

Dairy Creek, 3 miles below Big Muddy Creek, and 5 miles north of Glenwood. 

DRAINAGE AEEA. 356 square miles. 

RECOBDS AVAILABLE. December 1910 to September 1932, incomplete. October

1909 to December 1910 at a point 1 mile upstream. 

EXTEEMES. Maximum discharge during year, 2,700 second-feet sometime during

May 9-14 (gage height, 4.09 feet); minimum, 204 second-feet Nov. 28 (gage

height, 0.96 foot).

1909-32: Maximum discharge, 6,250 second-feet Nov. 24, 1909 (gage height,

5.20 feet on original gage); minimum, that of Nov. 28, 1931. 

REMABKS. Records good except those estimated Feb. 3-6 and May 9-14, which

are fair. No diversions or regulation above station.

Discharge, in second-feet, 1931-32

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 ......

Oct.

307 

290 

274 

282 

307

282 

265 

253 

253 

257

253 

253 

253 

253 

253

253 

249

253 

257 

249

245 

333 

316 

299 

316

295 

290 

397 

435 

390 

364

Nov.

355 

377 

359 

350 

337

355 

500 

453 

412 

381

359 

355 

372 

368 

350

346 

342 

329 

337 

329

307 

245 

265 

299 

320

307 

249 

236 

269 

286

Dec.

282 

333 

337 

324 

290

290 

295 

295 

269

278

274 

253 

278 

249 

245

282 

390 

430

426 

444

412

381 

377 

364 

355

337 

346 

337 

312 

316 

316

Jan.

312 

303

295 

299 

303

303 

299 

299 

316 

324

552 

536 

426 

422 

417

404 

399 

430 

426 

390

377 

355 

295 

316 

359

342 

333 

333 

329 

329 

303

Month Maximum

October ______________

December _____________

January ______________

March. _____________

April..............................

May. ________________

July 

August ............................

 September _ __________

435 

500 

444 

552 

1,540 

1,500 

1,790 

2,500 

1,890 

1,220 

597 

466

2,500

Feb.

278 

265

I 300

320 

316 

303 

299

295 

290 

290 

265 

278

286 

269 

278 

286 

295

324 

299 

299 

364

485

1,040 

1,450 

1,540 

1,220

Mar.

1,020 

908 

785 

750

771

852 

764 

708 

666 

633

603

574 

563 

574 

591

591 

701 

1,100 

1,500 

1,360

1,180 

1,140 

1,060 

1,100 

1,100

1,020 

964 

1,020 

1,060 

1,010 

1,060

Minimum

245 

236 

245 

295 

265 

563 

956 

1,400 

1,220 

563 

412 

359

236

Apr.

1,114 

1,180 

1,180 

1,140 

1,100

1,020 

1,000 

972 

956 

980

1,060 

1,180 

1,360 

1,500 

1,500

1,500 

1,540 

1,450 

1,500 

1,360

1,270

1,180 

1,140 

1,140 

1,180

1,320 

1,450 

1,690 

1,790 

1,790

Mean

290 

338 

326 

359 

443 

894 

1,290 

2,030 

1,540 

811 

493 

396

767

May

1,890 

1,940 

1,890 

1,940 

2,100

2,150 

2,320 

2,320 

2,350 

2,500

2,500 

2,450 

2,500 

2,450 

2,200

2,150 

2,150 

2,260 

2,150 

2,260

2,150 

1,940 

1,840 

1,740 

1,640

1,540 

1,450 

1,400 

1,540 

1,590 

1,640

Per s 

m

June

1,690 

1,690 

1,740 

1,790 

1,640

1,500 

1,450 

1,500 

1,540 

1,740

1,840 

1,840 

1,890 

1,840 

1,790

1,690 

1,500 

1,400 

1,320 

1,360

1,450 

1,500 

1,450 

1,400 

1,320

1,270 

1,220 

1,270 

1,270 

1,220

lie

0.815 

.949 

.916 

1.01 

1.24 

2.51 

3.62 

5.70 

4.33 

2.28 

1.38 

1.11

2.15

July

1,180 

1,180 

1,220 

1,100 

1,010

956 

924 

908

884 

868

830 

800 

815 

792

757

736 

743

722 

715 

722

729 

750 

715 

708 

694

666 

659 

652 

591 

563 

563

Aug.

597 

591 

597 

597 

585

580 

574 

541 

505 

476

471 

471 

466 

462 

476

495 

500 

500 

471 

444

440 

435 

444 

462 

471

466 

471 

458 

422 

417 

412

Sept.

408 

412 

422 

430 

453

466 

435 

404 

390 

412

408 

394 

404 

444 

426

417 

394 

368 

364 

377

359 

364 

364 

36S 

364

359 

372 

368 

372 

368

Run-off

Inches Acre-feet

0. 94 17, 800 

1.06 20,100 

1.06 20,000 

1. 16 22, 100 

1. 34 25, 500 

2.89 55,000 

4.04 76,800 

6.57 125,000 

4. 83 91, 600 

2.63 49,900 

1.59 30,300 

1.24 23,600

29.35 558,000
KLICKITAT RIVER BASIN

KHCKTTAT RIVER AT PITT, WASH.

53

LOCATION. Staff gage in NE% sec. 32, T. 4 N., R. 13 E., at Pitt, 3 miles southwest of Klickitat and 10% miles above mouth. 

DBAINAGE AHEA. 1,160 square miles. 

RECORDS AVAILABLE. October 1928 to September 1932. Comparable records at

former stations at Klickitat and near Lyle, May 1907 to December 1912. 

EXTKETMES. Maximum discharge during year, 7,390 seeond-feet Feb. 26 (gage

height, 6.06 feet); minimum, 495 second-feet Nov. 28 (gage height, 0.92 foot). 

1907-12, 1928-32: Maximum discharge, 13,600 second-feet Mar. 31, 1931

(gage height, 10.3 feet); minimum, 485 second-feet Dec. 28-31, 1930 (gage

height, 0.88 foot). 

REMARKS. Records good except those above 4,000 second-feet, which are fair.

Discharge estimated Dec. 21. Minor diversions for irrigation above station;

no regulation.

Discharge, in second-feet, 1931-32

Day

1... _ . __ ..

2 ... _ ........

3...............

4... ...___......

5... -...._. _ ..

6 

7.......... _ ..

8.. .............

9 i... .......

10-... ..........

11-.. .........

12...... .........

13..... ..........

14...............

15.... ...........

16... ............

17-.-.-.........

18... ........... .

19.. . ....... 

 20... .........

21...............

22 . 

23 

24 .. ...

25. .

26... ............

27 .........

28 ..........

29 

30 ..............

31.. ..........

Oct.

584 

552 

535 

525

552

540 

525 

525 

525 

520

520 

525 

530 

535 

535

530 

535 

510 

535 

530

520 

620 

626 

584 

602

579 

584 

602 

762 

671 

657

Nov.

632 

644 

644 

620 

620

596 

814 

814 

748 

692

692 

638 

632 

644 

620

626 

650 

644 

626 

644

602 

546 

530

557 

584

584 

557 

505 

574 

525

Dec.

535 

562 

579 

579

568

568 

579 

562 

562

557

552 

505 

525 

535 

515

552 

657 

806 

783 

846

906 

966 

886 

870 

822

776 

762 

755 

692 

692 

650

Month

October. __ .....................

January

March _________ .........

April.... 

May-...... ............ .......

July ................. .........

Jan.

678 

650 

644 

638

678

998 

1,010 

1,020 

1,400 

1,540

4,550 

2,720 

1,800 

1,450 

1,190

1,190 

1,110 

1,450 

1,690 

1,640

1,400 

1,230 

1,030 

966 

1,010

998 

934 

886 

870 

902 

782

Maximum

762 

814 

966 

4,550 

6,840 

5,060 

2,930 

3,360 

2,320 

1,500 

926 

762

6,840

Feb.

720 

678 

706 

734 

734

720 

720 

734

783 

814

854 

854 

822 

713 

706

713 

678 

626 

685 

713

1,010 

1,360 

1,500 

3,280 

3,740

6,480 

6,840 

5,580 

4,550

Mar.

3,980 

3,900 

2,650 

2,580 

2,520

2,930 

2,580 

2,450 

2,260 

2,020

1,960 

1,800 

1,740 

1,800 

1,850

1,900 

2,650 

4,380 

5,060 

4,220

3,500 

3,210 

2,650 

4,380 

4,220

4,220 

3,280 

3,660 

3,070 

3,070 

3,070

Minimum

510 

505 

505 

638 

626 

1,740 

2,020 

1,960 

1,540 

878 

727 

638

505

Apr.

2,930 

2,930 

2,720 

2,580 

2,580

2,520 

2,260 

2,140 

2,020 

2,020

2,080 

2,080 

2,380 

2,450

2,580

2,580 

2,580 

2,520 

2,580 

2,520

2,260 

2,200 

2,080 

2,020 

2,140

2,200 

2,380 

2,450 

2,650 

2,720

Mean

564 

627 

668 

1,260 

1,690 

3,020 

2,400 

2,700 

1,940 

1,130 

822 

690

1,460

May

2,450 

2,650 

2,580 

2,650 

2,860

2,860 

3,070 

3,000 

3,070 

3,280

3,280 

3,210 

3,360 

3,280 

2,930

2,790 

2,790 

2,790 

2,790 

2,860

2,930 

2,650 

2,520 

2,450 

2,200

2,140 

2,020 

1,960 

1,960 

2,140 

2,140

Per s< m

June

2,200 

2,140 

2,200 

2,320 

2,140

1,960 

1,900 

1,900 

1,960 

2,080

2,260 

2,320 

2,320 

2,320 

2,260

2,140 

1,900 

1,850 

1,690 

1,690

1,740 

1,850 

1,850 

1,740 

1,640

1,640 

1,540 

1,540 

1,540 

1,540

lie

0.486 

.541 

.576 

1.09 

1.46 

2.60 

2.07 

2.33 

1.67 

.974 

.709 

.595

1.26

July

1,500 

1,500 

1,500 

1,450 

1,320

1,270 

1,230 

1,230 

1,230 

1,190

1,150 

1,110 

1,150 

1,110 

1,110

1,070 

1,070 

1,030 

1,030 

1,030

1,030 

1,070 

1,070 

1,030 

1,010

998 

990 

974 

950 

902 

878

Aug.

926 

926 

918 

910 

926

918 

902 

886 

846 

814

798 

783 

776 

806 

814

830 

830 

830 

814 

77fi

762 

762 

762 

776 

798

790 

790 

798

755 

734 

727

Sept.

727 

727 

734 

748 

748

762 

762 

748 

706 

713

720 

692 

678 

706 

706

692 

678 

650 

638 

650

650 

638 

650 

657 

650

644 

664 

657 

657 

657

Run-off

Inches

0.56 

.60 

.66 

1.26 

1.58 

3.00 

2.31 

2.69 

1.86 

1.12 

.82 

.66

17.12

Acre-feet

34,700 

37,300 

41,100 

77,500 

97,200 

186,000 

143,000 

166,000 

115,000 

69,500 

50,500 

41,100

1,060,000
54 SURFACE WATER SUPPLY, 1932, PART 12 C

HOOD RIVlflK BASIN

HOOD RIVER NEAR HOOD RIVER, OREG.

LOCATION. Water-stage recorder in SE^ sec. 36, T. 3 N., E. 10 E., at Powerdale, 

a quarter of a mile above Pacific Power & Light Co.'s plant and three quarters 

of a mile south of Hood Eiver. Zero of gage is 106.23 feet above mean sea 

level by 1929 general adjustment.

RECORDS AVAILABLE. March 1913 to September 1932.

EXTREMES. Maximum discharge during year, 8,490 second-feet Mar. 18 (gage 

height, 7.7 feet); minimum, 16 second-feet Oct. 17, 20, 21 (gage height, 1.65 

feet).

1913-32: Maximum discharge, 34,000 second-feet Jan. 6, 1923 (gage height, 

11.1 feet); minimum, 3 second-feet Aug. 9, 1926 (gage height, 1.45 feet).

REMARKS. Eecords fair. Diversions for irrigation above station. Pacific 

Power & Light Co.'s conduit diverts -water around gage. Low-water flow 

regulated by pondage at sawmill at Dee. Gage-height record furnished by 

Pacific Power & Light Co.

Discharge, in second-feet, 1931-32

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 .. __ .

Oct.

26 

26 

26 

30

79

29 

29 

29 

25 

25

23 

23 

23 

33 

32

33 

30 

34

25 

28

20 

102 

193 

122 

94

217 

358 

1,030 

590. 

253 

166

Nov.

110 

87 

49 

29 

32

26 

723 

737 

642 

642

345 

253 

266 

328 

237

245 

705 

605 

1,250 

1,460

873 

527 

366 

266

257

225 

147 

107 

312 

134

Dec.

124 

94 

79 

54 

38

34

54 

95 

65 

99

102 

32 

64 

18

28

33

178 

650 

470 

745

605 

501 

392 

355

298

253 

233 

217 

183 

155 

145

Jan.

119 

105 

85 

112 

190

441 

392 

397 

1,120 

1,100

2,580 

2,470 

1,460 

1,080

844

705 

681 

1,520 

1,400 

1,110

873 

689 

555 

470 

402

376 

350 

302 

280 

262 

210

Feb.

175 

175 

241 

249 

214

225 

186 

214 

237 

371

366 

321 

280 

217

183

150 

129 

107 

105 

137

249 

249 

241 

402 

790

1,300 

3,180 

2,580 

1,960

Month

October . ________________________

June

July.. ...... ... .

August

Mar.

1,620 

1,520 

1,160 

1,030 

1,940

3,180 

2,200 

1,740 

1,350 

1,090

960

864 

737 

745 

754

763 

2,620 

6,060 

5,230 

3,280

2,320 

1,900 

1,740 

2,770 

2,790

2,260 

2,080 

2,510 

2,380 

2,020 

1,790

Apr.

1,790 

1,680 

1,620 

1,400 

1,320

1,140 

1..060 

980 

930 

892

911 

1,000 

1,130 

1,270 

1,150

1,100 

1,400 

1,460 

1,460 

1,350

1,180 

1,080 

960 

970 

960

1,010 

1,170 

1,200 

1,140 

1,120

Maximum

1,030 

1,460 

745 

2,580 

3,180 

6,060 

1,790 

1,680 

920 

902 

92 

155

6,060

May

1,240 

1,250 

1,400 

1,520 

1,520

1,460 

1,520 

1,520 

1,520 

1,620

1,570 

1,520 

1,570 

1,460 

1,350

1,340 

1,400 

1,460 

1,460 

1,680

1,620 

1,460 

1,520 

1,460 

1,010

808 

721 

642 

1,210 

1,110 

882

June

835 

844 

826 

799 

721

612 

569 

541 

598 

754

808 

873 

920 

902 

854

689 

555 

501 

464 

501

534 

576 

527 

452 

408

386 

371 

366 

371 

366

Minimum

20 

26 

18 

85 

105 

737 

892 

642 

366 

39 

26 

36

18

July

355 

392 

902 

892 

689

650 

628 

241 

186 

183

147 

114 

109 

142

252

189 

139 

124

97 

82

90 

129 

126 

129 

145

99 

73 

69 

39 

58 

54

Mean

121 

400 

206 

732 

525 

2,050 

1,190 

1,350. 

617 

243 

49.0 

55.4

629

Aug.

65 

69 

76 

58 

69

40 

38 

54 

26

28

33 

32 

27 

30 

32

36 

47 

40 

44 

42

56 

51 

67 

53 

54

56 

65 

92 

40 

54 

44

Sept.

58 

49 

36 

44 

78

54 

49 

62 

60 

49

155 

58 

51 

54 

W

76 

47 

39 

40

n

47 

40 

44 

44 

47

45 

58 

49 

40 

46

Run-off in 

acre-feet

7,440 

23,800 

12,700 

46,000 

30,200 

128,000 

70,800 

83,000 

36,700 

14,900 

3,010 

3,300

457,000
HOOD EIVEE BASIN 55

Combined discharge, in second-feef, of Hood River and Pacific Power & Light Co.'s 

conduit near Hood River, Or eg., 1931-32

Day

1 ____ . __

2 _ . _ ... _ ..

3...............

4 _ . __ . .....

5.. ..........

6 _______ ...

7 ____ ... __ .

8. ___ . ___ .

9 

10 ____ . ___ .

11 ...............

12 ...............

13 __ ... .......

14...............

16 ............

16...............

17 ______ ....

18. __ .... _ ..

19 ............

20 _ ............

21 _ ............

22...............

23...............

24 _ ... _ ......

25-.... .....-.

26.... ........

27.. ..........

28.. _____ ....

29... .......... ..

88... .........

31.... ____ ...

Oct.

353

345

335

321

474

356

343

319

326

324

313

319

316

308

299

305

304

315

312

308

314

505

651

581

543

687

830

1,500

1,060

721

636

Nov.

585

554

529

482

478

448

1,150

1,220

1,100

1,130

805

692

746

808

717

725

1,190

1,080

1,710

1,850

1,300

977

806

706

702

644

594

538

495

520

Dec.

516

530

519

498

483

474

497

487

439

431

444

434

429

428

401

413

561

1,050

920

1,200

1,060

900

852

816

747

712

701

658

663

635

623

Jan.

597

558

540

561

660

897

847

848

1,570

1,540

2,920

2,810

1,850

1,480

1,240

1,100

1,010

1,990

1,870

1,580

1,330

1,150

1,020

930

862

836

810

762

740

722

670

Feb.

635

635

687

711

688

688

646

666

697

831

826

781

740

677

636

610

589

567

565

597

709

709

701

862

1,250

1,740

3,600

3,000

2,410

Mar.

2,050

1,980

1,620

1,490

2,390

3,600

2,620

2,140

1,820

1,560

1,430

1,330

1,200

1,190

1,220

1,230

3,090

6,480

5,590

3,640

2,780

2,360

2,200

3,210

3,250

2,720

2,430

9 080

2,850

2,490

2,260

Apr.

2,260

2,150

2,090

1,870

1,790

1,610

1,530

1,450

1,400

1,360

1,380

1,460

1,590

1,740

1,620

1,570

1,870

1,930

1,930

1,820

1,650

1,550

1,430

1,440

1,430

1,480

1,640

1,670

1,610

1,590

May

1,710

1,720

1,520

1,520

1,520

1,460

1,520

1,520

1,520

1,620

1,570

1,520

1,570

1,460

1,350

1,340

1,400

1,460

1,460

1,680

1,620

1,460

1,520

1,680

1,460

1,240

1,120

1,070

1,460

1,520

1,300

Jane

1,230

1,230

1,210

1,180

1,080

992

951

932

989

1,150

1,220

1,280

1,290

1,290

1,220

1.080

947

901

853

888

942

986

937

861

818

788

777

776

781

776

July

765

802

1,010

892

689

660

628

600

596

593

552

521

516

542

457

531

539

517

496

483

495

534

539

531

547

539

477

462

437

440

384

Aug.

433

439

450

423

435

413

395

408

364

341

348

352

342

348

364

364

371

369

353

342

345

307

317

335

350

349

342

329

305

331

280

Sept.

318

316

305

307

291

328

348

369

341

329

305

333

331

344

360

357

348

337

330

440

382

358

364

373

374

374

372

383

372

395

Month

November.. ...........................................

January

February ..............................................

April ..

May . . __.. _ 

July ___ . __ __ . .

September ________________________

The year. .

Maximum

1,500

1,850

1,200

2,920

3,600

6,480

2,260

1,720

1,290

1,010

450

440

6,480

Minimum

299

448

401

540

665

1,190

1,360

1,070

776

384

280

291

280

Mean

472

843

630

1,170

981

2,490

1,660

1,480

1,010

573

363

350

1,000

Run-off in 

acre-feet

29,000

50,200

38,700

71,900

56,400

153,000

98,800

91,000

60,100

35,200

22,300

20,800

727,000
5(5 SURFACE WATER SUPPLY, 1932, PART 12 C 

WEST FORE OF HOOD RIVER NEAR DEE, OREO.

LOCATION. Water-stage recorder in SE# sec. 1, T. 1 N., R. 9 E., a quarter of a

mile above Dead Point Creek, half a mile above junction with Hood River,,

and 1 mile northwest of Dee. Zero of gage is 864.11 feet above mean sea level. 

RECORDS AVAILABLE. August 1913 to September 1915 (incomplete) a quarter of a

mile above present site; June to September 1932. 

EXTREMES. Maximum discharge during period, 721 second-feet June 13 (gage

height, 3.48 feet); minimum, 123 second-feet Sept. 30 (gage height, 1.82 feet). 

1913-15, 1932: Maximum stage recorded, 4.00 feet at old gage Jan. 5, 1914

(discharge not determined); minimum discharge, 100 second-fdet Sept. 29, 30,

1915. 

REMARKS. Records excellent. Discharge interpolated June 5. Diversions for

irrigation above station; no regulation.

Discharge, in second-feet, 198®

Day

1 ____ ... _ 

2........... .... .... -

3 

4..... . ... ......

6.. . 

6-... ~

7.. .... ... ... 

8. .. .. _ .......

9....... ............. .

\Q... .................

11--. 

12..... ..........

13 

14.... __ - ___ . _ 

15 

June

581 

581 

558 

550 

519

488 

470 

445 

496 

650

650 

674 

698 

674 

604

July

302 

310 

428 

393 

302

265 

258 

255 

249 

255

246 

232 

226 

238 

223

Aug.

171 

173 

173 

169 

171

171 

164 

164 

158 

154

156 

158 

168 

154 

152

Sept.

143 

141 

137 

135 

134

135 

135 

137 

137 

137

135 

134 

132 

132 

132

Day

16 

17 

18 

19 

20

21 

22 

23 

24

25

26 

27 

28 

29 

30 

31

Month

July..... . ... . ... ....

September.. ______________________

The period ____________________

.. _ _ _

Maximum

698 

428 

173 

143

June

514 

449 

428 

402 

410

432 

445 

406 

372

352

340 

332 

328 

324 

310

July

223 

226 

208 

200 

200

205 

210 

203 

200 

205

195 

186 

186 

179 

173 

171

Minimum Mean

310 483 

171 237 

141 155 

125 133

Aug.

156

154 

152 

150 

146

145 

145 

145 

143 

146

146 

145 

143 

141 

148 

148

Sept.

132 

130- 

128. 

127 isr

141 

137 

134 132"

130-

128. 

127 

125 

125 

125-

Run-off In 

acre-feet

28,700- 

14,600 

9,530 

7,810*

60,70ft
HOOD EIVEE BASIN 57

PACIFIC POWER A LIGHT CO.'S CONDUIT NEAE HOOD RIVER, OEEG.

LOCATION. Venturi meter in NE% sec. 36, T. 3 N., R. 10 E., at Pacific Power & 

Light Co.'s plant on Hood River, half a mile southeast of Hood River.

RECORDS AVAILABLE. May 1923 to September 1932. At station on tailrace of 

old plant October 1913 to September 1914; January 1916 to July 1922.

EXTREMES. Maximum discharge during year, 490 second-feet Nov. 9, 10, 17. 

No flow when power plant was occasionallv shut down.

1913-14, 1916-32: Maximum discharge, 500 second-feet Sept. 10, 1927.

REMARKS. Records good. Discharge determined from hourly readings of 

Venturi meter checked by occasional discharge measurements. Pacific Power 

& Light Co.'s conduit diverts from Hood River in SE)£ sec. 11, T. 2 N., R. 

10 E., immediately below mouth of Neal Creek. Water is returned to river in 

NEJ4 sec. 36, T. 3 N., R. 10 E., being diverted around gage on Hood River 

near Hood River. Meter readings furnished by Pacific Power & Light Co.

Discharge, in second-feet, 1981-32

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. ........

Oct.

327 

319 

309 

291 

395

327 

314 

290 

301 

299

290 

296 

293

275 

267

272

274 

281 

287 

280

294 

403 

458 

459 

449

470 

472 

475 

472 

468 

470

Nov.

475 

467 

480 

453 

446

422 

328 

480 

460 

490

460 

439 

480 

480 

480

480 

487 

480 

461 

394

429 

450 

440 

440 

445

419 

447 

43.1 

183 

386

Dec.

392

436 

440 

444 

445

440 

443 

392 

374 

332

342 

402 

365 

410 

373

380 

383 

398 

450

456

450 

399 

460 

461 

449

459 

468 

441 

480

480 

478

Jan.

478 

453 

455 

449 

470

456 

455 

451 

453 

438

343 

343 

390 

400 

400

400 

326 

470 

470 

465

460 

460 

460 

460 

460

460 

460 

460 

460 

460 

460

Feb.

460 

460

446 

462 

474

463 

460 

452 

460 

460

460 

460 

460 

460 

453

460 

460 

460 

460 

460

460 

460 

460 

460 

460

439 

420 

416 

450

Mar.

431 

460 

460. 

460 

450

425 

420 

404 

470 

470

470 

470 

468 

446 

470

470 

466 

416 

360 

360

460 

460 

460 

438 

460

460 

347 

470 

470 

470 

470

Apr.

470 

470 

470 

470 

470

470

470 

470 

470 

470

470 

456 

458 

470 

470

470 

470 

470 

470 

470

470 

470 

470 

470 

470

470 

470 

470 

470 

470

Month Maximum

October...... ___________ . ....................

December. .............................................

January

February ________________________

March.. _...._...... ..._. .. ...... .......

April...... .... . ....

May..... ....... ................... ....................

July . . 

The year .

475 

490 

480 

478 

474 

470 

470 

470 

410 

440 

374 

364

490

May

470 

470 

118 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

215

448

432 

398 

424 

248 

410 

420

June

399

388 

381 

381 

364

380 

382 

391 

391 

394

410 

410 

369 

384 

366

387 

392 

400 

389 

387

408 

410 

410 

409 

410

402 

406 

410 

410 

410

Minimum

267 

183 

332 

326 

416 

347 

456 

0 

364 

0 

236 

150

0

July

410 

410 

104 

0 

0

0 

0 

359 

410 

410

405 

407 

407 

400 

205

342 

400 

393 

399 

401

405 

405 

413 

402 

402

440 

404 

393 

398 

382 

330

Aug.

368 

370 

374 

365 

366

373 

357 

354 

338 

313

315 

320 

315 

318 

332

328 

324 

329 

309 

300

289 

256 

250 

282 

296

293

277 

237 

265 

277 

236

Sept.

260 

267 269- 

263. 

213

274 

29» 

307 272- 

280

150 

281 

280 

290 

300

281 

301 

298 

290 

364

335 

318 

320 

32» 

327

329 

314 

334 

332 

350

**»

351 21, 600 

444 26,400 

423 26,000 

440 27,100 

456 26,200 

446 27,400 

469 27,900 

131 8,060 

394 23,400 

330 20,300 

314 19, 300 

294 17,500

374 271.000
-58 SURFACE WATER SUPPLY, 1932, PART 12 C

WHITE SALMON RIVER BASIN

WHITE SALMON RIVER AT HUSUM, WASH.

LOCATION. Water-stage recorder in SWJ4 sec. 30, T. 4 N., R. 11 E., 500 feet

above mouth of Rattlesnake Creek at Husum. 

RECORDS AVAILABLE. September 1909 to October 1919; October 1929 to

September 1932. 

EXTREMES. Maximum discharge during year, 2,330 second-feet Mar. 19 (gage

height, 4.90 feet); minimum, 359 second-feet Dec. 15 (gage height, 0.79 foot). 

1909-19, 1929-32: Maximum discharge, 7,500 second-feet Dec. 29, 1917

(gage height, 10.0 feet at old gage); minimum, 340 second-feet Dec. 30, 1930

(gage height, 0.64 foot). 

REMARKS. ^Records good except those estimated Aug. 1-5, 24-31, and Sept.

11, 12, which are fair. Numerous diversions for irrigation near Trout Lake.

Springs increase flow by a large amount in a few miles above station.

Discharge, in second-feet, 19S1-SH

Day

1...... ... 

2 

3 

4 -

5....... ........

6 

1. ...... ....... .

8 9 - 

10. 

13 __ - 

14

15 -

16 

17 

18 

19 _ 

20 

21 

22 . _____

23 

24 

25. - - 

26

27 __ - 

>>s

29 

OA

31 

Oct.

413 

411 

404 

404 

404

401 

396 

394 

392 

392

390 

389 

386 

- 386 

386

385 

383 

380 

383

382

379 

420 

453

461 

470

472 

466 

520 

552 

504 

479

Nov.

457 

451 

446 

430 

420

413

497 

614 

567 

507

479 

466 

474 

497 

484

474 

486 

474 

514 

502

474 

453 

442 

440 

444

432 

416 

406 

403 

400

Dec.

396 

403 

406 

408 

398

394 

396 

400 

401 

401

398 

398 

398 

382 

367

376 

420 

570 

665 

775

835 

718 

665 

648 

614

598 

582 

567 

537 

522 

507

Jan.

507 

489 

481 

477 

477

486 

486 

489 

522 

567

966 

1,210 

1,030

895 

795

755 

718 

766 

815 

755

718 

682 

648 

630 

630

614

598 

582 

582 

567 

552

Feb.

507 

507 

522 

522 

537

522 

522 

537 

537 

552

552 

552 

552 

537 

522

522

507 

504 

507 

507

522

522 

537 

567 

698

1,300 

1,680 

1,750 

1,720

Month

April.. . ..............

May... .....................................

July . ___ ...

Mar.

1,480 

1,300 

1,160 

1,080 

1,210

1,450 

1,360 

1,240 

1,130 

1,060

1,010 

962 

940 

940 

962

962 

1,320 

1,800 

2,280

2,150

1,830 

1,610 

1,510 

1,750 

1,830

1,680 

1,580 

1,720 

1,720 

1,640 

1,580

Apr.

1,540 

1,580 

1,510 

1,480 

1,450

1,390 

1,330 

1,300 

1,270 

1,270

1,300 

\330 

1,420 

1,510 

1,580

1,580 

1,680 

1,750 

1,870 

1,790

1,680 

1,610 

1,540 

1,540 

1,580

1,640 

1,680 

1,790 

1,790 

1,790

Maximum

552 

614 

835 

1,210 

1,750 

2,280 

1,870 

2,070 

1,790 

1,300

648

2,280

May

1,790 

1,870 

1,870 

1,870 

1,950

1,990 

2,030 

2,030 

2,030 

2,070

2,030 

1,950 

1,990 

1,950 

1,830

1,720 

1,720 

1,750 

1,750 

1,870

1,870 

1,790 

1,720 

1,720 

1,680

1,610 

1,540 

1,510 

1,540 

1,610 

1,610

June

1,640 

1,610 

1,640 

1,640 

1,580

1,510 

1,450 

1,450 

1,480 

1,540

1,640 

1,680 

1,720 

1,750 

1,790

1,750 

1,640 

1,580 

1,510 

1,480

1,480 

1,480 

1,480 

1,450 

1,390

1,360 

1,330 

1,330 

1,300 

1,300

Minimum

379 

400 

367 

477 

504 

940 

1,270 

1,510 

1,300 

795

537

367

July

1,270 

1,240 

1,300 

1,270 

1,180

1,130 

1,100 

1,080 

1,060 

1,080

1,060 

1,030 

1,010 

1,010 

1,010

985 

962 

940 

918 

895

895 

875 

855 

855 

835

835 

815 

815 

815 

795 

795

Mean

421 

465 

501 

661 

684 

1,430 

1,550 

1,810 

1,530 

991 

734 

580

948

Aug.

800

775 

755 

755 

735 

735

735 

755 

755 

755 

755

775 

755 

735 

735 

718

718 

718 

700

700 

650

Sept.

630 

630 

630 

64S 

648

648 

630 

630 

598 

598

600 

590

582 

582 

582

567 

552 

537 

537 

552

537

537 

537 

537 

537

552 

552 

552

552 

537

Run-off in 

acre-feet

25,900 

27,700 

30,800 

40,600 

39,300 

87,900 

92,200 

111,000 

91,000 

60,900 

 45,100 

34,500

687,000
SUBFACE WATEB StJPPLY, 1932, PABT 12 C

SANDY RIVER BASIN 

SANDY BIVER HEAB MARMOT, OEEG.

59

LOCATION. Water-stage recorder in SE% sec. 24, T. 2 S., R. 5 E., three quartera 

of a mile southwest of Marmot, 2 miles above Sandy Eiver Dam of Portland 

General Electric Co., and 5 miles below mouth of Salmon Eiver.

DRAINAGE ABEA. 262 square miles.

RECORDS AVAILABLE. August 1911 to December 1915; July 1919 to September 

1932. Combined discharge of Sandy Eiver below dam and canal gives same 

results January 1916 to June 1919.

EXTREMES. Maximum discharge during year, 15,100 second-feet Mar. 18 (gage 

height, 12.0 feet); minimum, 210 second-feet Oct. 14, 15.

1911-32: Maximum discharge, about 29,200 second-feet Jan. 6, 1923 (gage 

height, 17.5 feet); minimum, that of Oct. 14, 15, 1931.

REMARKS. Records good except those for Oct. 1-21 and those estimated Oct. 

11, Jan. 31, l?eb. 2-5, which are fair. No diversions or regulation above 

station. Gage-height record furnished by Portland General Electric Co.

Discharge, in second-feet, 1931 82

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

9O

30 

31 

Oct.

240 

240 

228 

231 

454

380 

258 

225 

226 

220

218 

215 

212 

210 

210

212 

215 

215 

212 

222

218 

432 

744 

595 

565

842 

1,040 

1,740 

1,400 

940 

726

Nov.

610 

585 

550 

485 

454

449 

1,520 

1,960 

1,780 

1,780

1,400 

1,120 

1,120 

1,280 

1,200

1,280 

2,110 

1,960 

2,670

2,860

2,060 

1,520 

1,240 

1,040 

970

875 

768 

702 

648 

626

Dec.

595 

580 

590 

620 

600

580 

630 

610 

566

585

550 

508 

498 

472 

462

494 

1,780 

2,360 

2,260 

2,710

2,510 

1,960 

1,650 

1,520 

1,320

1,200 

1,160 

1,040 

970 

1,010 

1,200

Month

December

May __ 

July ... ... ... .... . .

Jan.

1,160 

1,040 

940 

1,160 

1,660

2,060 

1,780 

1,520 

3,360 

2,820

3,820 

3,860

2,710 

2,110 

1,780

1,560 

1,650 

3,150 

2,930 

2,360

1,960 

1,700 

1,480 

1,320 

1,240

1,160 

1,120 

1,010 

970 

908 

814

Maximum

1,740 

2,860 

2,710 

3,860 

5,200 

10,100 

3,050 

3,110 

1,990 

1,000 

452 

403

10,100

Feb.

720 

720 

720 

726 

726

726 

760 

738 

774 

875

875 

842 

792 

714 

684

648 

600 

595 

600 

636

780 

792 

842 

1,360 

2,260

4,920 

5,200 

4,380 

3,260

Mar.

2,710 

2,930 

2,310 

2,110 

3,230

4,780 

3,500 

2,930 

2,460 

2,110

1,830 

1,600 

1,520 

1,830 

1,960

2,210 

5,340 

10,100 

9,240 

5,530

3,780 

3,110 

2,760 

4,860 

4,370

3,240 

2,930 

4,370 

4,070 

3,370 

3,060

Minimum

210 

449 

462 

814 

595 

1,520 

1,660 

1,620 

780 

426 

353 

274

210

Apr.

3,050

2,870 

2,630 

2,360 

2,140

1,890 

1,760 

1,660 

1,660 

1,840

2,140 

2,460 

2,630 

2,810 

2,520

2,630 

3,060 

2,930

2,810 

'2,580

2,240 

2,040 

1,890 

1,940 

1,990

2,240 

2,760 

2,630 

2,580 

2,630

Mean

454 

1,250 

1,080 

1,840 

1,320 

3,550 

2,380 

2,390 

1,270 

637 

399 

308

1,410

May

3,110 

2,930 

2,580 

2,680 

2,520

2,360 

2,620 

2,580 

2,690 

2,990

2,810 

2,810 

2,690 

2,410 

2,140

2,090 

2,190 

2,240 

2,190 

2,410

2,240 

2,090 

2,520 

2,410 

1,990

1,800 

1,660 

1,620 

2,360 

2,460 

2,090

Perse 

ml

June

1,990 

1,890 

1,840 

1,760 

1,710

1,580 

1,500 

1,420 

1,460 

1,580

1,580 

1,540 

1,500 

1,420 

1,340

1,180 

1,070 

1,040 

1,000 

968

968 

1,000 

968 

935 

935

870 

810

780 

810 

780

luare

1.73 

4.77 

4.12 

7.02 

5.04 

13.5 

9.08 

9.12 

4.85 

2.43 

1.52 

1.18

5.38

July

810 

780 

1,000 

968 

810

780 

702 

684 

679 

726

657 

630 

640 

646 

603

60S 

613

569 

568 

568

669 

586 

547 

530 

569

552 

525 

520 

452 

434 

426

Aug.

430 

452 

448 

434 

444

430 

421 

416 

403 

403

416 

416 

408 

390 

394

416 

398 

390 

3S5 

369

365 

365 

365 

373 

381

369 

365 

366 

353 

430 

369

Sept.

353 

341 

329 

325 

337

333 

333 

329 

309 

313

317 

305 

302 

294 

305

293 

291 

277 

271 

403

321 

288 

294 

291 

284

274 

280 

280 

277

277

Run-off

Inches

1.99 

5.32 

4.75

8 fkQ

5.44 

15.56 

10.13 

10.51 

5.41 

2.80 

1.75 

1.32

73.07

Acre-feet

27,900 

74,400 

66,400 

113,000 

75,900 

218,000 

142,000 

147,000 

75,600 

39,200 

24,600 

18,300

1,020,000

174920-33 5
60 SURFACE WATER SUPPLY, 1932, PART 12 C 

SANDY RIVER BELOW BULL RUN RIVER, HEAR BULL RUN, OREG.

LOCATION. Water-stage recorder in NWJ4 sec. 30, T. 1 S., R. 5 E., 1 mile below

Bull Run River and 2 miles northwest of Bull Run. 

DRAINAGE AREA. 440 square miles. 

RECORDS AVAILABLE. April 1910 to September 1914 (three quarters of a mile

upstream from present site); October 1929 to September 1932. 

EXTREMES. Maximum discharge during year, 32,000 second-feet Mar. 18 (gage

height, 14.7 feet); minimum, 53 second-feet Oct. 4 (gage height, 0.53 foot). 

1910-14, 1929-32: Maximum discharge, 58,000 second-feet Mar. 31, 1931

(gage height, 20.6 feet); minimum, that of Oct. 4, 1931. 

REMARKS. Records excellent. No diversions for irrigation above station.

Flow regulated by Bull Run power plant of Portland General Electric Co.

Discharge, in second-feet, 19S1-8®

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 

Oct.

325 

288 

188 

129 

381

443 

283 

254 

281 

330

255 

290 

261 

262 

280

264 

275 

252 

313 

306

316 

639 

969 

1,070

748

1,880 

2,720 

5,020 

3,710 

2,400 

1,720

Nov.

1,030 

1,070 

916 

820

766

687 

3,070 

4,330 

3,780 

3,830

2,620 

2,090 

2,020 

2,510 

2,120

2,340 

4,070 

3,880 

5,560 

6,820

3,870 

2,500 

2,270 

1,860 

1,800

1,310 

1,380 

1,230 

1,000 

1,080

Dec.

1,010 

938 

1,000 

982 

1,100

920 

1, 140 

1,130 

1,090 

1,090

1,070 

968 

784 

1,070 

916

806 

2,540 

4,510 

4,110 

5,780

4,880 

3,510 

3,000 

2,850 

2,530

2,230 

2,040 

2,000 

1,580 

1,920 

2,300

Month

November. __________

March. _._.._. __ __ _ .__

April 

May

June ________________ July _ ... ... . ..

August __ __ . _____ 

September. __________ . _

The year ______ ... __

Jan.

2,470 

2,070 

1,890 

2,120 

3,010

4,100 

3,380 

2,720 

5,640 

5,020

7,260 

7,480 

4,560 

3,490 

2,850

2,500 

2,770 

6,610 

5,980 

4,580

3,570 

2,960 

2,640 

2,210 

2,190

1,830 

1,750 

1,600 

1,580 

1,480 

1,180

Maximum

5,020 

6,820 

5,780 

7,480 

9,370 

22,400 

5,390 

4,840 

2,960 

1,310 

690 

506

22,400

Feb.

1,260 

1,040 

1,170 

1,080 

1,150

1,280 

904 

1,310 

1,290 

1,520

1,490 

1,550 

1,480 

1,190 

1,350

1,*140 

1,050 

1,000 

1,040 

1,050

1,140 

1,420 

1,280 

1,720 

2,900

7,320 

9,370 

8,170 

5,780

Mar.

4,500 

4,840 

3,860 

3,350 

5,130

9,610 

6,190 

5,020 

4,010 

3,220

2,780 

2,340 

2,180 

2,620 

3,020

3,150 

9,380 

22,400 

18,500 

9,850

6,610 

5,200 

4,670 

8,150 

8,650

6,400 

5,200 

8,650 

7,940 

6,400 

5,390

Minimum

129

687 

784 

1,180 

904 

2,180 

2,620 

2,340 

942 

326 

368 

295

129

Apr.

5,020 

4,840 

4,500 

4,010 

3,710

3,080 

3,150 

2,900 

2,620 

2,960

3,490 

3,860 

4,010 

4,330 

4,170

4,010 

5,200 

5,390 

5,020 

4,670

3,860 

3,490 

3,150 

3,150 

3,280

3,710 

4,330 

4,170 

4,170 

4,010

Mean

866 

2,420 

1,990 

3,340 

2,190 

6,430 

3,940 

3,500 

1,720 

763 

507 

403

2,340

May

4,840 

4,670 

4,010 

3,860 

3,860

3,660 

3,710 

3,640 

.3,860 

4,500

4,010 

3,860 

3,860 

3,420 

2,960

2,960 

2,960 

3,080 

3,020 

3,560

3,280 

3,150 

3,860 

3,640 

2,900

2,560 

2,500 

2,340 

3,280 

3,710 

3,080

June

2,960 

2,780 

2,620 

2,500 

2,450

2,400 

2,080 

1,980 

1,880 

2,130

2,080 

2,080 

2,180 

1,880 

1,780

1,600 

1,420 

1,260 

1,260 

1,420

1,320 

1,300 

1,030 

1,080 

1,040

984 

1,110 

1,040 

990 

942

Per 

square 

mile

1.97 

5.50 

4.52 

7.59 

4.98 

14.6 

8.95 

7.95 

3.91 

1.73 

1.15 

.916

5.32

July

809 

932 

1,130 

1,310 

889

1,040 

743

838 

801 

756

860 

786 

780 

742

771

863 

841 

858 

712 

582

621 

642 

660

547 

812

607 

546 

603 

651 

594 

326

Aug.

628 

514 

546 

543 

520

690 

368 

526 

554 

522

559 

504 

582 

434 

560

534 

501 

564 

576 

404

394

468 

466 

452 

456

427 

552 

430

442 

522 

480

Sept.

4S8 

506 

442 

359 

392

420 

446 

426 

443 

444

374 

432 

375 

378 

390

410 

416 

356 

378

496

444 

401 

374 

468 

295

408 

327 

308 

382

371

Run-off

Inches

2.27 

6.14 

5.21 

8.75 

5.37 

16.83 

9.99 

9.16 

4.36 

1.99 

1.33 

1.02

72.42

Acre-feet

53,200 

144,000 

122,000 

205,000 

126,000 

395,000 

234,000 

215,000 

102,000 

46,900 

31,200 

24,000

1,700,000
SANDY BIVEB BASIN 

LITTLE ZIGZAG RXVBB AT TWIN BRIDGES, NEAR RHODODENDRON, OREG.

61

LOCATION. Water-stage recorder probably in sec. 15 of unsurveyed T. 3 S.,

R. 8 E., 500 feet above upper of Twin Bridges on Mount Hood Loop highway

and §>% miles east of Rhododendron. 

DRAINAGE ABBA. 3.7 square miles. 

RECORDS AVAILABLE. March 1926 to September 1932. 

EXTREMES. Maximum discharge during year, 76 second-feet Mar. 18 (gage

height, 2.01 feet); minimum, 15 second-feet Feb. 1-13, 16-18.

1926-32: Maximum discharge (estimated), 250 second-feet Mar. 31, 1931

(gage height, about 3.5 feet); minimum, that of Feb. 1-13, 16-18, 1932. 

REMARKS. Records good. No diversions or regulation above station.

Discharge, in second-feet, 1981-8%

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.... ...........

Oct.

20 

20 

20 

21

22

21 

21 

20 

20 

20

20 

19 

19

18 

17

17 

17 

17 

17 

17

17 

20 

20 

19 

19

19 

22 

26 

20 

20 

21

Nov.

20

18 

18 

18 

18 

18

Dec.

18 

18 

18 

18 

18

18 

18 

18 

18 

18

18 

18 

18 

18 

18

19

22 

22 

21 

23

22 

21 

21 

21 

20

20 

20 

20 

20 

20 

20

Month

November.... __________

January ______________

March. ______________

April. 

July . 

August _____________ ....

Jan.

19 

18 

18 

20 

20

20 

19 

19 

24 

21

28 

23 

21 

21 

20

20 

21 

25 

21 

20

19 

19 

17 

17 

17

16 

16 

16 

16 

16 

16

Maximum

26

23 

28 

24 

68 

35 

42 

30 

23 

23 

21

68

Feb.

15 

15 

15 

15 

15

15 

15 

15 

15 

15

15 

15 

15 

16 

16

15 

15 

15 

16 

16

16 

16 

16 

18 

19

24 

24 

22

21

Mar.

20 

20 

20 

20 

24

27 

23 

21 

21 

20

19 

19 

18 

19 

19

20 

41 

68 

41 

31

28 

26 

26 

35 

30

28 

29 

34 

32 

31 

31

Minimum

17

18 

16 

15 

18 

29 

32 

22 

21 

19 

16

15

Apr.

31 

31 

30 

30 

30

30 

29 

29 

29 

31

31 

31 

32 

32 

31

31 

34 

33 

33 

32

30 

30 

29 29- 

30

33 

33 

33 

34 

35

Mean

19.5 

19.7 

19.4 

19.5 

16.6 

27.1 

31.2 

36.8 

25.4 

22.4 

20.7 

17.3

23.0

May

38 

35 

33 

35 

35

34 

36 

38 

39 

40

38 

39 

39 

38 

36

36 

36 

36 

38 

39

38 

39 

42 

39 

36

34 

34 

34 

40 

36 

32

P

squ 

m

June

30

28 

28 

27 

27

26 

26 

26 

27 

27

27 

27 

27 

27 

27

27 

26 

26 

26

25

24 

23 

23 

23 

23

22 

22

22 

22 

22

3t

are

ile

5.27 

5.32 

5.24 

5.27 

4.49 

7.32 

8.43 

9.95 

6.86 

6.05 

5.59 

4.68

6.22

July

22 

22 

23 

23

23

23 

23 

23 

23 

23

23

22 

22 

22 

22

22 

22 

21 

21

22

21

22 

22 

22 

22

22 

23 

23 

23 

23 

23

Aug.

23

23 

23 

23 

22

22 

22 

22 

22 

21

21 

21 

20 

20 

20

20 

19 

19 

19 

19

19 

19 

19 

20 

20

20 

20 

20 

21 

21 

21

Ban-on'

Inches

6.08 

5.94 

6.04 

6.08 

4.84 

8.44 

9.40 

11.47 

7.65 

6.98 

6.44 

5.22

84.58

Sept.

21 

20 

20 

20 

19

19 

19 

19 

IS 

IS

18 

IS 

18 

17 

16

16 

16 

16 

16 

16

16 

16 

16 

16 

16

16 

16 

16 

16 

16

Acre-feet

1,200 

1,170 

1,100 

1,200 

955 

1,670 

1,860 

2,260 

1,510 

1,380 

1,270 

1,030

16,700
62 SURFACE WATER SUPPLY, 1932, PART 12 C 

STILL CREEK HEAB GOYERHMEHT CAMP, OfilG.

LOCATION. Staff gage in NW}£ sec. 25, T. 3 S., R. 8H E., 100 yards below mouth

of Mineral Creek and 2 miles southeast of Government Camp. 

DKAINAGE AKEA. 2.8 square miles. 

RECORDS AVAILABLE. May 1910 to May 1912; May 1926 to September 1932

(discontinued). 

EXTREMES. Maximum discharge during year, 104 second-feet Mar. 18 (gage

height, 1.40 feet); minimum, 9 second-feet Feb. 22, Mar. 11.

1910-12, 1926-32: Maximum discharge, that of Mar. 18, 1932; minimum,

5.0 second-feet Nov. 12,1911. 

REMARKS. Records fair. Mean monthly discharge April to September is mean

discharge for days gage was read. No diversions or regulation above station.

Discharge, in second-feet, 1931-8®

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 

Oct.

«10

10 

10 

10

10 

10 

10 

10 

10

10 

12 

12 

11 

2

11 

16 

45 

12 

12 

11

Nov.

11 

11 

11 

10 

10

10 

16 

12 

12 

12

12 

12 

12

12 

11

11

11 

12 

12 

12

11 

14 

14 

14 

12

12 

12 

12 

12 

12

Dec.

12 

12 

12 

12 

12

12 

12 

12 

12 

12

12 

12 

12 

11 

11

11

17 

17 

12 

17

12 

11 

11 

12 

11

11 

11 

11 

12 

12 

12

Month

April. 

May - __ _ _ - ........

July-. 

August _ ..-. - --.-. 

Jan.

12 

11 "10 

 12 

14

«12 

11 

 12 

20 

 16

56 

»28 

14 

"13 

12

12 

"13 

14 

"13 

12

-12 

11 "11 

 11 

11

 11 

11 

 10 

10 

 10 

-10

Maximum

45 

16 

17 

56 

27 

104

33 

21 

17 

14

104

Feb.

10 10 

10 -10

 11

«10 

 10 

10

 10

10 

-10

9 

-10 

11 

«16

27 

20 

 15 

10

Mar.

«10 

11 -10 

12 

25

«26 

11 

-10 

10 

"10

9 

 10 

«10 

10 

"10

10 

23 

104 

38 

 31

24

a 22

20 

 21 

22

 23 

«23 

24 

«22 

21 

 22

Minimum

10 

11 

10 

9 

9

17

* 13 

12

9

Apr.

22

20

19

18

22

24

24

24

21

19

28

31

33

Mean

11.7 

11.9 

12.2 

14.0 

11.3 

20.5 

23.5 

37.3 

26.8 

18.9 

14.9 

12.5

18.0

May

26

33

39

44

44

42

42

37

37 

33

46

31

33

35

Per 39

mi

June

33

33

31

33

33

27

25

24

24

22

21

21

21

uare

4.18 

4.25 

4.36 

5.00 

4.04 

7.32 

8.39 

13.3 

9.57 

6.75 

5.32 

4.48

6.43

July

19

21

21

20

19

20

19

19 

19

18

18

17

18

17

Aug.

17

16

16

16

16

16

15

14

14

14

13

13

15

14

Sept.

13 

13

13

13

13

12

12

12

-~s

12

12

12

12 

""!§

Run-off

Inches

4.82 

4.74 

5.03 

5.76 

4.36 

8.44 

9.36 

15.33 

10.68 

7.78 

6.13 

4.98

87.41

Acre-feet

719 

70S 

750 

861 

650 

1,260 

1,400 

2,290 

1,690 

1,160 

916 

744

13.000

> Estimated.
SANDY RIVER BASIN

SAIMON KI7EB HEAR aOVEElTMENT CAMP, ORWJ.

63

LOCATION. Water-stage recorder in sec. 31, T. 3 S., R. 9 E., near lower end of 

Red Top Meadows, 4 miles southeast of Government Camp.

DRAINAGE AREA. 8.0 square miles.

RECORDS AVAILABLE. May 1910 to May 1912; April 1926 to September 1932.

EXTREMES. Maximum discharge during year, 259 second-feet Mar. 18 (gage 

height, 3.39 feet); minimum, 13 second-feet Oct. 11,14-20.

1910-12, 1926-32: Maximum discharge, 424 second-feet Mar. 31, 1931 (gage 

height, 3.55 feet); minimum, 12 second-feet Nov. 21,1929, Oct. 19,1930.

REMARKS. Records fair. No diversions or regulation above station.

Discharge, in second-feet, 1931-32

Day

1 ............

2. ...........

8.... ...... .^_.

4...............

5 ___ ...... ...

6- .-.........

7...............

8...............

9 _ ............

10 ............

11... ............

12.. __ ... ......

13..... ......

14...............

15. ...........

16-...-..-.......

17 i .......

18. .. 

19............ ...

20. ..

21...............

22 _ ............

23 _ ......... ...

24 __ ...........

25 .... ......

26 _ ............

27 ...........

28

29...............

30

31.......... _ ..

Oct.

15 

16 

16 

19 

19

"18 

"18 

17 

17 

15

13 

14 

14 

13

"13

«22

29 

52 

26 24 

21

Nov.

22 

20 

20 

20 

20

23 

34 

29 

27 

26

25 

25 

27 

25 

24

23 

24 

24 

28 

27

22 

22 

20 

20 

20

19 

19 

10 

18 

18

Dec.

18 

18 

18 

17 

16

16 

16 

16 

16 

16

16 

16 

16 

16 

16

17 

32 

29 

2ft 

29

28 

24 

23 

22 

21

20 

20 

20 

19 

19 

19

Jan.

19 

19 

18 

24 

27

26 

22 

23 

39 

32

57 

40 

36 

34 

31

29 

28 

34 

32 

31

31 

29 

28 

28 

28

28 

23 

21 

20 

20 »20

Month Maximum

November. .......................

March _______________

April....... .......................

July... ..................

August ______________

The year .

52 

34 

32 

57 

36 

194 

88 

111

69 

34 

26

194

Feb.

«20 

20 

20 

19 

19

19 

19 

19 

19 

19

18 

16 

15 

15

14

16 

17 

16 

17 

18

18 

18 

18 

20 

24

36 

36 

34 

24

Mar.

20 

20 

20 

23 

38

40

31 

22

21

. «20

*54 

194 

160 

89

67 

56 

53

78 

67

56 

54 

70 

63 

60 

63

Minimum

13 

18 

16 

18 

14

47

57 

35 

26 

22

13

Apr.

67 

66 

61 

56 

54

53 

53 

49 

54 

60

66 

67 

70 

73 

68

68 

67 

64 

61 

56

50 

48 

47 

50 

60

70

76 

82 

79

88

Mean

18.9 

23.0 

19.8 

28.3 

20.1 

50.3 

62.8 

95.8 

89.4 

47.7 

29.8 

23.3

42.5

May

100 

84 

79 

93

88

93 

102 

102 

107 

111

104 

106 

104 

96

86

88 

93 

91 

93 

96

84

> "97

Perst 

mi

June

"113

106 

104 

M

82 

78 

72 

72 

72

74 

72 

69 

67 

64

62 

62 

60 

59 

57

juare

2.36 

2.88 

2.48 

3.54 

2.51 

6.29 

7.85 

12.0 

11.2 

5.96 

3.72 

2.91

5.31

1

Joly

56 

54 

69 

62 

56

53 

52 

52

52 

52

50 

49 

49 

49 

48

48 

46 

46 

46 

45

45 

44 

44 

44 

43

41 

38 

37 

37 

36 

35

Aug.

34 

34 

34 

33 

32

32 

32 

32 

32 

32

31 

30 

29 

29 

29

29 

29 

29 

29

28

28 

29

28 

28 

28

27 

27 

26 

29 

30 

26

Sept.

26 

25 

24 

24 

25

24 

24 

24 

23 

23

23 

23 

23

, «23

22 

22 

22 

22

Run-off

Inches

2.72 

3.21 

2.86 

408 

2.71 

7.25 

8.76 

13.83 

12.50 

6.87 

4.29 

3.25

72.33

Acre-feet

1,100 

1,370 

1,220 

1,740 1,160* 

3,090 

3,740 

5,890 

5,320 

2,930 

1,830 

1,390

30,800

 Estimated.
64 SURFACE WATER SUPPLY, 1932, PART 12 C 

SALMON BIVER BELOW LINNET GREEK, OREG.

LOCATION. Water-stage recorder 200 feet below Linney Creek, 9 miles southeast of Welches, and 11 miles downstream from gaging station on Salmon 

River near Government Camp.

DRAINAGE AREA. 54 square miles.

RECORDS AVAILABLE. October 1927 to September 1932.

EXTREMES. Maximum discharge during year, 1,820 second-feet Mar. 18 (gage

height, 3.54 feet); minimum, 46 second-feet Oct. 14, 15 (gage height, 0.25 foot).

1927-32: Maximum discharge, 5,080 second-feet Mar. 31, 1931 (gage height,

5.81 feet); minimum, 44 second-feet Nov. 21, 1929 (gage height, 0.27 foot).

REMARKS. Records good. No diversions or regulation above station.

Discharge, in second-feet, 19S1-82

Day

1 __

2

3 

4. ...........

5 ......... ...

6

7_ .

8 

9 

10.. .......

11 

12 

13. - 

14 _ 

15 

16 

17 

18 

10 

20 

21

22 

23. 

24 . 

25 

26 

27 

28 .

29 

30. .

31 

Oct.

57 

54 

53 

54 

78

61 

53 

50 

50 

49

49 

50

49 

48 

48

.48 

49 

49 

48 

48

50 

96 

112

87 

84

92

m

202 

124 

93

79

Nov.

73 

70 

66 

64 

64

63 

113 

135

117 

112

100 

93 

100 

106

96

100 

113 

105 

179 

213

141 

120 

113 

105 

103

96 

9»

87 

87 

87

Dec.

85 

84 

82 

82 

79

79 

79 

78 

73 

80

78 

74 

74 

64 

68

79 

148 

173 

156 

200

205 

168 

154 

150 

139

133 

131 

126 

120 

115 

115

Jan.

112 

105 

103 

120 

150

178 

152 

139 

311

275

398 

530 

383 

308

259.

235 

210 

235 

229 

202

181 

166 

154 

148 

148

137 

135 

131 

129 

128 

119

Month Maximum

April 

May .... ....... ...

July .... .... .........

202 

213 

205 

530 

398 

1,480 

684 

757 

410 

186 

103 

84

1,480

Feb.

110 

117 

117 

113 

110

108 

106 

105 

103 

101

101 

101 

100 

95 

95

95 

92 

92 

92 

92

93 

92 

92 

112 

146

325 

394 

398 

353

Mar.

294 

272 

238 

227 

372

590 

414 

357 

308

275

244 

221 

210 

218 

235

253 

560 

1,260 

1,480 

939

678 

560 

489 

660 

610

502 

455 

530 

516 

498 

493

Minimum

48 

63 

64 

103 

92 

210 

339 

391 

166 

96 

78 

59

48

Apr.

498 

489 

463 

438 

414

375 

353 

339

357 

398

450 

516 

570 

610 

595

615 

642 

605

580 

521

463

422 

391 

410 

450

530 

615- 

636 

654

684

Mean

70.5 

104 

112 

200 

140 

483 

603 

580 

270 

130 

87.7 

67.2

229

May

757 

690 

636 

654 

625

636 

666 

666 

696 

732

696 

696 

672 

615 

565

550 

550 

540 

530 

570

535 

507

555 

502 

442

414 

391 

391 

565 

493 

430

Perse 

mi

June

410 

394 

379 

364 

364

335 

314 

304 

304 

311

311 

304 

297

284 

278

259 

250 

241 

229 

224

221 

216 

210 

202 

194

186 

181 

178 

176 

166

[uare

1.31 

1.93 

2.07 

3.70 

2.59 

8.94 

9.31 

10.7 

5.00 

2.41 

1.62 

1.24

4.24

July

164 

161 

183 

186 

161

154 

148 

141 

139 

144

141 

135 

131 

135 

131

126 

124 

122 

120 

117

113 

113 

112 

110 

108

105 

103 

101 

100 

98 

96

Aug.

95 

95 

95 

93 

92

92 

90 

90 

92 

93

93 

95 

92

88 

88

87 

87 

85 

85 

84

82 

82 

80 

79

78

"79 

78 

78 

84 

103 

85

Sept.

79

76 

73 

72 

72

72 

72 

70 

68 

67

67 

67 

68 

66 

66

66 

66 

64 

66

84

68 

64 

64 

63 

61

60 

60 

59 

5859

Run-off

Inches

1.51 

2.15 

2.39 

4.27 

2.79 

10.31 

10.39 

12.34 

5.58 

2.78 

1.87 

1.38

57.76

Acre-feet

4,330 

6,190 

6,890 

12,300 

8,050 

29,700 

29,900 

35,700 

16,100 

7,990 

5,390 

4,000

167,000
SANDY RIVER BASIN

SALMON RIVER AT WELCHES, ORBG.

65

LOCATION. Staff gage in S^ sec. 9, T. 3 S., R. 7 E., just below Sheeny Creek 

and three quarters of a mile southeast of Welches.

DRAINAGE AREA. 100 square miles.

RECORDS AVAILABLE. August 1913 to September 1914; July 1920 to September 

1921; April 1925 to September 1932.

EXTREMES. Maximum discharge during year, 5,330 second-feet Mar. 18 (gage 

height, 6.1 feet); minimum, 69 second-feet Oct. 4, 13-21 (gage height, 0.28 

foot).

1913-14,1920-21, 1925-32: Maximum discharge (estimated), 13,000 secondfeet Mar. 31, 1931 (gage height, 9.80 feet); minimum, 65 second-feet Dec; 

3-6, 1929, Aug. 31 to Sept. 3, 1931.

REMARKS. Records good. No diversion or regulation above station.

Discharge, in second-feet, 1981--82

Day

I...... .........

2. ..............

3. . 

4 ...............

5 _ .. ..........

6...............

7....... __ ...

8...............

«... .... . __ ..

10 ...............

11.. ........

12...............

13...............

14...............

15...............

16...............

17....-.-.-.-....

18. __ . .........

19 

20 . 

21 __ .. __ . ...

22

2?

24.. ......

25 __ . .........

26 . 

27. 

28

29 

30 

31 __ ..........

Oct.

72 

76 

72 

69 

178

105 

86 

76 

76 

72

72 

72 

69 

69 

69

69 

69 

69 

69 

69

69 

168 

370 

173 

148

241 

325 

520 

370 

224 

166

Nov.

148 

135 

126 

122 

126

122 

570 

730 

470 

495

325 

280 

280 

326 

260

280 

645 

620 

1,490 

910

570 

370 

326 

241 

241

224 

192 

178 

163 

166

Dec.

158 

158 

166 

168 

163

158 

166 

178 

178 

166

148 

142 

139 

117 

113

139 

860 

790 

670 

850

760 

520 

446 

470 

370

326 

326 

302 

280 

280 

302

Month

March .. . 

April. ____ . ____ __ ..

May . .

July................. ..........

September ___ .... _____

rpf«A VAAP

Jan.

302 

280 

241 

260 

420

445 

470 

420 

1,770 

850

2,400 

1,250 

860 

670 

545

470 

695 

850 

760 

695

495 

420 

370 

325 

326

302 

280 

260 

241 

241 

224

Maximum

520 

1,490 

850 

2,400 

2,070 

4,690 

1,240 

1,240 

710 

281 

131 

116

4,690

Feb.

224 

207 

192 

192 

207

192 

192 

192 

192 

207

224 

207

178 

178 

178

178 

166 

153 

166 

178

224 

241 

241 

646 

860

2,070 

1,580 

1,330 

970

Mar.

790 

970 

670 

570 

970

1,770 

1,110 

910 

760 

620

645 

470 

470 

570 

595

645 

1,970 

4,690 

4,240 

2,070

1,400 

1,400 

1,490 

2,070 

1,580

1,240 

1,490 

1,400 

1,320 

1,090 

1,090

Minimum

69 

122 

113 

224 

153 

470 

568 

622 

261 

131 

102 

84

69

Apr.

1,090 

1,020 

955 

830 

830

710 

650 

622 

650 

710

830 

956 

1,020 

1,090 

1,090

1,020 

1,240 

1,090 

1,020 

955

830 

770 

622 

568 

710

830 

1,020 

1,020 

1,020 

1,020

Mean

140 

371 

322 

578 

409 

1,320 

893 

920 

446 

189 

119 

93.8

484

May

1,240 

1,090 

1,020 

1,020 

1,020

955 

955 

955 

1,020 

1,090

1,090 

1,090 

1,090 

965 

890

830 

830 

770 

830 

890

830 

830 

955 

955 

740

680 

622 

622 

1,020 

890 

740

Perse 

mi

June

710 

650 

622 

622 

622

568 

540 

514 

514 

540

540 

640 

487 

487 

462

462 

413 

366 

366 

344

344 

344

009 O£a

322 

301

281 

281 

261 

261 

261

juare

1.40 

3.71 

3.22 

5.78 

4.09 

13.2 

8.93 

9.20 

4.45 

1.89 

1.19 

.938

4.84

July

242 

242 

281 

281 

242

224 

221 

210 

204 

210

204 

197 

190

217 

190

184 

174 

174 

174 

166

169 

169 

169 

153 

163

163 

145 

142 

137 

137 

131

Aug.

131 

131 

131 

126 

126

118 

116 

116 

126 

131

131 

131 

126 

118 

118

118 

116 

111 

111 

106

106 

106 

106 

106 

102

102 

102 

102 

102 

165 

142

Sept.

116 

111 

106 

106 

106

102 

102 

97 

97 

93

93 

93 

93 

'8893

88 

88 

88 

88

84

96 

93 

93 

88 

88

88 

84 

84 

84 

84

Ban-off

Inches

1.61 

4.14 

3.71 

6.66 

4.41 

15.22 

9.96 

10.61 

4.96 

2.18 

1.37 

1.06

65.88

Acre-feet

8,610 

22,100 

19,800 

85,500 

23,500 

81,200 

63,100 

56,600 

26,500 

11,600 

7,320 

5,680

351,000
66 STTKFACE WATER SUPPLY, 1932, PART 12 C

BULL BUlf EESEEVOIB HEAR BTOt EUBT, OEEG.

LOCATION. Water-stage recorder in SWK sec. 16, T. 1 S., R. 6 E., at Bear 

Creek Dam of city of Portland, 8^ miles .northeast of Bull Run. Gage 

readings are elevations above mean sea level.

RBCOEDS AVAILABLE. October 1928 to September 1932.

EXTEEMES. Maximum contents during year, 30,320 acre-feet Mar. 18 (gage 

height, 1,044.42 feet); minimum, 20,530 acre-feet Oct. 4 (gage height, 1,018.07 

feet).

1928-32: Maximum contents, 31,600 acre-feet Mar. 31, 1931 (gage height, 

1,047.40 feet); minimum, that of Oct. 4, 1931.

REMABKS. Records excellent. Bear Creek Dam on Bull Run River was completed in March 1929 and stores water in Bull Run Reservoir for water supply 

of city of Portland. Capacity of reservoir at crest of spillway at gage height 

1,036 feet. is 26,930 acre-feet; at center line of outlet valves at gage height 890 

feet is 213 acre-feet, which is dead storage. Gage-height record furnished by 

Portland Water Bureau.

Monthly stage and contents, 1981-82

Date

Sept. 30 ............

Oct. 31 ..........

Nov. 30............

Dec. 31... __ ... ...

Jan. 31 .............

Feb. 29. .......

Mar. 31. ........

Apr. 30. .....

\JTttgl3

height 

(feet)

1, 018. 72

1, 037. 30

1, 036. 70

1, 037. 18

1 036 80

1,038.46

1,038.34

1,037.76

Contents 

(acre-feet)

20,780

27,440

27,200

27,390

27,240

97 QQft

27,84t>

27,620

Change

in eonteats 

during 

month

(acre-feet)

+6,690 -240

4-IQfl

-150

+650 -50

-220

Date

May 31 _ ..... _ -

July 31 _______

Aug. 31.. ..........

Sept. 30. ........

,_

\Jrdg6

height 

(feet)

1,037.64

1,036.61

1,034.54

1,030.96

1,025.60

Contents 

(acre-feet)

27,570

27, 170

26,380 OK ntn

23,0%

Change

in contents 

during 

month

(acre-feet)

-50

-400

-790

-1,340 -i,9eo>

+2,330
SANDY BIVEB BASIN 67

BULl BUN RIVER BELOW BUU BDH EBS1RVOIR, ORIG.

LOCATION. Water-stage recorder in SE^ sec. 17, T. 1 S., R. 6 E., half a mile 

below Bull Run Reservoir and 8 miles northeast of Bull Run.

DRAINAGE ABBA. 77 square miles.

RECORDS AVAII^BLE. October 1929 to September 1932.

EXTREMES. Maximum discharge during year, 9,870 second-feet Mar. 18 (gage 

height, 7.77 feet); minimum, (estimated), 35 second-feet Oct. 24, 25 (gage 

height not determined).

1929-32: Maximum discharge, 15,700 second-feet Mar. 31, 1931 (gage 

height, 10.85 feet); minimum, 5 second-feet (estimated) Oct. 10, 11, 1930.

KBMABKS. Records good. Discharge estimated Oct. 23-25, July 27-31. No 

diversions above station. Flow regulated by storage in Bull Run Lake and 

Bull Run Reservoir. Gage-height record furnished by Portland Water Bureau.

Discharge, in second-feet, 1981-&2

Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept.

6.. 

7

8..

9_.

10..

1L. 

12..

..

14..

15..

16..

17..

18..

19.. 

30..

31..

32.. 

23-. 

34.. 

36.-

26..

27..

38..

39.. 

30.. 

SU88

77

60

35

35

844

1,540

3,010

1,700

878

606

466 

409 

3*7 

286 

250

247

1,200

1,640

1,430

1,430

850

646

714

968

762

762

1,330

1,280

1,190

774

608

601

461

401

344

308

280

271

244

229

268

283

274

262

330

344

306

306

274

253

260

217

205

214

870

1,640

1,480

2,000

1,480

984

774

860

704

634

481

421

433

666

606

517

449

506

780

1,270

906

714

1,860

1,430

3,100

2,410

1,280

871

666

570

619

2,650

2,070

1,330

913

704

579

601

467

417

401

362

337

316

280

250

241

232

226

232

260

330

340

348

306

265

241

223

208

195

190

206

312

323

306

385

692

2,320

3,250

2,700

1,640

1,190

1,250

892

762

2,020

3,430

1,700

1,190

871

579

509

466

606

794

926

4,080

7,660

4,960

2,410

1,430

1,030

992

2,660

2,480

1,640 

1,430 

2,700 

2,270 

1,760 

1,380-

1,220

1,130

1,160

962

864

744

714

676

660

692

780

886

928

1,110

976

952

1,540

1,700

1,590

1,380

1,060

850

750

760

760

864

1,040

968

885

885

1,060

1,040

850

829

744

732

726

787

829

815

774

698

610

602

630

660

636

762

732

714

913

850

670

574

521

517

676

843

709

630

620

692

543

517

493

441

409

421

457

473

465

453

425

397

326

286

274

244

229

211

198

188

182

176

166

159

155

256

241

195

168

155

145

141

147

149

147

139

151

178

211

214

180

135

110

100

102

109

116

116

112

112

112

112

114

112

116

114

114

112

112

110

112

112

112

112

112

112

110

110

110

102

102

102

102

102

102

102

102

102

102

100

107

107

107

107

109

109

109

109

107

107

107

107

107

107

107

107

107

107

107

107

107

105

100

83

88

88

88

88

91

Month

Observed

Discharge hi second-feet

Maxi- Minlmum Mean

Run-oS

in 

acre-feet

Change in contests, 

Bull Run Reservoir, in 

acre-feet

Corrected for storage

Run-ofl

in 

acre-feet

Discharge in 

second-feet

Per

square

mile

Run-off

in 

inches

October......

November..,. 

December. ...

January ......

February.....

March........

Jane 

July.......

August.. 

September.

The year.

3,010

2,480

2,000

3,100

3,250

7,660

1,700

1,060

630

266

116

109

7,660

247

205

280

190

466

660

517

166

100

100

340

826

582

964

586

1,880

982

749

367

148

108

102

20,900

49,200

69,300

33,700

113,000

68,400

46,100

21,800

9,100

6,640

6.070

460,010

+6,690

-240 

+190

-150 

+650

-60

-220

-50

-400

-790

-1,340

-1,960

+2,330

27,600

49,090

36,000

59,200

34,400

113,000

58,200

46,000

21,400

8,310

5,300

4,110

462,620

449

823

585

963

598

1,830

978

748

360

136

86.2

69.1

637

6.83

10.7

7.60

12.5

7.77

23.8

12.7

9.71

4.68

1.75

1.12

.90

8.27

6.72

11.94

8.76

14,41

8.88

27.44

14.17

11.20

5.22

2.02

1.29

1.00

112.55
68 SURFACE WATER SUPPLY, 1932, PART 12 C

BULL BUN RIVER HEAR BULL RUN, OREG.

LOCATION. Water-stage recorder in SE^ sec. 25, T. 1 S., R. 5 E., \% miles above 

intake of Portland water-supply pipeline and 5 miles east of Bull Run.

DBAINAGE ABEA. 102 square miles.

RECORDS AVAILABLE. January 1895 to September 1932.

EXTBEMES. Maximum discharge during year, 12,300 second-feet Mar. 18 (gage 

height, 10.2 feet); minimum, 83 second-feet Oct. 15 (gage height, 0.84 foot)j 

1895-1932: Maximum discharge, 20,600 second-feet Mar. 31, 1931 (gage 

height, 13.8 feet) ; minimum, 63 second-feet Aug. 13-16, 1926.

REMABKS. Records excellent except those above 1,500 second-feet, which are 

fair. Discharge interpolated Jan. 31 to Feb. 3, Aug. 21-25. No diversions 

above station. Flow regulated by storage in Bull Run Lake and Bull Run 

Reservoir. Gage-height record furnished by Portland Water Bureau.

Discharge, in second-feet, 1981-32

Day

10.

11.

12.

13.

14.

15.

16-

17-

18-

19-

20-

24-

25-

27.

30.

31.

Oct.

94 

94 

94 "96 

150

116

105

99

91

91

91

86

171

211

195

224

1,060

1,820

3,130

1,920

1,080

748

Nov.

580

525

425

357

295

1,420

2,020

1,870

1,870

1,230

890

950

1,270

1,040

1,040

1,870

1,820

2,690

3,020

1,570

1,040

802

660

605

534

450

396

361

335

Dec.

295

284

327

342

335

320

416

446

396

396

365

327

324

277

264

267

1,020

1,970

1,870

2,470

1,970

1,310

1,040

1,120

920

775

695

630

548

Jan.

860

720

615

670

1,010

1,570

1,190

950

2,130

1,820

2,980

2,780

1,570

1,080

860

720

790

2,840

2,470

1,770

1,230

950

775

670

605

543

525

516

420

Feb.

395

365

340

313

302

309

335

357

388

467

484

512

454

396

361

335

306

295

288

306

446

458

437 '552

914

2,670

3,610

3,180

2,120

Mar.

1,620

1,720

1,270

1,080

2,250

3,830

2,220

1,570

1,150

920

775

665

615

795

1,010

1,140

4,230

9,070

6,020

3,260

1,990

1,470

1,380

3,460

3,260

2,200

1,890

3,480

2,960

2,370

1,840

Apr.

1,600

1,520

1,520

1,300

1,140

1,000

970

910

880

910

1.000

1,140

1,220

1,420

1,340

1,220

1,960

2,150

2,040

1,740

1,340

1,100

970

970

970

1,070

1,300

1,180

1,070

1,070

May

1,300

1,300

1,070

1,040

1,040

940

940

910

970

1,100

1,040

1,000

970

850

760

735

760

790

790

940

910

910

1,140

1,070

850

735

660

635

850

1,100

910

June

790

790

760

685

660

635

570

535

530

560

575

560

545

515

480

440

400

370

351

324

315

302

284

262

246

234

222

215

203

July

196

162

306

320

250

222

203

192

185

192

196

189

185

200

226

250

250

222

172

146

135

135

138

144

144

144

141

141

141

146

146

Aug.

126

124

124

127

127

129

129

Sept.

127

124

124

127

127

129

129

129

127

127

127 

12? 

127 

127

127

127

127

127

127

135

129

124

107

110

110

105

106

106

107

110

Month

October_____ 

NovemberDecember 

January_._ 

February 

March 

April.. 

May. 

June 

July ._- 

August 

September. .

The yearObserved

Discharge in secondfeet

Maximum

3,130

3,020

2,470

2,980

3,610

9,070

2,150

1,300

790

320

146

135

9,070

Minimum

295

264

420

288

615

880

635

203

135

124

105

Mean

405

1,070

748

1,180

748

2,310

1,270

936

457

189

136

122

798

Run-off 

in acrefeet

63,700

46,000

72,600

43,000

142,000

75,600

57,600

27,200

11,600

8,360

7,260

580,000

Change in contents. 

Bull 

Bun Reservoir, in 

acre-feet

+6,690

-240 

+190

-150 

+650 -60

-220

-50

-400

-790

-1,340

-1,960

+2,330

Corrected for storage

Run-off in acrefeet

31,600

63,500

46,200

72,400

43,600

142,000

75,400

57,600

26,800

10,800

7,020

5,300

582,000

Discharge in 

second-feet

Mean

514

1,070

751

1,180

758

2,310

1,270

936

460

176

114

891

802

Per

square

mile

5.04

10.5

7.36

11.6

7.43

22.6

12.5

9.18

4.41

1.73

1.12

.874

7.86

Run-off 

in inches

6.81

11.71

8.48

13.37

8.01

26.0$

13.95

10.68

4.92

IM

1.2*

107.15
SANDY EIVER BASIN 69

LITTLE SANDY RIVER NEAR BULL RUN, OREG.

LOCATION. Water-stage recorder in NEJ£ sec. 10, T. 2 S., R. 5 E., three 

eighths of a mile above Portland General Electric Co.'s dam and tunnel from 

Sandy River and 3 miles east of Bull Run. Datum lowered 0.28 foot Oct. 1, 

1931. Zero of gaae is 710.51 feet above mean sea level, by surveys of Portland 

General Electric Co. referred to 1924 adjustment.

DBAINAGE AREA. 23 square miles.

RECORDS AVAILABLE. May 1911 to April 1913 fragmentary; July 1919 to September 1932.

EXTREMES. Maximum discharge during year, 2,380 second-feet Mar. 18 (gage 

height, 6.90 feet); minimum, 10 second-feet Sept. 30.

1911-13, 1919-32: Maximum discharge, 3,950 second-feet Nov. 20, 1921 

(gage height, 9.18 feet, present datum); minimum, 10 second-feet Sept. 17, 

1924, Sept. 2-5, 1931, Sept. 30, 1932.

REMARKS. Records good. No diversions or regulation above station. Gageheight record furnished by Portland General Electric Co.

Discharge, in second-feet, 1931-82

Day

1. ....... _ .

2 ... __ .....

3 . . ._

4.......... .....

5....... . .

6...............

7...............

8 ............

9- __ .. _ ....

10...............

11 ........... .

12 _ ............

13...............

14..... _ . __ ..

15 ............

16 _ ...... ___ .

17 _ ..... ___ .

18 ............

19 __ ...........

20 ............

21...............

22

28.... ...........

24..--.........-.

26... .. .

26 ............

27 _ - __ .....

28 . 

29...............

30 __ ....... ....

31 

Oct.

14 

14 

13 

16

75

42 

25 

21

18 

16

15 

14 

14 

.14 

14

14 

14 

14 

13 

14

16 

85 

178 

145 

174

250 

296 

390 

205 

125 

89

Nov.

71 

75 

59 

49 

43

43 

324 

374 

317

281

212 

153 

176

228 

198

276 

440 

311 

436 

416

248 

181 

125 

112 

109

94 

81 

85 

68 

65

Dec.

62 

60

68 

75 

67

64

77 

74 

68 

71

65 

61 

64

58 

55

59 

248 

323 

305 

426

344

248 

200 

178 

147

130 

120 

109 

96 

111 

202

Month

March ______ ...... .........

April.. 

May _. . 

July..... ...« ..........

The year

Jan.

185 

155 

134 

210 

320

374 

260 

212 

450 

323

443 

371 

252 

202 

165

143 

185 

466 

380 

296

238 

192 

163 

141 

130

117 

108 

100 

96 

89 

81

Maximum

390 

440 

426 

466 

602 

1,640 

353 

320 

190 

53 

25 

24

1,640

Feb.

73 

69 

65 

64 

63

70 

75 

76 

84 

89

94 

97 

91

84 

79

71 

67 

65 

61 

62

69 

68 

68 

84 

136

371 

602 

526 

344

Mar.

281 

341 

255 

238 

384

602 

384 

305 

245 

208

172 

147 

139 

198 

220

250 

650 

1,640 

1,080 535'

341 

263 

240 

486 

512

353 

341 

602 

474 

401 

317

Minimum

13 

43 

55 

81 

61 

139 

161 

129 

30 

18 

14 

11

11

Apr.

281 

260 

255 

220 

198

170 

167 

161 

161 

176

202 

228 

230 

269 

220

235 

353 

314 

308 

250

210 

190 

178 

200 

202

235 

269 

238 

220 

228

Mean

75.7 

188 

137 

 225 

130 

407 

228 

208 

79.2 

27.1 

16.8 

13.2

145

May

234 

245 

202 

238 

230

202

208 

208 

232

255

230 

225 

208 

176 

159

170 

188 

183 

181 

218

202 

205 

320 

228 

165

139 

129 

136 

230 

266 

200

Per s 

m

June

172 

190 

159 

138 

138

123 

111 

102 

100 

98

94 

86 

80 

73 

67

62 

57 

53 

52

48

46 

44 

41 

39 

37

35 

35 

33 

32 

30

Ie

3.29 

a 17 

- 5.96 

9.78 

5.65 

17.7 

9.91 

9.04 

3.44 

1.18 

.730 

.574

6.30

July

30 

28 

53

52 

38

33 

30

28 

27 

32

31

28 

29 

33 

30

27 

25 

24 

23 

22

22 

21 

20 

20 

21

21 

19

18 

18 

18 

18

Aug.

18 

18 

 17 

16 

16

15 

15 

15 

16 

19

22 

23 

21

18 

18

17 

16 

16 

15 

15

15 

15 

15 

14 

14

14 

14 

14 

16 

25 

20

Sept.

18 

16 

15 

14 

14

13 

13 

14 

14 

12

12 

12 

12 

12 

12

11 

11 

11 

12 

24

17 

14 

12 

12 

12

12 

12 

U 

11 

U

Run-off

Inches

3.79 

9.12 

6.87 

11.28 

6.09 

20.41 

11.06 

10.42 

3.84 

1.36 

.84 

.64

85.72

Acre-feet

4,650 

11,200 

8,420 

13,800 

7,480 

25,008 

13,600 

12,800 

4,710 

1,670 

1,030 

786

105,000
70 SUEFACE WATER SUPPLY, 1932, PART 12 C

WTLLAMBTTB RIVER BASIN 

MIDDLE FORE OF WIUAMETTE BIVBE AT BULA, OEEG.

LOCATION. Staff gage in sec. 18, T. 20 S., E. 2 E., a quarter of a mile southwesf 

of Eula and 8 miles below mouth of North Fork.

DKAINAGB AREA. 943 square miles.

RECORDS AVAILABLE. July 1923 to September 1932.

EXTREMES. Maximum discharge during year, 41,800 second-feet Mar. 19 (gage

height, 14.7 feet); minimum, 455 second-feet Oct. 17 (gage height, 1.22 feet).

1923-32: Maximum discharge, 55,100 second-feet Feb. 21, 1927 (gage

height, 17.0 feet); minimum, 450 second-feet Nov. 24, 25, Dec. 5, 6, 1929,

Sept. 4-6, 16, 17, 1931.

REMARKS. Records good. No diversions above station. Considerable diurnal 

fluctuation during low water, owing to logging operations upstream. Gageheight record October to April furnished by United States Weather Bureau.

Discharge, in second-feet, 1931-32

Day

1 .. ......

2..............

3........ ......

4..............

5... ...........

«..

7 _._.....___

«... 

9..............

M 

11.............

12 

13 

14 

15... _ .

16..............

17... .

18 

19 . _ 

20 

21 

22.. -

23 ... .......

24 

25 

26 

27 

38 ......

39 

30 .........

31.. .........

Oct.

482 

475 

470 

470 

526

489 

475 

470

465 

465

465 

460 

465 

460 

460

460 

455 

460 

465 

460

465 

1,320 

1,570 

1,320 

1,080

1,950 

1,400 

2,270 

1,570 

1,280 

1,100

Nov.

960 

850 

780 

715 

685

655 

633 

1,000 

1,080 

1,080

1,000 

900 

840 

920 

930

1,000 

2,160 

2,600 

2,050 

5,350

2,820 

1,950 

1,660 

1,400 

1,200

1,240 

1,080 

1,080 

1,000 

925

Dec.

925 

925 

1,160 

1,950 

1,660

1,570 

1,570 

1,480 

1,400 

1,320

1,240 

1,160 

1,160 

1,080 

1,000

850 

1,080 

1,750 

2,050

2,270

2,710 

2,930 

3,650 

2,600 

2,600

2,710 

3,050 

2,930 

2,820 

2,050 

6,090

Month

December __ . __________

January.. _____________

March.. _ . .....................

April..............................

May...... . . 

JnJy....... ...................

The year.

Jan.

4,270 

3,410 

2,600 

2,380 

2,490

2,270 

2,160 

2,050 

2,820 

4,270

4,270 

7,760 

5,530 

4,010 

3,410

3,050 

2,820 

3,050 

4,850 

4,140

3,53(j 

3,050 

2,820 

2,490 

2,380

2,270 

2,050 

1,850 

2,200 

2,600 

2,280

Maximum

2,270 

5,350 

6,090 

7,760 

9,240 

36.-600 

7,280 

7,280 

5,400 

2,300 

910 

730

36,600

Feb.

1,660 

1,480 

1,300 

1,400 

1,480

1,740 

2,120 

2,480 

1,850 

1,950

2,050 

2,050 

1,950 

2,270 

1,660

1,570 

1,480 

1,400 

1,400 

1,320

1,320 

1,570 

2,050 

3,290 

3,530

5,350 

7,110 

9,240 

5,710

Mar.

4,550 

4,270 

3,770 

3,410 

3,050

3,170 

3,650 

3,770 

3,650 

3,770

4,270 

3,770 

3,650 

4,550 

4,550

6,290 

12,500 

24,500 

36,600 

20,100

11,800 

8,740 

7,480 

10,200 

11,200

9,100 

9,420 

10,200 

9,660 

8,300 

7,080

Minimum

455 

633 

850 

1,850 

1,300 

3,050 

3,600 

3,450 

2,410 

940 

730 

622

455

Apr.

6,700 

6,700 

7,280 

5,940 

5,400

4,880 

4,540 

3,900 

3,750 

3,600

3,750 

4,220 

4,380 

4,710 

4,380

4,220 

5,940 

5,400 

5,760 

6,130

5,680 

5,050 

4,380 

4,880 

4,380

7,080 

6,510 

5,580 

5,050 

4,710

Mean

797 

1,350 

1,990 

3,200 

2,540 

8,420 

5,160 

5,490 

3,760 

1,360 

809 

672

2,970

May

5,760 

5,760 

5,940 

6,130 

5,760

5,400 

4,880 

5,050 

5,220 

5,940

6,180 

6,320 

6,510 

6,130 

5,400

5,220

4,880 

5,760 

5,400 

5,760

7,280 

5,580 

4,880 

4,710 

4,540

4,220 

3,900 

3,450 

5,400 

7,080 

5,940

P< 

squ 

mi

June

5,400 

5,220 

5,050 

4,880 

4,540

4,060 

3,600 

3,450 

3,310 

4,060

4,880 

4,880 

4,880 

4,540 

4,060

3,750 

3,450 

3,310 

3,030 

3,170

3,170 

3,450 

3,310 

3,170 

3,030

2,770 

2,770 

2,650 

2,530 

2,410

sr 

are

le

0.845 

1.43 

2.11 3.39 

2.69 

8.93 

5.47 

5.82 

3.99 

1.44 

.858 

.713

3.15

July

2,300 

2,300 

2,190 

1,970 

1,870

1,580 

1,580 

1,490 

1,490 

1,490

1,490 

1,400 

1,280 

1,400 

1,280

1,240 

1,200 

1,170 

1,140 

1,100

1,100 

1,170 

1,100 

1,060 

1,030

970 

970 

970 

940 

940 

940

Aug.

910 

910 

910 

880 

850

850 

850 

850 

850 

850

850 

822 

822 

795 

850

822 

795 

795 

795 

795

768 

768 

740 

740 

740

740 

730 

730 

730

768 

768

Sept.

730 

720 

710 

710 

710

700 

700 

690 

680 

670

670 

670, 

670 

660 

660

660 

650 

650 

650 

670

670 

670 

fiTO 

670 

670

668 

650 

631 

622 

631

Run-off

Inches

0.97 

1.60 

2.43 

3.91 

2.90 

10.30 

6.10 

6.71 

4.45 

1.66 

.99 

,.80

42.82

Acre-feet

A

49,000 

80,300 

122,000 

197,000 

146,000 

518,000 

307,400 

338,006 

224,000 

83,600 

49,790 

40,060

2,150,000
WILLAMETT1 E1VEB BASIN 

WH1AMETTE RIVER AT SPRIHGFIELD, OEEG.

71

LOCATION. Water-stage recorder in SEJ4 sec. 34, T. 17 S., R. 3 W., at highway

bridge at Springfield. Zero of gage is 424.16 feet above mean sea level by

1929 general adjustment. 

DRAINAGE AEEA. 2,030 square miles. 

RECORDS AVAILABLE. November 1911 to September 1913; October 1928 to

September 1932. At Eugene, 4 miles downstream, June 1919 to September

1928. 

EXTREMES. Maximum discharge during year, 64,000 second-feet Mar. 19 (gage

height, 18.1 feet); minimum discharge, 574 second feet Oct. 13, 14, 18; minimum

gage height, 1.51 feet Sept. 30.

1911-13, 1919-32: Maximum discharge, 73,300 second-feet Feb. 21, 1927

(gageheight at Eugene, 17.0 feet); minimum, 500 second-feet Aug. 11, 1926.

Maximum stage in recent years, 21.5 feet at Eugene Nov. 23,1909 (discharge, 

' 96,000 second-feet). 

REMABKS. Records good below and fair above 10,000 second-feet. Slight

diurnal fluctuation during low water, owing to logging operations in Middle

Fork Basin. No diversions above station.

Discharge, in second-feet, 1981-32

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... .....

Oct.

586 

586 

592 

592 

580

598 

610 

610 

610

598

586 

580 

574 

574 

580

580 

580 

574 

580 

580

586 

1,020 

2,830 

2,980 

2,200

3,770 

3,060 

4,140 

3,130 

2,270 

1,820

Nov.

1,580 

1,360 

1,250 

1,160 

1,080

1,020 

1,070 

1,880 

2,620 

3,130

2,900 

2,200 

1,820 

2,410 

2,410

2,550 

7,100 

10,000 

8.450 

19,200

10,000 

6,080 

4,340 

3,440 

3,060

3,130 

2,900 

2,620 

2,340 

2,200

Dec.

2,140 

2,200 

2,690 

4,440 

4,040

3,440 

3,620 

3,860 

3,680 

3,600

3,680 

3,360 

3,440 

3,360 

2,980

2,760 

3,130 

5,000 

5,520 

6,370

9,690 

9,070 

7,250 

7,850 

6,950

6,370 

12,100 

11,000 

8,450 

7,850 

23,200

Month

October ______________

November ........................

December.. ____________

January,- 

February _____________

March. ...........................

April... ....... .................

May ......................

July... -. .. ..

September.... _

The yeair.

Jan.

18,000 

11,700 

8,450 

6,950 

6,220

5,940 

5,660 

6,120 

6,950 

10,000

9,690 

20,500 

14,400 

10,000 

8,150

7,400 

7,250 

10,000 

16,400 

12,500

9,690 

7,860 

6,520 

5,520 

4,880

4,660 

4,770 

4,340 

4,880 

7,100 

6,800

Feb.

5,380 

4,440 

3,950 

4,340 

5,380

6,080 

7,850 

7,100 

6,370 

7,250

7,100 

7,400 

7,250 

5, fl40 

5,000

4,340 

3,860 

3,600 

3,360 

3,200

3,200 

3,200 

3,680 

5,660 

9,070

12,100 

15,200 

14,400 

11,700

Vtaximum

4,140 

19,200 

23,200 

20,500 

15,200 

60,700 

16,100 

13,400 

9,160 

2,880 

1,150 

859

60,700

Mar.

10,000 

9,690 

9,690 

7,850 

6,800

6,660 

7,400 

7,400 

7,550 

8,150

8,450 

7,550 

6,800 

7,550 

9,070

13,200 

28,400 

38,800 

60,700 

45,800

27,400 

18,800 

14,900 

19,500 

23,700

20,000 

19,200 

21,200 

20,800 

16,900 

13,800

Minimum

574 

1,020 

2,140 

4,340 

3,200 

6,660 

6,700 

4,840 

3,060 

1,170 

841 

684

574

Apr.

12,000 

14,900 

11,400 

10,400 

10,400

9,780 

9,160 

7,960 

7,390 

6,840

6,700 

7,110 

7,110 

7,390 

7,110

6,840 

7,110 

9,160 

9,780 

11,700

11,400 

10,100 

9,160 

10,700 

11,700

16,100 

14,500 

12,000 

10,100 

8,850

Mean

1,280 

3,840 

5,900 

8,650 

6,460 

16,900 

9,830 

7,860 

5,240 

1,720 

966 

752

5,790

May

9,780 

10,700 

10,100 

9,780 

8,850

8,250 

7,670 

7,390 

7,390 

7,960

7,960 

7,980 

8,250 

7,960 

7,110

6,440 

6,180 

6,700 

6,840 

7,110

8,550 

7,960 

6,700 

6,180 

5,800

5,310 

4,960 

4,840 

8,860 

13,400 

10,700

June

9,160 

8,250 

7,960 

7,390 

6,840

6,440 

6,050 

5,430 

5,190 

5,310

5,920 

6,310 

6,310 

6.050 

5,800

5,310 

4,720 

4,390 

4,060 

3,860

3,960 

4,170 

4,170 

3,960 

3,750

3,550 

3,450 

3,260 

3,160 

3,060

Per 

square 

mile

0.631 

1.89 

2.91 

4.26 

3.18 

8.33 

484 

3.87 

2.58 

.847 

.476 

.370

2.85

July

2,880 

2,700 

2,620 

2,620 

2,290

2,130 

2,060 

1,980 

1,840 

1,840

1,840 

1,840 

1,700 

1,700 

1,710

1,630 

1,560 

1,500 

1,420 

1,390

1,380 

1,360 

1,350 

1,270 

1,270

1,260 

1,240 

1,220 

1,210 

1,190 

1,170

Aug.

1,150 

1,130 

1,110 

1,090 

1,050

1,040 

1,030 

1,020 

1,030 

1,040

1,040 

1,020 

994 

976 

967

967 

958 

940 

931 

922

904 

895 

877 

868 

859

850 

841 

841 

841 

877 

895

Sept.

869 

850 

814 

805 

SOS.

77* 

79» 

76ft 760>

743:

762: 

7|3i ?*a

74S 

784 

784 

784

72$

rto

760 

762 

73* 726.

71* 709- 

700 

692

684

Run-off

Inches

0.73 

2.11 

3.36 

491

3.43 

9.60 

5.40 

446 

2,88 

.98 

.65 

.41

38.82

Acre-feet

78,760) 

228,.000> 

363,900' 

532, 9«* 

372; 000- 

1,040,000' 

585,000- 

483,.000> 

312,000 

106,000* 69,400' 

44i7eO>

4,200,009'
72 SURFACE WATER SUPPLY, 1932, PART 12 C

WIIIAMETTE BITER AT ALBANY, ORES.

LOCATION. Staff gage in SW^ sec. 6, T. 11 S., R. 3 W., at Albany, just below

mouth of Calapooya River. Zero of gage is 171.70 feet above mean sea level

by 1929 general adjustment. 

DRAINAGE AREA. 1,840 square miles. 

RECORDS AVAILABLE. November 1878 to April 1882; January 1892 to September

1932; some fragmentary records 1883 to 1888. 

EXTREMES. Maximum discharge during year, 137,000 second-feet Mar. 21 (gage

height, 25.5 feet); minimum, 2,030 second-feet Oct. 19-22 (gage height, 0.3

foot).

1878-82, 1892-1932: Maximum discharge, 229,000 second-feet Jan. 14, 1881

(gage height, 32.8 feet); minimum, about 1,870 second-feet Sept. 21-27, 1879

(gage height, 0.2 foot). Minimum discharge in recent years, 1,890 second-feet

Sept. 5, 1931 (gage height, 0.26 foot).

Maximum stage known, 36.0 feet Dec. 8, 1861 (discharge, estimated, 274,000

second-feet). 

EEMARKS. Records good. Discharge estimated Feb. 9, June 11-13, Aug. 13-^17.

No regulation. Albany power canal diverts water from South Santiam River

into Willamette River above station. Gage-height record furnished by

United States Weather Bureau.

Discharge, in second-feet, 1931 32

Day

1. . .

2

3 _ 

4

6- - ..... 

6 

7

8 

10 

11 

12 

13 

14. __

15 

16 

17 

18 - 

19. _ . ___ . 

20 ____

21 __ 

22.. _ . 

9?

9.4.

25- __ 

26 

27 

28.. __ _ .

29 

30 c 

31 _ -

Oct.

2,210 

2,210 

2,210 

2,210 

2,210

2, 210 

2,210 

2,210 

2,210 

2,210

2,210 

2,210 

2,210 

2,210 

2,210

2,210 

2,210 

2,210 

2,030 

2,030

2,030 

2,030 

2,600 

5,330 

7,210 

8,050

8,340 

9,800 

11,000 

8,050 

6,930

Nov.

5,850 

4,600 

4,370 

4,140 

3,910

3,680 

3,680 

4,140 

5,590 

8,050

12,500 

9,500 

7,490 

7,490 

7,490

7,770 

10,100 

20,600 

27,000 

26,200

40,200 

32,700 

21,800 

17,100 

13,200 

11,300

10,700 

9,800 

8,920 

8,630

Dec.

7,210 

6,930 

7,210 

9,800 

11,600

13,200 

12,500 

12,500 

12,800 

12,500

12,500 

12,200 

12,200 

11,900 

11,600 

10,100 

11,000 

11,900 

16,700 

21,000

26,600 

31,900 

30,700 

28,200 

31,100 

28,200

27,400 

36,000 

36,900 

32,300 

33,600

Month

TWftV

July. 

Jan.

45,500 

50,200 

40,200 

30,700 

24,600

21,800 

19,800 

18,200 

17,100 

19,400

27,000 

27,800 

41,500 

39,400 

29,800

25,800 

27,400 

31,900 

38,500 

46,400

42,800 

34,800 

28,600 

23,400 

19,800 

18,200

17,800 

19,400 

17,800 

17,800 

21,000

Maximum

11,000 

40,200 

36,900 

50,200 

30,700 

126,000 

37,700 

24,200 

22,600 

7,210 

3,680 

3,020

126,000

Feb.

20,600 

17,800 

15,600 

14,200 

15,200

16,700 

18,200 

20,600 

18,000 

21,000

23,800 

23,000 

23,400 

23,000 

19,800

17,800 

15,200 

13,200 

11,900 

11,300

10,700 

10,400 

10,100 

10,100 

12,500 

17,800

23,000 

29,800 

30,700

Mar.

27,400 

24,600 

23,800 

23,800 

21,400

19,000 

19,400 

21,800 

21,400 

21,000

22,600 

22,200 

21,400 

19,000 

19,800

23,800 

29,000 

49,700 

66,600 

104,000

126,000 

89,200 

55,200 

42,400 

46,000 

55,700

52,600 

46,400 

47,800 

52,100 

45,100

Minimum

2,030 

3,680 

6,930 

17,100 

10,100 

19,000 

16,300 

12,200 

7,490 

3,680 

3,020 

2,400

2,030

Apr.

37,700 

32.700 

29,800 

28,600 

27,400

27,400 

25,800 

24,200 

21,800 

19,400

18,200 

16,300 

17,500 

17,800 

18,200

17,500 

17,100 

17,800 

22,200 

23,000

26,600 

25,400 

22,600 

21,400 

23,400 

21,400

28,600 

28,600 

25,400 

22,200

Mean

3,720 

12,000 

18,700 

28,500 

17,800 

40,700 

23,500 

17,400 

12,300 

5,130 

3,200 

2,730

15,500

May

20,600 

22,600 

24,200 

22,600 

21,400

20,200 

18,200 

16,700 

16,700 

17,500

17,800 

17,800 

17,800 

17,800 

17,500

16,700 

14,900 

14,500 

14,900 

15,200

15,600 

17,800 

17,100 

16,700 

14,500 

12,800

12,800 

12,200 

12,200 

16,700 

24,200

P(

squ 

mi

June

22,600 

19,400 

17,100 

17,100 

16,000

14.90C 

14,200 

13,200 

12,200 

11,900

13,000 

13,500 

13,800 

13,200 

12,200

11,300 

11,300 

11,000 

11,000 

11,000

10,400 

9,800 

9,210 

9,210 

8,920 

8.63C

8,340 

8.05C 

7.77C 

7.49C

jr

le

0.769 

2.48 

3.86 

5.89 

3.68 

8.41 

4.86 

3.60 

2.54 

1.06 

.661 

.564

3.20

July

7,210 

7,210 

"6,930 

6,930 

6,660

6,660 

6,390 

6,120 

5,850 

5,590

5,330 

5,330 

5,080 

5,080 

5,080

4,840 

4,840 

4,600 

4,600 

4,600

4,370 

4,370 

4,140 

4,140 

4,140 

3,910

3,910 

3,910 

3,910 

3,680 

3,680

Aug.

3,680 

3,460 

3,460 

3,460 

3,460

3,460 

3,240 

3,240 

3,240 

3,240

3,240 

3,240 

3,240 

3,240 

3,240

3,240 

3,240 

3,240 

3,020 

3,020

3,020 

3,020 

3,020 

3,020 

3,020 

3,020

3,020 

3,020 

3,020 

3,020 

3,020

Sept.

3,020 

3,020 

3,020 

3,020 

3,020

3,020 

3,020 

3,020 

3,020 

3,020

3,020 

2,810 

2,810 

2,810 

2,810

2,810 

2,600 

2,600 

2,600 

2,600

2,400 

2,400 

2,400 

2,400 

2,400 

2,400

2,400 

2,400 

2,400 

2,600

Run-off

Inches

0.89 

2.77 

4.45 

6.79 

3.97 

9.70 

5.42 

4.> 15 

2.83 

1.22 

.76 

.63

43.58

Acre-feet

229,000 

714,000 

1,150,000 

1,750,000 

1,020,000 

2,500,000 

1,400,000 

1,070,000 

732,000 

315,000 

187,000 

162,000

11, 200, 000
WILLAMETTE RIVER BASIN 73

WIHAMETTE KZVEE AT SALEM, OBEG.

LOCATION. Staff gage in SW% sec. 22, T. 7 S., R. 3 W., at highway bridge at

Salem. Zero of gage is 113.59 feet above mean sea level, by 1929 general

adjustment.

DBAINAGE ABBA. 7,280 square miles. 

RECOBDS AVAILABLE. October 1909 to December 1916; October 1927 to September 1932. 

EXTREMES. Maximum discharge during year, 172,000 second-feet Mar. 21 (gage

height, 20.55 feet); minimum, 2,570 second-feet Oct. 15-21 (gage height, 3.4

feet).

1909-16, 1927-32: Maximum discharge, 315,000 second-feet Nov. 25, 1909

(gage height, 30.5 feet); minimum, 2,500 second-feet Sept. 5-8, 1931 (gage

height, 3.5 feet).

Maximum known discharge (estimated), 500,000 second-feet Dec. 4, 1861

(gage height, about 39 feet). Flood of Feb. 5, 1890, reached a stage of 37.1

feet. 

REMARKS. Records good except those above 50,000 second-feet, which are fair.

A few small irrigation diversions above station: part of flow of Salem Canal

diverted from North Santiam River returns to Willamette River below gage.

No regulation. Gage-height record furnished by United States Weather

Bureau.

Discharge, in second-feet, 19S1-S2

Day

I ............

2 . ...... _ 

3.... __ ......

4 _________

5.... ______ .

6-.... .........

7 ............

8...............

9...............

10...............

II................

12...............

13...............

14. ___ ... _ .

15..-.-. ......

16-..............

17...... _____

18. ...........

19...............

20...............

21........ _ ....

22.... ........

23....... .....

24.. ...

25...............

26 ............

27.... ......

28-...-.-........

29.....- ......

30 .. 

31 ..........

Oct.

2,650 

2,650 

2,650 

2,650 

2,650

2,650 

2,650 

2,650 

2,650 

2,650

2,650 

2,650 

2,650 

2,650 

2,570

2,570 

2,570 

2,570 

2,570 

2,570

2,570 

2,650 

2,950 

8,020 

11,300

9,500 

12,000 

13,200 

16,500 

15,500 

12,000

Nov.

9,500 

9,500 

6,680 

6,170 

5,670

4,700 

4,700 

8,310 

15,200 

. 17, 100

20,000 

17,800 

14,200 

13,200 

15,200

15,800 

19,200 

36,700 

43,000 

53,800

65,500 

56,600 

37,900 

28,000 

21,600

19,200 

17,800 

15,800 

14,500 

13,200

Dec.

12,300 

11,300 

13,200 

18,600 

21,600

20,800 

19,200 

20,000 

'21,600 

20,000

20,000 

19,200 

18,500 

18,500 

17,100

15,800 

15,800 

25,100 

33,200 

40,400

53,800 

56,600 

53,800 

48,400 

521400

48,400 

 45,700 

53,800 

55,200 

55,200 

53,800

Month

October... ___ . ________

February.. __ ... ................

April ..... ....... ........ ....

May ... ... ... ........ ... . .

July... ............................

September ........................

The year

Jan.

67,000 

76,600 

65,500 

48,400 

39,200

34,300 

32,100 

29,000 

27,000 

39,200

44,300 

51,100 

64,000 

62,500 

49, 700

39,200 

40,400 

64,700 

79,800 

82,300

73,400 

58,800 

47,000 

36,700 

31,000

28,000 

27,000 

29,000 

28,000 

27,000 

28,500

Maximum

16,500 

65,500 

56,600 

82,300 

52,400 

167,000 

61,500 

38,400 

31,600 

10,600 

5,080 

3,750

167,000

Feb.

23,300 

24,200 

21,600 

20,000 

20,000

21,600 

24,200 

28,000 

25,100 

30,000

34,300 

35,500 

34,300 

33,200 

29,000

25,100 

22,500 

20,000 

17,800 

17,100

16,500 

15,800 

15,800 

15,800 

17,800

25,100 

39,200 

49,700 

52,400

..... ..

Mar.

45,700 

40,400 

40,400 

37,900 

33,200

29,000 

43,000 

45,700 

40,400 

35,500

36,700 

35,500 

32,100 

30,000 

32,100

36,700 

49,000 

85,900 

125,000 

161,000

167,000 

149,000 

103,000 

75,700 

83,800

89,600 

82,900 

74,900 

81,300 

82,900 

.74,900

Minimum

2,570 

4,700 

11,300 

27,000 

15,800 

29,000 

28,500 

18,400 

11,200 

5,080 

3,750 

3,170

2,570

Apr.

61,500 

53,200 

48,100 

46,600 

43,200

42,000 

39,600 

37,200 

33,800 

30,500

28,500 

28,500 

29,500 

29,500 

30,500

29,500 

29,500 

34,900 

37,200 

42,000

43,200 

40,800 

37,200 

33,800 

33,800

36,100 

36,100 

40,800 

37,200 

33,800

Mean

5,120 

20,900 

31,600 

46,800 

26,000 

67,100 

37,600 

27,100 

18,200 

7,430 

4,310 

3,330

24,700

May

30,500 

36,100 

38,400 

36,100 

33,800

30,500 

28,500 

26,600 

27,500 

27,500

28,500 

28,500 

27,500 

28,500 

27,500

24,700 

23,000 

22,600 

23,900 

24,700

25,600 

27,500 

26,600 

25,600 

23,900

22,200 

20,600 

19,100 

18,400 

23,900 

32,700

P

SQU

mi

June

31,60C 

27,500 

25,60C 

23.90C 

23.90C

21.40C 

20.60C 

19.10C 

18,400 

17.70C

18,400 

19.90C 

20.60C 

21,400 

20.60C

19,90C 

17,700 

17,000 

15,OOC 

14,300

14,300 

14,300 

14,300 

14,300 

13,600

13,000 

12,400 

11,800 

11,800 

11,200

sr

8X6

ie

0.703 

2.87 

4.34 

6.43 

3.57 

9.22 

5.16 

3.72 

2.50 

1.02 

.592 

.457

3.39

July

10,600 

10,600 

10,100 

10,100 

10,100

9,520 

8,420 

8,420 

8,150 

7,880

7,880 

7,880 

7,880 

7,610 

7,610

7,610 

7,340 

6,810 

6,810 

6,550

6,290 

6,290 

6,030 

5,780 

5,780

5,780 

5,540 

5,310 

5,310 

5,310 

5,080

Aug.

5,080 

5,080 

4,860 

4,860 

4,860

4,650 

4,650 

4,450 

4,450 

4,450

4,450 

4,450 

4,450 

4,450 

4,450

4,450 

4,450 

4,080 

4,080 

4,080

4,080 

4,080 

4,080 

3,910 

3,910

3,910 

3,910 

3,750 

3,750 

3,750 

3,750

Sept.

3,750 

3,750 

3,750 

3,750 

3,750

3,600 

3,600 

3,450 

3,450 

3,450

3,310 

3,170 

3,170 

3,170 

3,170

3,170 

3,170 

3,170 

3,170 

3,170

3,170 

3,170 

3,170 

3,170 

3,170

3,170 

3,170 

3,170 

3,170 

3,170

Run-off

Inches

0.81 

3.20 

5.00 

7.41 

3.85 

10.63 

5.76 

4.29 

2.79 

1.18 

.68 

.51

46.11

Acre-feet

315,000 

1,240,000 

1,940,000 

2,880,000 

1,500,000 

4,130,000 

2,240,000 

1, 670, 000 

1,080,000 

457,000 

265,000 

198,000

17,900,000
74 SURFACE WATER SUPPLY, 1932, PABT 12 C 

COAST FORK OF W1IIAMETTE ROTB AT SAGIffAW, OEEG.

LOCATION. Chain gage in NW>{ sec. 15, T. 20 S., R. 3 W., at Saginaw, 1 mite

below mouth of Row River. Zero of gage is 595.47 feet above mean sea level

by 1929 general adjustment. 

DRAINAGE AREA. 529 square miles. 

RECORDS AVAILABLE. October 1923 to September 1932. 

EXTREMES. Maximum discharge during year, 21,100 second-feet Mar. 19

(gage height, 11.8 feet); minimum, 30 second-feet Oct. 1-3, 21 (gage height,

0.80 foot).

 1923-32: Maximum discharge, 28,600 second-feet Feb. 20,1927 (gage height,

12.9 feet); minimum, 7 second-feet July 31, 1928. 

REMARKS. Records fair. Discharge estimated Aug. 1. No diversions or

regulation above station. Gage-height record October to April furnished by

United States Weather Bureau.

Discharge, in second-feet, 1931-32

Day

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 

Oct.

30 

30 

30 

34 

34

48 

64 

68 

52 

39

43 

39 

34 

39 

39

39 

34 

39 

39 

34

30

424 

760 

895 

1,140

1,450 

805 

1,400 

805 

675 

346

Nov.

169 

216 

196

178 

169

152

424 

760 

850 

1,340

860 

1,340 

805 

1,140 

806

675 

3,240 

4,660 

2,340 

7,760

3,390 

1,890 

1,290 

1,040

895

940

805 

805 

675 

636

Dec.

595 

675 

895 

2,340 

2,110

1,040 

1,140 

1,240 

1,190 

1,190

1,240 

1,140 

1,040 

1,040 

940

940 

940

1,780 

1,890 

1,890

4,010 

3,100 

3,640 

3,240 

2,340

1,890 

7,110 

7,110 

2,830 

4,330 

12,100

Month

July ... .... .......

Jan.

6,300 

3,600 

2,460 

2,000 

1,780

1,140 

1,240 

1,670 

2,000 

2,460

2,220 

7,640 

3,540 

2,220 

1,890

1,890 

1,780 

3,100 

6,900 

5,920

2,700 

2,220 

1,780 

1,560 

1,290

1,340 

1,240 

1,290 

1,290 

4,170 

3,540

Maximum

1,460 

7,760 

12,100 

7,640 

5,360 

18,200 

4,740 

2,800 

1,580 

195 

88 

61

18,200

Feb.

1,890 

1,340 

1,290 

1,670 

1,780

2,220 

5,000 

2,340 

2,460 

2,700

1,890 

2,110 

2,460 

2,000 

1,870

1,460 

1,240 

1,140 

1,040 

1,040

1,040 

1,090 

1,560 

3,100 

3,690

4,830 

5,360 

4,010 

2,110

Mar.

2,110 

2,220 

2,220 

1,890 

1,670

1,670 

1,670 

1,670 

1,670 

1,890

1,780 

1,660 

1,340 

1,670 

1,890

6,110 

8,060 

13,200 

18,200 

10,600

5,920 

4,140 

2,660 

4,290 

5,220

4,900 

4,140 

4,690 

4,440 

3,440 

2,660

Minimum

30 

152 

595 

1,140 

1,040 

1,340 

1,090 

715 

195 

93 

52 

39

30 ,

Apr.

2,400 

1,810 

2,040 

1,920 

2,160

2,040 

1,920 

1,920 

1,380 

1,380

1,380 

1,380 

1,380 

1,380 

1,090

1,180 

1,090 

1,280 

1,480 

2,660

2,530 

2,040 

2,040 

3,440 

3,310

4,740 

3,770 

3,070 

2,410 

2,040

Mean

307 

1,360 

2,480 

2,710 

2,260 

4,180 

2,090 

1,290 

626 

137 

69.3 

46.4

1,460

May

2,280 

2,410 

2,280 

1,690 

1,680

1,580 

1,470 

1,470 

1,470 

1,360

1,260 

1,210 

1,160 

1,060 

970

880 

880 

880 

926 

925

1,020 

880 

880 

795 

796

755 

715 

715 

1,060 

2,800 

1,690

Per a

m

June

1,580 

1,360 

1,260 

1,160 

1,110

1,060

880 

925 

795

715

755 

795 

715 

635 

565

448 

480 

379 

295 

273

262 

284 

296

264 

284

262 

240 

273 

222 

196

juare

0.680 

2.65 

4.69 

5.12 

4.27 

7.90 

3.95 

2.44 

1.18 

.259 

.131 

.088

2.76

July

195 

187 

179 

171 

171

171

171 

163 

148 

148

148 

141 

133 

133 

141

148 

141 

133 

133 

126

126 

119 

113 

113 

106

106 

106 

93 

93 

93 

93

Aug.

88 

82 

82 

82 

82

82 

82

77 

77 

77

77 

71 

71

n

71 

71

n

66 

66 

66

66 

61 

61 

57

57

52 

52 

52 

57 

61 

61

Sept.

57 

61 

57 

57 

48

48 

48 

48 

48 

43

43 

43 

43 

43 

43

43 

43 

43 

43 

43

48 

43 

4» 

48 

48

43 

43

43 

39 

3»

Run-off

Inches

0.67 

2.84 

5.41 

5.90 

4.60 

9.11 

4.41 

2.81 

1.32 

.30 

.15 

.10

37.62

Acre-feet

18,900 

80,300 

152,000 

167,000 

130,000 

257,000 

124,000 

79,300 

37,200 

8,420 

4,260 

2,760

1,060,000
WILLAMETTE RIVER BASIN 75

McKENZIZ BITER AT McKENZIE BKEDOE, OREG.

LOCATION. Water-stage recorder in NE>£ sec. 18, T. 16 S., R. 0 E., 1.7 miles

east of McKenzie Bridge. Prior to June 3, 1932, staff gage at bridge at

McEenzie Bridge. 

DRAINAGE AREA. 353 square miles (at measuring section three quarters of a

mile above gage).

RECORDS AVAILABLE. August 1910 to September 1932. 

EXTREMES. Maximum discharge during year, 7,660 second-feet Mar. 19 (gage

height, 5.25 feet, from high-water marks); minimum, 805 second-feet Oct. 20

(gate height, 0.27 foot). 

1910-32: Maximum discharge, 18,000 second-feet Jan. 6, 1923 (gage height,

8.3 feet, from high-water marks at former gage at highway bridge): minimum,

that of Oct. 20,1931. 

REMARKS. Records good except those estimated, which are poor. No diversions

or regulation above station.

Discharge, in second-feet, 1981-S2

Day

7..

8.. 

ft.. 

10..

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.:

21., 

23,.

23..

24..

26.

27.

28.

29. 

80. 

31.

Oct.

868

868

850

832 

8% 

815 

810 

810

830

 1,200

Nov.

 1,040 

1,010

961

940

 1,080

940

954

1,000

1,090

1,230

1,400

'1,220

Dec.

 1,100

1,010

1,010

996

996

1,010

1,020

1,020

1,070

1,070

1,080

1,080

1,110

1,110

1,120

1,150

1,190

 1,200

 1,280

 1,380

Mar.

"1,820

1,860

1,910

2,030

2,930

5,000

7,260

4,370

4,070

 3,700

 3,500

 4,500

 4,340

4,070

4,070

4,370

4,220

4,070

3,770

Apr.

3,770

3,630

3,210

, 2,370

2,670

2,670

2,800

2,800

2,800

2,670

2,670

2,340

2,280

 2,600

 2,540

 2,380 

2,280

2,280

May

2,410

2,410

2,410

2,410

2,410

2,410 

2,410 

2,'540 

2,540

2,540

2,540

2,540

2,540

2,540

2,670

2,670

2,670

2,540

2,670

2,800

2,800

2,800

2,800

2,800

2,800

2,800

2,800

2,670

2,670

2,670

2,540

June

2,540

2,540

2,340

2,340

2,190

2,190

2,190

2,190

2,190

2,490

2,490

2,570

2,570

2,570

2,490

2,340

2,190

2,190

2,050

2,050

2,120

2,120

2,050

1,980

1,980

1,910

1,840

1,840

1,780

1,780

July

1,720

1,720

1,720

1,660

1,600

1,600

1,550

1,550

1,550

1,550

1,500

1,500

1,500

1,500

1,450

1,450

1,450

1,400

1,400

1,400

1,360

1,360

1,360

1,360

1,360

1,360

1,320

1,320

1,320

1,320

1,320

Aug.

1,320

1,320

1,280

1,280

1,280

1,280

1,280

1,280

1,280

1,240

1,240

1,240

1,240

1,240

1,240

1,200

1,200

1,200

1,190

1,190

1,190

1,190

1,180

1,180

1,170

1,170

1,160

1,160

1,150

1,140

Sept.

1,140

1,140

1,140

1,180

1,130

1,120

1,120

1,120

1,110

1,110

1,110

1,110

1,100

1,100

1,100

1,090

1,090

1,090

1,090

1,100

1,090

1,080

1,080

1,080

1,080

1,080

1,070

1,070

1,070

1,080

Month Maximum Minimum Mean Per square 

mile

Run-off

Inches Acre-feet

October_. 

November. 

DecemberJanuary.-.. 

February.. 

March.....

April ....

May . 

Jane. ......

July... .. 

August.

1,380

810

940

996

7,260

3,770

2,800

2,570

1,720

1,320

1,140

2,410

1,780

1,320

1,140

1,060

1,110

1,090

 1,770

 1,320 

3,020 

2,570 

2,610 

2,200 

1,470 

1,220 

1,100

2.73

3.14

3.09

5.01

3.74

8.56

7.28

7.39

6.23

4.16

3.46

3.12

3.15

3.50

3.56

5.78

4.03

9.87

8.12

8.52

6.95

4.80

3.99

3.48

59,200

66,000

67,000

109,000

75,900

186,000

153,000

160,000

131,000

90,400

75,000

65,500

The year. 7,260 810 1,710 4.84 65.75 1,240,000

 Estimated.

174920 33 6
76 SURFACE WATER SUPPLY, 1932, PART 12 C

McKEKTZIE RIVER WEAR VIDA, OREG.

LOCATION. Water-stage recorder in NEJ4 sec. 5, T. 17 S., R. 3 E., 1 mile above

head of Martin Rapids and 5 miles east of Vida. Zero of gage is 855.56 feet

above mean sea level by 1929 general adjustment. 

DRAINAGE AREA. 930 square miles. 

RECORDS AVAILABLE. September 1924 to September 1932. At Martin Rapids

(gage heights only) June 1910 to March 1911. 

EXTREMES. Maximum discharge during year, 37,400 second-feet Mar. 18 (gage

height, 11.77 feet); minimum, 1,260 second-feet Oct. 4, 8, 9 (gage height, 0.36

foot).

1924-32: Maximum discharge, 47,200 second-feet Feb. 20, 1927 (gage

height, 14.2 feet); minimum, 1,260 second-feet Nov. 7, 1930, Sept. 17, Oct. 4,

8, 9, 1931 (gage height, 0.36 foot).

Flood of Jan. 6, 1923, reached a stage of 17.25 feet (estimated discharge,

60,000 second-feet). 

REMARKS. Records excellent. Discharge estimated May 15-19. No diversion

or regulation above station. Gage-height record furnished by Eugene Water

Board.

Discharge, in second-feet, 1981-3%

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 _____ 

29 ___

30. 

31 

Oct.

1,290

1,280

1,270

1,260

1,300

1,300

1,270

1,260

1,260

1,270

1,270

1,270

1,280

1,280

1,280

1,280

1,290

1,290

1,290

1,290

1,300

1,980

2,760

2,280

2,940

2,920

3,100

3,450

2,670

2,280

2,050

Nov.

1,900

1,760

1,700

1,630

1,580

1,550

1,630

2,350

2,350

3,100

2,350

2,050

1,980

2,280

2,120

2,590

4,960

4,400

4,920

6,460

4,000

3,180

2 760

2,510

2,430

2,350

2,200

2 050

1,980

1,980

Dec.

1,980

1,980

2,590

3,180

2,840

2,510

2,840

2,840

2,590

2,510

2,430

2,280

2,200

2,050

1,980

1,980

2,760

4,200

4,200

4,300

4,960

4,300

3,720

3,820

3,450

3,360

3,820

3,630

3,270

3,630

6,720

Jan.

5,700

4,510

3,820

3,540

3,540

3,720

3,540

3,450

5,990

6,080

7,880

9,770

6,460

5,200 4 4rm

4,000

3,820

5,580

6,720

5,580

4,730

4,100

3,720

3,540

3,360

3,180 Q inn

2,920

2,920

2,840

2,760

Feb.

2,590

2,510

2,430

2,430

2,350

2,510

2,760

2,670

2,670

2,840

2,840

2,920

2,760

2,510

2,430

2,280

2,200

2,200

2,200

2,200

2,200

2,200

O QKft

3,180 4 4/m

6,720

8,320

7,510 ft dfin

Mar.

5,580

5,950

5,200

4,510

4,300

5,580

6,460

6,080

5,700

5,700

5,700

5,200

4,940

6,200

6,720

7,780

15,000

25,900

29,500

18,000

11,900

9,170

8,050

14,300

13,600

11,000

10 400

12,900 10 qnn

10,100

8,600

Apr.

8,320

8,050

7,780

7,240

6,980

6,200

5,700

5,200

4,940

4,960

5,320

5,950

5,950

6,460

5,950

6,080

7,240

8,050

7,780

7,510

6,720

5,950

5,320

5,700

5,820

7,240

6 980

6,330

5,950

5,950

May

6,980

6,720

6,460

6,200

5,820

5,580

5,950

6,080

6,460

6,980

6,980

6,980

7,240

6,720

6,000

6,720

6,980

6,330

6,080

6,080

5,580

5,200

4,960

4,940

6,980

7,240

6,460

June

5,950

5,820

5,680

5,580

5,200

4,960

4,620

4,510

4,620

5,080

5,580

5,820

5,700

5,580

6,320

4,730

4,400

4,100

4,000

3,910

4,000

4,100

4,000

3,820

3,630

3,540

3,450

3,450

3,360

3,270

July

3,180

3,100

3,100

3,010

2,840

2,760

2,760

2,670

2,670

2,670

2,670

2,590

2,510

2,590

2,510

2,430

2,430

2,350

2,350

2,280

2,280

2,280

2,280

2,280

2,200

2,200

2,120

2,120

2,120

2,120

2,050

Aug.

2,050

2,050

2,050

1,980

1,980

1,980

1,980

1,980

1,980

1,980

1,900

1,900

1,900

1,900

1,900

1,900

1,830

1,830

1,830

1,830

1,830

1,760

1,760

1,760

1,760

1,760

1,760

1,760

1,760

1,760

1,760

Sept.

1,700

1,700

1,700

1,700

1,700

1,700

1,700

1,700

1,630

1,630

1,630

1,630

1,620

1,610

1,610

1,610

1,810

1,590

1,580

1,630

1,620

1,590

1,580

1,570

1,560

1,550

1,530

1,530

1,530

1,630

Month

October __________ . ......

March. ... 

April-. 

June ....................

July... ........... ... . 

August 

September.. ___________

Maximum

' 3,450 

6,460 

6,720 

9,770 

8,320 

29,500 

8,320 

7,240 

5,950 

3,180 

2,050 

1,700

29,500

Minimum

1,260 

1,550 

1,980 

2,760 

2,200 

4,300 

4,940 

4,940 

3,270 

2,050 

1,760 

1,530

1,260

Mnea

1,720 

2,640 

3,190 

4,530 

3,230 

9,750 

6,450 

6,280 

4,590 

2,500 

1,880 

1,620

4,040

Per square 

mile

1.85 

2.84 

3.43 

487 

 3.47 

10.05 

6.94 

6.75 

4.94 

2.69 

2.02 

1.74

4.34

Run-off

Inches

2.13 

3.17 

3.95 

5.62 

3.74 

12.11 

7.74 

7.78 

5.51 

3.10 

2.33 

1.94

59.12

Acre-feet

106,000 

157,000 

196,000 

279,000 

186,000 

600,000 

384,000 

386,000 

273,000 

154,000 

116,000 

96,400

2,930,000
WILLAMKETE HIVEB B4tSIN 

EUGENE POWER CANAL NEAR WALTERVILLE, OREO.

77

LOCATION. Staff gage in SE% sec. 23, T. 17 S., R. 1 W., 150 yards below intake

and 2 miles east of Walterville. Zero of gage is 597.18 feet above mean sea

level by 1929 general adjustment. 

RECOBDS AVAILABLE. July 1926 to September 1932 (discontinued).' September

1911 to March 1915 at station 3 miles downstream. 

EXTEEMES. Maximum discharge during year, 1,140 second-feet Nov. 24, 25

(gage height, 3.50 feet); minimum, 365 second-feet Sept. 24, 25 (gage height,

0.36 foot).

1911-15, 1926-32: Maximum discharge, 1,350 second-feet Mar. 20, Oct. 29,

1929; no flow at times. 

REMABKS. Records fair. Canal diverts from McKenzie River in SE% sec. 23,

T. 17 S., R. 1 W. Water is used for power purposes in NWJ4 sec. 29 and is

discharged into Camp Creek 4 miles above its mouth. Gage-height record

furnished by Eugene Water Board.

Discharge, in second-feet, 1931-32

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.... ____ ...

Oct.

730 

730 

730 

730 

730

730 

730 

730 

730 

730

730 

730 

730 

730 

730

730 

730 

730 

730 

730

730 

835 

835 

730 

730

730 

730 

730 

730 

730 

730

Nov.

730 

730 

730 

700 

730

730 

730 

730 

730 

730

730 

730 

730 

730 

730

730 

730 

730 

730 

730

730 

730 

730 

1,140 

1,140

730 

730 

730 

730 

730

Dec.

730 

730 

730 

730 

730

730 

730 

730 

730 

730

730 

730 

730 

730 

730

730 

730 

730 

730 

700

700 

700 

700 

700 

700

700 

700 

670 

670 

641 

616

Jan.

700 

700 

700 

700 

700

700 

700 

700 

700 

670

700 

700 

700 

670 

670

670 

670 

700 

700 

700

700 

670 

700 

700 

670

670 

670 

670 

670 

670 

670

Feb.

670 

700 

1,060 

1,060 

616

700 

670 

670 

700 

700

700 

700 

700 

700 

700

700 

1,060 

1,060 

1,060 

700

641 

700 

700 

700 

700

670 

670 

670 

1,060

Month

December _______________________

February. ________________________

April..................................................

July...... .............................................

August ................................................

September _______________________

Mar.

700 

700 

700 

700 

730

670 

670 

730 

670 

670

670 

1,100 

670 

670 

670

670 

670 

641 

641 

571

730 

700 

700 

700 

700

700 

700 

700 

700 

700 

700

Apr.

700 

700 

700 

700 

700

700 

700 

700 

670 

670

700 

730 

700 

700 

700

700 

700 

700 

670 

700

700 

700 

700 

700 

700

700 

670 

700 

700 

700

Maximum

835 

1,140 

730 

700 

1,060 

1,100 

730 

1,060 

700 

785 

768 

800

1,140

May

670 

670 

700 

700 

700

670 

700 

700- 

700 

700

1,020 

1,060 

1,060 

1,060 

700

700 

700 

700 

700 

700

700 

700 

700 

670 

670

670 

670 

670 

670 

700 

700

June

700 

670 

670 

700 

700

700 

670 

700 

700 

700

700 

700 

700 

670 

670

670 

670 

670 

670 

670

670 

700 

700 

670 

670

700 

700 

670 

670 

670

Minimum

730 

700 

616 

670 

616 

571 

670 

670 

670 

670 

670 

384

384

July

670 

670 

670 

670 

670

670 

700 

719 

784 

670

670 

670 

670 

700 

700

670 

670 

670 

670 

670

670 

700 

700 

700

785

742 

700 

670 

670 

670 

670

Mean

737 

756 

712 

687 

763 

698 

697 

736 

684 

688 

701 

605

705

Aug.

670 

670 

670 

670 

700

700 

700 

700 

700 

722

768 

700 

700 

700 

700

700 

700 

700 

700 

700

700 

700 

700 

700 

700

700 

700 

700 

700 

730 

730

Sept.

700 

700 

700 

700 

700

700 

700 

700 

700 

700

733 

800 

771 

730 

730

730 

730 

730 

575 

465

465 

465 

496 

402

387

394 

394 

384 

384

3t>4

Bun-off in 

acre-feet

45,300 

45,000 

43,800 

42,200 

43,900 

42,900 

41,500 

45,300 

40,700 

42,300 

43,100 

36,000

512,000
78 SURFACE WATER SUPPLY, 1932, PART 12 C 

ION6 TOM RIVER AT MONROE, ORES.

LOC'ATION. Staff gage in NE% sec. 33, T. 14 S., R. 5 W., at Monroe, a quarter of a

mile below mouth of Shafer Creek. Zero of gage is 261.97 feet above mean

sea level.*

DRAINAGE ABE A. 391 square miles. 

RECORDS AVAILABLE. November 1920 to September 1932; incomplete prior to

1928. 

EXTREMES. Maximum discharge during year, 5,740 second-feet Dec. 29 (gage

height, 12.86 feet); minimum, 13 second-feet Oct. 1 (gage height, 0.30 foot). 

1920-32: Maximum discharge, about 18,600 second-feet Jan. 7, 1923 (gage

height, about 16.6 feet, present gage); minimum, 8 second-feet Sept. 5-19, 23,

1924.

Maximum stage known, about 19 feet in February 1890. 

REMARKS. Records good. No diversions above station. Some fluctuation at

low stages, owing to pondage at mill dam at Monroe.

Discharge, in second-feet, 1931-32

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. ...........

Oct.

13 

14 

15 

16 

17

16 

15 

16 

16 

15

15 

15 

15 

14 

14

16 

J6 

16 

16 

16

16 

27 

50 

55 

96

114 

127 

120 

127 

140 

134

Nov.

90 

77 

61 

50 

44

39 

46 

52 

127 

227

360 

380

425 

340 

300

360 

775 

1,220 

1,870 

2,970

3,330 

3,490 

2,600 

1,490 

1,040

750 

675 

525 

425 

360

Dee.

300 

281 

425

775 

900

950 

950 

980 

1,040 

1,070

1,160 

1,040 

980 

980 

1,070

950 

900 

1,070 

1,190 

1,580

2,400 

3,250 

3,330 

3,330 

3,490

3,750 

4,150 

5,220 

5,560 

4,910 

4,630

Month

November.. ......................

January . __ ... __ . .........

March

April.. _ .....

June

July...............................

AugustSeptember ........................

The year ________

Jan.

4,770 

4,910 

4,260 

3,490 

2,550

1,910 

1,520 

1,250 

1,010 

1,130

1,130 

1,400 

1,830 

2,070 

1,790

1,640 

2,500 

3,410 

4,040 

4,910

4,770 

3,940 

2,970 

2,150 

1,710

1,490 

1,580 

1,830 

1,910 

1,670 

1,830

Maximum

140 

3,490 

5,560 

4,910 

2,450 

4,500 

1,610 

925 

650 

66 

34 

23

5,560

Feb.

1,990 

1,990 

1,640 

1,430 

1,490

1,670 

1,670 

1,750 

1,710 

1,950

2,200 

2,450 

2,450 

2,250 

1,950

1,610 

1,400 

1,220 

1,040 

925

850 

775 

700 

650 

650

625

575 

525 

525

.......

Mar.

52S 

526 

550 

550 

500

475 

450 

425 

400 

450

575 

650 

550 

525 

525

600 

1,250 

2,500 

3,570 

4,380

4,500 

3,490 

2,300 

2,350 

2,720

2,970 

2,720 

2,400 

2,400 

2,250 

1,910

Minimum

13 

39 

281 

1,010 

525 

400 

500 

167 

68 

34 

22 

16

13

Apr.

1,610 

1,340 

1,130 

1,040 

1,160

1,250 

1,310 

1,160 

1,010

875

775 

675 

600 

575 

550

525 

500 

525 

550 

675

'775 

800 

775 

726 

700

826 

900 

980 

800 

625

Mean

42.3 

817 

2,020 

2,500 

1,400 

1,610 

858 

374 

161 

51.0 

27.4 

18.6

824

May

625 

750 

875 

925

775

650 

550 

475 

425 

400

340 

320 

300 

262 

244

244 

227 

211 

211 

211

211 

227 

211 

211 

196

181 

167 

167 

181 

262 

575

Pf

squ 

mi

June

650 

400 

320 

281 

262

211 

196 

181 

1«7 

153

153 

140

127 

127 

114

114 

108 

102 

102 

102

102 

90 

90 

84

84

79

77 

75 

72 

68

X

are

le

0.108 

2.09 

.5.17 

6.39 

3.58 

4.12 

2.19 

.957 

.412 

.128 

.070 

.048

2.11

July

66 

66 

62 

61 

60

59 

57 

55 

53 

52

53 

53 

55 

55

56

57 

57 

55 

53 

52

49 

44 

44 

43 

40

40 

39 

39 

37 

36 

34

Aug.

34 

33 

33 

33 

32

30 

29 

28 

26 

26

27 

29 

30 

30 

30

28 

28 

28 

28 

27

25 

25 

25 

25 

25

25 

23 

22

22 

22 

22

Sept,

2$ 

23 

23 

22 

22

22 

20 

19 

19 

19

19 

19 

18 

18

17

IS 

18. 

18 

16. 

16-

16- 

16. 

17 

18 

18-

18- 

18 

16 

16 

16-

Run-off

Inches

0.12 

2.33 

5.96 

7.37 

3.86 

4.75 

2.44 

1.10 

.46 

.15 

.08 

.05

28.67

Acre-feet

2,600' 

48,600- 

124,000 

164,000- 

80,500 

99,000 

51,100 23,000" 

9,580 

3,140 

1,680 

1,110

606,000--
WILLAMETTE RIVER BASIN

NOBTH SANTIAM RIVBE AT DETROIT, ORBS.

LOCATION. Water-stage recorder in NEK sec. 12, T. 10 S., R. 5 E., 1 mile east of 

Detroit. Zero of gage is 1,475.4 feet above mean sea level. Prior to July 1, 

1932, staff gage in NWK sec. 12, T. 10 S., R. 5 E., a quarter of a mile east of 

Detroit, with discharge measurements made from bridge in NEW sec. 15, T. 10 

S., R. 5 E.

DRAINAGE AREA. 226 square miles. Prior to July 1, 1932, 231 square miles 

above measuring section.

RECORDS AVAILABLE. January 1907 to October 1909; October 1928 to September 1932. Comparable records at gage above Boulder Creels near Hoover, 

August 1910 to October 1913.

EXTREMES. Maximum discharge during year, 8,740 second-feet Mar. 19 (gage 

height, 7.2 feet); minimum, 295 second-feet Oct. 9-12, 14-16, 20, 21 (gage 

height, 0.28 foot).

1907-9, 1928-32: Maximum discharge, 15,000 second-feet Mar. 31, 1931 

(gage height, 10.0 feet at former gage and about 12.0 feet at present gage); 

minimum, that of Oct. 9-12, 14-16, 20, 21, 1931.

REMARKS. Records good. No diversions or regulations above station.

Discharge, in second-feet, 1931-32

Day

l _____ . _

2

3.... _ .... __

4.......... __

5. ...........

6 __ . _ .. __

7.... __ .... ...

8........ .......

9 ............

10 -.-...-.....

11.. ........... ..

12...............

13 

14.... _ ........

15...............

16...............

17.... ...........

18. ...........

19 ...... 

20

31......... ...

22

23...... .........

24 

25 ...........

36.. ...........

27 

28 

29 

30 ...

31 ............

Oct.

312 

309 

306 

306 

324

321 

306 

300 

295 

295

295 

298 

300 

295 

295

295 

300 

300 

300 

295

298 

484 

570 

484 

480

502 

520 

645 

555 

493 

459

Nov.

431 

427 

419 

403

378

374 

516 

695 

620 

620

545 

484 

530 

530 

516

530 

670 

645 

748 

860

695 

595 

520 

493 

525

475 

447 

423 

427 

415

Dec.

407 

407 

467 

484 

463

451 

502 

480 

467 

471

447 

431 

427 

411 

399

419 

670 

920 

950 

1,130

1,190 

1,040 

950 

1,010 

920

860 

880 

812 

720 

812 

1,070

Jan.

980 

800 

812

775 

812

830

775 

775 

1,130 

1,190

1,550 

2,030 

1,550 

1,330 

1,130

1,070 

1,010 

1,400 

1,400 

1,260

1,100 

1,010 

920 

830 

830

775 

748 

720

fi/Vg 

U9O

670 

620

Month Maximum

October ...........................

December _____________

January..... ......................

February...... ...............

March..-.. ...._...........

April... .. 

Jnne

July __ _ _ .

August .

September ____________

The year. _______ .

645 

860 

1,190 

2,030 

1,470 

7,620 

2,270 

2,520 

2,150 

1,050 

521 

429

7,620

F«b.

570 

570 

560 

565 

560

570 

695 

570 

560 

570

570 

545 

535 

606 

498

480 

467 

467 

459 

459

459 

455 

451 

493 

620

890 

1,330 

1,470 

1,330

Mar.

1,190 

1,130 

1,010 

950 

950

1,260 

1,470 

1,400 

1,260 

1,190

1,100 

1,040 

1,010 

1,130 

1,260

1,400 

2,930 

5,480 

7,620 

4,800

3,220 

2,520 

2,030 

3,520 

3,370

2,650 

2,270 

3,220 

2,930 

2,520 

2,270

Minimum

295 

374 

399 

620 

451 

950 

1,260 

1,470 

1,010 

517 

429 

385

296

Apr.

2,150 

2,030 

1,920 

1,920 

1,720

1,550 

1,400 

1,330 

1,260 

1,260

1,400 

1,550 

1,630 

1,820 

1,720

1,820 

2,150 

2,270 

2,150 

1,920

1,720 

1,550 

1,400 

1,400 

1,400

1,400 

1,630 

1,630 

1,630 

1,720

Mean

372 

532 

679 

1,020 

627 

2,260 

1,680 

2,030 

1,460 

690 

475 

405

1,020

May

2,150 

2,150 

1,920 

1,920 

1,720

1,720 

1,920 

2,030 

2,150 

2,390

2,390 

2,390 

2,620 

2,270 

2,030

1,920 

2,030 

2,270 

2,150 

2,390

2,390 

2,030 

1,920 

1,920 

1,720

1,560 

1,470 

1,550 

2,150 

2,030 

1,820

Pers< 

nu

June

1,720 

1,630 

1,720 

1,720 

1,470

1,400 

1,330 

1,260 

1,400 

1,720

1,920 

1,920 

2,150 

2,160 

1,820

1,550 

1,400 

1,330 

1,260 

1,260

1,330 

1,330 

1,260 

1,260 

1,130

1,070 

1,040 

1,070 

1,040 

1,010

juare .

He

1.61 

2.30 

2.94 

4.42 

2.71 

9.78 

7.27 

8.79 

6.32 

3.06 

2.10 

1.79

 4.43

July

965 

965 

1,050 

935 

848

792 

765 

765 

740 

740

715 

690 

690 

665 

655

660 

660 

630 

615 

606

610 

610 

592 

592 

584

566 

556 

556 

538 

525 

517

Aug.

521 

521 

517 

517 

509

505 

501 

501 

485 

493

489 

482

478 

478 

478

474 

471 

471 

468

457

454 

450 

450 

450 

450

446 

443 

440 

448 

443 

429

Sept

429 

426 

422 

422 

422

422 

422 

422 

409 

409

408 

403 

409 

406 

406

403 

400 

391 

394 

426

403 

397 

397 

394 

391

385 

3S6 

386 

388 

386

Bun-ofl

Inches

1.86 

2.57 

3.39 

5.10 

2.92 

11.28 

8.11 

10.13 

7.05 

3.52 

2.42 

2.00

60.35

Acre-feet

22,900 

31,700 41,880- 

62,700 

36,100 

139,000 

100,090 

125,006 

86,906 

42,400 

29,200 

24,100

742,000

' Weighted because of difference of drainage areas.
80 SURFACE WATER SUPPLY, 1932, PAET 12 C

NORTH SAKTIAM RIVER AT MEHAMA, ORB*.

LOCATION. Staff gage in NWJ4 sec. 18, T. 9 S., R. 2 E., at Mehama, half a mile

below Little North Santiam River. 

DRAINAGE AREA. 665 square miles. 

RECORDS AVAILABLE. July 1905 to March 1907; October 1910 to September

1914; September 1921 to September 1932. 

EXTREMES. Maximum discharge during year, 47,000 second-feet Mar. 18 (gage

height, 14.5 feet); minimum, 454 second-feet Oct. 4, 15-21 (gage height, 1.26

feet).

1905-7, 1910-14, 1921-32: Maximum discharge, 62,900 second-feet (revised)

Nov. 20, 1921, Jan. 6, 1923 (gage height, 17.5 feet); minimum, 420 second-feet

Sept. 18, 1924 (gage height, 1.45 feet). 

REMARKS. Records good. Discharge interpolated Jan. 15. No regulation nor

diversions for irrigation above station. Gage-height record October to April

furnished by United States Weather Bureau.

Discharge, in second-feet, 1981 82

Day

1 

2 ...........

3 ...........

4........... ...

5..............

6..............

7.. .........

8..............

9 

10.. ............

11 ...........

12..-. _ .. ....

13.. .........

14 _ ...........

15..... .........

18.. ............

17 ...........

18 ...........

19. .......

20 .. _ .

21.......... _ .

22 ... _ .

23 .......

24. _ ..........

25... ...........

26..-... .:...

27 .......

28 ..

29.. ........

SO . ..

31 ...........

Oct.

487

480

467

454

550

710

550

508

480

480

480

467

ART

460

454

454

454

454

454

454

454

755

1,900

2,030

1,650

2,760

2 460

4,680

3,620 9 dan

1,900

Nov.

1,530

1,360

1,310

1,200

1,090

QQA

1,900

4,680

3,250 A dan

2,920

9 11ft

2,030

3,080

2,460

2,610

5,370

5,610

4,030

8,170

4,910

3,430

2,920

2 460

2,170

2,170

1 900

1,770

1,650

1 t&fl

Dec.

1,530

1,530

1,900 9 7fln

2,460

2,310

2,460

2,610

2,310

2,170

2,030

1,770

1,770

1,650

1,530

1,420

2,760

6,100

6,100

7,630

7,630

6,100

4,680

5,610

4,680

4,030

4 460

4,030

3,430

S

nort

5,850

Jan.

5,610

4,460

3,620

3,430

3,620

4,030

3,820

3,430

6,100

6.600

7,110

9 ODD

7,110

5,370

4,700

4,030

3,430

7,110

7,630

6,350

5,140

4 240

3,620

3 OKA

2 920

2,610

2,610

2 460

2,310

2,170

2,170

Feb.

1,900

1,770

1,770

1,770

1,770

1,770

1,770

1,770

1,770

2,760

2,460

9 7«n

2,610

2,310

9 ftSfl

1,900

1,770

1,770

1,650

1,650

1,770

1,770

1,770

2,170

2,310

7,630

S onn

9,610

7,630

Mar.

6,100

6,600

5,610

4,460

4,240

8,740

8,740

7 630

6,350

5,370

4,680

4,240

3,820

4,460

6,100

7,900

14,800

28,700

30,700

15,700

9 800

8,070

6,960

12,300

13,000

10,100

8,070

10,700

11,900

9,500

8,070

Apr.

8,070

7,230

6,960

6,420

6,420

5,650

4,930

4,270

4,270

4.060

4,700

5,900

5,900

6,420

5,900

5,900

6,960

8,350

7,230

7,510

6,420

5,400

4,930

4,930

4,930

4,930

«; dim

5,400

5,400

1 4TK1

May

7,230

7,230

6,420

5,650

5,400

4,930

5,400

5,650

5,900

6,960

6,690

6,690

6,690

6,420

5,400

4,930

5,160

5,900

5,900

6,160

6,160

5,400

4,930

5,400

4,700

4,060

3,670

3,490

4,700

6,160

5,160

June

4,700

4,480

4,270

4,480

4,060

3,670

3,310

3,310

3,490

4,480

"5,160

5,160

6,420

5,650

4,930

3,860

3,310

2,970

2,800

2,800

3,140

3,310

3,140

9 snn

2,640

2,480 9 4sn

2,330

2,330

2,190

July

2,050

2,050

2,190

2,190

1,790

1,660

1,540

1,540

1,420

1,540

1,540

1,360

1,310

1,360

1,310

1,310

1,310

1,360

1,200

1,140

1,090

1,090

1,090

1,090

1,090

1,090

990

990

990

940

940

Aug.

890

890

890

890

845

845

800

845

845

890

890

845

800

800

800

800

782

764

764

755

746

737

728

719

710

no

710

710

694

764

737

Sept.

710

702

702

694

694

686

678

670

662

654

646

638

630

630

«30

630

630

630

630

654

702

- 646

630

622

614

606

598

598

598

598

Month

November _____________

January ______________

February. _____________

March _______________

May __ . . . . ...........

July.. .- .-...__._._

August

September ___ . _ ...........

Maximum

4,680 

8,170 

7,630 

9,900 

9,900 

30,700 

8,350 

7,230 

6,420 

2,190 

890 

710

30,700

Minimum

454 

990 

1,420 

2,170 

1,650 

3,820 

4,060 

3,490 

2,190 

940 

694 

598

454

Mean

1,110 

2,840 

3,500 

4,550 

2,910 

9,460 

5,870 

5,630 

3,670 

1,370 

793 

647

3,540

Per square 

mile

1.67 

4.27 

5.26 

6.84 

4.38 

14.2 

8.83 

8.47 

5.52 

2.06 

1.19 

.973

5.32

Run-off

Inches

1.92 

4.76 

6.06 

7.89 

4.72 

16.37 

9.85 

9.76 

6.16 

2.38 

1.37 

1.09

72.33

Acre-feet

68,200 

169,000 

216,000 

280,000 

167,000 

582,000 

349,000 

346,000 

218,000 

84,200 

48,800 

38,600

2,570,000
WILLAMETTE EIVEE BASIN 81

BEEITENBUSH RIVER AB07E FRENCH CREEK, NEAR DETROIT, OEEG.

LOCATION. Water-stage recorder in NE% sec. 36, T. 9 S., E. 5 E., a tenth of a 

mile below Canyon Creek, \% miles above French Creek, and 2 miles east of 

Detroit. Zero of gage is 1,599.4 feet above mean sea level.

RECORDS AVAILABLE. June to September 1932. October 1910 to October 1913, 

fragmentary record below French Creek, comparable except for inflow from 

French Creek.

EXTREMES. Maximum discharge during period, 790 second-feet June 22 (gage

height, 2.49 feet); minimum, 119 second-feet Sept. 30 (gage height, 0.71 foot).

Maximum stage known, about 6.2 feet Mar. 19 (discharge not determined).

REMARKS. Records excellent except those estimated June 17, 19, 26, 27, Aug. 

23, 24, which are good. No diversions or regulation above station.

Discharge, in second-feet, 1982

Day

1 ________ . _

2 __________ ..

3-.- .... ......

4 ___ . ____ . _ ..

6 - _ .- .-...

6-...-....-,........

7 _ ... _____ .....

8 _ .................

9 _ .... __ .........

10 ___________ .

11 _____ . _____

12 _______ . ___ .

13. _._ ....._.

14....................

16 .................

June July

495 

510 

636 

470 

393

361 

353 

353 

345 

365

317 

303 

303 

307 

294

Month

June 16-30-. ..................

July __ . .

August _ . ___

Aug.

196 

194 

192 

189 

187

181 

178 

178 

181 

185

183 

178 

174 

170 

170

Sept.

149 

144 

142 

140 

138

136 

134 

132 

131 

131

129 

129 

129 

127 

126

Maximum

730 

636 

196 

149

Day

16 .-. . 

17-. 

18 

19-. . ..

20.... ... _ .

21-......... ..

22........... __ ....

23... ... _ . _

24 __ . _ .. __ . _ .

25..... ...... ......

26-.- __ . _

27 

28. 

29 _ . __ . __ . ...

30. _ 

31 _ _ 

Minimum

466 

198 

147 

120

Mean

603 

314 

168 

130

Pers

m

June

702 

658 

615 

623 

631

702 

730 

675 

595 

575

545 

515 

485 

525 

466

luare

5.58 

2.91 

1.56 

1.20

July

303 

294 

274 

265 

253

256 

259 

250 

247 

242

228 

218 

218 

210 

206 

198

Aug.

166 

161 

161 

159 

159

157 

155 

151 

147 

147

149 

149 

149 

153 

157 

153

Sept.

126 

124 

124 

126 

145

134 

129 

127 

126 

126

124 

122 

122 

122 

120

Kun-off

Inches

3.12 

3.36 

1.80 

1 34

Acre-feet

17,900 

19,300 

10,300 

7,740

55,000
S2 SUEFACE WATEE SUPPLY, 1932, PAKT 12 C 

IITTIE NORTH SAtfTIAM BITCH NEAB HEHAMA, ORBS.

LOCATION. Staff and wire-weight gages in NW% sec. 16, T. 9 S., R. 2 E., 2

miles east of Mehama and mouth of river. 

DRAINAGE AREA. 110 square miles. 

HECORDS AVAILABLE. October 1931 to September 1932. Comparable records

at station 4 miles upstream, July to September 1924; July to September 1931. 

EXTREMES. Maximum discharge during year, 14,000 . second-feet Mar. 18

(gage height, 12.46 feet); minimum, 26 second-feet Sept. 29 (gage height,

2.25 feet).

1924, 1931-32: Maximum discharge, that of Mar. 18, 1932; minimum, 22

second-feet Sept. 16, 1924. 

HEMARKB. Records fair. Discharge estimated Oct. 5, 26. No regulation or

diversions above station.

Discharge, in second-feet, 1981-8%

Day

! ... _____ .

3 

3... .........

4.......... __ .

5.. . _ . .....

6.. ____ . .....

7 ... ____ ..

8 

9.. _ . _ ......

10 ___ ......

11...............

12. __ . __ . ...

13........ __ ..

14.. ____ . .....

15 .

16 .

17.. ..........

18.... _ . _ . ...

19........ ...

^0.. _____ . ...

a... ............

32. . . ....

23 ............

24.. ..........

 25 

26...... 

27 

58

29 

 30 

31 __ .... ...

Oct.

33 

31 

30 

. 31 

100

61 

56 

49 

43 

39

37 

36 

34 

33 

31

30 

31 

31 

30 

30

30 

150 

510 

510

755

1,500 

1,710 

2,420 

1,140

580 

452

Nov.

370 

291 

267 

233 

211

152 

1,000 

1,820 

1,230 

1,320

435 

279 

555 

910 

632

750 

2,420 

1,930 

2,550 

2,830

1,000 

800 

660 

555 

470

452 

418 

385 

355 

328

Dec.

315 

370 

555 

840 

690

580 

660 

632 

532 

490

385 

340 

328 

304 

304

279 

1,710 

2,550 

2,050 

2,690

1,930 

1,410 

1,140 

1,140 

910

760 

910 

750 

632 

750 

1,930

Month

 October ... ______ ...

December ____ . ................

April ______________ ,..

May... ..... ..... ... ... ... .

July. .

September ......... ..... .... .

Jan.

1,320 

980 

840 

780 

980

1,320 

1,060 

875 

2,830 

2,050

2,830 

2,830 

1,710 

1,140

875

750 

1,820 

3,270 

2,290 

1,710

1,230 

980 

720 

632 

532

510 

452 

400 

400 

385 

370

Maximum

2,420 

2,830 

2/690 

3,270 

4,410 

11,600 

2,170 

1,510 

720 

244 

86 

48

11,600

Feb.

315 

291 

279 

256 

244

370 

470 

555 

510 

632

660 

660 

632

470 

418

355 

315 

315 

304 

315

355 

370 

400 

720 

1,410

4,410 

4,410 

3,420 

2,420

Mar.

1,710 

2,420 

1,610 

1,230 

1,320

2,830 

3,270 

2,290 

1,710 

1,320

1,140 

980 

910 

1,710 

1,710

1,820 

4,410 

11,600 

6,610 

3,270

2,170 

1,410 

1,140 

5,710 

3,740

2,170 

1,710 

3,470 

2,690 

2.050 

1,610

Minimum

30

152 

279 

370 

244 

910 

690 

435 

190 

72 

41 

26

26

Apr.

1,610 

1,410 

1,410 

1,140 

1,060

910 

840 

720 

690 

750

980 

1,230 

1,060 

1,320 

1,060

1,320 

1,930 

2,170 

1,510 

1,320

1,060 

910 

780 

760 

910

910 

980 

910 

910 

1,060

Mean

340 

854 

931 

1,250 

906 

2,630 

1,120 

852 

439 

130 

59.7 

33.8

798

May

1,510 

1,230 

980 

910

840

750 

875 

875 

980 

1,140

910 

980 

980 

810 

605

555 

760 

875 

780 

980

810 

720 

840 

840 

632

532 

435 

470 

840 

1,140 

840

Pers( 

mi

June

720 

690 

632

655 

452

510 

490 

452 

532 

690

660 

660 

690 

660 

510

400 

328 

315 

267 

304

340

315 

304 

279 

267

244 

244 

233 

233 

190

luare

3.09 

7.76 

8.46 

11.4 

8.24 

23.9 

10.2 

7.75 

3.99 

1.18 

.543 

.307

7.25

July

200 

190 

244 

211 

180

170 

152 

143 

136 

143

152 

143 

135 

136 

143

136 

119 

102 

108 

106

108 

111 

100 

96 

90

89 

81 

73 

82

74 

72

Aug.

69 

69 

77 

72 

62

68 

72 

69 

70 

86

82 

74 

63 

63 

58

58 

69 

69 

69

57

 0 

48 

46 

46

48

41 

42 

42

44 

55 

52

Sept,

42 

42 

41 

42 

41

37 

3ft 

37 

37 

35

31 

28 

32

26 

27

28 

28 

28 

28 

48

46 

42 

34 

39

28

30 

30 

27 

26 

27

Run-off

Inches

3.56 

8.66 

9.75 

13.14 

8.89 

27.55 

11.38 

8.94 

4.45 

1.36 

.63 

.34

98.66

Acre-feet

20,900 

50,800 

57,200 

76,900 

62,100 

162,000 

66,600 

62,400 

26,100 

7,990 

3,670 

2,010

579,000
WILLAMETTE RIVER BASIN

SOUTH SASTIAM SIVBE AT WATEMOO, OEBG.

83

LOCATION. Staff gage in NW% sec. 28, T. 12 S., R. 1 W., 200 yards below highway bridge at Waterloo and 4 miles above Hamilton Creek. Zero of gage is 

370.2 feet above mean sea level.

DBAINAGE AKEA. 640 square miles.

RECORDS AVAILABLE. July 1905 to March 1907; October 1910 to December 

1911; July 1923 to September 1932.

EXTREMES. Maximum discharge during year, 47,800 second-feet Mar. 18 

(gage height, 17.4 feet); minimum, 126 second-feet Oct. 17 (gage height, 

2.07 feet).

1905-7, 1910-11, 1923-32: Maximum discharge, 70,000 second-feet Mar. 31, 

1931 (gage height, 22.0 feet); minimum, 100 second-feet several days in September, October, November 1925.

REMARKS. Records good. No diversions or regulation above station. Gageheight record October to April furnished by United States Weather Bureau.

Discharge, in second-feet, 1931-82

Day

1. . ...

2..............

3... __ 

4.... ____ ...

5 _ . ____ ...

6..............

7...-._.........

8... ____ . _

9... _____ .

10 .

11 . 

12 . .

13. 

14..............

16. _______

16. 

17 _ ........

18..............

19 _____ ....

20 ____ __ .

21 __ .........

22..............

23 . __ ...

24 ...........

25 _______ .

26 . .

27 ..........

28 ____ . .....

29...... ........

30 ...........

31 ...

Oct.

152 

152 

152 

135 

135

135 

135 

135 

135 

135

135 

135 

135 

135 

135

135 

126 

135 

135 

135

135 

212 

1,730 

1,260 

1,030

1,260 

1,520 

3,770 

2,270 

1,520 

1,030

Nov.

730 

730 

682 

682 

682

635 

682 

4,180 

3,180 

5,290

2,620 

1,880 

1,800 

2,800 

2,270

2,800 

6,990 

7,250 

5,290 

12,200

6,490 

4,180 

3,370 

2,620 

2,270

2,270 

1,800 

1,730 

1,460 

1,320

Dec.

1,320 

1,390 

1,880 

3,970 

3,180

2,620 

2,620 

2,990 

2,620 

2,270

2,110 

1,880 

2,110 

2,270 

2,270

2,440 

2,440 

6,000 

6,000 

7,780

9,800 

6,990 

4,610 

6,490 

5,060

4,180 

4,610 

5,060 

4,390 

3,770 

11,000

Month

October ______________

February.

March ______________

April.. .........................

May ............. .... .. .

July. ...........

Rpptoinber

Jan.

8,330 

6,240 

4,830 

4,180 

4,390

4,390 

4,180 

3,770 

5,520 

7,250

6,000 

12,800 

7,510 

5,760 

4,830

4,180 

3,570 

8,610 

10,400 

7,510

6,000 

4,830 

3,970 

3,370 

2,990

2,620 

2,620 

2,440 

2,440 

2,440 

2,440

Maximum

3,770 

12,200 

11,000 

12,800 

9,600 

35,600 

6,740 

5,520 

3,570 

825 

277 

238

35,600

Feb.

1,950 

1,800 

1,660 

1,660 

1,800

2,110 

3,370 

2,990 

2,800 

3,180

2,800 

3,570 

3,180 

2,620 

2,110

1,950 

1,730 

1,800 

1,800 

1,800

1,520 

1,520 

1,660 

2,270 

4,180

6,240 

8,900 

9,600 

7,250

Mar.

6,000 

6,490 

6,240 

5,060 

4,390

8,900 

10,700 

8,050 

6,740 

6,240

6,000 

5,290 

4,610 

5,060 

6,740

7,780 

19,500 

29,900 

35,600

18,500

11,900 

8,330 

6,740 

16,100 

14,800

11,300 

8,610 

11,000 

12,800 

9,500 

7,510

Minimum

126 

635 

1,320 

2,440 

1,520 

4,390 

3,770 

2,110 

875 

295 

191 

135

126

Apr.

6,740 

6,000 

6,240 

6,240 

6,240

6,000 

5,520 

4,830 

4,180 

3,770

3,770 

3,770 

4,830 

5,060 

4,830

4,610 

5,290 

6,000 

6,240 

6,740

5,760 

4,830 

4,830 

4,830 

4,830

5,060 

4,610 

4,390 

4,180 

3,970

Mean

596 

3,030 

4,070 

5,170 

3,090 

10,600 

5,140 

3,520 

1,890 

510 

240 

168

3,170

May

5,520 

5,520 

5,060 

4,180 

3,970

3,770 

3,770 

3,370 

2,800 

2,440

2,270 

2,110 

2,110 

2,270 

2,620

2,800 

2,990 

3,370 

3,570 

3,770

4,180 

3,970 

3,770 

3,570 

3,370

2,990 

2,620 

3>570 

4,610 

4,180 

3,970

Pers 

m

Jun&

3,570 

3,180 

2,990 

2,800 

2,620

2,440 

2,270 

2,270 

2,110 

2,270

2,440 

2,620 

2,440 

2,270 

1,950

1,660 

1,660 

1,590 

1,520 

1,390

1,320 

1,260 

1,200 

1,140 

1,080

1,030 

978 

925 

925

875

quare

0.931 

4.73 

6.36 

8.08 

4.83 

16.4 

8.03 

5.60 

2.95 

.797 

.375 

.282

4.95

July

825 

825 

730 

730 

730

682 

635 

635 

635 

636

635 

636 

592 

550 

510

470 

655 

432 

410 

395

381 

360 

339 

339 

339

325 

325 

325 

325 

313 

295

Aug.

277 

277 

277 

277 

266

265 

265 

266 

265

277

277 

277 

265 

254 

254

238 

238 

223 

223 

212

212 

212 

204 

204 

204

191 

191 

191 

191 

212 

265

Sept.

238 

223 

212 

204 

191

191 

178 

178 

170 

170

163 

152 

152 

152 

152

152 

142 

142 

142

142

142 170- 

178 

170- 

170

IT* 

170 152' 

135 

135-

Run-off

Inches

1.07 

5.28 

7.33 

9.32 

6.21 

18.91 

8.96 

6.34 

3.29 

v92 

.48 

.29

67.35

Acre-feet

36,600- 

180,000- 

250,000. 

318,000 

178,000 

646,000 

306,000 

216,000 

112,000 

31,400 14,800' 

10,000

2,300,000-
84 SURFACE WATER SUPPLY, 1932, PART 12 C 

MIDDLE SANTIAM RIVER HEAR FOSTER, ORES.

LOCATION. Water-stage recorder in SE% sec. 2, T. 13 S., R. 2 E., half a mile 

above mouth of Green Peter Creek and 8 miles northeast of Foster. Zero of 

gage is 733.44 feet above mean sea level.

DEAINAGE AEEA. 271 square miles.

RECORDS AVAILABLE. August 1931 to September 1932.

EXTEEMES. Maximum discharge during year, 29,500 second-feet Mar, 18 (gage 

height, 17.84 feet); minimum discharge, 66 second-feet Oct. 16; minimum gage 

height, 1.47 feet Sept. 30.

1931-32: Maximum discharge, that of Mar. 18, 1932; minimum, 66 secondfeet Sept. 16, Oct. 16, 1931.

REMAEKS. Records excellent. Discharge interpolated June 2. No regulation 

or diversions above station.

Discharge, in second-feet, 19S1-3®

Day

1 

2... ....... .....

3.. ..........

4 

5 _ ...... __ ..

 6 ..... -

7-_ __ ... __ .

8_ -_... ......

9. ___ .. __ .

10 - _ .

11.. __ .. __ .

12 __ ...... .

13 _

14 ...... _ ...

15 

16 

17.. _ ..........

18 . _ ..

19 

 20 ... 

 21 __ .

22..... _____ .

23 ...... ......

34 _ __ .. __ .

-25 ___ .

 26..... .. ..

27 ____ . __ .

28 

29 . 

30 

31 _ .. _ . 

Oct.

95 

83

76 

73

164

162 

111 

92

83 

79

75 

72 

72 

69 

68

66

67 

69 

68 

68

69

708 

1,200

775 

775

1,170 

1,830 

2,250 

1,280 

800 

610

Nov.

490 

438 

390 

345 

309

282 

1,140 

2,250 

2,150 

2,250

1,320 

940 

1,030 

1,480 

1,200

1,750 

4,030 

3,260 

4,770 

5,290

2,810 

1,960 

1,520 

1,240 

1,140

1,030

910 

800 

750

725

Dec.

725 

850 

1,440 

1,830 

1,440

1,240 

1,520 

1,440 

1,200 

1,140

970

880 

880 

775 

700

725 

2,440 

3,600 

3,380 

5,220

4,310 

3,030 

2,600 

2,920 

2,300

2,200 

2,400 

2,060 

1,700 

2,750 

4,460

Month

February

April 

June 

July.... ... ..... ... 

The year . ... 

Jan.

3,380 

2,600 

2,100 

2,010 

2,100

2,350 

2,100 

2,060 

4,670 

3,630

5,860 

5,890 

3,630 

2,700 

2,200

1,920 

2,010 

4,860 

4,310 

3,260

2,600 

2,100 

1,780 

1,560 

1,400

1,280 

1,200 

1,100 

1,030 

970 

880

Maximum

2,250 

5,290 

5,220 

5,890 

5,380 

22,600 

4,170 

3,140 

1,650 

472 

154 

111

22,600

Feb.

825 

775 

725 

750 

725

910 

1,240 

1,170 

1,170 

1,240

1,280 

1,240 

1,060 

940

880

800 

760 

725 

700 

725

725 

750 

825 

1,440 

2,350

4,060

5,380 

4,900 

3,760

 -

Mar.

3,140 

3,760 

3,030 

2,450 

2,600

5,830 

5,380 

4,310 

3,500 

3,260

3,140 

2,700 

2,500 

3,600 

3,630

5,000 

13,400 

22,600 

19,300 

9,310

5,560 

4,030 

3,500 

10,600 

8,120

5,550 

4,750 

7,340 

6,060 

4,450 

3,760

Minimum

66 

282 

700 

880 

700 

2,450 

1,960 

1,240 

472 

159 

99 

72

66

Apr.

3,630 

3,500 

3,380 

3,380 

3,030

2,600 

2,350 

2,100 

1,960 

2,100

2,450 

2,700 

2,700 

2,920 

2,600

2,810 

4,170 

3,760 

3,760 

3,260

2,700 

2,300 

2,060 

2,300 

2,250

2,150 

2,150 

2,100 

2,010 

2,150

Mean

425 

1,600 

2,030 

2,570 

1,480 

6,000 

2,710 

2,060 

1,040 

274 

125 

86.9

1,700

May

3,140 

2,810 

2,400 

2,200 

2,010

1,880 

1,960 

2,060 

2,250 

2,460

2,250 

2,350 

2,300 

2,010 

1,700

1,600 

1,880 

2,010 

1,960 

2,250

2,200 

2,010 

2,300 

2,010 

1,600

1,400 

1,240 

1,240

2,150 

2,250 

1,880

Perse 

mi

June

1,650 

1,560 

1,480 

1,440 

1,280

1,200 

1,100 

1,030 

1,170 

1,400

1,520 

1,560 

1,650 

1,440 

1,240

1,000 

850 

800 

750 

750

800 

800 

700 

655 

610

590 

570 

630 

510 

472

[uare

1.57 

5.90 

7.49 

9.48 

5.46 

22.1 

10.0 

7.60 

3.84 

1.01 

.461 

.321

6.27

July

466 

420

472 

466

385

355 

331 

316 

298 

331

340 

295 

280 

295 

278

258 

245 

234 

223 

217

210 

202 

196 

190 

186

180 

178 

169 

167 

163 

159

Aug.

164 

149 

146 

142 

137

132 

131 

131 

143 

145

147 

140 

132 

129 

128

123 

118 

117 

116 

114

113 

110 

108 

106 

103

100 

99 

99 

103 

140 

126

Sept

111 

104 

100 

97 

96

95 

94 92 

90 

 87

86 

86 

85 

85 

83

82 

79 

76 

76 

99

100 

88 

86 

82 

79

76

75 

74 

73 

72

Ban-off

Inches

1.81 

6.68 

8.64 

10.93 

5.89 

25.48 

11.16 

8.76 

4.28 

1.16 

.63 

.36

85.68

Acre-feet

26,100 

95,200 

125,000 

158,000 

85,100 

309,000 

161,000 

127,000 

61,900 

16,800 

7,690 

5,170

1,240,000
WILLAMETTE RIVER BASIN 85

ALBANY POWER CANAL NEAE LEBANON, OREG.

LOCATION. Staff gage in SW^ sec. 2, T. 12 S., R. 2 W., one eighth of a mile

below spillway and 1 mile north of Lebanon. 

RECORDS AVAILABLE. April 1926 to September 1932. Comparable records

February to December 1919 at station near Albany. 

EXTBEMES. Maximum discharge during year, 302 second-feet Jan. 10 (gage

height, 3.52 feet); minimum, 99 second-feet Oct. 19.

1919, 1926-32: Maximum discharge, that of Jan. 10, 1932; probably almost

dry at times. 

REMARKS. Records fair. Gage read about three times a week; mean monthly

discharge is mean of discharges on days gage was read. This canal diverts

from South Santiam River at Lebanon and discharges into Calapooya River

at mouth. Lebanon Ditch discharges into canal just below canal intake.

Water is used for power and water supply at Albany. Gage-height record

furnished by Mountain States Power Co.

Discharge, in second-feet, 1981-82

Day

I .... .....

2.... .....-..

3 . . . .__

4-. ..........

5...............

6...............

7 

8 . _ ........

Q

18:::::::::::::::

11 

12 ,.. ..

13 

14.. ......

15 

16. .

17 

18 

19 

20 

21 

22 

23 .........

24 

25 

28 ...

27 

28 __

29 . ..

30 

31 

Oct.

159

139

139

120

139

120

103 

103

99

103

256- 

256

256

245

245

Nov.

245

201

190

256

245

256

245

245

256

223 

256

245

256

245

Dec.

245

267

267

256

245

256

267

267

223

234

245

223

245

Mouth Mean

April ........ ... 

165 

240 

249 

248 

250 

263 

272

Jan.

234

234

245

245

302 

245

234

256

256

245

245

234

245

245

Feb.

256

245

245

245

256

256

245

245

256

Bun-ottin 

acre-feet

10,100 

14,300 

15,300 

15,200 

14,400 

16,200 

16,200

Mar.

256 

267

278

245

256

245

290

246

245

278

290

Apr.

245

245

267

278

278

278

290

290

278

278

278 

267

267

267

May

278

278

278

278

278

278

278

278

278

278

278

267

267

June.

267

278

267

267

278

278

278

278

278

278

278

278

267

Month

July. - _ -- - _-

August 

Septeru

T

ber

tie year

July

267

267

267

267

245

245

245 

245

223

223

212

190

190

190

Mean

276 

275 

234 

163 

122

230

Aug.

179

179

179

179

179

169

159

129

159

159

129

159

Sept.

159

159

139

129

111

WO

120

'"Hi

103 

""i29

103

103 

""l03

Kiln-off in 

acre-feet

17,000 

16,400 

14,400 

10,000 

7,260

167,000
86 SURFACE WATER SUPPLY, 1932, PART 12 C

YAHHILL RIVER AT LAFAYETTE, OJUG.

LOCATION. Staff gage in sec. 7, T. 4 S., R. 3 W., above Government locks 1 mile

southeast of Lafayette. Zero of gage is 67.80 feet above mean sea level. 

DRAINAGE AREA. 728 square miles. 

RECORDS AVAILABLE. October 1928 to September 1932 (discontinued). Records

of stage below locks October 1908 to September 1914. 

EXTREMES. Maximum discharge during year, about 22,700 second-feet Jan. 20

(gage height, 22.38 feet); minimum not determined.

1928-32: Maximum discharge (estimated). 27,000 second-feet Apr. 2, 1931

(gage height, 30.0 feet); minimum, 35 second-feet Sept. 19-23, 26, 1929, Sept.

3, 4, 1931.

Maximum stage known, 40.7 feet Jan. 9, 1923 (discharge not determined). 

REMARKS. Records fair except those estimated Oct. 16-22, Mar. 19-31, May

15, June 27 to Sept. 30, which are poor. No diversions or regulation above

station. Gage-height record furnished by Engineer Corps, United States

Army.

Discharge, in second-feet, 1981-82

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 

Oct.

94 

121 

112

98 

98

114 

165 

135 

117 

112

109 

109 

98 

95

117

110

920 

1,000 

840

1,660 

1,460 

1,870 

1,760 

1,180 

840

Nov.

620 

530 

445 

390 

335

310 

390 

1,660 

1,980 

5,200

4,540 

2,700 

1,760 

1,760 

2,440

1,870 

3,360 

5,730 

6,500 

8,800

8,950 

7,290 

4,380 

2,960 

2,320

2,090 

1,660 

1,270 

1,180 

1,090

Dec.

1,000 

920 

1,460 

4,230 

3,220

2,700 

2,570 

4,230 

3,220 

2,700

2,700 

2,200 

2,090 

2,090 

1,760

1,660 

3,360 

6,300 

6,300 

7,470

8,330 

7,830 

7,100 

7,470 

9,100

8,330 

9,800 

9,800 

8,800 

7,650 

9,240

Month

October.... ____________

May... ....... . : 

July......... .... 

Jan.

9,380 

9,940 

8,000 

5,730 

4,080

3,500 

3,220 

2,700 

3,220 

3,930

5,370 

6,500 

7,470 

5,910 

4,700

4,080 

5,200 

13,800 

21,400 

22,700

17,000 

11,300 

7,290 

5,200 

3,930

3,220 

3,360 

3,640 

3,500 

3,500 

3,500

Maximum

1,870 

8,950 

9,800 

22,700 

7,470 

8,490 

5,030 

2,320 

445

22,700

Feb.

2,830 

2,090 

1,980 

1,870 

1,870

1,760 

2,570 

2,700 

4,380 

6,100

7,470 

7,470 

7,100 

6,900 

4,700

3,930 

3,090 

2,700 

2,320 

2,090

2,960 

2,570 

2,440 

2,320 

2,440

2,960 

5,910 

5,030 

3,930

Mar.

3,500 

3,500 

3,500 

3,090 

3,090

6,700 

8,490 

5,910 

4,540 

3,360

3,360 

3,090 

2,960 

2,960 

2,440

2,320 

4,380 

7,470

6,-160

Minimum

94 

310 

920 

2,700 

1,760 

2,320 

1,270 

390 

165

Apr.

4,540 

3,500 

3,090 

2,830 

3,930

5,030 

4,380 

3,640 

3,090 

2,830

2,320 

2,200 

1,980 

1,870 

1,760

1,560 

1,760 

3,500 

3,360

4,700

4,380 

3,500 

3,090 

2,700 

2,320

2,090 

1,760 

1,560 

1,460 

1,270

Mean

448 

2,820 

5,020 

6,980 

3,670 

4,990 

2,870 

832 

260 

142 

79.0 

65.0

2,350

May

1,360 

2,320 

2,090 

1,660 

1,460

1,270 

1,180 

1,090 

920 

920

840 

800 

760 

690 

620

560 

500 

500 

560 

560

620 

560 

500 

500

445

445 

445 

390 

390 

390 

445

Pers<

mi

June

418 

390 

445 

445 

390

390 

362 

335 

325 

295

276 

249 

232 

232 

193

193 

200 

193 

193 

200

200 

200 

200 

165 

186

182 

180 

178 

176 

176

luare

0.615 

3.87 

6.90 

9.59 

5.04 

6.85 

3.94 

1.14 

.357 

.195 

..109 

.089

3.23

July

142

Aug.

. 79

Sept.

65

Ban-off

Inches

0.71 

4.32 

7.96 

11.06 

5.44 

7.90 

4.40 

1.31 

.40 

.22 

.13 

.10

43.95

Acre-feet

27,500 

168, 000 

309,000 

429,080 

211,600 

307,000 

171,000 

51,200 

15,500 

8,730 

4,860 

3,870

1, 710, 000
WILLAMETTE RIVER BASIN 87

HASKINS CREEK HEAR McMDINVIIll, OEIG.

LOCATION. Water-stage recorder in NEJ4 sec. 13, T. 3 S., B. 6 W., 300 feet 

upstream from flow line of McMinnville water-supply reservoir and 11 miles 

northwest of McMinnville.

DRAINAGE ABEA. 5.7 square miles.

RECOBDS AVAILABLE. October 1928 to September 1932.

EXTBEMES. Maximum discharge during year, 227 second-feet Jan. 18 (gage 

height, 2.69 feet); minimum, 1.1 second-feet Sept. 16, 17 (gage height, 0.56 

foot).

1928-32: Maximum discharge, 610 second-feet Mar. 31, 1931 (gage height, 

4.00 feet); minimum, that of Sept. 16,17,1932.

REMABKS. Records good. No diversions or regulation above station. Gageheight record furnished by city of McMinnville.

Discharge, in second-feet, 1981-88

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 ..........

36. . 

27. .. 

28 .

29. .

30 

31.. ___ .. .....

Oct.

1.8 

1.6 

1.4 

2.2 

4.3

2.4 

1.8 

1.5 

1.4 

1.5

1.4 

1.7 

1.8 

1.8 

1.7

1.5 

2.1 

2.4 

2.1 

2.0

4.9 

18 

14 

14 

24

21 

33 

31 

20 

14 

11

Nov.

9.2 

8.0 

7.0 

6.4

5.7

8.3 

28 

41 

84 

66

41 

29 

29 

29 

27

41 

60 

61 

160 

116

74 

54 

41 

32 

29

25 

22 

20 

18 

16

Dec.

16 

17 

30 

25 

22

22 

38 

36 

31 

29

26 

24 

23 

20 

18

21 

64 

84 

102 

106

89 

75 

95 

109 

112

117 

122 

109 

82 

92 

103

Jan.

95 

83 

70 

61 

56

52 

47 

44 

56 

53

93 

96 

76 

64 

53

52 

135 

218 

196 

151

124 

102

86 

75 

66

60 

50 

43 

40 

36 

33

Month Maximum

November __________ ...

December .........................

January. _________ . .

February ________ . _ . ...

March ______________

April... ...-.-....-.........

May 

Jane. _______________

July . ..........................

September ____________

The year. ................

33 

160 

122 

218 

149 

132 

86 

33 

9.4 

4.5 

2.7 

2.2

218

Feb.

31 

27 

26 

24 

23

24 

27 

32 

46 

55

61 

58 

51 

45 

40

36 

32 

30 

28 

38

48 

46 

45 

50 

67

149 

138 

116 

107

Mar.

98 

91 

82 

75 

128

151 

119 

95 

80

72

64 

56 

50 

45 

42

52 

91 

114 

106 

86

71 

62 

66 

132 

132

114 

98 

103

95 

84 

76

Minimum

1.4

5.7 

16 

33 

23 

42 

30 

8.9 

3.8 

2.5 

1.4 

1.2

1.2

Apr.

67 

61 

56 

71 

86

75 

67 

60 

52 

50

48 

45 

43 

41 

39

38 

46 

46 

72 

64

55 

47 

43 

40 

37

34 

34 

33 

31 

30

Mean

7.85 

39.6 

60.0 

79.5 

51.7 

88.1 

50.4 

16.3 

5.90 

3.46 

1.96 

1.36

33.9

May

32 

33 

31 

29 

28

23 

20 

19 

18 

17

16 

15 

15 

15 

14

13 

13 

13 

14 

13

13 

12 

12 

12 

11

10 

9.4 

8.9 

9.4 

9.2 

8.9

Per s 

m.

June

8.6 

9.4 

8.9 

8.0

7.8

7.5 

7.5 

7.2 

6.7 

6.4

6.0 

6.0

5.7 

5.7 

5.4

5.4 

5.4 

5.4

5.7 

5.2

5.0 

4.7 

4.5 

4.5 

4.3

4.3 

4.1 

4.1 

3.9 

3.8

quare

1.38 

6.95 

10.5 

13.9 

9.07 

15.5 

8.84 

2.86 

1.04 

.607 

.344 

.239

5.95

July

3.6 

3.6 

4.5 

4.3 

3.8

3.6 

3.8 

3.6 

3.6 

4.1

4.1 

3.8 

4.1 

4.3 

4.3

4.1 

3.8 

3.6 

3.4 

3.4

3.0

2.8 

2.8 

2.7 

2.8

2.7 

2.7 

2.5 

2.7 

2.7 

2.5

Aug.

2.4 

2.2 

2.1 

2.0 

1.8

1.7 

1.7 

2.0 

2.2 

2.5

2.7 

2.5 

2.4 

2.1 

2,1

1.8 

2.0 

2.0 

2.0 

2.1

2.2 

2.1 

1.8 

1.7 

1.5

1.5 

1.5 

1.4 

1.4 

1.7 

1.8

Sept.

1.8 

1.7 

1.4 

1.3 

1.4

1.4 

1.4 

1.3 

1.2 

1.2

1.2 

1.4 

1.3 

1.2 

1.2

1.2' 

1.2 

1.2 

1.5 

2.2

1.7 

1.8 

1.3 

1.3 

1.3

1.8 

1.2 

1.2 

1.2 

1.2

Eun-ofi

Inches

1.59 

7.75 

12.11 

16.03 

9.78 

17.87 

9.86 

3.30 

1.16 

.70 

.40 

.27

80.82

Acre-feet

483 

2,360 

3,690 

4,890 

2,070 

5,430 

8,000 

1,000 

351 

213 

121 

81

24,600
88 SURFACE WATER SUPPLY, 1932, PART 12 C

HOIALLA EIVEE NEAR CANBY, OBEG.

LOCATION. Staff gage in NE>4 sec. 9, T. 4 S., R. 1 E., at bridge \% miles south

of Canby. Zero of gage is 104:56 feet above mean sea level by 1929 general

adjustment.

DRAINAGE AREA. 323 square miles. 

RECORDS AVAILABLE. August 1928 to September 1932. 

EXTREMES. Maximum discharge during year, 11,000 second-feet Mar. 19

(gage height, 9.6 feet); minimum, 48 second-feet Sept. 28-30.

1928-32: Maximum discharge, 22,300 second-feet Mar. 31, 1931 (gage

height, 14.7 feet); minimum, 41 second-feet Sept. 12, 1929. 

REMARKS. Records good. A few small irrigation diversions above gage.

Discharge, in second-feet, 1931-32

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...... .........

Oct.

79

77 

71 

66

82

170 

119 

94

82 

77

68 

63 

66 

66 

60

60 

55

58 

71 

66

71 

358 

490 

630 

595

320 

700 

1,060 

940 

630 

430

Nov.

331 

310 

295 

270 

221

193 

780 

1,960 

1,760 

2,300

1,560 

1,110 

940 

1,470 

1,200

1,290 

2,820 

3,100 

2,550 

4,320

2,550 

1,860 

1,470 

1,200 

1,060

1,060 

860 

780 

700 

630

Dec.

595 

630 

940 

1,380 

1,200

1,060 

1,200 

1,200 

1,110 

1,060

980 

860 

900 

860 

740

740 

1,160 

2,300 

2,420 

5,650

4,800 

3,400 

2,550 

3,250 

2,550

2,300 

2,550 

2,300 

1,860 

1,860 

3,850

Month

December.. ____________

February .........................

April..............................

May........... ...................

June ________________

July...............................

August

September... ___________

Jan.

3,400 

2,550 

2,070 

1,860 

2,180

2,070 

1,860 

1,660 

2,180 

2,300

2,420 

4,800 

3,100 

2,180 

1,860

1,660 

1,960 

4,970 

5,310 

3,400

2,550 

2,070 

1,660 

1,290 

1,290

1,200 

1,200 

1,110 

1,110 

1,200 

1,160

Maximum

1,060 

4,320 

5,650 

5,310 

4,160 

9,750 

2,550 

1,860 

1,160 

285 

94 

85

9,750

Feb.

980 

900 

740 

740 

780

980 

1,660 

1,380 

1,760 

1,860

1,760 

1,760 

1,760 

1,380 

1,200

1,060 

940 

860 

780 

740

740 

740 

740 

1,110 

1,760

3,250 

4,160 

4,000

2,820

.......

Mar.

2,420 

2,420 

2,180 

1,960 

1,960

4,800 

4,970 

3,850 

2,820 

2,300

1,960 

1,660 

1,110 

1,060 

2,070

1,960 

5,650 

7,250 

9,750 

4,970

3,850 

2,820 

2,300 

3,700 

4,000

3,250 

2,960 

4,160 

4,320 

3,100 

2,550

Minimum

55 

193 

595 

1,110 

740 

1,060 

1,380 

630 

217 

91 

68 

48

48

Apr

2,420 

2,180 

1,960 

1,860 

1,760

1,560 

1,560 

1,470 

1,380 

1,380

1,470 

1,560 

1,560 

1,760 

1,660

1,560 

2,300 

2,550 

2,420 

2,550

2,180 

2,070 

1,860 

1,960 

2,070

1,860 

1,860 

1,760 

1,470 

1,470

Mean

251 

1,360 

1,880 

2,250 

1,490 

3,360 

1,850 

1,140 

586 

145 

77.4 

63.7

1,210

May

1,760 

1,860 

1,560 

1,560 

1,380

1,290 

1,290 

1,200 

1,110 

1,290

1,290 

1,200 

1,160 

1,060 

940

860 

860 

940 

940 

1,200

1,200 

1,060 

1,020 

1,110 

940

820 

700 

665 

630 

1,290 

1,200

Perse 

m

June

1,160 

1,060 

940

860 

860

860 

780 

700 

700 

780

820 

820 

740 

700 

630

560 

490 

430 

370 

375

353 

375 

364 

820 

295

275 

252 

252 

234

217

r16

0.777 

4.21 

5.82 

6.97 

4.61 

10.4 

5.73 

3.53 

1.81 

.449 

.240 

.197

3.75

July

205 

193 

285 

252 

209

193 

177 

162 

147 

147

155 

162 

155 

133 

162

140 

133 

133 

126 

119

116 

112 

100 

100 

100

100 

100 

97 

97 

100 

91

Aug.

88 

88 

85 

82 

74

71

68 

71 

71 

82

94 

94 

85 

82 

79

79

79 

79 

74 

74

74 

74 

77 

74 

71

68 

68 

68 

71

74

82

Sept.

82 

85 

79 

79

82

77 

77 

74 

74 

71

60

58 

60

58 

5S

60 

60 

60 60-

55-

63 

66- 

58 

53. 

53.

53. 

53.

48- 

48- 

48.

Run-off

Inches

0.90 

4.70 

6.71 

8.04 

4.97 

11.99 

6.39 

4.07 

2.02 

.52 

.28 

.22

50.81

Acre-feet

15,400- 

80,900- 

116, OOa 

138,000 

85,70a 

207,000 

110,000 

70,100 

34,900 

8,920 

4,760 

3,790

. 875,000
WILLAMETTE EIVER BASIN 89

BUDDING RIVBB AT AURORA, ORES.

LOCATION. Staff gage in SE% sec. 12, T. 4 S., R. 1 W., at highway bridge at

Aurora, half a mile above mouth of Mill Creek. Zero of gage is 76.79 feet

above mean sea level, 1929 general adjustment. 

DRAINAGE AREA. 493 square miles. 

RECORDS AVAILABLE. October 1928 to September 1932. 

EXTREMES. Maximum discharge during year, 5,500 second-feet Jan. 20 (gage

height, 16.5 feet); minimum, 54 second-feet Sept. 30 (gage height, 0.45 foot). 

1928-32: Maximum discharge, 9,950 second-feet Apr. 1, 1931 (gage height,

21.4 feet); minimum, 48 second-feet Oct. 2, 1929.

Maximum known stage, 25.0 feet Jan. 9, 1923 (discharge, about 14,500

second-feet). 

REMARKS. Records good. Discharge estimated Nov. 26, July 22-27. No

diversions or regulation above station.

Discharge, in second-feet, 1981-82

Day

I... .........

2 __ .. ____ ..

3.. .... __ ..

4 ____ . ......

5 .

6 . .

7 _ ... _ ......

8 ...... ......

9..... ... .

10.

11... .........

12.

IS..-..-.-.-.-...

14.. ____ .....

15... - .......

18 ............

17

18. __ ......

19 __ . ____ ..

20 ____ ..

21 . ___ .....

22... ____ .

23

24 ............

26....... ........

26

27 _ ........ ....

28- 

29...... _____

80- ..........

81..... .......

Oct.

70 

69 

72 

72

78

87 

103 

137 

104 

93

87 

78 

76 

78 

75

76

78 

78 

75 

78

78 

93 

209 

420 

440

500 

540 

624 

688 

603 

480

Nov.

400 

310 

282 

282 

272

236 

254 

960 

1,540 

1,880

2,160 

1,810 

1,390 

1,210 

1,420

1,480 

2,020 

3,230 

3,650 

4,080

4,300 

4,210 

3,780 

3,100 

2,160

1,850 

1,540 

1,420 

1,140 

1,040

Dec.

913 

844 

821 

1,240 

1,750

1,600 

1,390 

1,630 

1,720 

1,600

1,510 

1,480 

1,450 

1,420 

1,360

1,240 

1,140 

2,090 

2,980 

3,910

4,660 

4,960 

4,710 

4,390 

4,300

4,260 

4,260 

4,390 

4,260 

3,820 

4,300

Month

December.. .

February

April ...... .....................

May

JlllW.. _..-.., ... .

July.. .......... ... .. ___ ....

August .

The year

Jan.

5,320 

5,140 

4,570 

4,170 

3,690

2,940 

2,380 

2,080 

1,950 

2,090

2,580 

3,350 

3,430 

3,230 

2,580

2,230 

2,300 

4,040 

5,320 

5,440

5,200 

4,860 

4,430 

3,600 

2,540

2,120 

1,980 

2,230 

2,230 

2,230 

 2,200

Maximum

688 

4,300 

4,960 

5,440 

3,270 

5,330 

2,960 

1,410 

658 

151 

98 

67

5,440

Feb.

2,120 

1,880 

1,600 

1,720 

1,390

1,510 

1,840 

2,700 

2,700 

2,860

3,180 

3,270 

3,100 

2,780 

2,300

2,020 

1,720 

1,480 

1,390 

4,270

1,180 

1,160 

1,110 

1,080 

1,270

1,540

2,380 

2,860 

2,900

Mar.

2,540 

2,200 

2,260 

2,230 

1,980

2,540 

3,910 

4,040 

3,560 

3,080

2,420 

2,230 

1,980 

1,750 

1,980

2,160 

2,860 

4,040 

6,080 

5,330

5,150 

4,830 

4,600 

4,130

4,000

4,000 

3,720 

3,440 

3,520 

3,680 

3,440

Minimum

69 

236 

821 

1,950 

1,080 

1,750 

1,140 

474 

143 

87 

61 

54

54

Apr.

2,960 

2,590 

2,230 

1,960 

1,900

2,030 

2,030 

2,100 

2,060 

1,830

1,580 

1,380 

1,300 

1,300 

1,330

1,280 

1,330 

1,500 

1,670 

1,900

2,200 

2,000 

1,770 

1,770 

1,770

1,640 

1,470 

1,360 

1,250 

1,140

Mean

205 

1,780 

2,590 

3,300 

2,010 

3,310 

1,750 

744 

332 

123 

74.6 

60.0

1,360

May

1,190 

1,410 

1,300 

1,170 

1,070

980 

914 

870 

826

784

742 

721 

700 

637 

595

574 

534 

494 

494 

534

595 

637 

658 

658 

637

554 

514 

474 

474 

616 

700

Pers< 

mi

June

658 

616 

554 

514 

494

494 

474 

474 

436 

417

379 

360 

379 

322 

304

295 

277 

259 

250 

233

224 

216 

199 

191

175

167 

159 

159 

151 

143

luare

O

a 416 

3.61 

5.25 

6.69 

4.08 

6.71 

3.55 

1.51 

.673 

.249 

.151 

.122

2.76

July

135 

135 

143 

151 

151

151 

143 

128 

120 

120

118 

120 

143 

151 

151

151 

143 

135 

126 

120

118 

100

92 

94 

90

87

Aug.

84 

81 

81 

76 

72

72 

72 

69 

69 

67

71 

84 

96 

98 

90

81 

80 

75 

71 

74

76 

82 

74 

72 

68

67 

65 

62 

61 

61 

62

Sept.

64 

65 

65 

67 

61

62 

62 

61 

60 

58

60 

58 

60 

61 

61

62 

61 

61 

58 

58

£8 

57 

58 58 

60

60 

58 

58 

55 

54

Run-off

Inches

0.48 

4.03 

6.05 

7.71 

4.40 

7.74 

3.96 

L74 

.75 

.29 

.17 

.14

37.46

Acre-feet

12,600 

106,000 

159,000 

203,000 

116,000 

204,000 

104,000 

45,700 

19,800 

7,560 

4,590 

3,570

986,000
90 SURFACE WATER SUPPLY, 1932, PAET 12 C

TUAIATOT RIVER NEAR WILLAMETTE, OREG.

LOCATION. Staff gage in 8W% sec. 34, T. 2 S., R. 1 R, 300 feet above county 

bridge and 1 mile northwest of Willamette.

DRAINAGE AREA. 710 square miles.

RECORDS AVAILABLE. July 1928 to September 1932.

EXTREMES. Maximum discharge during year, 8,200 second-feet Jan. 22, 23 

(gage height, 10.45 feet); minimum, 4 second-feet July 25, 26, Sept. 4-8 (gage 

height, 0.34 foot).

1928-32: Maximum discharge, that of Jan. 22, 23, 1932; minimum, 2 secondfeet Aug. 14-21, 1928 (gage height, 0.25 foot).

REMARKS. Records good except those for Oct. 1-20 and those below 10 secondfeet, which are fair. Oswego Canal diverts from Tualatin River above station 

and returns water to Willamette River below station. Some regulation in 

low-water season by flashboards on crest of Oswego Canal diversion dam.

Discharge, in second-feet, 19S1-S2 .

Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept.

7-

8..

9.. 

10-

21..

22..

23..

26.

27.

28.

29. 

30- 

81.

32

30

31

32

31

29

31

32

32

34

37

43

117

192

305

340

465

532

555

555

340

340

225

180

132

122

122

128

270

760

1,410

1,620

1,690

1,620

1,230

870

815

1,170

1,620

2,150

2,820

2,910

3,000

3,000

3,000

2,640

2,390

1,480

1,350

1,110

930

815

760

760

990

1,230

1,230

1,230

1,410

1,760

1,830

1,830

1,760

1,690

1,690

1,550

1,290

1,550

2,470

3,380

3,790

4,230

4,350

4,470

4,590

4,950

5,190

5,580

6,100

6,490

6,770

7,330

7,470

7,330

7,190

6,490

5,070

4,830

4,710

4,470

4,120

3,480

3,480

3,280

3,380

3,280

3,280

3,380

6,320

5,970

6,630

7,330

8,200

8,200

7,910

7,190

6,230

5,710

4,950

4,350

3,790

3,280

2,730

2,550

2,390

1,990

1,550

1,410

1,290

1,830

2,230

2,550

2,820

3,280

3,480

3,480

3,380

3,280

3,180

3,000

2,730

2,470

2,230

2,070

2,070

2,070

2,070

2,150

2,310

2,550

2,820

3,180

3,380

3,380

3,380

3,480

4,010

4,230

4,230

4,230

4,230

4,120

3,900

3,580

3,280

3,000

2,820

2,820

3,180

3,680

3,680

3,480

3,280

3,180

3,380

3,380

3,480

3,580

3,790

4,010

4,010

3,900

3,790

3,280

3,090

2,910

2,730

2,730

2,640

2,640

2,470

2,310

2,150

1,910

1,690

1,550

1,480

1,480

1,620

1,830

2,070

2,150

2,150

2,150

2,070

1,910

1,690

1,550

1,410

1,290

1,170

1,170

1,230

1.230

1,230

1,110

1,050

990

930

870

815

760

705

705

655

630

580

680

532

610

510

532

532

532

488

465

442

420

400

400

400

400

380

400

380

400

380

360

340

340

322

288

270

255

240

240

225

210

207

210

210

207

207

201

195

186

178

178

178

178

178

183

183

183

183

186

189

183

172

168

160

150

150

150

155

155

165

148

140

136

115

101

16

22

20

26

28

26

24

21

21

21

24

30

50

71

54

42

34

32

32

30

26

26

71

142

84

60

61

46

40

10

10

9

9

9

11

15

16

14

13

12

11

10

Month

Elver only

MaximiiTn

Minimum Mean

Run-off 

in acrefeet

River and Oswego Canal (combined)

MaximumMinimum Mean

Per

square

mile

Run-off

Inches Acrefeet

October. 

NovemberDecember.. 

January 

FebruaryMarch. - 

AprilMay... . 

June.......

July........

August 

September.

The year.

565

3,000

7,330

8,200

3,480

4,230

3,790

1,230

400

189

142

16

8,200

21

122

760

3,280

1,290

2,820

1,170

400

178

4

14

4

133

1,370

3,000

5,280

2,480

3,590

2,180

703

262

118

39.1

8.5

1,600

8,180

81,500

184,000

325,000

143,000

221,000

130,000

43,200

15,600

7,260

2,400

506

1,160,000

637

3,130

7,530

8,440

3,600

4,380

8,910

1,280

421

216

175

73

8,440

76

185

835

3,350

1,290

2,920

1,220

427

205

53

47

60

47

193

1,470

3,100

5,430

2,510

3,710

2,270

743

286

152

92.6

63.3

1,670

0.272

2.07

4.37

7.65

3.64

5.23

3.20

1.05

.403

.214

.130

2.36

0.31

2.31

5.04

8.82

3.82

6.03

3.67

1.21

.46

.25

.15

.10

32.06

11> 900 

87,500 

191,000 

334,000 

144,000 

228,000

45,700

17,000

9,350

5,690

8,770

1,210,000
WILLAMETTE RIVER BASIN 91

OSWBGO CAHAI, HEAR OSWEQO, OBEG.

LOCATION. Staff gage in SWJ£ sec. 17, T. 2 S., R. 1 E. 3 miles southwest of

Oswego. 

RECORDS AVAILABLE. October 1928 to September 1932. 

EXTREMES. Maximum discharge during year, 238 second-feet Jan. 23, (gage

height, 7.80 feet); minimum (estimated), 2 second-feet Feb. 3-8.

1928-32: Maximum discharge, 258 second-feet Apr. 4, 12,1931 (gage height,

8.20 feet); minimum, that of Feb. 3-8, 1932. 

REMARKS. Records fair Nov. 18 to Apr. 11; others poor. Oswego Canal diverts

from Tualatin River in NWJ4 sec. 20, three quarters of a mile above gage;

diversion dam on Tualatin River is in NEJ£ sec. 33, 2% miles by river below

canal.

Discharge, in second-feet, 19S1-S2

Day

1 ____ .

2 __ .... ___

3 - 

4 ________

5 ... ... ...

6. ...........

7 ... ... ... ...

8.. ..........

91. _____ - ...

10 .

11. 

12.. .

13 _ . __ - .... .

14 

15 . ..... ..

16 _ ..... .......

17 

18 

19 ___ . ..._...

20 

21 

22 ____ . .......

23, __

24 

25 ____ . .......

28.-* 

27 

28. . .

29 

SO 

31 

Oct.

61 

69 

57 

69 

59

57 

57 

55 

51 

51

51 

49 

49 

49 

49

47 

47 

49 

49 

49

49 

53 

59 

61 

80

80 

80 

80 

82

82 

82

Nov.

63 

63 

63 

63 

63

63 

90 

104 

106 

101

104 

106 

95 

98 

69

57 

61 

106 

121 

137

134 

134 

128 

128 

121

121 

118 

118 

115

106

Dec.

106

- 75 

80 

85

87

90 

90 

90

72 

72

75

75 

72 

72 

70

70 

72 

80 

93 

95

98 

115 

106 

115 

128

134 

144 

163 

180 

180 

198

Jan.

208 

198 

198 

189 

167

155 

148 

134 

106 

101

104 

104 

101 

101 

104

104

121 

134 

155 

171

198 

218 

238 

223 

193

184 

159 

159 

131 

98 

72

Feb.

61 

59

2

4 

9

11 

14 

20 

20 

20

17

15 

11 

10

7

6

5 

6 

77 

80

80 

98 

98 

101

Month

October - .

March ............................................ April-.. .... ... ......... .... ... 

May 

July __ _ ., .

September «..

The year..

Mar.

112 

112 

115 

115 

121

148 

148 

137 

137 

137

134 

128 

104 

98 

104

101 

101 

104 

112

112

109 

104 

98 

112 

112

115 

115 

124 

128 

128 

124

Apr.

121 

144 

. 144 

134 

121

98 

93 

118 

115 

106

80 

72 

66 

63 

61

57 

59 

63 

70

75

77 

80 

77 

72 

72

66 

61 

57 

53

51

Maximum

82 

13? 

198 

238 

101 

148 

144 

49 

29 

63 

68 

59

238

May

47 

47

47 

47 

47

47 

47 

49 

47 

43

43 

39 

37 

33 

43

33 

33 

32 

30 

33

39 

37 

35 

35 

35

35 

35 

35 

32 

32 

27

June

21 

21 

21 

21 

21

23 

23 

19 

14 

14

19 

23 

23 

27 

27

27 

27 

15 

27 

27

29 

29 

29 

29 

29

27 

27 

27 

27 

29

Minimum

47 

67 

70 

72

98 

61 

27 

14 

21 

25 

41

July

23 

23 

23 

23 

23

27 

27 

27 

27 

27

29 

27 

27 

29 

25

21 

25 

29 

27 

29

29 

29 

29 

49 

49

59 

59 

' 69 

59 

61 

63

Mean

59.4 

98.2 

103 

151 

20. 9 

118 

84.2 

38.7 

24.1 

34.3 

63.5 

54.8

70.9

Aug.

66 

68 

68 

66 

66

66 

66 

63 

63 

66

66 

66 

68 

63 

69

59 

59 

59 

Sf 

57

57 

57 

45 

33 

30

27 

25 

25 

25 

29 

33

Sept.

41 

43

47 

51 

51

63 

65 

65 

65 

63

65 

65

57 

57 

57

57 

57 

67 

5? 

67

67 

57 

57

57 

67

57 

67 

67 

69 

69

Kun-off in 

acre-feet

3,650 

6,840 

6,830 

9,280 

1,670 

7,260 

6,010 

2,380 

1,430 

2,110 

3,896 

3,260

61,600

174920-33 7
92 SURFACE WATER SUPPLY, 1932, PART 12 C 

CIACKAMAS RIVER AT BIG BOTTOM, OEEG,

LOCATION. Water-stage recorder in SEJ4 sec. 26, T. 6 S., R. 7 E., just below Pot

Creek at lower end of Big Bottom, half a mile above proposed dam site, and

28 miles southeast of Estacada. 

DRAINAGE AREA. 132 square miles. 

RECORDS AVAILABLE. April 1920 to September 1932. 

EXTREMES. Maximum discharge during year, 2,150 second-feet Mar. 18 (gage

height, 4.87 feet): minimum, 194 second-feet Oct. 1-3, 16-20 (gage height,

1.27 feet).

1920-32: Maximum discharge, 6,750 second-feet Mar. 31, 1931 (gage

height, 8.28 feet); minimum, 190 second-feet on several days in August and

September 1931 (gage height, 1.25 feet). 

REMARKS. Records fair. Discharge estimated Feb. 16 to Mar. 2, Mar. 24 to

Apr. 4. No regulation or diversions above station. Field data furnished by

Portland General Electric Co.

Discharge, in second-feet, 1931-32

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 

Oct.

194 

194 

194 

197 

208

203 

199

197 

197 

197

197 

197 

197 

197 

197

194 

194 

194 

194 

194

199 

293 

' 345 

303

275

287 

293 

322 

290 

258 

244

Nov.

236 

230 

225 

220

218

215 

266 

352 

322 

322

287 

266 

264 

284 

269

278 

319 

309 

359 

394

322 

290 

272 

264 

261

252 

244 

238 

236 

233

Dec.

228 

230 

236 

236 

233

228 

244 

238 

233 

233

230 

225 

228 

220 

218

225 

328 

431 

427 

495

515 

455 

415 

431 

401

384 

380 

359 

338 

338 

356

Jan.

359 

335 

322 

325 

332

342 

338 

332 

467 

483

620 

770 

600 

502 

466

427 

424 

580 

600 

521

466 

430 

406 

385 

368

355 

348 

336 

326 

317 

308

. Month Maximum

January

July345 

394 

515 

770

1,920 

910 

' 990 

695 

330 

241 

231

1,920

Feb.

291 

294

285 

285 

277

279 

282 

279 

274 

274

268 

265 

260 

252 

252

323

Mar.

460 

440 

420 

402 

410

521

560 

521 

484 

448

430 

410 

396 

406 

424

441 

850 

1,600 

1,920 

1,430

1,050 

878 

770

1,080

Minimum

194 

215 

218 

308

396 

540 

600 

339 

241 

226 

217

194

Apr.

910 

880 

820 

770 

720

670 

622 

580 

560

540

560 

600 

645 

720 

695

720 

850 

878 

850 

795

695 

645 

600 

600 

600

600 

622 

645 

645 

670

Mean

227 

275. 

314 

425 

298 

784 

690 

796 

531 

278 

234 

220

423

May

770 

795 

745 

720 

695

720 

745 

770 

795 

905

878 

905 

960 

905 

822

770 

795 

878 

878 

990

932 

822 

770 

770 

695

645 

622 

600 

822 

822 

720

Perse 

mi

June

695 

670 

670 

670 

622

600 

560 

540 

560 

622

645 

670 

670 

670 

622

560

521 

484 

466 

448

448 

448 

438 

420 

402

388 

368 

358 

348 

339

[uare

1.72 

2.08 

2.38 

3.22 

2.26 

5.94 

5.23 

6.03 

4.02 

2.11 

1.77 

1.67

3.20

July

330 

323 

326 

320 

305

300 

297 

291 

285 

294

291 

285 

285 

285 

282

277 

247 

271 

271 

268

265 

260 

257 

257 

254

249 

247 

347 

244 

244 

241

Aue.

236 

239 

239 

236 

236

236 

234 

234 

236 

241

241 

239 

236 

236 

236

234 

234 

231 

231 

231

231 

231 

231 

229 

229

226 

228 

226 

231 

236 

231

Sept.

231 

229 

226 

226 

224

222 

220 

220 

217 

217

217 

217 

217 

217 

217

217 

217 

217 

220 

222

. 222 

220 

220 

220 

220

220 

217 

217 

217 

217

Run-off

Indies

l".98 

2.32 

2,74 

3.71 

2.44 

6.85 

5.84

- --a; 85

4.48 

2.43 

2.04 

1.86

43.64

Acre-feet

14,000 

16,400 

19,300 

26,100 

17,100 

48,200 

41,100 

48, 900 

31,600 

17,100 

14,400 

13,100

307,000
WILLAMETTE RIVER BASIN

CLACKAMAS EIVEE ABOVE THREE LYNX CBEEK, OBEG.

93

LOCATION. Water-stage recorder in'NEJ4 sec. 21, T. 5 S., R. 6 E., a quarter of a 

mile above Three Lynx Creek and 17 miles southeast of Estacada. Zero of 

gage is 1,098 feet above mean sea level.

DBAINAGB AREA. 488 square miles.

RECORDS AVAILABLE. October 1911 to December 1913; October 1921 to September 1932.

EXTREMES. Maximum discharge during year, 16,400 second-feet Mar. 18 (gage

height, 9.86 feet); minimum, 526 second-feet Oct. 15 (gage height, 0.63 foot).

1911-13, 1921-32: Maximum discharge, 34,800 second-feet Mar. 31, 1931

(gage height, 15.5 feet); minimum discharge, 375 second-feet Aug. 10, 16,

1924; minimum gage height, 0.63 foot Oct. 15, 1931.

REMARKS. Records good except those estimated Oct. 1, Aug. 11 to Sept. 2, and 

those above 10,000 second-feet, which are fair. Water diverted from Oak 

Grove Fork is used in power plant on Clackamas River just above station. 

Field data furnished by Portland General Electric Co.

Discharge, in second-feet, 19S1-S2

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

80... .........

31. 

Oct.

590 

594 

594 

598 

630

594

582 

574 

562 

558

550 

554 

550 

550 

550

546 

550 

554

558 

574

586 

950 

1,180 

1,140 

1,010

1,140 

1,240 

1,680 

1,430 

1,100 

980

Nov.

830 

780 

740 

720 

740

695 

1,040 

1,510 

1,640 

1,550

1,280 

1,100 

1,180 

1,320 

1,140

1,350 

1,100 

1,770 

2,190 

2,570

1,820 

1,470 

1,350 

1,140 

1,100

1,010 

950 

920 

860 

860

Dec.

830 

830 

890 

950 

920

890 

1,010 

1,010 

950 

950

890 

860 

830 

805

770

755 

1,540 

2,620 

2,570 

3,150

3,030 

2,410 

2,110 

2,260 

1,960

1,860 

1,960 

1,770 

1,550 

1,550 

1,680

i 

Month

November ___ - .................

December........ .................

March __ ......................

Aprfl. _ ...... _ ..... ____ ...

May. 

July-. 

Jan.

1,680 

1,590 

1,390 

1,470 

1,550

1,590 

1,590 

1,550 

2,480 

2,620

4,230 

3,630 

3,400 

2,740 

2,310

2,060 

1,910 

3,460 

3,670 

2,850

2,410 

2,110 

1,820 

1,680 

1,590

1,510 

1,470 

1,350 

1,320 

1,280 

1,180

Maximum

1,680 

2,570 

3,150 

4,230 

4,430 

13,000 

4,430 

4,110 

2,910 

1,280

725

13,000

Feb.

1,100 

1,100 

1,070 

1,070 

1,040

1,070 

1,100 

1,100 

1,100 

1,140

1,140 

1,180 

1,100 

1,010 

1,010

980 

950 

950 

950 

950

920 

980 

950 

1,070 

1,430

2,960 

4,430 

4,430 

3,530

.......

Mar.

2,850 

2,620 

2,310 

2,110 

2,160

3,400 

3,530 

3,150 

2,740 

2.410

2,160 

1,910 

1,770 

1,960 

2,110

2,210 

5,140 

10,800 

13,000 

7,860

5,280 

4,110 

3,530 

6,050 

6,400

4,930 

4,110 

5,460

5,460 

4,590 

4,110

Minimum

546 

695 

755 

1,180 

920 

1,770 

2,410 

2,410 

1,320 

765

670

546

Apr.

3,960 

3,960 

3,670 

3,530 

3,270

2,970 

2,740 

2,520 

2,410 

2,410

2,620 

3,030

3,270 

3,400 

3,270

3,400 

4,110 

4,430 

4,270 

3,810

3,270 

2,970 

2,680 

2,740 

2.680

2,790 

3,030 

3,030 

3,150 

3,150

Mean

769 

1,220 

1,490 

2,110 

1,440 

4,200 

3,220 

3,420 

2,160 

966 

754 

687

1,870

May

3,810 

3,810 

3,530 

3,400 

3,270

3,150 

3,270 

3,400 

3,530 

3,960

3,810 

3,960 

4,110 

3,810 

3,400

3,270 

3,400 

3,670 

3,670 

3,960

3,810 

3,400 

3,270 

3,270 

2,910

2,620 

2,520 

2,410 

3,400 

3,400 

2,970

Pers 

m

June

2,790 

2,749 

2,680 

2,680 

2,520

2,410 

2,210 

2,160 

2,260 

2,570

2,790 

2,850 

2,910 

2,850 

2,680

2,260 

2,010 

1,910 

1,770 

1,820

1,860 

1,860 

1,770 

1,680 

1,550

1,510 

1,470 

1,430 

1,390 

1,320

qnare

1.58 

2.50 

3.05 

4.32 

2.95 

8.61 

6.60 

7.01 

4.43 

1.98 

1.65 

1.41

3.83

July

1,240 

1,210 

1,280 

1,240 

1,180

1,140 

1,100 

1,040 

1,070 

1,010

1,070 

980 

1,010 

950 

950

920 

890 

950 

860 

890

860 

830 

830 

830 

860

805 

805 

805 

780 

805 

765

Aug.

780 

770 

780 

770

780

760 

755 

765

770 

780

746

Sept.

725 

720 

705 

705 

680

700 

705 

690 

680 

690

680 

695 

670 

685 

680

670 

680 

670 

690 

700

695 

680 

680 

685 

670

670 

670 

680 

680 

675

Kun-off

Inches

1.82 

2.79 

3.52 

4.98 

3.18 

9.93 

7.36 

8.08 

4.94 

2.28 

1.79 

1.57

52.24

Acre-feet

47,300 

72,600 

91,600 

130,000 

82,800 

268,500 

192, OOP 

210.000 

129,000 

59,400 

46,400 

40,900

1,360,000
94 SURFACE WATER SUPPLY, 1932, PART 12 C 

CIACKAMAS EIVEB NEAR CAZADEBO, OREG.

LOCATION. Water-stage recorder in NEJ4 sec. 11, T. 4 S., R. 4 E., half a mile 

above backwater from Cazadero dam of Portland General Electric Co. and 3 

miles southeast of Cazadero. Zero of gage is 532.0 feet above mean sea level; 

published gage heights have been reduced to mean sea level datum.

DBAINAGE AREA. 665 square miles.

RECORDS AVAILABLE. January 1909 to September 1932.

EXTREMES. Maximum discharge during year, 25,100 second-feet Mar. 18 (gage 

height, 546.34 feet); minimum, 549 second-feet Oct. 16 (gage height, 532.34 

feet).

1909-32: Maximum discharge, 60,800 second-feet Mar. 31, 1931 (gage 

height, 556.5 feet); minimum, 410 second-feet Oct. 20, 1925, Sept. 28, 1930, 

caused by shutdown in power plant at Three Lynx (gage height, 532.03 feet).

REMARKS. Records excellent except those estimated Oct. 1-4 an,d those above 

10,000 second-feet, which are fair. Some diurnal fluctuation during low water, 

owing to operation of Oak Grove power plant. Field data furnished by Portland General Electric Co.

Discharge, in second-feet, 1931-82

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

80 ........

31 

Oct.

650

695

708 

642 

618 

618 

610

598 

614 

606 

590 

610

610 

614 

630 

634 

630

650 

1,320 

1,700 

1,540 

1,340

1,580 

1,700 

2,440 

2,040 

1,510 

1,250

Nov.

1,130 

1,040 

922

868 

868

840 

1,790 

2,640 

2,640 

2,640

1,990 

1,620 

1,580 

1,900 

1,620

1,960 

3,450 

3,140 

3,760 

4,660

3,040 

2,350 

1,990 

1,660 

1,620

1,510 

1,370 

1,280 

1,220 

1,190

Dec.

1,160 

1,130 

1,250 

1,400 

1,310

1,250 

1,440 

1,480 

1,370 

1,340

1,280- 

1,190 

1,160 

1,130 

1,070

1,040 

2,260 

3,890 

3,890 

5,170

4,870 

3,780 

3,240 

3,560 

3,140

2,840 

3,040 

2,740 

2,350 

2,350 

2,840

Month

February . ..... March . _ ... ....

May

Juno.. ..........

Mly .....................

August -..-

The year. _

Jan.

2,840 

2,490 

2,170 

2,300

2,640

2,740 

2,640 

2,440 

4,000 

4,110

6,030 

8,130 

5,330 

4,000 

3,340

2,940 

2,840 

4,840 

5,660 

4,230

3,560 

3,040 

2,640 

2,440 

2,260

2,120 

2,040 

1,860 

1,820 

1,700 

1,620

Maximum

2,440 

4,660 

5,170 

8,130 

7,770 

19,000 

5,720 

4,930 

3,480 

1,520 

910 

805

19,000

Feb.

1,480 

1,480 

1,440 

1,400 

1,370

1,480 

1,540 

1,580 

1,660 

1,820

1,780 

1,820 

1,660 

1,440 

1,440

1,340 

1,280 

1,250 

1,250 

1,250

1,310 

1,340 

1,340 

1,780 

2,640

5,520 

7,770 

7,410 

5,490

Mar.

4,350 

4,230 

3,670 

3,240 

3,560

6,000 

6,170 

5,170 

4,230 

3,670

3,240 

2,840 

2,640 

2,940 

3,140

3,340 

7,820 

15,800 

19,000 

10,500

7,510 

5,720 

4,780 

7,800 

8,700

6,940 

5,720 

7,510 

7,900 

6,400 

5,560

Minimum

590 

840 

1,040 

1,620 

1,250 

2,640 

3,060 

2,870 

1,560 

910 

780 

690

590

Apr.

5,400 

5,240 

4,780 

4,490 

4,080

3,710 

3,370 

3,160 

3,060 

3,060

3,370 

3,830 

4,080 

4,490 

4,210

4,350 

5,240 

5,720 

5,560 

5,080

4,350 

3,950 

3,480 

3,590 

3,590

3,590 

3,830 

3,950 

3,950 

3,950

Mean

958 

1,940 

2,260 

3,250 

2,220 

6,130 

4,150 

4,130 

2,620 

1,150 

851 

741

2.54C

May

4,930 

4,930 

4,350 

4,210 

4,080

3,830 

3,950 

4,080 

4,350 

4,930

4,780 

4,780 

4,930 

4,490 

3,950

3,710 

3,830 

4,210 

4,210 

4,780

4,490 

3,950 

3,950 

3,950 

3,480

3,060 

2,960 

2,870 

4,080 

4,210 

3,590

Pers 

m

June

3,480. 

3,370 

3,260 

3,260 

3,160

3,160 

2,870 

2,780 

2,870 

3,160

3,370 

3,370 

3,480 

3,370 

3,160

2,690 

2,430 

2,270 

2,190 

2,190

2,190 

2,190 

2,110 

1,990 

1,870

1,760 

1,750 

1,670 

1,630 

1,560

quare

1.44 

2.92 

3.40 

4.89 

3.34 

9.22 

6.24 

6.21 

' 3.94 

1.73 

1.2fj 

1.11

3.82

July

1,420 

1,420 

1,520 

1,490 

1,420

1,350 

1,280 

1,210 

1,240 

1,210

1,280 

1,210 

1,180 

1,210 

1,180

1,110 

1,050 

1,140 

1,050 

1,050

1,020 

1,020 

992 

992 

992

965 

938 

966 

938 

938 

910

Aug.

910 

910 

882 

882 

882

855 

855 

855 

910 

910

910 

910 

910

855 

856

830 

855 

805 

830 

830

805 

830 

805 

805

780

785 

805 

780 

805 

910 

830

Sept.

805 

785 

805 

775 

755

765 

765

755 

755 

765

755 

724 

710 

732 

728

728 

732 

724

737 

780

750 

728 

724 

728 

724

710 

702 

690 

698 

694

Run-off

Inches Acre-feet

1.66 58,900 

3.26 116,000 

3.92 139,000 

5.64 200,000 

3.60 128,000 

10.63 377,000 

6.96 247,000 

7. 16 254,000 

4.40 ;imm 

1.99 7C700 

1.48 52,300 

1.24 44,100

51.94 1,840,000
WILLAMKTTE EIVEE 95

OAK GEOVE FORK ABOVE POWEE PIANT INTAKE, OEEG.

LOCATION. Water-stage recorder in SW)£ sec. 3, T. 6 S., R. 7 E., two thirds of 

a mile above Kink Creek, 1 mile above intake of Oak Grove power development 

of Portland General Electric Co., and 24 miles southeast of Estacada.

DRAINAGE AREA. 126 square miles.

RECORDS AVAIIJABLE. December 1923 to September 1932. At site 1 mile downstream, below Kink Creek, May 1909 to December 1923, incomplete.

EXTREMES. Maximum discharge during year, l,5fO second-feet Mar. 18, 19 

(gage height, 3.40 feet); minimum, 236 second-feet Oct. 15, 16,18 (gage height, 

1.42 feet).

1909-32: Maximum discharge, 5,000 second-feet Jan. 7, 1923 (gage height. 

5.45 feet); minimum, that of Oct. 15, 16, 18, 1931.

REMARKS. Records fair. No diversions above station. Field data furnished 

by Portland General Electric Co.

Discharge, in second-feet, 1931-32

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 

Oct.

245 

245 

245 

248 

254

245 

242 

242 

239 

239

239 

239 

239 

239 

236

236 

239 

236 

239 

239

267 

288 

274 

260 

267

267 

299 

299 

267 

257 

251

Nov.

248 

248 

245 

242 

242

245 

274 

288 

284 

278

264 

260 

264 

270 

264

274 

281 

270 

319 

315

281 

270 

264 

260 

264

260 

254 

251 

248 

248

Dec.

245 

245 

248 

245 

245

245 

254 

248 

245 

248

245 

242 

242 

239 

239

242 

274 

295 

295 

327

331 

311 

303 

303 

295

203 

292

284 

274 

278 

278

Jan.

274 

267 

267 

292 

303

311 

303 

299 

388 

384

510 

592 

490 

435 

402

384 

371 

411 

406 

375

359 

343 

335 

331 

327

327 

327 

319 

315 

315 

307

Month Maximum

November " ' ...

February

March. T ... ...

April - ..... ....... ..... .... ... .

Mftv

July- -

September 

299 

319 

331 

592 

445 

1,420 

894 

1,070 

725 

398 

319 

295

1,420

Feb.

299 

295 

292 

295

288

292 

288 

288 

288 

284

284 

281 

278 

274 

270

267 

267 

267 

264 

267

270 

274 

278 

'281 

292

339 

411 

445 

425

Mar.

384 

375 

351 

351 

384

485 

480 

460 

435 

411

393 

384 

380 

384 

393

406 

597 

1,000 

1,420 

1,200

958 

823 

739

942

823 

753 

894 

926

862 

854

Minimum

236 

242 

239 

267 

264 

351 

619 

704 

398 

323 

295 

278

236

 

Apr.

854 

846 

795 

767 

718

672 

648 

619 

619 

642

672 

704 

746 

767 

753

781 

864 

870

830

753 

711 

678 

697 

697

718 

760 

774 

718 

816

Mean

252 

266 

269 

357 

298 

650 

746 

914 

549 

350 

308 

285

437

May

934 

934 

886 

894

878

878 

926 

926 

966 

1,030

1,030 

1,030 

1,070 

1,030 

950

926 

934 

942 

942 

1,030

990 

918 

934

878 

795

746 

718 

704 

910 

846 

760

Per a 

mi

June

725 

697 

678 

660 

654

630 

608 

592 

592 

608

614 

614 

614 

608 

592

558 

531 

510 

500 

490

485 

475 

465 

450 

440

430 

420 

416 

406 

398

mare

2.00 

2.11 

2.13 

2.83 

2.37 

5.16 

5.92 

7.25 

4.36 

2.78 

2.44 

Z26

3.47

July

393 

384 

398 

388 

371

367 

359 

359 

363 

363

359 

355 

355 

355 

351

347 

343 

343 

339 

339

335 

335 

331 

331 

327

327 

327 

323 

323 

323

qOO tWO

Aug.

319 

319 

319 

315 

315

315 

315 

315 

315 

315

315 

311 

311 

311 

311

307 

307 

307 

303 

303

303 

299 

299 

295 

295

295 

295 

295 

307 

307 

299

Sept.

295 

295 

292 

292 

292

292 

288 

288 

288 

288

284 

284 

284 

284 

284

281 

281 

281 

281 

292

281 

281 

281 

281 

281

281 

278 

278 

278 

278

Run-off

Inches

2.31 

2.35 

2.46 

3.26 

2.56 

5.95 

6.60 

8.36 

4.86 

3.20 

2.81 

2.52

47.24

Acre-feet

15,500 

15,800 

16,500 

22,000 

17,100 

40,000 

44,400 

56,200 

32,700 

21,600 

18,900 

17,000

318,000
96 SURFACE WATER SUPPLY, 1932, PART 12 C

LEWIS RIVER BASIN

LEWIS RIVER ABOVE MUDDY RIVER, NEAR COUGAR, WASH.

LOCATION. Water-stage recorder in 8W% sec. 30, T. 7 N., R. 7 E., 2 miles above

mouth of Muddy River and 15 miles due east of Cougar. 

DRAINAGE ABBA. 227 square miles.

RECOKDS AVAILABLE. August to October 1909; August 1927 to September 1932. 

EXTREMES. Maximum discharge during year, 7,100 second-feet Feb. 26 (gage

height, 6.10 feet); minimum, 178 second-feet Oct. 16, 17, 20, 21 (gage height,

0.31 foot).

1927-32: Maximum discharge, 14,500 second-feet Nov. 25, 1927 (gage

height, 8.97 feet); minimum, 175 second-feet Nov. 21, 1929. 

REMAKKS. Records good except those estimated Feb. 1-15, May 13-23, which

are fair. No diversions or regulation above station.

Discharge, in second-feet, 1931-32

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 ...........

Oct.

209 

198 

188 

195 

242

212 

198 

190 

190 

188

185 

185 

182 

180 

180

182 

180 

180 

180 

180

188 

393 

475 

510 

586

548 

572 

1,270 

1,180 

1,060 

903

Nov.

828 

967 

757 

649 

586

652 

1,830 

1,460 

1,280 

1,100

943 

842 

1,030 

1,100 

992

935 

911 

820 

880 

835

730 

667 

625

598 

586

548 

505 

485 

480 

465

Dec.

447 

456 

442 

424 

420

411 

447 

420 

402 

406

393 

380 

380 

339 

339

371 

973 

2,130 

2,290 

2,460

2,030 

1,680 

1,500 

1,410 

1,230

1,140 

1,100 

1,000 

911 

865 

813

Month

October. . .......................

November.. _________

December

January.. . . . .

March....... ______ . .

April... .. . ...;.. 

May. .......................

July 

August... . - _ . .....

September.... .. .........

Jan.

750 

698 

661 

637 

643

673 

637

625 

842 

865

2,380 

2,690 

2,030 

1,680 

1,410

1,280 

1,180 

2,080 

1,930 

1,640

1,410 

1,230 

1,100 

1,010 

935

880 

820 

764 

711 

679 

620

Maximum

1,270 

1,830 

2,460 

2,690 

5,990 

5,770 

3,560

3,410 

2,130 

560 

369

5,990

Feb.

570 

540 

520 

510 

500

500 

500 

500 

500 

480

470 

450 

440 

430 

420

411 

398 

402 

398 

416

429 

416 

406 

485 

1,100

5,520 

5,990 

4,840 

3,410

Mar.

2,570 

2,130 

1,780 

1,590 

2,440

2,810 

2,290 

1,880 

1,640 

1,460

1,280 

1,180 

1,100 

1,230 

1,280

1,230 

2,730 

5,060 

5,770 

4,120

3,130 

2,570 

2,240 

2,810 

 2,870

2,460 

2,180 

3,270 

3,130 

2,690 

2,460

Minimum

180 

465 

339 

620 

398 

1,100 

1,690 

1,980 

1,830 

556 

373 

281

180

Apr.

2,460 

2,400 

2,290 

2,240 

2,080

1,880 

1,780 

1,640 

1,590 

1,640

1,830 

2,080 

2,290 

2,750 

2,690

2,630 

2,870 

3,340 

3,560 

3,130

2,570 

2,240 

1,980 

1,830 

1,880

2,130 

2,400 

2,400 

2,340 

2,400

Mean

371 

836 

904 

1,140 

1,100 

2,430 

2,310 

2,730 

2,340 

1,040 

451 

327

1,330

May

2,570 

2,870 

2,750 

2,690 

2,570

2,630 

2,810 

2,750 

2,940 

3,340

3,200 

3,200

2,900

2,900

2,570 

2,290

2,080 

1,980 

1,980 

2,340 

2,510 

2,510

June

2,400 

2,400 

2,460 

2,510 

2,180

1,930 

1,880 

1,930

2,290 

2,870

3,130 

3,340 

3,410 

3,340 

3,130

2,570 

2,130 

1,980 

1,880 

1,980

2,290 

2,400 

2,180 

2,030 

1,930

1,880 

1,930 

1,930 

1,930 

1,830

Per square 

mile

1.63 

3.68 

3.98 

5.02 

4.85 

10.7 

10.2 

12.0 

10.3 

4.58 

1.99 

1.44

5.86

July

1,730 

1,590 

2,130 

1,780 

1,410

1,230 

1,230 

1,180 

1,180 

1,360

1,280 

1,060 

1,030 

1,050 

996

972 

942 

884 

828 

807

814 

814 

772 

729 

711

678 

644 

639 

600 

575 

555

Aug.

560 

555 

545 

535 

530

520 

605 

500 

490

482

477 

472 

454 

446 

446

450 

446 

436 

428 

405

405 

401 

397 

397 

397

393 

397 

389 

377 

385 

373

Sept.

369 

369 

365 

361

. 365

365 

365 

361 

341 

337

345 

333 

333 

333 

333

329 

321 

305 

313 

345

309 

293 

293 

293 

293

289 

293 

289 

289 

281

Run-oft

Inches

1.88 

4.11 

4.69 

5.79 

5.23 

12.34 

11.38 

13.83 

11.49 

5.28 

2.29 

1.61

79.82

Acre-feet

22,800 

49,700 

55,600 

70,100 

63,800 

149,000 

137,008 

168,000 

139,000 

64,000 

27,700 

19,500

986,000
LEWIS BIVEB BASIN

LEWIS RIVER NEAR COUGAR, WASH.

97

LOCATION. Water-stage recorder in SE^ sec. 29, T. 7 N., R. 5 E., 1 mile below

Swift Creek and 4 miles east of Cougar. 

DBAINAGE ABBA. 483 square miles. 

RECOBDS AVAILABLE. July 1910 to March 1912; June 1924 to September 1932.

July 1909 to June 1910 at site 1,000 feet above Swift Creek. 

EXTBEMES. Maximum discharge during year, 15,000 second-feet Feb. 26 (gage

height, 7.84 feet); minimum, 454 second-feet Oct. 21 (gage height, 0.01 foot). 

1910-12, 1924-32: Maximum discharge, 27,900 second-feet Nov. 25, 1927 

(gage height, 11.3 feet); minimum, that of Oct. 21, 1931.

Maximum stage known, 14 feet during flood of Dec. 17 or 18, 1917. 

REMARKS. Records good except those estimated, which are fair. No diversions

or regulation above station.

Discharge, in second-feet, 1931-32

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 ..

Oct.

625 

595 

660 

660 

712

662 

605 

580 

565 

556

545 

535 

520 

510 

500

490 

482 

472 

464 

464

464 

1-1,500 

2,120

2,060 

2,260 

4,120 

3,490 

2,880 

2,500

Nov.

« 

2,240 

2,240 

2,000 

1,840 

1,680

1,660 

3,320 

3,300 

3,380 

3,120

2,800 

2,600 

3,020 

3,380 

3,120

2,960 

3,040 

3,040 

3,650 

3,210

2,640 

2,360 

2,120 

2,000 

1,950

1,780 

1 "1.600

Dec.

i»l,400

 1,350

1,200 

1,200 

1,130 

1,100

1,150 

2,850 

6,690 

6,380 

6,840

5,920 

4,960 

4,270 

4,180 

3,730

3,460 

3,380 

3,040 

2,720 

2,570 

2,430

Month

October... _ . . . _ .

Novemba 

December 

Jftnnsry

P

March ............................

Aj>riL-_______._____.

May ..... .....

Jane ..............................

July...............................

August..

September.. __ ___ ... _

The VAAP

Jan.

2,300 

2,120 

2,000 

1,950 

1,950

2,060 

1,950 

1,950 

2,570 

2,570

6,180 

6,730 

5,050 

4,200 

3,600

3,260 

3,100

 5,550 

 3,050 

 2,100

Feb.

 1,550 

 1,350

"1,250

U, 150

1,120 

1,250

1,480 

1,380 

1,340 

1,560 

3,420

13,100 

12,400 

10,200 

7,850

TVfftyiniOTn

4,120 

3,650 

6,840 

6,730 

13,100 

12,700 

8,600 

6,730 

6,520 

4,020 

1,340 

940

13,100

Mar.

6,310 

5,470 

4,560 

4.110 

6,680

7,850 

6,100 

5,050 

4,370 

3.770

3,430 

3,100 

2,940 

3,180 

3,260

3,340 

6,940 

11,600 

12,700 

9,620

7,610 

6,520 

5,890 

8,050 

8,350

7,160 

6,310 

8,100

j-6,400

Minimum

464

1,100

2,940

4,110 

3,680 

1,340 

950 

,771

464

Apr.

 5,050

 4,600

4,950 

5,260 

6,100 

6,100

6,100 

6,940 

7,850 

8,600 

7,850

6,730 

5,680 

4,950 

4,650 

4,560

4,850 

l<»5, 150

Mean

1,1« 

2,490 

2.69C 

3,270 

2,731 

6,186 

5,501 

5,6* 

4,634 

2,24(1 

1.13C 

851

3,210

May

 5,800

5,680 

5,890 

5,680 

5,890 

6,730

6.520 

6,520 

6,730 

6,520 

5,890

5, -"70 

5, 470 

5,680 

5,890 

6,730

6,310 

5,890 

5,470 

5,260 

4,750

4,370 

4,110 

4,110 

4,460 

4,850 

4,850

Pers 

m

June

4,750 

4,650 

4,750 

4,850 

4,460

4,020 

3,860 

3,860 

4,280 

5,260

5,890 

6,310 

6,520 

6,520 

6,310

5,260 

4,460 

4,200 

3,860 

3,940

4,280 

4,750 

4,560 

4,200 

3,940

3,940 

3,860 

3,940 

3,860 

3,680

luare

Ue

2.36 

5.16 

6.57 

6.77 

5.66 

12.8 

11.4 

1L7 

9.59 

1 4.64 

2.34 

1.77

6.66

July

3,600 

3,340 

4,020 

3,600 

3,020

2,700 

2,560 

2,480 

2,400 

2,860

2,630 

2,330 

2,260 

2,260 

2,190

2,120 

2,060 

1,940 

1,880 

1,830

1,780 

1,780 

1,730 

1,680 

1,630

1,580 

1,530 

1,480 

1,430 

1,380 

1,340

Aug.

1,340 

1,340 

1,300 

1,300 

1,300

1,250 

1,250 

1,200 

1,250 

1,250

1,200 

1,200 

1,160 

1,120 

1,120

1,120 

1,120 

1,080 

1,060 

1,040

1,020 

1,020 

1,010 

 1,010 

 1,000

 997 

992 

992 

970 

 960 950

Sept.

 940 

 930 

 920 

911 

918

918 

911 

918 

897 

883

890 

869 

 869 

 869 860

 850 

 830 

 810 

 860 

904

841 

806 

799 

799 

799

792 

785 

778 

771 

771

Run-off

Inches

2.72 

6.76 

6.42 

7.80 

6.09 

14.76 

12.72 

13.49 

10.70 

5.35 

2.70 

1.98

90.49

Acre-feet

70,100 

148,000 

165,000 

201,000 

157,000 

980,000 

327,000 

347,000 

276,000 

138,000 

69,500 

51,000

2,330,000

'Estimated.
98 SURFACE WATER SUPPLY, 1932, PART 12 C

LEWIS RIVER A-T ABEEI, WASH.

LOCATION. Water-stage recorder in NW^NEK sec. 4, T. 5 N., R. 2 E., at Ariel,

half a mile below Ariel Dam and power plant. Zero of gage is 44.00 feet above

mean sea level.

DRAINAGE ABBA. 733 square miles. 

RECORDS AVAILABLE. July 1922 to September 1932. July to November 1909

for station 3 miles upstream. 

EXTREMES. Maximum discharge during year, 41,700 second-feet Feb. 26 (gage

height, 16.92 feet); minimum, 165 second-feet Sept. 12 (gage height, 0.82 foot). 

1909, 1922-32: Maximum discharge, 59,000 second-feet Nov. 25, 1927 (gage

height, 19.5 feet); no flow at times June 30, July 1-3J 6-9, 1931 (caused by

regulation during construction of Ariel Dam). 

REMARKS. Records excellent; discharge estimated Sept. 23. No diversions

above station. Regulation caused by operation of power plant and storage

in Lake Merwin Reservoir.

Discharge, in second-feet, 19S1-S2

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 _ 

28 

27 - 

SB 

29 

30 

31 

Oct.

891

1,550

1,380

1,090

2,150

2,430

1,680

2,220

2,440

2,340

1,270

2,400

2,330

2,180

2,420

2,360

2,300

1,220

2,190

2,300

2,550

2,070

2,140

2,140

806

2,090

2,010

1,940

1,810

1,930

1,640

Nov.

1,420

1,910

2,080

2,120

2,420

2,740

2,090

1,020

8 7fifl

6,830

A Kin

i <un

7,380 19 inn

n oon

4,900

9,390

12,300

10,000 7 vtn

4,510

4,230

7,250

7,970

3,140

3,430

3,160

2,550

1,890

2,730

Dec.

3,190 Q <un

3,330

3,280

2,680

1 Qifi

3,100

3

AQt\

3 AACI

A. 14ft

*> ARf\

3,310

2,450

3,000

3,630

3,620

3,180

9 Sift

5,970

1ft ftrtA

Q ftftn

8,920

a j/in

9,170

8,050

7 340

6,510

5,660

4,620

3,010

3,780

Jan.

5,470

3,130

Q QW)

3,860

4,180

4,650 i iy/i

4,060

5,990

7,540

15,400

1fi QAH

8,050

7 480

7

Qon

6,720

4,810

19 SJYl

16,000 9 fifift

6,370

7 440

6,660

2,390

5,280

3 990

4430

3,930

Q OOA

3,320

2,570

Feb.

9 n*iO

9 1*ift

2,220

3,140

9 Qfift

2,050

3,210

2,610

3,060

3,030

3,070

2,520

3,020

2,200

2,260

2,120

2,100

2,200

2,020

2,320

5,790

3,430

3,420

3,900

9,320

oc inn

26,500

20,000

13,500

Mar.

11,200

9,770

7,670

7,460

 10 QJVt

91 lAfl

11,600

9 540

A 9Qf)

6,000

5,980

4,880 ^ fun

5,560

6,590

5,920

17,000

Qf| AAfk

25,400

17,600

11 onn

10,600

Q Kdfi

17,000

16,900

ri 900

12^ 500

15,500

15,700 19 onn

11,400

Apr.

in onn

11,300

10,400

9,490

9 550

8,570

7 QRTI

f, non

5,340

5,110

5,510

6,950 7 too

Q 97rt

10,000

7 Q7fl

11,100

13,100

14,100

13,200

10,200

9,000

T ^UVl

7,120

6,480

7,580

7,180

8,100

7

0AA

7,610

May

7,630

a Mt\

8,090

7,600

7,300

7,500

7,340

7,660

7,350

8,860

8,510

7,250

8,760

8,660

7 QBft

6,660

6,630

7,500

7,340

S ftftfl

ft %dft

7 340

7 QOO

7 4fift

5,380

5,800

4,680

5,210

5,710

6,230

5,740

June

6,030

5,990

5,860

6,060

6,640

4,780

4,930

4,010

4,900

6,620

7,070

8,610

7,260

s tun

a sin

5,350

K 440

4,910

4,920

4,260

5,130

5 280

5,260

4,920

&. 140

A. onn

4,330

4,000

4,490

A. lift

July

4,070

3,220

5,260

3,970

3,510

3,280

2,380

2,820

1,820

3,270

1,770

2,500

2,100

1 440

9 fiAfi

2,320

2,350 9 ion

2,060

2,050

2,130 1 oflft

1 960

2,020

2,390

3,200

3,060

3,050

2,120

1,820

1,030

Aug.

1,690

2,010

2,130

2,130

1,950

1,420

759

1,710

2,070

2,080

2,000

2,050

1,690

783

1,560

1,740

1,810

1,870

1,920

1,830

922

1,630

1,900

1,920

1,960

2,050

1,840

1,020 i son

2,060

2,140

Sept.

2,310

2,120

1,550

798

597

1,630

2,140

2,170

2,290

2,300

1,010

1,870

1,970

9 S7A

2,470

2,450

2,290

924

2,090

o Asm

2,360

2,400

2,360

2,320

925

1,980

2,320

2,370

2,140

2,040

Month

November

February

March April _ ... __ ......

May

July. .............

The year

Observed

Maximum

2,550 

12,300 

16,800 

16,900 

36,400 

30,600 

14,100 

8,860 

8,840 

5,260 

2,140 

2,470

36,400

Minimum

806 

1,020 

1,940 

2,390 

2,020 

4,880 

5,110 

4,680 

4,000 

1,030 

759 

597

' 597

Mean

1,940 

5,220 

5,020 

6,490 

5,950 

12,300 

8,670 

7,280 

5,570 

2,570 

1,760 

1,970

5,390

Run-off 

in acrefeet

119,000 

311,000 

309,000 

399,000 

342,000 

756,000 

516,000 

448,000 

331,000 

158,000 

108,000 

117,000

3,910,000

Change in contents of 

Lake 

Merwin Reservoir in 

acre-feet

+19,400 

+10,400 

+13,500 -200

__Q DAA

_ 4on

+17,800 

-150 

0 

-950 _oj WIA

-55,200

oo nnA

Corrected for storage

Run-off 

in acrefeet

138,000 

321,000 

322,000 

399,000 

338,000 

756,000 

534,000 

448,000 

331,000 

157,000 

83,700 

61,800

3,890,000

Mean

2,240 

5,390 

5,240 

6,490 

5,880 

12,300 

8,970 

7,290 

5,570 

2,560 

1*360 

1,040

5,360

Per

square 

mile

3.06 

7.35 

7.15 

 8.85 

8,02 

16.8 

12.2 

9.95 

7.60 

3.48 

L86. 

1.42

7.31

Run-off 

in inches.

3.58 

8.20 

8.24 

10.20 

8.65 

19.37 

13.61 

11.47 

8.48 

4.01 

. . 2. 14 

1.58

99.48
LJJWIS EIVER BASIN 

MUDDY Mm NEAR COTOAS, WASH.

99

LOCATION. Water-stage recorder in 8E% sec. 24, T. 7 N., R. 6 E., three quarters

of a mile above mouth and 14 miles east of Cougar. 

DRAINAGE ABBA. 136 square miles.

RECOBDS AVAILABLE. August to October 1909; August 1927 to September 1982. 

EXTBEMES. Maximum discharge during year, 5,150 secofld-feet Feb. 26 (g%6

height, 6.51 feet); minimum, 115 second-feet Oct. 20-21 (gage height, 1.46 feet). 

1909, 1927-32: Maximum discharge, 7,240 second-feet Nov. 25, 1927 feage

height, 3.40 feet); minimum, 94 second-feet Dec. 5-7, If29. 

REMARKS. Records good. Discharge estimated for July 2-5. No diversife&fc^or

regulation above station.

Discharge, in second-feet, 19S1-S2

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.. . ...

Oct.

140 

128 

123 

140

177

145 

131 

128 

125 

125

125 

125 

123 

123 

120

120 

120 

120 

118 

118.

125 

451 

480 

496 

731

551 

618 

1,280 

1,060 

916 

798

Nov.

738 

 738 

647 

581 

534

579 

1,060 

980 

1,040 

916

812 

738 

1,060 

1,100 

1,000

948 

948 

836 

1,000 

932

775 

682 

619 

569 

551

506 

465 

440 

431 

413

Dec.

400 

395 

386 

372 

359

354 

440 

404 

377 

359

341 

323 

318 

297 

293

301 

1,080 

2,560 

2,880 

3,010

2,560 

2,020 

1,750 

1,600 

1,360

1,230 

1,180 

1,060 

940 

884 

820

Jan.

738 

682 

626 

581 

563

557 

528 

518 

675

633

1,780 

2,020 

1,600 

1,360 

1,180

1,050 

980 

2,110 

2,080 

1,750

1,500 

1,280 

1,100 

996 

908

828 

752 

682 

626 

581 

528

Month Maximum

October... __________ -

February. .....................

March ..... ...... .... ........

April.. 

May.... ..... __ ........... .....

Jgly . __ . ...

The year..., __

1,280 

1,100 

3,010 

2,110 

4,780 

4,010 

2,970 

2,120 

2,420 

1,040 

290 

196

4,780

Feb.

485 

465 

450 

440 

426

404 

404 

426 

413 

395

382 

368 

350 

332 

328

314 

305 

305 

301 

328

382 

359 

346 

426 

1,250

4,780 

4,400 

3,480 

2,680

Mar.

2,130 i,7se

1,410 

1,280 

1,820

2,130 

1,860 

1,550 

1,320 

1,140

980 

892 

828 

980 

940

948 

1,970 

3,320 

4,010 

3,230

2,540 

2,120 

1,960 

2,660 

2,600

2,300 

2,060 

2,480 

2,420 

2,240 

2,060

Minimum

118 

413 

293 

518 

303. 

828 

1,320 

1,200 

1,120 

298 

190 

159

118

Apr.

2,010 

1,960 

1,960 

1,960 

1,900

1,690 

1,590 

1,500 

1,360 

1,360

1,460 

1,590 

1,740 

2,010 

2,010

2,120 

2,360 

2,600 

2,970 

2,720

2,240 

1,840 

1,540 

1,410 

1,320

1,410 

1,540 

1,590 

1,590 

1,640

Mean

325 

755 

989 

1,030 

887 

1,930 

1,830 

1,760 

1,470 

590 

233 

175

998

May

1,790 

1,900 

1,900 

1,790 

1,740

1,690 

1,790 

1,790 

1,900 

2,060

2,120 

2,060 

2,120 

2,060 

1,900

1,740 

1,690 

1,790 

1.900 

2,120

2,120 

1,900 

1,740 

1,590 

1,460

1,320 

1,200 

1,200 

1,280 

1,360 

1,410

Perst 

mi

June

1,360 

1,360 

1,360 

1,410 

1,360

1,240 

1,160 

1,160 

1,240 

1,590

1,900 

2,180 

2,420 

2,360 

2,240

1,840 

1,500 

1,320 

1,200 

1,200

1,360 

1,500 

1,500 

1,320 

1,240

1,200 

1,200 

1,200 

1,160 

1,120

uare

2.39 

5.55 

7.27 

7.57 

6.52 

14.2 

13.5 

12.9 

10.8 

4.34 

1.71 

1.29

7.34

July

1,040

985 

930 

875 

820

765 

737 

710 

698 

835

758 

665 

639 

626 

606

575 

538 

502 

472 

455

443 

437 

420 

399 

383

362 

344 

336 

322 

314 

298

Aug.

290 

282 

275 

268 

268

261 

254 

250 

268 

261

258 

254 

244 

240 

234

230 

224 

221 

217 

214

214 

211 

208 

199 

196

196 

196 

190 

199 

205 

199

Sept.

196 

190 

187 

182

184

182 

182 

182 

179 

179

176 

176 

174 

174 

174

174 

172 

172 

174 

182

174 

172 

172 

169 

166

164 

162 

162 

162 

159

Run-off

Inches

2.76 

6.19 

8.38 

8.73 

7.03 

16.37 

15.06 

14.87 

12.05 

5.00 

1.97 

1.44

99.85

Acre-feet

20,000 

44,900 

60,800 

63,800

us! wo

109,060 Hi

mwo

724,000
100 SUEFACE WATER SUPPLY, 1932, PAJg£ ,12 C 

SWIFT PRJEE NEAE COUGAR, WASH.

LOCATION. Water-stage recorder in NW}£ sec. 28, T. 7 N,, R. 5 E., one eighth of

a mile above mouth, 1% miles east of Peterson ranch, and 5 miles east of Cougar. 

DRAINAGE AREA. 26 square miles.

RECORDS AVAILABLE. July to October 1909; June 1924 to September 1932. 

EXTREMES. Maximum discharge during year, 965 second-feet Feb. 26 (gage

height, 2.54 feet); minimum, 80 second-feet Oct. 20 (gage height, 0.38 foot). 

1909, 1924-32: Maximum discharge, 1,900 second-feet Nov. 24, 1927 (gage

height, 3.7 feet); minimum, SQ second-feet Sept. 17, 21, Oct. 7, 1924, Oct. 20,

1931. 

KEMARKS. Records good except those estimated June 11-17, which are fair.

No diversions or regulation above station.

Discharge, in second-feet, 1931-32

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 

Oct.

87 

86 

84 

104 

112

94 

90

88 

87 

86

86 

84 

84 

83 

83

82 

82 

81 

82 

81

92 

163 

188 

193 

252

229 

303 

568 

324 

229 

200

Nov.

193 

183 

169 

162 

158

171 

213 

200 

232 

203

181 

167

281 

261 

229

213 

227 

205 

258 

221

193 

183 

167 

158 

153

145 

136 

128 

124 

118

Dec.

113 

113 

111 

111 

109

111 

161 

146 

124 

117

113 

113 

115 

109 

109

117 

278 

364 

364 

. 364

302 

252 

238 

243 

216

211 

205 

190 

178 

173 

171

Month

November

July... 

September _ .......

The year. ...................

Jan.

167 

162 

164 

167 

173

169 

156 

160 

213 

205

510 

385 

272 

200 

163

151 

166 

426 

338 

272

238 

212 

186 

170 

163

153 

148 

143 

139 

135 

131

Maximum

568 

281 

364 

510 

850 

804 

530 

343

446 

212 

158

850

Feb.

129 

129 

129 

127 

127

118 

127 

137 

143 

141

135 

121 

113 

108 

107

104 

104 

102 

101 

122

135 

121 

118 

137 

290

850 

595 

454 

343

Mar.

254 

231 

183 

178 

514

488 

321 

264 

228 

209

188 

178 

173 

197 

186

194 

537 

804 

660 

442

318 

275 

289 

544 

470

356 

318 

494 

437 

432 

379

Minimum

81 

118 

109 

131. 

101 

173 

278 

282 

275 

209 

160 

133

81

Apr.

356 

370 

370 

356

370

.314 

311 

300

289 

278

282 

282 

300 

321 

318

334 

415 

476 

530 

437

361 

321 

300 

296 

293

293 

300 

303 

289 

286

Mean

145 

188 

182 

208 

189 

346 

335 

306 

307 

266 

185 

144

234

May

307 

318 

307 

300 

300

296 

293 

289 

293 

311

307 

314 

318 

314 

300

296 

300 

307 

318 

343

334 

318 

334 

318 

300

289 

282 

286 

293 

300 

303

Perse 

mi

June

. 296 

300 

300 

296 

293

282 

275 

275 

296 

321

330

296 

289 

300

314 

318 

311 

303 

303

307 

311 

311 

311 

303

luare

5.58 

7.23 

7.00 

8.00 

7.27 

13.3 

12.9 

11.8 

11.8 

10.2 

7.12 

5.54

9.00

July

307 

314 

446 

338 

307

289 

282 

278 

278 

338

300

278 

 278 

275 

264

258 

251 

244 

241 

238

238 

234 

234 

228 

224

224 

221 

218 

215 

209 

209

Aug.

212 

212 

209 

206 

203

200 

200 

197 

212 

200

197 

191 

188 

186 

186

183 

181 

178 

175 

173

173 

170 

170 

170 

170

168 

168 

163 

168 

165 

160

Sept.

158 

155 

155 

153

153

153 

153 

153 

148 

148

146 

146 

146 

143 

143

141 

139 

137 

155 

143

137 

137 

137 

135 

135

135 

135 

133 

133 

133

Run-off

Inches

6.43 

8.07 

8.07 

9.22 

7.84 

15.33 

14.39 

13.60 

13.17 

11.76 

8.21 

6.18

122.27

Acre-feet

8,920 

11,200 

11,200 

12,800 

10,900 

21,300 

19,900 

18,800 

18,300 

16,400 

11,400 

8,570

170,000
LEWIS RIVER BASIN 

CANYON CKEEK NEAR AMBOY, WASH.

101

LOCATION. Water-stage recorder in SWJ4 sec. 4, T. 5 N., E. 4 E., at wagon bridge

2 miles above mouth and 6 miles northeast of Amboy. 

DRAINAGE ABBA. 62 square miles. 

RECOBDS AVAILABLE. July 1922 to September 1932. 

EXTBEMES. Maximum discharge during year, 6,540 second-feet Feb. 26 (gage

height, 8.06 feet); minimum, 22 second-feet Sept. 27-30 (gage height, 0.17 foot). 

1922-32: Maximum discharge, 13,800 second-feet Mar. 31, 1931 (gage

height, 11.18 feet); minimum, 15 second-feet Oct. 19-24, 1925. 

REMARKS. Records good. Discharge estimated Mar. 4-14, Sept. 12-18. No

diversions or regulation above station.

Discharge, in second-feet, 1931-32

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 ______

Oct.

33 

31 

30

47 

171

91 

65 

53 

48 

43

39 

38 

37 

35 

33

33 

33 

32 

32 

33

35 

152 

352 

418 

700

730 

1,170 

2,500 

1,180 

688 

482

Nov.

387 

359 

290 

253 

225

232 

1,000 

1,200 

1,860 

1,500

884 

645 

805 

1,120 

870

899 

1,430 

1,390 

2,730

1,870

1,010 

708 

545 

440 

394

328 

280 

247 

225 

206

Dec.

188 

178 

181 

171 

164

160 

309 

302 

259

244

211 

195 

188 

169 

158

164 

1,100 

2,020 

1,880 

2,080

1,400 

950 

798 

920 

752

685 

730 

645 

525 

464 

468

Month

October. . 

April 

May 

July.. 

September.. 

Jan.

471

415 

384 

412 

585

685 

565 

747 

1,060 

920

2,770 

1,990 

1,040

752 

585

497 

576 

2,600 

1,930 

1,230

870 

685 

545 

464 

422

373 

332 

290 

265 

244 

222

Maximum

2,500 

2,730 

2,080 

2,770 

5,350 

5,200 

1,200 

565 

309 

158 

49 

40

5,350

Feb.

203 

188 

176 

169 

160

156 

160 

222 

265 

312

283 

256 

219 

193 

176

160 

151 

145 

141 

262

665 

545 

457 

634 

1,800

5,350 

3,330 

2,180 

1, 410

Mar.

1,030 

1,000

775

2,450

670

645

823 

3,530 

5,200 

3,090 

1,770

1,130 

845 

798 

2,420 

2,240

1,400 

1,200 

2,280 

1,840 

1,410 

1,060

Minimum

30 

206 

158 

222 

141

482 

250 

111 

45

38 

22

22

Apr.

945 

945 

1,090

895 

895

798 

752 

685 

605 

565

565 

605 

605 

645 

585

585 

880 

1,000 

1,200 

1,090

845 

685 

585 

545 

517

545 

585 

565 

489 

482

Mean

302 

811 

602 

804 

702 

1,690 

726 

374 

200 

79.8 

41.2 

28.1

531

May

565 

'565 

485 

443 

418

394 

401 

390 

401 

460

415 

408 

412 

376 

322

293 

306 

342 

362 

426

408 

359 

376 

359 

309

274 

253 

250 

268 

286 

280

Perse 

ml

June

262 

268 

271 

259 

239

217 

200 

193 

219 

277

296 

306 

309 

293 

259

208 

176 

160

147 

143

149 

153 

145 

134 

130

127 

123 

118 

115 

111

luare

4.87 

13.1 

9.71 

13.0 

11.3 

27.3 

11.7 

6.03 

3.23 

1.29 

.665 

.453

8.56

July

103 

100 

158 

136 

111

99 

91 

83 

81

97

97 

86 

S3 

95 

87

84 

78 

72 

69 

68

65 

62 

60 

57

54

53 

52 

50 

49 

48 

45

Aug.

45 

44 

43 

42 

41

40 

40 

40 

45 

49

48 

48 

45 

43 

42

41 

40 

39 

39 

38

38 

38 

38 

38 

38

38 

38 

38 

40 

42 

40

Sept.

39 

36 

35 

33 

32

31 

30 

31 

30 

28

27 

27 

27 

27 

26

26 

26 

26 

26 

40

30 

26 

24 

24 

24

23 

22 

22 

22 

22

Ban-off

Inches

5.62 

14.62 

11.20 

14.99 

12.19 

31.47 

13.05 

6.95 

3.60 

1.49 

.77 

.51

116.46

Acre-feet

18,600 

48,300 

37,000 

49,400 

40,400 

104,000 

43,200 

23,000 

11,900 

4,910 

2,530 

1,67*

385,000
102 SURFACE WATER SUPPLY, 1932, PART 12 C 

EAST FORK OF LEWIS RIVER NEAR HEISSON, WASH.

LOCATION. Water-stage recorder in N% sec. 17, T. 4 N., R. 3 E., just above

Basket Creek, 1^ miles northeast of Heisson. 

DRAINAGE AREA. 124 square miles.

RECORDS AVAILABLE. September 1929 to September 1932. 

EXTREMES. Maximum discharge during year, 8,740 second-feet Mar. 5, 18

(gage height, 9.3 feet); minimum, 43 second-feet Sept. 29 (gage height, 0.24

foot).

1929-32: Maximum discharge, 15,500 second-feet Mar. 31, 1931 (gage

height, 12.2 feet); minimum, that of Sept. 29, 1932. 

REMARKS. Records good except those estimated Dec. 3-15, which are fair.

No diversions or regulation above station.

Discharge, in second-feet, 19S1-S2

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 ...... ......

80.... ........

31. ..

Oct.

67 

61

59 

94

387

188 

140 

114 

101 

93

85 

81 

79 

74 

68

66 

67 

68 

67 

67

69 

653 

911 

865 

1,320

1,340 

1,640 

3,500

1,850 

1,040 

705

Nov.

565 

539 

426 

375 

339

342 

1,630 

1,880 

2,480 

2,240

1,480 

1,100 

1,340 

1,640 

1,460

1,800 

2,490 

2,510 

3,740 

3,050

1,970 

1,460 

1,100 

890 

815

668 

565 

510 

458 

426

Dec.

393

381

400

500

350

328 

1,480 

2,790 

2,700 

3,000

2,440 

1,760 

1,580 

1,880 

1,500

1,460 

1,560 

1,390 

1,100 

1,120 

1,280

Month

October 

T>^w>flTnhAr

January ______ . ... 

March 

May....... . .......

July

September.. __ ...

Jan.

1,160 

980 

840 

890 

1,040

1,420 

1,220 

1,030 

2,140 

1,880

4,580 

3,020 

1,800 

1,320 

1,010

840 

1,130 

4,470 

3,240 

2,300

1,760 

1,360 

1,100 

920 

840

740 

668 

585 

546 

510 

451

Maximum

3,500 

3,740 

3,000 

4,580 

5,620 

7,350 

2,100 

1,100 

325 

169 

85 

77

7,350

Feb.

410 

390 

381 

351 

339

348 

381 

517 

691 

890

980 

840 

690 

585 

528

458 

423 

393 

378 

606

1,250 

1,040 

890 

1,240 

2,540

5,620 

4,430 

3,170 

2,340

Mar.

1,920 

1,920 

1,560 

1,500 

5,080

5,200 

2,820 

2,010 

1,560 

1,220

1,010 

840 

765 

1,110 

1,160

1,380 

4,590 

7,350 

4,560 

2,790

2,010 

1,640 

1,530 

2,740 

2,690

2,100 

1,840 

3,210 

2,890 

2,390 

2,010

Minimum

59 

339

451 

339 

765 

890 

330 

108 

66 

53 

44

44

Apr.

1,840 

1,840 

1,840 

1,640 

1,720

1,500 

1,460 

1,250 

1,130 

1,130

1,190 

1,250 

1,190 

1,220 

1,010

1,070 

1,600 

1,680 

2,100 

1,880

1,460 

1,190 

1,010 

980 

980

1,100 

1,130 

980 

890 

920

Mean

514 

1,340 

1,080 

1,480 

1,140 

2,430 

1,340 

542 

219 

94.6 

61.3 

50.4

858

May

1,100 

950 

790 

740 

690

625 

645 

605 

625 

690

605

585 

565 

528 

454

426 

437 

440

448 

510

476 

430 

476 

454 

393

357 

336 

330 

354 

384 

342

Pers( 

mi

June

318 

325 

315 

308 

295

278 

262 

252

268 

298

290

285 

278 

260 

240

209 

189 

181 

177 

169

169 

171 

156 

144 

139

132 

125 

120 

115 

108

juare

MK

4.15 

10.8 

8.71 

11.9 

9.19 

19.6 

10.8 

4.37 

1.77 

.763 

.494 

.406

6.92

July

100

97 

169 

141 

110

103 

96 

89 

87 

122

128 

102 

100

148 

109

103 

94 

89 

85 

83

79 

74 

72 

71

75

73 

69 

66 

67 

66 

66

Aug.

67 

66 

62

59

58

56 

56 

57 

69 

80

85 

81 

71 

63 

61

60 

59

57 

57 

57

56 

57 

55 

53 

53

53 

55 

535&

70 

59

Sept.

56 

53

52 

51 

51

51 

51 

56 

53

48

48 

51 

50 

48 

48

46 

46 

48 

50

77

55 

50 

48 

48 

50

48 

46 

44 

44 

44

Kun-off

Inches

4.7S 

12.05 

10.04 

13.72 

9.91 

22.60 

12.05 

5.04 

1.98 

.88 

.57 

.45

94.07

Acre-feet.

31,600 

79,700 

66,400 

91,000 

55,600 

149,080 

79,708 

33,360 

13,060 

5,820 

3,770 

3,000

622,000
SURFACE WATER SUPPLY, 1932, PART 12 C

COWUTZ RIVER BASIN

COWIITZ RUTHS AT PACKWOOD, WASH.

LOCATION. Water-stage recorder in SE% sec. 16, T. 13 N., R. 9 E., half a mite

above Skate Creek and half a mile northwest of Packwood. 

DRAINAGE AREA. 287 square miles. 

RECORDS AVAILABLE. September 1929 to September 1932. July 1911 to

December 1919, 1 mile upstream. 

EXTREMES. Maximum discharge during year, 16,100 second-feet Feb. 26 (gage

height, 9.88 feet); minimum, 200 second-feet Oct. 21 (gage height, 2.16 feet). 

1911-19, 1929-32: Maximum discharge, 22,700 second-feet Dec. 29, 1917

(gage height 10.1 feet, former datum); minimum discharge, 160 second-feet

Nov. 21, 1929 (gage height, 2.10 feet). 

REMARKS. Records good October to January and July to September, fair

February to June. No diversions or regulation.

Discharge, in second-feet, 19S1-S2

Day

1 

2 .. _ ....

3 

4.. _ ._. __..

5. 

6. __ ... .. 

7 

8 ............

9 _____

10 

11. 

12 . ,.

13 

14 

15 ............

16 

17 ........i

18 

19 . __ - ...

20 

21 ..........

22 _ . ...........

23 - 

24 _ . ___

25 

26. __ . ...

27 

28 ...............

29 

30 ..........

31 

Oct.

355 

293 

222 

336 

613

385 

314 

281 

269

257

261 

249 

237 

245 

253

253 

245 

233 

245 

253

208 

368 

406 

370 

433

466 

516 

2,710 

2,630 

1,640 

1,380

Nov.

1,380 

1,630 

1,180 

1,030 

1,030

1,510 

3,480 

2,130 

1,700 

1,430

1,220 

1,140 

1,380 

1,430 

1,300

1,180 

1,100 

1,060 

1,100 

1,060

996 

890 

855 

820 

807

762 

710 

690 

678 

666

Dec.

648 

660 

648 

642 

630

618 

678 

672 

642 

648

624 

594

588 

558 

558

570 

1,150 

2,730 

2,850 

2,850

2,050 

1,580 

1,380 

1,260 

1,180

1,060 

1,080 

960 

890 

869 

827

Jan.

788 

748 

729 

722 

742

807 

774 

774 

960 

995

4,040 

3,750 

2,210 

1,640 

1,380

1,220 

1,140 

1,340 

1,340 

1,220

1,100 

1,030 

960 

925

876

827 

800 

755 

729 

710 

654

Month Maximum

October ________ . ........

Deceittber

January..

February

March.. .......................

April. ...

May ...........................

July ... 

September .....................

The year

2,710 

3,480 

2,850, 

4,040 

12,400 

4,720 

2,940 

4,070 

5,420 

4,720 

1,380 

696

12,400

Feb.

642 

624 

618 

612

582

570 

576 

570 

570

558

552 

540 

510 

499

488

466 

450 

455 

450

477

510 

510 

504 

609 

1,560

12,400 

7,880 

5,560 

3,760

Mar.

2,820 

2,200 

1,850 

1,750 

2,310

2,280 

1,860 

1,590 

1,400 

1,310

1,230 

1,160 

1,120 

1,190 

1,270

1,270 

1,700 

3,920 

4,720 

3,440

2,720 

2,300 

2,040 

2,220

2,280

2,080 

1,840 

2,190 

2,250 

2,180 

2,240

Minimum

208 

666 

558 

654 

450 

1,120 

1,460 

1,880 

2,250 

1,130 

546 

363

208

Apr.

2,430

2,490 

2,280 

2,090 

1,960

1,730 

1,620 

1,520 

1,470 

1,460

1,600 

1,860 

2,280 

2,940 

2,690

2,470 

2,540 

2,680 

2,590 

2,240

1,980 

1,750 

1,590 

1,530 

1,480

1,690 

1,960 

2,020 

2,080

2,420

Mean

543 

1,210 

1,050 

1,180 

1,520 

2,090 

2,050 

3,030 

3,910 

2,400 

929 

505

1,700

May

2,790 

2,950 

2,860 

2,780 

2,710

2,620 

2,850 

2,930 

3,250 

3,980

3,690 

3,690 

4,070 

3,780 

3,080

2,910 

3,150 

3,500 

3,590 

3,960

3,400 

2,980 

2,810 

2,660 

2,280

2,000 

1,880 

2,000 

2,570 

3,130 

3,210

Pers 

m

Jane

3,120 

3,030 

3,120 

3,110 

2,700

2,320 

2,260 

2,540 

3,420 

4,530

4,970 

5,420 

5,420 

5,190 

5,080

3,820 

3,350 

3,260 

3,170 

3,720

4,960 

5,290 

4,620 

4,100 

3,900

3,900 

4,100 

4,300 

4,410 

4,090

auare

1.89 

4.22 

3.66 

4.11 

5.30 

7.28 

7.14 

10.6 

13.6 

8.36 

3.24 

1.76

5.92

July

4,090 

3,790 

4,720 

3,890

2,880

2,630 

2,620 

2,700 

2,620 

3,300

2,610 

2,380 

2,610 

2,610 

2,370

2,290 

2,210 

1,920 

1,700 

1,810

1,980 

2,200 

1,980 

1,910 

1,910

1,650 

1,640 

1,640 

1,400 

1,200 

1,130

Aug.

1,230 

1,260 

1,290 

1,380 

1,380

1,310 

1,250 

1,140 

970

873

828 

819 

774 

801 

960

1,010 

1,000 

940

873 

774

720 

672 

704 

828 

855

828 

819 

756 

624 

592 

546

Sept

538 

510 

531 

576 

640

696 

680 

632 

524 

500

553 

482 

502 

553 

578

500 

531 

417 

453 

546

398 

363 

375 

393 

393

399 

430 

456 

449 

449

Kun-ofl

Inches

2.18 

4.71 

423 

4.74 

5.72 

8.39 

7.97 

12.22 

15.17 

9.64 

3.74 

1.99

80.66

Acre-feet

33,460 

72, 900 

64, 60S 

72,690 

87,4V 

129, 0» 

122,000 

186,060 

233,000 

148,000 

57,100 

30,000

1,240,000
104 SURFACE WATER SUPPLY, 1932, PART 12 C

AT MOSSY KOCfe, WASH.

LOCATION. Staff gage in sec. I, T. 12 N., R. 2 E., at Harmony Bridge, 1 mile

north of Mossy Rock and 2% miles above Tilton River. 

DBAINAGE AKEA. 1,170 square miles. 

RECORDS AVAILABLE. January 1912 to September 1917 (incomplete); March

1926 to July 1932 (discontinued). 

EXTEEMES. Maximum discharge during year, 30,200 second-feet Feb. 27 (gage

height, 17.2 feet); minimum, 760 second-feet Oct. 15-17, 19, 20 (gage height,

1.6 feet).

1912-17, 1926-32: Maximum discharge, 30,300 second-feet Jan. 7, 8, 1914

(gage height, 18.0 feet); minimum discharge, 630 second-feet Nov. 21-24,

Dec. 3, 5-8, 1929.

Flood of November 1906 reached a stage corresponding to about 29.4 feet

on present gage (discharge, about 51,000 second-feet). 

REMARKS. Records fair. No diversions above station.

Discharge, in second-feet, 19S1-S2

Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July

6-

7..

8..

9.. 

10-

11..

12-

13-

14-

15-

16.-.

17-

18- 

19.. 

20-

24.. 

26-

30-

31-

1,000

920

880

840

1,000

1,240

1,080

1,000

1,080

840

840

840

800

760

760

760

800

760

760

800

1,080

2,240

2,000

1,590

1,690

1,590

3,370

7,010

5,020

3,670

3,670

3,670

3,520

2,780

2,640

2,500

3,670

5,770

5,020

4,570

3,970

3,370

3,220

4,120

3,820

3,520

3,520

3,370

3,520

3,970

3,370

3,070

2,780

2,640

2,640

2,370

2,240

2,120

2,000

2,000

1,890

1,890

1,890

1,890

1,790

1,790

2,000

2,000

1,890

1,890

1,890

1,790

1,690

1,690

1,590

1,590

2,370

6,690

8,380

9,640

8,380

6,370

5,470

5,170

4,870

4,270

4,270

3,970

3,520

3,370

3,370

3,070

2,780

2,640

2,780

2,640

2,780

2,780

2,640

3,370

3,670

5,620

14,200

10,600

8,920

7,680

5,320

4,870

5,470

7,010

6,220

5,470

5,020

4,570

4,270

3,970

3,670

8,520

3,220

3,070

2,920

2,780

2,600

2,500

2,370

2,240

2,240

2,120

2,120

2,120

2,120

2,120

2,240

2,120

2,120

2,000

1,890

1,890

1,790

1,790

1,790

1,890

2,120

2,120

2,120

2,240

2,780

13,000

29,200

27,800

20,300

14,700

11,700

9,250

8,060

11,600

16,600

12,900

10,500

8,400

7,230

6,270

5,630

5,150

6,150

5,310

5,150

6,110

10,600

19,200

16,400

13,900

10,700

9,080

9,080

10,200

9,430

8,400

9,080

12,100

9,610

9,430

9,610

10,200

9,790

7,720

7,070

6,430

5,950

5,790

6,110

6,910

7,720

10,200

10,500

9,430

11,700

10,200

10,900

10,200

8,910

7,720

7,070

6,430

6,110

6,430

7,390

8,060

7,890

8,400

10,500

10,700

10,300

10,200

9,430

11,700

10,300

10,500

12,900

13,300

12,300

12,900

13,300

11,300

9,790

9,610

10,500

10,900

12,100

11,700

10,200

9,430

8,910

8,060

7,230

6,430

6,430

7,070

8,060

9,080

9,080

8,740

9,080

9,250

8,670

7,390

6,750

6,750

7,070

10,500

12,900

13,900

15,200

14,500

14,700

11,700

9,080

8,400

7,720

8,060

9,080

11,100

10,900

9,610

8,740

8,060

8,400

8,400

8,740

8,400

8,060

7,720

7,070

8,740

6,430

5,630

5,150

5,470

5,150

5,310

5,790

4,830

4,830

4,990

4,830

4,670

4,510

4,190

3,500

2,900

Month Minimum Mean Per square 

mile

Run-off

Inches Acre-feet

October . NovemberDecember. 

January . 

February.. 

March..... 

April._.. 

May.v - 

Jane. . 

July.......

7,010 

5,770 

9,640 

14,200 

.29,200 

 19,200 

11,700 

13,300 

15,200 

8,740

760

2,000

1,590

2,640

1,790

5,150

5,790

6,430

6,750

1,550

3,310

3,520

4,760

4,950

9,890

8,280

10,100

9,690

4,700

1.32

2.83

3.01

4.07

4.23

8.45

7.08

8.63

8.28

4.02

L52 

3.16 

3.47 

4.69 

4.56 

9.74 

7.90 

9.95 

9.24 

4.64

The period 

96,300 

197, OOP 

216,000 

293,000 

286,000 

608,000 

493,000 

621,000 

577,000 

289,000

3,670,000
COWLITZ RIVER BASIN

COWITPZ RIVER NEAR CASTIE BOCK, WASH.

105

LOCATION. Staff gage in sec. 34, T. 10 N., R. 2 W., 2,000 feet below mouth of 

Toutle River, 2 miles above Castle Rock, and 16 miles above mouth.

DRAINAGE AREA. 2,210 square miles.

RECORDS AVAILABLE. December 1926 to September 1932.

EXTREMES. Maximum discharge during year, 50,800 second-feet Mar. 6 (gage 

height, 11.52 feet); minimum, 1,270 second-feet Oct. 19-21.

1926-32: Maximum discharge, 74,000 second-feet Nov. 25, 1927 (gage 

height, 13.95 feet); minimum discharge, 1,230 second-feet Nov. 23, 1929.

REMARKS. Records good. No diversions.

Discharge, in second-feet, 1981-3%

Day

1 __ ... _ .....

2 

3. ...........

4.... __ . __ .

5 ............

6 _ .. _ .... _

T... ............

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.

1,400 

1,470 

1,400 

1,400 

1,980

2,300 

2,060 

1,680 

1,610 

1,470

1,470 

1,340 

1,340 

1,340 

1,340

1,340 

1,340 

1,340 

1,270 

1,270

1,340 

2,140 

4,680 

4,680 

6,400

7,200 

6,400 

11,400 

15,400 

11,400 

8,800

Nov.

7,200 

7,200 

6,800 

5,660 

4,990

4,680 

8,800 

13,800 

14,300 

14,300

10,600 

8,800 

8,400 

11,000 

10,100

9,650 

11,000 

12,400 

16,400 

15,900

11,900 

9,200 

8,000 

7,200 

6,800

6,400 

5,660 

4,990 

4,680 

4,390

Dec.

4,120 

3,870 

4,120 

4,120 

4,120

3,870 

6,400 

7,600 

6,800 

5,660

5,660 

4,990 

4,680 

4,390 

3,870

3,870 

14,300 

26,500 

23,900 

22,600

20,600 

15,900 

13,300 

13,800 

13,800

12,400 

12,800 

11,900 

10,100

8,800 

8,800

Month

Jfttiflflry r

May

July... ..... .....

September _____________

The year _________ .

Jan.

8,400 

7,600 

6,800 

6,800 

6,800

7,600 

7,600 

6,800 

8,800 

9,650

15,900 

28,600 

22,000 

16,400 

13,300

11,400 

10,600 

24,600 

23,900 

18,800

14,800 

12,800 

11,000 

10,100 

8,800

8,400 

8,000 

7,600 

6,800 

6,400 

6,020

Maximum

15,400 

16,400 

26,500 

28,600 

49,200 

47,000 

21,300 

16,400 

18,200 

11,000 

3,210 

1,900

49,200

Feb.

5,660 

4,990 

4,990 

4,680 

4,680

4,680 

4,680 

5,320 

6,020 

9,650

8,800 

7,600 

7,200 

6,020 

5,320

4,680 

4,390 

4,120 

3,870 

4,390

9,650 

8,800 

7,600 

8,000 

8,800

37,200 

49,200 

47,000 

35,800

Mar.

26,500 

22,000 

18,200 

15,400 

28,600

47,000 

30,700 

22,000 

17,000 

14,300

12,800 

11,400 

10,100 

10,100 

11,000

10,600 

14,300 

23,200 

33,500 

29,300

23,20C 

18.80C 

17.00C 

20.60C 

25,20(

22,00( 

18,20( 

21,30( 

23, 2<X 

.21.3W 

19, 40<

Minimum

1,270 

4,390 

3,870 

6,020 

3,870 

10,100 

10, 100 

8,800 

8,800 

3,210 

1,980 

1,340

1,270

Apr.

17,600 

18,200 

18,800 

17,600 

18,800

15,900 

14,800 

13,300 

12,400 

11,400

10,100 

11,400 

12,800 

14,800 

17,000

15,400 

16,400 

18,800 

21,300 

20,600

17,000 

14,300 

12,800 

11,900 

11,900

11,000 

11,900 

12,400 

12,400 

12,400

Mean

3,550 

9,040 

9,920 

11,700 

11,200 

20,'600 

14,800 

13,400 

12,100 

6,090 

2,510 

1,570

9,710

May

13,800 

15,900 

15,400 

14,300 

14,300

13,300 

13,300 

13,800 

13,800 

15,400

16,400 

15,900 

15,900 

16,400 

14,800

13,300 

12,400 

12,800 

13,800 

14,800

15,900 

14,300 

12,800 

12,400 

11,900

10,600 

9,200 

8,800 

8,800 

10,600 

11,400

June

11,900 

11,900 

11,900 

11,900 

11,900

10,600 

9,200 

8,800 

9,200 

11,900

14,300 

16,400 

18,200 

18,200 

17,600

15,400 

12,400 

11,000 

10,600 

9,650

11,000 

12,800 

13.30C 

11.90C 

11.00C

10.10C 

10.10C 10, m

10,60( 

10,6tt

Per square 

mile

1.61 

4.09 

4.49 

5.20 

5.07 

9.32 

6.70 

6.06 

5.48 

2.76 

1.14 

.710

4.39

July

9,650 

9,650 

9,200 

11,000 

9,200

7,600 

6,800 

6,400 

6,400 

6,800

8,000 

6,400 

6,020 

6,800 

6,800

6,020 

5,660 

5,320 

4,990 

4,680

4,390 

4,680 

4,680 

4,390 

4,390

4,390 

3,870 

3,870 

3, .870 

3,640 

3,210

Aug.

3,210 

3,210 

3,010 

3,010 

3,010

3,010 

3,010 

3,010 

3,010 

2,820

2,640

2,640

2,640

2,470 

2,300

2,300 

2,470 

2,470 

2,300 

2,300

2,300 

2,140 

2,140 

2,060 

2,060

2,060 

2,060 

2,060 

1,980 

2,060 

1,980

Sept.

1,900 

1,830 

1,760 

1,680 

1,680

1,680 

1,760 

1,760 

1,680 

1,610

1,540 

1,540 

1,470 

1,470 

1,470

1,470 

1,470 

1,470 

1,400 

1,610

1,760 

1,540 

1,400 

1,340 

1,400

1,400 

1,400 

1,470 

1,470 

1,540

Run-off . 1

Inches

1.86 

4.56 

. 5.18 

6.10 

5.47 

10.74 

7.48 

6.9S 

6.1] 

3. IS 

LSI 

.7£

59. r

Acre-feet "

218,000 

538,000 

610,000 

719,000 

644,000 

1,270,000 

881,000 

824,000 

720,000 

374,000 

154; 000 

> 93,400

r 7,050,000
SURFACE WATER SUPPLY, 1932, PART 12 C 

CLEAR FORK OF COWIITZ RIVER NEAR PACKWOOD, WASH.

106

LOCATION. Water-stage recorder in NE% sec. 29, T. 14 N., R. 10 E., three

quarters of a mile above mouth and 7 miles northeast of Packwood. 

DHAINAGE ABEA. 56 square miles. 

RECOKDS AVAILABLE. August 1907 to September 1917; August 1930 to September 1932. 

EXTHEMES. Maximum discharge during year, 2,270 second-feet Feb. 26 or 27

(gage height, 6.8 feet from recorded range of stage); minimum (estimated), 35

second-feet Oct. 20.

1907-17, 1930-32: Maximum discharge, 2,530 second-feet Nov. 23, 1909

(gage height, 7.3 feet, former datum) ; minimum, that of Oct. 20, 1931. 

REMABKS. Records excellent except those from October to March, which are

good, and those estimated, which are poor. No regulation. A small diversion

a few hundred feet above gage to accommodate fish hatchery.

Discharge, in second-feet, 1931-32

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. , 

Oct.

47 

45 

44 

50 

83

61 

53 

49 

48 

46

45 

44

40

41 

74 

73 

66 

73

72 

88 

564 

356 

228 

195

Nov.

190 

247 

165 

139 

128

279 

680 

342 

256 

205

176 

162 

217 

219 

191

169 

160 

146 

151 

139

124 

113 

107 

104 

103

96 

87 

83 

82 

83

Dec.

79 

78 

77 

76 

73

72 

79 

76 

73 

73

71 

69 

68 

64 

64

69 

183 

442 

430 

423

318 

246 

205 

186

140 

107

Month

December.. .. . _ ....

March..

April... .......................

July. ........-...... .......

Jan.

I 100

200

646 

220

iw

168

146 

134 

124 

120 

114

109 

106 

99 

95 

92 

82

Maximum

564 

680 

442

844 

521 

755 

940 

605 

160 

92

Feb.

84 

82

80

> 70

58 

70

570

Mar.

300

219 

203

184 

173 

167 

174 

178

180 

276 

708 

844 

600

449 

377 

332 

366 

356

301 

282 

384 

384 

366 

360

iMinimum

82 

64

215 

338 

363 

153 

90 

64

Apr.

391 

412 

394 

360 

321

273 

246 

226 

217 

215

237 

297 

391

521 

468

434 

445 

492 

457 

398

346 

297 

262 

246 

242

270 

328 

360 

370 

 416

Mean

89.2 

175 

146 

166 

177 

331 

344 

544 

616 

299 

118 

748

257

May

496 

538 

521 

496 

492

484 

521 

538 

591 

728

664 

674 

755 

690 

564

516 

556 

610 

638 

728

629 

546 

516 

472 

405

363 

338 

352 

409 

600 

529

June

521 

534 

555 

546 

445

384 

363 

402 

655

784

844 

940 

940 

908

875

648 

538 

512 

504 

586

700 

784 

658 

573 

546

561 

568 

582 

596 

561

Per square 

mile

1.59 

3.12 

2.61 

2.95 

3.16 

5.91 

6.14 

9.71 

11.0 

5.34 

2.11 

1.34 ,

4.59

July

538 

468 

605 

480 

388

349 

352 

356 

342 

430

325 

291 

288 

314 

291

285 

262 

237 

224 

230

237 

242 

230 

221 

217

197 

188 

186 

171 

158 

153

Aug.

160 

166 

151 

149 

149

144 

140 

139 

130 

125

125 

122 

118 

116 

124

120 

116 

112 

110 

106

103 

102 

97 

97 

96

96 

95 

93 

95 

93 

90

Sept.

90 

86 

83 

82 

82

81 

82 

83 

79 

76

75 

73 

72 

71 

70

70 

68 

67 

78 

92

75 

71 

69 

68 

68

68 

67 

67 

66 

64

Run-Off

Inches

1.83 

3.48 

3.01 

3.40 

3.41 

6.81 

6.85 

11.20 

12.27 

6.16 

2.43 

1.60

62.35

Acre-feet

5,480 

10,400 

8,980 

10,100 

10,200 

20,400 

20,500 

33,400 

36,700 

18,400 

7,260 

4,450

186,000
COWLITZ RIVER BASIN 107

IAKE CBEEE NEAR PACKWOOD,» WASH.

LOCATION. In sec. 21, T. 13 N., R. 10 E., 500 feet below outlet of Packwood 

Lake and 6 miles east of Packwood.

DBAINAGE AREA. 18.8 square miles.

RECOBDS AVAILABLE. September 1911 to September 1924; September 1930 to 

September 1932.

EXTBEMES. Maximum discharge during period Sept. 1, 1930, to Sept. 30, 1931, 

241 second-feet May 14 (gage height, 3.23 feet); minimum, 29 second-feet 

Nov. 8 (gage height, 1.50 feet).

Maximum discharge during year ending Sept. 30, 1932, 366 second-feet 

June 15 (gage height, 3.44 feet); minimum not determined.

1911-24, 1930-32: Maximum stage recorded, 6.0 feet (former datum) Dec. 

18, 1917 (discharge not determined); minimum, that of Nov. 8, 1930.

REMAEKS. Records good except those represented by braced figures, which 

were estimated and are poor, and those for Sept. 10, 11, 29, Oct. 1, 4, 5, 12, 21, 

1930, Oct. 22-24, 1931, Jan. 16-20, Aug. 19 to Sept. 5, 1932, which were estimated and are fair. No diversions; natural regulation in Packwood Lake. 

Some discharge measurements furnished by city of Tacoma.

Discharge, in second-feet, 1930-82

Day

1930-31 

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. ......

Sept.

40

42

43

43

43

42

40

38

38

38

37

41

44

42

41

Oct.

39

37

37

36

35

4.R

64

66

52

46

43

42dfi

37

36

34

35

36

35

34

34

33

33

33

35

35

40

38

37

35

34

Nov.

33

32

32

31

31

31

31

30

31

31

31

36

40

38

40

40

41

40

38

38

37

37

37

36

35

36

36

36

36

36

Dec.

36

36

36

36

36

36

35

35

35

35

36

37

38

38

38

38

40

38

38

38

37

36

36

36

35

34

34

34

33

33

33

Jan.

33

33

34

34

35

35

35

34

34

35

40

42

42

43

43

42

42

40

38

38

37

40

48

55

59

68

74

99

108

100

90

Feb.

50

Mar.

50

54

52

52

50

50

50

54

59

62

78

87

85

79

77

72

66

63

62

66

120

Apr.

180

163

137

114

103

96

100

98

95

90

86

84

78

76

74

72

69

67

65

62

62

50

39

46

58

68

80

105

136

169

May

186

210

228

228

223

233

228

198

166

147

143

162

203

238

236

228

218

191

169

143

125

109

105

106

119

130

134

138

141

154

173

June

182

175

156

143

138

139

149

156

162

162

152

136

129

138

149

160

171

164

149

134

120

115

108

114

114

125

129

117

106

98

July

89

84

82

83

84

84

82

81

83

81

78

74

73

71

68

65

66

65

65

66

67

66

65

63

61

58

$1

55

54

54

54

Aug.

54

55

55

54

52

50

49

d-S

47

47

46

45

44

44

43

42

42

42

42

42

42

42

42

41

41

41

41

41

41

41

40

Sept.

40

41

41

41

41

42

42

42

42

42

40

42

44

44

44

43

42

44

44

44

44

43

42

42

4A

40

40

39<M

39

' Formerly published as Lake Creek at outlet of Packwood Lake, near Lewis, Wash.

174920 33 8
108 SURFACE WATER SUPPLY, 1932, PART 12 C

Discharge, in second-feet, of Lake Creek near Packwood, Wash., 1930-32 Contd.

Day

1931-32 

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 

Oct.

38 

38 

38 

38 

40

40 

40 

39 

39

38

38 

37 

37

37 

37

37 

36 

36 

35 

35

35

36 

38 

38 

37

38 

37 

50 

78 

76 

68

'NOV.

61 

60

58 

55

55

34 

34 

34

34 

33 

33 

33

30

Month

1930 

: September ____ 

1930-31

February... .....................

April [ 

July -. 

August

1931-32

April.. 

July

The year ...................

Dec.

35

57 

57 

54 

52

51 

49 

49 

52 

51 

51

Jan.

50 

49 

47 

46 

46

47 

46 

46 

49 

50

72 

94 

92 

81 

72

70 

67 

65 

63 

60

58 

55 

53 

50 

50

49 

49 

48 

47 

47 

47

Maximum

66 

41 

40 

108

120 

180 

238 

182 

89 

55 

44

238

78

94 

169 

156 

135 

221 

354 

278

64

354

Feb.

46 

44 

44 

44 

43

43 

43 

43 

43

44

46 

45 

43 

42 

40

40 

39

38 

38 

38

40 

39 

38 

40 

43

63 

107 

151 

169

Mar.

154 

139 

117 

107 

120

127 

114 

103 

92

85

77 

73 

69 

67 

66

66 

74 

93 

143 

156

146 

132 

120 

122 

122

113 

103 

101 

101 

101 

99

Minimum

33 

30 

33 

33

39 

105 

98 

54 

40 

39

30

35

46 

38 

66 

75

ne

150 

104 

65 

47

Apr.

100 

101 

103 

101 

99

94 

88 

85 

79 

76

75 

77 

82 

100 

113

iK

135

135 

128

119 

110 

101 

96 

92

92 

95 

100 

104 

100

Mean

40,4

39.3 

35.2 

36.0 

49.4 

50.0 

60.9 

90.7 

175- 

140 

70.3 

45.0 

41.8

69.5

41.4 

45.5 

40.6 

56.9 

53.0 

107 

101 

176 

23fi 

174 

83.5 

54.8

97.5

May

116- 

136 

150 

155 

155

152 

157 

163 

168 

186

203 

210 

218 

221 

216

203 

191 

191 

196 

216

221 

213

200 

184 

168

155 

144 

132 

132 

142 

157

Perse 

mi

June

163 

170 

182 

188 

188

177 

163 

150 

152 

179

226 

278 

314 

340 

354

319 

278 

252 

228 

221

236 

265 

281 

273 

262

252 

247 

249 

252 

254

uare

2.15

2.09 

1.87 

1.91 

2.63 

2.66 

3.24 

4.82 

9.31 

7.45 

3.74 

2.39 

2.22

3.70

2.20 

2.42 

2.16 

3.03 

2.82 

5.69 

5.37 

9.36 

12.6 

9.26 

4.44 

2:91

5.19

July

278 

273 

267 

275 

244

216 

191 

179 

170 

191

191 

175 

166 

170 

168

166 

166 

152 

140 

130

132 

144 

148 

148 

148

146 

138 

132 

126 

116 

104

Aug.

99 

100 

100 

95 

96

98 

90

79

78 

77

76 

75 

74 

73 

72

71 

70 

68 

67 

66 

65

Sept.

64 

63 

62 

61 

60

59 

59 

60 

60 

58

57 

55 

54 

54 

52

52 

52 

50 

51 

56

56 

54 

52 

51 

51

50 

48 

48 

48 

47

Run-off

Inches

2.40

2.41 

2.09 

2.20 

3.03 

2.77 

3.74 

5.38 

10.73 

8.31 

4.31 

2.76 

2.48

50.21

2.54 

2.70 

2.49 

3.49 

3.04 

6.56 

5.99 

10.79 

14.06 

10.68 

5.12 

3.25

70.71

Acre-feet

2,400

2,420 

2,090 

2,210 

3,040 

2,780 

3,740 

5,400 

10,800 

8,330. 

4,320 

2,770 

2,490

50,400

2,550 

2,710 

2,500 

3,500 

3,050 

6,580 

6,010 

10,800 

14,000 

10,700 

5,130 

3,260

70,800

NOTE. Discharge Aug. 12,1930,66 second-feet, result of current-meter measurement.
COWLITZ felVEK BASIN

CTSPSS srrat KEAB BAKDIE, WASH.

109

LOCATION. Water-stage recorder in NW^ sec. 18, T. 11 N., R. 8 E. (unsurveyed),

500 feet above suspension bridge at Tower Rock ranger station and 8 miles

southeast of Randle. 

DRAINAGE AREA. 323 square miles. 

RECORDS AVAILABLE. October 1910 to February 1912; September 1929 to*

September 1932. 

EXTREMES. Maximum discharge during year, 5,260 second-feet Feb. 26 (gage

height, 6.11 feet); minimum, 258 second-feet Oct. 21 (gage height, 2.07 feet). 

1910-12, 1929-32: Maximum discharge, 6,610 second-feet Mar. 31, 1931

(gage height, 6.58 feet); minimum, 242 second-feet Dec. 3-5, 1929 (gage height,

2.02 feet). 

REMARKS. Records excellent. No diversions or regulation.

Discharge, in second-feet, 19S1-S2

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. ___ . .......

Oct.

310 

302

287 

298 

345

314 

295 

283 

279 

276

272 

268 

268 

268 

265

261 

261 

261 

261 

261

265

528 

574 

521 

588

581 

560 

1,250 

1,660 

1,340 

1,190

Nov.

1,120 

1,160 

1,030 

901

825

825 

1,560 

1,400 

1,260 

1,150

1,030 

937 

984 

1,000 

928

883 

883 

833 

919 

892

817 

753 

721 

705 

698

668 

616 

595 

581

574

Dec.

567 

560 

534 

521 

508

508 

581 

540 

521 

508

495 

477 

471 

447 

435

453 

870 

1,740 

2,220 

2,440

1,940 

1,560 

1,400 

1,400 

1,260

1,190 

1,150 

1,070 

974 

910 

874

Jan.

825 

777 

729 

721 

721

745 

713 

713 

825 

865

1,690 

1,960 

1,570 

1,370 

1,210

1,100 

1,020 

1,590 

1,570 

1,370

1,240 

1,120 

1,030 

952 

898

840 

792 

744 

712 

690 

645

Month Maximum

October . . . 

January

April......... ...... ............. -

May. . . . 

July.. ..... ... ..... 

September.. _____ . _ - =. ....

1,560 

1,560 

2,440 

1,960 

4,940 

4,530 

2,880 

4,430 

4,140 

2,030 

705 

428

4,940

Feb.

589 

582 

568 

562 

536

523 

510 

510 

497 

497

484 

471 

452 

428 

428

418 

406 

406 

401 

412

428 

428 

428 

504 

992

4,280 

4,940 

4,140 

3,040

Mar.

2,400 

1,960 

1,670 

1,570 

1,920

1,960 

1,720 

1,570 

1,420 

1,320

1,190 

1,110 

1,070 

1,150 

1,210

1,170 

1,680 

3,260 

4,530 

3,400

2,630 

2,170 

1,900 

2,030 

2,030

1,840 

1,670 

2,240 

2,240 

2,030 

1,960

Minimum

261 

574 

435 

645 

401 

1,070 

1,470 

1,840 

1,960 

668 

. 423 

323

261

Apr.

2,100 

2,170 

2,100 

2,030

1,840

1,670 

1,620 

1,520 

1,470 

1,520

1,720 

2,030 

2,400 

2,880 

2,710

2,630 

2,630 

2,630 

2,790 

2,550

2,170 

1,960 

1,720 

1,720 

1,720

2,030 

2,320 

2,470 

2,470 

2,710

Mean

471 

908 

939 

1,020 

995 

1,940 

2,140 

3,140 

2,680 

1,160 

554 

371

1,360

May

3,040 

3,310 

3,220 

3,310 

3,220

3,130 

3,400 

3,490 

3,760 

4,430

4,140 

4,140 

4,330 

4,140 

3,490

3,040 

3,040 

3,220 

3,220 

3,670

3,220 

2,790 

2,630 

2,470 

2,170

1,960 

1,840 

1,840 

2,170 

2,630 

2,790

Perse 

mi

June

2,790 

2,790 

2,880 

2,960 

2,550

2,240 

2,100 

2,170 

2,630 

3,400

3,850 

4,040 

4,140 

3,940 

3,760

3,040 

2,550 

2,320 

2,100 

2,170

2,470 

2,630 

2,550 

2,240 

2,100

2,030 

2,030 

2,030 

2,030 

1,960

luare

1.46 

2.81 

2.91 

3.16 

3.08 

6.01 

6.63 

9.72 

8.30 

3.59 

1.72 

1.15

4.21

July

1,900 

1,840 

2,030 

1,720 

1,520

1,370 

1,320 

1,320 

1,270 

1,420

1,260 

1,160 

1,170 

1,230

1,150

1,150 

1,140 

1,050 

952 

925

934 

970 

934 

907 

880

824 

784 

784 

736 

698 

668

Aug.

705 

698 

675 

668 

682

660 

645 

638

582 

575

575 

568 

542 

549 

562

575 

568 

542 

523 

490

471 

471 

478 

484 

484

484 

484 

471 

445 

458 

423

Sept.

423 

418 

406 

418 

428

428 

418 

423 

381 

390

390 

373 

373 

386

381

377 

364 

339 

343 

360

335 

327 

323 

335 

335

327 

335 

335 

327 

323

Run-off

Inches

1.68 

3.14 

3.36 

3.64 

3.32 

6.93 

7.40 

11.21 

9.26 

4.14 

L98 

1.28

57.34

Acre-feet

29,000 

54,000 

57,700 

62,700 

57,200 

119,000 

127,000 

193,000 

159,000 

71,300 

34,100 

22,100

986, CCO
SURFACE WATER SUPPLY, 1932, PART 12 C 

NORTH FORK OF TOUTLE BIVER AT ST. EBXS, WASH.

110

LOCATION. Water-stage recorder in SE% sec. 15, T. 10 N., R. 2 E., at highway

crossing three quarters of a mile west of St. Helen. Zero of gage is 878.03 feet

above mean sea level. 

DRAINAGE AREA. 120 square miles. 

RECORDS AVAILABLE. September to October 1909; September 1929 to September

1932. 

EXTREMES. Maximum discharge during year, 4,080 second-feet Mar. 5 (gage

height, 5.33 feet); minimum, 153 second-feet Oct. 19 (gage height, 1.39 feet). 

1909, 1929-32: Maximum discharge, 6,450 second-feet Mar. 31, 1931 (gage

height, 6.64 feet); minimum, that of Oct. 19, 1931. 

REMARKS. Records good. Discharge estimated Nov. 8, 9, July 24-29, Aug.

13-22. No diversions or regulation.

Discharge, in second-feet, 1931-82

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 ............

Oct.

170 

170 

166

179 

210

184 

176 

170 

168 

164

163 

161 

161 

159 

157

157 

157 

155 

155 

157

159 

311 

412 

340

554

512 

506 

1,390 

1,110

784 

624

Nov.

610 

546 

464 

410 

380

427 

847 

830 

940 

819

721 

644 

774 

812 

721

686 

819 

777 

1,110 

1,030

805 

679 

598 

539 

532

. 488 

446 

410 

392 

374

Dec.

364 

364 

364 

352 

352

352 

586 

482 

434 

416

380 

358 

352 

336 

320

345 

1,040 

1,630 

1,530 

1,440

1,160 

945 

861 

1,020 

910

919 

1,050 

896 

756 

707 

686

Month

March

^«y. .............................

June.. . ........... ........

July .........................

Jan.

637

578 

532 

552 

584

644 

604 

598 

728 

721

1,520 

1,500 

1,080 

896 

784

700 

742 

1,980 

1,680 

1,240

1,050 

889 

812 

700 

658

610 

578 

539 

513 

488 

470

Maximum

1,390 

1,110 

1,630 

1,980 

2,990 

2,780 

1,580 

1,080 

1,270 

805 

369 

280

2,990

Feb.

440 

428 

422 

416 

404

398 

404 

422 

422 

434

422 

416 

392 

374 

364

352 

342 

336 

330 

374

452 

410 

392 

482

712

2,990 

2,680 

2,000 

1,480

Mar.

1,190 

1,080 

945 

945

2,410

2,780 

1,590 

1,190 

1,020 

903

812 

749 

714

784 

777

770 

1,230 

2,030 

2,360 

1,660

1,310 

1,160 

1,080 

1,530 

1,630

1,400 

1,230 

1,680 

1,630 

1,480 

1,310

Minimum

155 

374 

320 

470 

330 

714 

882 

756 

763 

364 

, 257 

210

155

Apr.

1,310 

1,310 

1,270 

1,230 

1,230

1,080 

1,050 

980 

910 

882

896 

945 

1,020 

1,120 

1,050

1,050 

1,190 

1,350 

1,580 

1,350

1,160 

1,050 

945 

910

882

896 

980 

945 

910 

910

Mean

324 

654 

700 

826 

672 

1,330 

1,080 

934 

907 

554 

303 

235

710

May

1,020 

1,050 

980 

945 

910

896 

910 

896 

910 

1,020

980 

980 

1,020 

980 

945

889 

889 

945 

1,020 

1,080

1,050 

1,020 

980 

903

854

826 

777 

756 

805 

861 

861

Pers< 

mi

June

833 

861 

903 

910 

896

833 

791 

763 

819 

945

1,020 

1,160 

1,230 

1,270 

1,190

1,050 

945 

868 

826 

819

875 

910 

8S9 

840 

805

798 

805 

798 

798 

763

mare

2.70 

5.45 

5.83 

6.88 

5.60 

11.1 

9.00 

7.78 

7.56, 

4.62 

2.52 

-1.96

5.92

July

749 

735 

805 

805 

707

651 

617 

598 

584 

700

651 

584 

598 

644

584

552 

532 

513 

494 

476

476 

470 

470 

440 

430

420 

400 

390 

380 

364 

364

Aug.

369 

364 

358 

352 

347

342 

330 

325 

325 

330

320 

325 

310 

290 

290

290 

290 

280 

280 

280

280 

290 

275 

270 

266

266 

262

257 

266 

285 

270

Sept.

266 

262 

252

248- 

244

252 

248 

239 

234 

234

239 

239 

234 

234 

230

230 

226 

218 

234 

280

244 

226 

222 

222 

21S

214 

214 

214 

210 

210

Run-off

Inches

3.11 

6.08 

6.72 

7.93 

6.04 

12.80 

10.04 

8.97 

8.44 

5.33 

2.90 

2.19

80.55

Acre-feet

19,900, 

38,900 

43,000 

50,800 

38,700 

81,800 

64,300 

57,400 

54,000 

34,100 

18,600 

14,000

516,000
COWLITZ RIVER BASIN 111

TOUTIE BITER NEAE SIIVEE LAKE, WASH.

LOCATION. Water-stage recorder in SE# sec. 19, T. 10 N., R. 1 E., under highway bridge half a mile below junction of North and South Forksr 5, miles aortheast of Silver Lake, and 9 miles northeast of Castle Rock. 

DRAINAGE ABBA. 472 square miles. 

KBCOBDS AVAILABLE. October 1919 to December 1923; September 1929 to

September 1932. September 1909 to August 1912 at site 2 miles downstream. 

.EXTBEMES. Maximum discharge during year, 20,000 second-feet Mar. 5 (gage

height, 12.12 feet); minimum, 297 second-feet Oct. 19 (gage height, 1.71 feet). 

1910-12, 1920-23, 1929-32: Maximum discharge, 35,600 second-feet Mar.

2, 1910 (gage height, 11.0 feet at former site); minimum, 257 second-feet Nov.

21, 1929. 

HEMARKS. Records fair. No diversions or regulation.

Discharge, in second-feet, 1981-82

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 ............

Oct.

338 

326 

319 

334 

629

480 

415 

388 

362 

346

338 

330 

323 

319 

308

304 

308 

308 

304 

308

323 

1,030 

1,890 

1,450 

2,740

2,550 

2,310 

4,640 

3,940 

2,710 

2,040

Nov.

1,650 

1,700 

1,410 

1,220 

1,100

1,090 

3,120 

3,190 

3,760 

3,430

2,630 

2,230 

2,390 

2,710 

2,390

2,390 

3,270 

3,270 

4,720 

4,400

3,270 

2,630 

2,310 

2,010 

1,960

1,770 

1,560 

1,440 

1,350 

1,270

Dec.

1,230 

1,200 

1,220 

1,170 

1,120

1,100 

2,110 

1,960 

1,640 

1,560

1,440 

1,320 

1,270 

"1,180 

1,110

1,140 

4,130 

7,430 

6,170 

5,570

4,620 

3,760 

3,270 

3,760 

3,510

3,430 

4,020 

3,510 

2,950 

2,470 

2,390

Month

December .........................

March _____ . ................

April.. .......................

May..............................

Jnne. 

July......... ...................

September. _ » _ . .........

The year. _________

Jan.

2,230 

1,980 

1,780 

1,830 

1,880

2,100 

1,990 

1,900

2,470 

2,710

6,060 

6,800 

4,530 

3,680 

3,110

2,710 

2,790 

9,460 

7,720 

5,370

4,180 

3,590 

3,110 

2,790 

2,550

2,310 

2,120 

1,920 

1,760 

1,650 

1,510

Maximum

4,640 

4,720 

7,430 

9,460 

12,000 

13,600 

5,350 

3,060 

2,900 

1,700 

631 

560

13,600

Feb.

1,370 

1,300 

1,220 

1,190 

1,130

1,090 

1,100 

1,220 

1,350 

1,770

1,710 

1,660 

1,550 

1,380 

1,310

1,210 

1,150 

1,100 

1,070 

1,300

2,230 

1,980 

1,770 

2,390 

2,910

*) IVlft

10,900 

7,550 

5,540

Mar.

4,610 

4,160 

3,550 

3,300 

10,500

13,600 

6,740 

4,790 

3,890 

3,380

2,980 

2,680 

2,520 

2,600 

2,600

2,520 

3,970 

6,510 

7,970 

5,920

4,610 

3,890 

3,640 

5,080 

6,320

5,350 

4,520 

5,730 

5,730 

5,350 

4,610

Minimum

304 

1,090 

1,100 

1,510 

1,070 

2,520 

2,600 

1,700 

1,480 

637 

433 

350

304

Apr.

4,340 

4,250 

4,430 

4,160 

4,430

3,890 

3,720 

3,380 

3,060 

2,900

2,820 

2,900 

2,980 

3,380 

3,140

3,220 

3,640 

4,340 

5,350 

4,790

3,980 

3,460 

3,060 

2,900 

2,820

2,680 

2,750 

2,750 

2,600 

2,600

Mean

1,060 

2,390 

2,670 

3,240 

2,530 

4,960 

3,490 

2,300 

1,960 

1,050 

521 

410

2,210

May

2,820 

3,060 

2,820 

2,520

2,450

2,310 

2,310 

2,240 

2,240 

2,450

2,450 

2,380 

2,450 

2,450 

2,240

2,100 

2,030 

2,170 

2,310

2,680

2,680 

2,450 

2,310 

2,170 

2,030

1,960 

1,760 

1,700 

1,7W 

1,890 

1,960

Pers< 

m

June

1,890 

1,890 

2,030 

2,100 

2,100

1,890 

1,760 

1,640 

1,760 

2,100

2,380 

2,680 

2,820 

2,900 

2,750

2,310 

1,960 

1,760 

1,700 

1,640

1,820 

1,960 

1,960 

1,700 

1,580

1,580 

1,580 

1,680 

1,580 

1,480

luare

He

2.25 

5.06 

5.66 

6.86 

5.36 las

7.39 

487 

4.15 

2.22 

1.10 

.869

4.68

July

1,430 

1,380 

1,530 

1,700 

1,380

1,190 

1,090 

1,060 

1,030 

1,310

1,280 

1,130 

1,090 

1,330 

1,190

1,100 

1,030 

975 

935 

903

880 

872 

858 

806

778

764 

730 

704 

685 

661 

637

Aug.

.625 

625 

601 

589 

583

571 

554 

543 

566 

631

577 

613 

571 

521 

510

505 

495 

475 

470 

480

470 

495 

470 

446 

438

433 

442 

433 

433 

490 

490

Sept.

465 

460 

442 

428 

424

420 

420 

415 

406 

406

. 402 

397 

392 

388 

384

379 

388 

392 

406 

560

490 

433 

406 

397 

392

379 

370 

362 

358 

350

Run-Off

Inches

2.59 

5.64 

6.52 

7.91 

5.78 

12.11 

8.24 

5.62 

4.63 

2.56 

1.27 

.97

63.84

Acre-feet

65,200 

142,000 

164,000 

199,000 

146,000 

305,000 

208.W8 

141,000 

lit, 000 

64, 6W 

32,000 

24,400

1,610,000
SUKFACE WATER SUPPLY, 1932, PART 12 C

YOUNGS RIVER BASEST

YOUNGS RIVER NEAR ASTORIA, OREG.

112

LOCATION. Water-stage recorder in SE^ sec. 27, T. 7 N., R. 9 W., 3 miles southwest of Olney and 9 miles south of Astoria. 

DRAINAGE AKEA. 30 square miles. 

RECORDS AVAILABLE. August 1927 to September 1932; March 1916 to September 1917 (stage only) at site 2 miles upstream. 

EXTREMES. Maximum discharge during year, 4,330 second-feet Nov. 19 (gage

height, 5.60 feet); minimum, 5 second-feet Sept. 16 (gage height, 0.93 foot). 

1927-32: Maximum discharge, 5,840 second-feet Mar. 31, 1931 (gage height,

6.3 feet); minimum, 4 second-feet Aug. 31 to Sept. 2, 1931 (gage height, 0.92

foot). 

REMARKS. Records good. No diversions or regulation above station. Gageheight record furnished by city engineer of Astoria.

Discharge, in second-feet, 1931-3%

Day

I . .... .

2...............

3 . ...........

4...............

5.. .............

6...............

7.. __ .........

8........ ...... .

9...............

10...5-. .........

11 _______ ........

12...............

13.... ...........

14...............

15...............

16...............

17...............

18...............

19...............

20...............

21...............

22..... ____ ..

23...............

24....... .... .

25...............

26........... ...

27... .........

28...............

29...............

30...............

31.... ...........

Oct.

20 

17 

15 

32 

104

51 

37 

29

26 

24

23 

21 

20 

2Q 

18

18 

20 

20 

18 

19

35 

588 

600 

444 

810

638 

616 

726 

408 

261 

179

Nov.

144 

127 

104 

91

78

109 

360 

479 

1,400 

689

360 

239 

352 

397 

370

424 

646 

616 

2,270 

798

408 

276 

205 

166 

179

150 

127 

113 

104 

98

Dec.

92

102 

124 

104 

95

102 

546 

355 

257 

269

205 

185 

192 

160 

143

152 

645 

606 

762 

479

375 

375 

501 

888 

762

774 

762 

493 

355 

370 

414

Month

October ______________

January ______________

February... ......................

May

July............................... August . . . . . .

September.... _ . _ . .

Jan.

397 

307 

242 

253 

246

253 

208 

190 

265 

250

964 

606 

365 

272 

210

202 

782 

2,620 

1,250 

680

424 

312 

239 

195 

195

198 

195 

181 

181 

177 

159

Maximum

810 

2,270 

888 

2,620 

1,430 

2,050 

982 

116 

43 

28 

23 

19

2,620

Peb.

146 

133 

119 

112

107

102 

157 

424 

901 

836

714 

551 

424 

312 

239

192 

166 

148 

136 

408

738 

437 

316 

302 

459

1,430 

669 

419 

430

Mar.

458 

500 

365 

340 

2,050

1,020 

526 

360 

269 

216

179 

157 

141 

143 

132

156 

355 

386 

345 

335

257 

220 

. 265 

914

774

479 

370 

500

458 

375 

294

Minimum

15 

78 

92 

159 

102 

132 

91 

26 

12 

9 

6 

5

5

Apr.

284 

289 

298 

542 

901

500 

380 

312 

246 

208

183 

159 

144 

148 

126

126 

232

316 

982 

585

380 

276 

220 

181 

164

143 

126 

112 

101 

91

Mean

189 

396 

376 

420 

397 

430 

292 

49.4 

21.0 

14.4 

10.1 

7.1

216

May

116 

94

84 

78

74

70 

66 

61

58 

55

-51 

49 

47 

45 

43

40 

38 

37 

39 

42

37 

35 

37 

36 

32

31 

29 

28 

26 

26 

26

Perse 

mi

June

27 

29 

29 

30

43

38 

30 

28 

26 

23

20 

20 

18 

18 

18

18 

18 

19 

22 

19

17 

16 

15 

14 

14

13 

12 

12 

12 

12

[uare

6.30 

13.2 

12.5 

14.0 

13.2 

14.3 

9.73 

1.65 

.700 

.480 

.337 

.237

7.20

July

11 

12

24 

28 

20

16 

15 

13 

12 

13

17 

15 

14 

18 

18

18

18 

15 

15 

13

12 

12 

12 

12 

12

12 

11 

10 

10 

10 

9

Aug.

9 

9 

8 

8

7

7 

6 

7 

10 

20

23 

20 

17 

14 

12

11 

10 

10 

9 

9

9

9 

8 

8

7

7 

7 

7 

8 

8 

8

Sept.

8 

7 

6 

6 

6

6 

6 

6 

6 

6

6 

6 

6 

6 

6

5 

6 

6 

8 

19

13 

10 

8

7 

7

6 

6 

6 

6 

6

Ban-Off

Inches

7.26 

14.73 

14.41 

16.14 

14.24 

16.49 

10.86 

1.90 

.78 

.55 

.39 

.26

98.01

Acre-feet

11,600 

23,600 

23,100 

25,800 

22,800 

26,400 

17,400 

3,040 

1,250 

885 

621 

422

157,000
SURFACE WATEK SUPPLY, 1932, PART 12 C 113

STREAMS BETWEEN COLUMBIA RIVER AND KLAMATH RIVER 

WDUSON RIVER BASIN

wnson RIVER NEAR TULAMOOK, OEEG.

LOCATION. Staff gage in NW% sec. 18, T. 1 S., R. 8 W., 1 mile above North 

Fork and 7 miles east of Tillamook.

DRAINAGE ABBA. 162 square miles.

RECOBDS AVAILABLE. July 1931 to September 1932. December. 1914 to November 1916 at station three quarters of a mile downstream (incomplete).

EXTBEMES. Maximum discharge during year, 16,700 second-feet Jan. 18 (gage 

height, 13.84 feet); minimum, 65 second-feet Sept. 18, 30 (gage height, 0.40 

foot).

1914-16, 1931-32: Maximum discharge recorded, that of Jan. 18, 1932; 

minimum, that of Sept. 18, 30, 1932.

Maximum stage known, about 20.8 feet at former gage in February 1916 

(discharge not determined).

REMARKS. Records excellent. No diversions or regulation above gage.

Discharge, in second-feet, 1981-82

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

80

31 . 

Oct.

169 

140 

125 

196 

365

248 

199 

175 

157 

145

135 

130 

125 

120 

116

118 

140 

125 

116 

112

145 

1,470 

1,380 

1,380 

2,240

2,340 

3,390 

3,940 

2,640 

1,650 

1,200

Nov.

978 

818 

675 

608 

545

608 

2,140 

2,440 

4,380 

4,270

2,340 

1,740 

2,040 

2,040 

2,040

2,340 

3,830 

3,940 

8,130 

6,450

3,550 

2,400 

1,770 

1,470 

1,370

1,140 

965 

840 

765 

695

Dec.

630 

662 

802 

695 

630

600 

2,510 

1,970 

1,570 

1,370

1,140 

1,010 

920 

840 

765

695 

4,270 

5,410 

5,540 

4,630

3,190 

2,620 

2,510 

3,670 

3,430

3,190 

3,430 

2,840 

2,290 

2,400 

3,070

Month

October ___________ ......

December ____________

Fohninrv

March .. __ ..... .....

Aprfl _______ May . ................

July.. _____ ___

AllPTIpt m M

September 

The year. 

Jan.

3,310 

2,620 

2,070 

1,770 

1,870

1,970 

1,670 

1,470 

2,180 

2,070

4,630 

4,390 

2,840 

2,180 

1,670

1,470 

2,510 

13,400 

8,550 

5.410

3,550 

2,620 

1,970 

1,670 

1,470

1,280 

1,190 

1,010 

920 

840 

765

Maximum

3,940 

8,130 

5,540 

13,400 

10,600 

7,710 

3,910 

840 

262 

186 

189 

130

13,400

Feb.

695 

630 

600 

600 

570

570 

730 

1,370 

1,770 

2,730

2,510 

2,290 

1,870 

1,570 

1,280

1,100 

965 

840 

765 

1,280

2,840 

2,400 

1,870 

2,290 

4,510

10,600 

6,870 

4,630 

3,430

Mar.

3,070 

2,950 

2,510 

2,290 

6,190

7,150 

4,270 

2,950 

2,180 

1,770

1,470 

1,280 

1,140 

1,140 

1,140

1,370 

4,270 

5,150 

4,150 

3,190

2,400 

1,970 

2,510 

7, 710 

6,870

4,510 

3,310 

4,510 

4,030 

3,070 

2,510

Minimum

112 

545 

600 

765 

570 

1,140 

765 

245 

125 

96 

80 

65

65

Apr.

2,070 

1,970 

1,870 

2,180 

2,620

2,620 

2,180 

2,070 

1,770 

1,670

1,470 

1,370 

1,190 

1,280 

1,010

1,670 

2,290 

2,840 

3,910 

3,430

2,510 

1,970 

1,670 

1,370 

1,190

1,010 

1,010 

920 

802 

765

Mean

804 

2,250 

2,240 

2,750 

2,210 

3,320 

1,820 

428 

187 

122 

99.3 

75.9

1,360

May

802 

840 

765 

695 

630

570 

542 

515 

515 

488

460 

435 

410 

388 

365

365 

342 

320 

320 

365

342 

320 

365 

320 

280

280 

262 

245

245 

245 

245

Perse 

mi

June

245 

245 

245 

245 

262

245 

238 

231 

224 

210

204 

198 

192 

186 

180

180 

174 

168 

174 

168

156 

156 

150 

145 

140

140 

135 

132 

130 

125

uare

4.96 

13.9 

13.8 

17.0 

13.6 

20.5 

11.2 

2.64 

1.15 

.753 

.613 

.469

8.40

July

125 

125 

186 

150 

125

120 

120 

120 

115 

125

150 

130 

130 

145 

135

150 

135 

125 

120 

120

115 

110 

105 

105 

105

100 

96 

100 

100 

100 

96

Aug.

92 

92

88 

84 

84

84 

80 

SO 

100 

189

174 

150 

135 

120 

120

105 

100 

96 

92 

92

88 

88 

86 

84 

80

80 

80 

80 

82 

88 

86

Sept.

88 

88 

77 

76 

74

a

71 

77 

74 

71

9

74 

74

n

68

68 

68 

65 

68 

130

88 

84 

84 

86 

71

71 

68 

66 

66 

65

Run-oft

Inches

5.72 

15.51 

15.91 

' 19.60 

1467 

23.63 

12.50 

3.04 

1.28 

.87

.n

.52

113.96

Acre-feet

49,400 

134,000 

138,000 

169,000 

127,000 

204,000 

108,000 

26,300 

11,100 

7,600 

6,110 

4,520

985,000
114 SURFACE WATER SUPPLY, 1932, PART 12 C

 

TRASS RIVER BASIN

 ERASE KIVBR NEAR THIAMOOK, OBEG.

LOCATION. Water-stage recorder in NW}£ sec. 30, T. 1 S., R. 8 W., half a mile

above Gold Creek and 6 miles east of Tillamook. 

DRAINAGE AREA. 152 square miles. 

RECORDS AVAILABLE. July 1931 to September 1932. 

EXTREMES. Maximum discharge during period July 1931 to September 1932,

12,500 second-feet Jan. 18 (gage height, 9.6 feet); minimum, 68 second-feet

Sept. 30,1932 (gage height, 0.53 foot). 

Maximum stage known, about 17 feet, probably occurred during floods of

November 1921 or Mar. 31, 1931. 

REMARKS. Records excellent. No diversions or regulation above station.

Discharge, in second-feet, 19S1-8®

Day

1. ...........

2...............

3 _____ ......

4 __ ....... ...

* .. .._....

 6...............

7...............

8. _ . _ . ....

9...............

10...............

11...............

12...............

13...............

14...............

15_ . ____.

18...............

17.......... ...

18...............

19..... __ ...

 20... ............

21 ... . _ ......

22 . . ._...__

23. . ._.....

24_.___ _______

25 ...........

26..... .......

27...............

28

29. .... .......

SO........ .......

31 __ . _ ... ...

Oct.

112 

99 

93 

124 

376

194 

144 

121 

112 

106

99 

96 

95 

92

88

88 

97 

97 

92 

90

118 

958 

770 

770 

1,680

1,680 

2,110 

2,850 

1,940 

1,300 

958

Nov.

800 

680 

603 

535 

485

550 

1,390 

1,890 

3,860 

3,600

2,110 

1,480 

1,630 

1,680 

1,680

1,940 

3,040 

3,110 

6,280 

4,900

2,920 

2,000 

1,530 

1,220 

1,140

990 

860 

800 

722 

669

Dec.

630 

642 

800 

728 

664

658 

1,390 

1,300 

1,100 

1,020

925 

860 

830 

740 

686

686 

2,210 

3,180 

3,250 

3,180

2,530 

2,170 

2,110 

2,920 

2,660

2,590 

2,850 

2,470 

2,060 

2,060 

2,530

Month

December _____________

F«feftMpjr _________ . ......

March

ApriL. . __ . ___ .... _

7wS*ftv

Tnr»

July.... . .-,. 

September...- 

Th^ yew

Jan.

2,590 

2,110 

1,730 

1,580 

1,480

1,530 

1,390 

1,260 

1,780 

1,630

3,250 

3,600 

2,410 

1,840 

1,480

1,300 

2,190 

10,200 

6,930 

4,710

3,180 

2,350 

1,780 

1,480 

1,300

1,140 

1,060 

958 

892 

860 

770

Maximum

2,850 

6,280 

3,250 

10,200 

6,210 

5,710 

2,920 

830 

285 

202 

164 

153

10,200

Feb.

698 

652 

630 

630 

598

603 

800 

1,180 

1,630 

2,410

2,350 

2,170 

1,780 

1,440 

1,220

1,060 

926 

860 

800 

1,100

1,780 

1,580 

1,340 

1,530 

2,440'

6,210 

4,560 

3,250 

2,920

Mar.

2,780 

2,980 

2,410 

2,110 

4,940

5,710 

3,600 

2,530 

1,940 

1,630

1,340 

1,180 

1,060 

1,020 

990

1,260 

2,920 

3,740 

3,460 

2,630

2,000 

1,680 

1,780 

4,790 

5,030

3,670 

2,850 

3,320 

3,390 

2,720 

2,170

Minimum

88 

485 

360 

770 

598 

990 

734 

269 

131 

95 

81 

68

68

Apr.

1,780 

1,630 

1,480 

1,730 

2,720

2,290 

1,940 

1,730 

1,630 

1,340

1,220 

1,100 

1,020 

990 

892

892 

1,530 

1,840 

2,920

2,660

2,060 

1,680 

1,390 

1,220 

1,060

958 

892 

830 

770 

734

Mean

563 

1,830 

1,690 

2,280 

1,690 

2,690 

1,490 

460 

197 

126 

98.4 

81.2

1,100

May

830 

800 

728 

680 

636

608 

676 

660 

525 

515

485 

470 

445 

425 

411

393 

375 

366 

366 

375

362 

339 

366 

326 

312

294 

281 

273

277 

277 

269

Pet s< mi

June

265 

285 

281 

269 

277

261 

245 

241 

225 

217

209 

202 

194

 188 

184

180 

174 

177 

180 

170

167 

161 

156 

153 

150

147 

144 

138 

134 

131

mare

3.70 

12.0 

11.1 

15.0 

11.1 

17.7 

9.80 

2.96 

1.80 

.829 

.647 

.534

7.24

July

128 

126 

202

188 

147

136 

128 

124 

116 

141

144 

128 

128 

144 

144

144 

131 

124 

118 

116

114 

110 

108 

108 

110

108 

101 

99 

99 

99 

95

Aug.

95 

95 

93 

92 

90

90 

88 

92 

116 

160

164 

141 

118 

110 

110

101 

95 

93 

90 

88

86 

86 

85 

85 

85

83 

81 

81 

83 

93 

92

Sept.

92 

88 

83 

81 

80

80 

80 

81 

78 

77

77

78 

75 

75 

72

72 

71 

72 

85 

163

103 

86 

81 

80 

78

75 

74 

71 

70 

68

Run-oft

Inches

4.27 

IB. 39 

12.80 

17.29 

11.97 

20.41 

10.93 

3.41 

1.45 

.96 

.75 

.60

98.23

Acre-feet

34,600 

109,000 

104,000 

140,000 

97,200 

165,000 

88,700 

27,760 n,2<ffl

7,750 

6.0SO 

4,830

797,*»
SURFACE WATER SUPPLY, 1932, PART 12 C

NB^TUCCA RIVER BASEST 

FESTTOCA BITER NEAR McMINNVIIlE, ORES.

115

LOCATION. Water-stage recorder in 8W% sec. 8, T. 3 S., R. 6 W., half a mile below

dam at outlet of Meadow Lake and 13 miles northwest of McMinnville. 

DRAINAGE AREA. 12 square miles. 

RECOBDS AVAILABLE. October 1928 to September 1932. 

EXTREMES. Maximum discharge during year, 732 second-feet Jan. 18 (gage

height, 3.75 feet); minimum, 1.7 second-feet Sept. 17-19, 29, 30 (gage height,

0.42 foot).

1928-32: Maximum discharge, 1,600 second-feet Mar. 31, 1931 (gage height,

4.84 feet); minimum, 1.0 second-foot Oct. 11, 1929. 

REMABKS. Records good except those estimated Mar. 16 to Apr. 6, July 3-10,

which are fair. No diversions above gage. Flow regulated to small extent by

dam at outlet of Meadow Lake.

Discharge, in second-feet, 1931-32

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 .

26... ....

26. 

27 

28

29

30

81...-. .......

Oct.

2.6 

2.5 

2.4 

2.6 

3.6

3.8 

3.6 

3.0 

2.7 

2.8

2.7 

2.4 

2.4 

2.5 

2.7

2.5 

2.6 

2.6 

2.6 

2.6

3.0 

9.5 

19 

23 

39

53 

70 

85 

70 

51 

39

Nov.

30 

23 

19 

17 

15

15 

27 

62 

147 

194

114 

75 

66 

69 

64

76 

118 

129 

 262 

250

138 

94 

73 

61 

56

50 

43 

37 

34 

31

Dec.

29 

30 

55 

65

57

51 

70

77 

70 

65

57 

50 

47 

41 

36

35 

68 

136 

160 

197

164 

132 

127 

190

171

160 

182 

149 

114 

121 

200

Month

November.. ......................

January.... ........... ..... ...

Ajwfl .,_. . May ._____ ..

June. .

July.... _ . .

Anemst,. . .

September,. . -

Jan.

204 

149 

115 

96

86

84 

77 

72 

96 

100

136 

184 

132 

105 

88

78 

83 

533 

480 

286

178 

127 

102 

86 

76

70 

66 

58 

53 

50 

46

M>""""i"i

85 

262 

200 

533 

279 

370

50 

13 

4.3 

3.0 

2.1

533

Feb,

41 

38 

36 

36 

34

34 

39 

49

58 

89

90 

88 

80 

68 

61

54 

49 

45 

42 

50

80 

80 

73 

77 

92

238 

279 

202 

167

Mar.

145 

136 

115 

104 

180

370 

229 

150 

116 

102

90

78 

71 

68 

67

143

Minimum

2.4 

15 

29 

46 

34 

67 

38 

13 

4.5 

3.1 

2.1 

1.7

1.7

Apr.

104

102 

91 

81 

72

65 

59 

55 

53 

50

48 

73 

90 

120 

116

99 

83 

72 

64

58

52 

47 

43 

39 

38

Mean

16.7 

79.6 

100 

132 

81.7 

139 

76.5 

24.6 

7.86 

3.67 

2.49 

1.91

55.5

May

44 

50 

47 

42 

39

36 

34 

32 

30 

29

26 

24 

23 

22 

21

20 

19 

19 

18 

19

19 

18 

18 

17 

16

15 

14 

13 

13 

13 

13

Per s< mi

June

13 

13 

13 

12 

11

11 

10 

10 

9.5 

9.0

8.5 

8.0 

7.5 

7.0 

6.8

6.8 

6.6 

6.4 

6.6 

6.4

6.2 

6.1 

5.9

5.7 

5.5

5.3 

5.0 

4.9 

4.7 

4.5

le

1.39 

6.63 

8.33 

11.0 

6.81 

11.6 

6.38 

2.05 

.655 

.306 

.208 

.159

4.62

July

3.7 

3.4

3.6

3.7 

3.7 

3.8 

3.9 

4.2

4.3 

4.2 

3.9 

3.8 

3.9

4.2 

3.9 

3.8 

3.6 

3.5

3.5 

3.4 

3.3 

3.2 

3.1 

3.1

Aug.

3.0 

2.9 

2.8 

2.8 

2.7

2.5 

2.4 

2.4 

2.3 

2.5

2.8 

2.8 

2.8 

2.8 

2.7

2.6 

2.4 

2.4 

2.4 

2.4

2.4 

2.4 

2.4 

2.4 

2.4

2.3 

2.2 

2.1 

2.1 

2.1 

2.1

Sept.

2.1 

2.1 

2.1 

2.1 

2.0

2.0 

2.0 

2.0 

2.0 

2.O

1.9* 

1.9- L8-- 

1.8 1.8.

1.8- 

1.7 

1.7 

1.8 1.9-

2.0 

2.0 

2.0 

2.0 

2.0

1.9 

1.8 

1.8 

1.7 

1.7

Run-off

Inches

1.60 

7.40 

9.60 

12.68 

7.34 

13.37 

7.12 

2.36 

.73 

.35 

.24 

.18

62.97

Acre-feet

1,0% 

4,740 

6,1ft)

§8 

%

153

114

40,100
116 SURFACE WATER SUPPLY, 1932, PART 12 C

SILJETZ RIVER BASIN

SELETZ BIVEB AT SILETZ, OREG.

LOCATION. Wire gage in SWK sec. 9, T. 10 S., R. 10 W., at highway bridge

three quarters of a mile southwest of Siletz. 

DRAINAGE: AREA. 204 square miles. 

RECORDS AVAILABLE. November 1905 to May 1912; January 1924 to September

1932. 

EXTREMES. Maximum discharge during year, 21,800 second-feet Jan. 18 (gage

height, 18.93 feet); minimum, 72 second-feet Sept. 30 (gage height, 0.88 foot). 

1905-12, 1924-32: Maximum discharge, 34,600 second-feet Nov. 22, 1909;

minimum, 51 second-feet Dec. 6, 7, 1929.

Maximum discharge known, 40,800 second-feet Nov. 20, 1921 (gage height,

about 30.9 feet at present gage). 

REMARKS. Records good. Wo diversions for irrigation above station. Flow

regulated slightly at low and medium stages by operation of logging pond at

Valsetz.

Discharge, in second-feet, 19S1 8®

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. ...........

Oct.

235

176 

152 

140 

655

355 

205 

190 

176 

163

163 

152 

152 

138 

132

128 

152 

152 

130 

128

126 

2,210 

2,040 

1,430

2,970

2,770 

4,720 

5,100 

3,300 

2,120 

1,570

Nov.

920 

1,040 

980 

920 

810

755 

2,390 

2,870 

4,720 

6,660

4,000 

2,570 

2,210 

2,670 

2,570

3,760 

6,800 

6,010 

12,500 

10,100

5,620 

3,880 

2,570 

2,040 

1,500

1,360 

1,290 

1,160 

1,040 

980

Dec.

865 

1,040 

3,640 

2,670 

2,040

1,720 

2,300 

2,120 

1,880 

1,720

1,646 

1,500 

1,570 

1,430 

1,290

1,220 

2,120 

3,640 

4,360 

5,880

4,840 

4,120 

3,640 

4,720 

4,120

3,760 

4,480 

4,000 

3,520 

3,640 

7,080

Month

October.. ._._..__.... ......

November ____________

December.. .......................

February March "

April ....................... \fa%r

July. .....................

August

September ____ . ...............

Jan.

6,270 

4,600 

3,410 

2,670 

2,210

2,120 

2,040 

1,800 

3,410

2,870

3,760 

6,530 

3,640 

2,570 

1,960

2,040 

2,210 

21,800 

11,200 

6,940

4,840 

3,520 

2,670 

2,210 

1,960

1,640 

1,500 

1,360 

1,430 

1,570 

1,430

Maximum

5,100 

12,500 

7,080 

21,800 

9,550 

12,000 

4,480 

980 

320 

205 

128 

120

21,800

Feb.

1,220 

1,160 

1,100 

1,160 

1,040

1,160 

1,040 

2,390 

2,870 

4,600

2,300 

3,880 

3,410 

2,770 

1,430

1,160 

920 

1,360 

1,220 

1,290

1,570 

1,430 

1,360 

1,500 

2,210

9,550 

4,970 

3,880 

3,300

Mar.

2,970 

3,520 

3,080 

2,570 

3,640

6,940 

5,750 

4,240 

3,080

2,770

2,300 

2,040 

1,800 

1,720 

1,500

1,640 

6,660 

12,000 

9,260 

6,140

4,000 

2,970 

2,870 

9,400

7,520

5,620 

4,720 

6,270 

6,140 

4,720 

3,520

Minimum

126 

755 

865 

1,360 

920 

1,500 

920 

285 

152 

110 

86 

72

72

Apr.

2,670 

2,480 

2,390 

2,300

2,870

2,570 

2,390 

2,210 

1,960 

1,800

1,570 

1,430 

1,290 

1,290 

1,160

1,160 

2,390 

3,640 

4,480 

3,760

2,870 

2,390 

1,960

1,720 

1,570

1,360 

1,220 

1,100 

980 

920

Mean

1,040 

3,220 

2,990 

3,810 

2,320 

4,560 

2,060 

506 

215 

144 

99.1 

82.6

1,750

May

980 

920 

865 

705 

755

705 

655 

655 

610 

565

520 

542 

435 

475 

435

435 

395 

395 

395 

415

395 

415 

455

375 

338

320 

320 

285 

285 

320 

320

Per st 

mi

June

302 

320 

320

285 

285

268 

 250 

250 

250 

250

250 

220 

205 

205 

205

190 

190 

176 

190 

190

176 

176 

176 

176 

163

163 

152 

152

152 

152

le

5.10 

15.8 

147 

18.7 

11.4 

22.4 

10.1 

2.48 

1.05 

.706 

.486 

.404

8.58

July

152 

140 

163 

205 

152

140 

138 

136 

134 

140

163 

140 

152 

176 

190

205 

176 

152 

140 

140

134 

130

122 

122 

128

126 

118 

115 

117 

112 

110

Aug.

108 

106 

103 

100

98

97 

93 

103 

120 

128

117 

110 

106 

106 

103

103 

100 

93 

93 

92

90 

90 

89

89 

87

87 

86 

86 

90 

97 

101

Sept.

95 

92 

89 

86 

86

80 

78 

79 

80 

79

80 

82 

79

78 

77

77 

79 

79 

82 

120

103 

86 

80 

80 

79

77 

74 

73 

73 

72

JJun-ofi

Inches

5.88 

17.63 

16.95 

21.56 

12.30 

25.82 

11.27 

2.86 

1.17 

.81 

.66 

.45

117.26

Acre-feet

64,000 

192,000 

184,000 

234,000 

133,000 

280,000 

123,000 

31,100 

12,800 

8,850 

6,090 

4,910

1,270,000
SURFACE WATER SUPPLY, 1932, PART 12 C

SITJSLAW RIVER BASIN

SIUSIAW RIVER ABOVE WILDCAT CREEK, AT AUSTA, OREG.

117

LOCATION. Water-stage recorder in SEJ4 sec. 16, T. 18 S., R. 8 W., a quarter

of a mile above Wildcat Creek and Austa. 

DRAINAGE ABBA. 267 square miles.

RECORDS AVAILABLE. September 1931 to September 1932. 

EXTREMES. Maximum discharge during period, 5,880 second-feet Mar. 19

(gage height, 9.50 feet); minimum, 22 second-feet Sept. 4, 5, 1931 (gage

height, 1.07 feet).

Flood of Mar. 31, 1931, reached a stage of about 14 feet; flood of February

1927 probably reached a higher stage.

REMARKS. Records good. No diversions or regulation above gage.

Discharge, in second-feet, 1981-&

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-. 

Sept.

24 

24 

24 

22 

22

25 

28 

28 

29 

34

36 

30 

29 

29 

26

26 

26 

28 

30 

34

30

28 

26 

26 

26

24 

24 

24 

26 

30

Oct.

29 

28 

26 

26 

28

28 

26 

24 

24 

24

24 

23 

23 

24 

24

24 

24 

26 

26 

26

24 

174 

375 

352 

250

208 

352 

420 

250 

150 

112

Nov.

88 

75 

64 

60 

56

72 

61 

420 

586 

1,230

535 

375 

250 

375 

420

1,110 

1,780 

1,570 

3,050 

3,590

1,780 

1,050 

760 

610 

488

442 

375 

352 

290 

270

Dec.

250 

250 

710 

930 

760

660 

710 

930 

930

815

815 

815 

815 

760

815

710 

660 

870 

990 

1,640

2,410 

1,850 

1,780 

3,320 

2,650

2,330 

4,310 

4,310 

2,970 

2,570 

4,580

Month

Septembe

Novembe 

Decembei

February 

ACdrch

' 1931

1931-32

May.......... _..._. .. ._.

June July.... - . - - - -

August... Septembe

The year. ....... 

Jan.

4,680 

2,970 

2,010 

1,570 

1,230

1,050 

930 

870 

815 

870

1,230 

1,850 

1,570 

1,230 

1,050

990 

2,170 

5,080 

5,180 

3,500

2,330 

1,780 

1,430 

1,170 

1,110

990 

930 

930 

1,230 

1,640 

1,570

Maximum

36

420 

3,590 

4,580 

5,180 

2,970 

5,480 

1,500 

930 

420 

139 

63 

42

5,480

Feb.

1,360 

1,170 

990 

990 

1,230

1,570 

1,930 

2,170 

2,250 

2,570

2,650 

2,970 

2,170 

1,780 

1,500

1,230 

1,110 

930 

870 

815

760 

710 

660 

660 

610

585 

560 

510 

510

-----

Mar.

535 

560 

585 

560 

535

535 

535 

510 

465 

488

610 

560 

535 

510 

510

990 

2; 970 

4,780 

5,480 

3,590

2,330 

1,710 

1,430 

3,050 

2,730

2,010 

1,710 

1,780 

2,010 

1,640 

1,360

Minimum

22

23 

56 

260 

815 

510 

465 

585 

260 

118 

64 

40 

30

23

Apr.

1,170 

1,050 

990 

930 

1,360

1,500 

1,230 

1,050 

930

815

760 

710 

660 

660 

610

586 

660 

815 

930 

1,230

1,050 

990 

815 

760 

760

760 

815 

815 

710 

660

Mean

27.1

102 

739 

1,580 

1,800 

1,300 

1,540 

893 

455 

204 

90.7 

50.6 

33.3

732

May

660 

710 

815 

930

815

710 

660 

585 

535 

488

466 

420 

420 

375 

375

352 

330 

330 

310 

310

330 

290 

290 

290 

250

250 

250 

250 

352 

420 

535

Perse

mi

June

420 

375 

330 

330 

310

270 

250 

250 

232 

232

215 

208 

194 

180 

174

171 

162 

156 

162 

156

156 

156 

150 

139 

134

128 

126 

123 

121 

118

luare

a 101

.382 

2.77 

5.92 

6.74 

4.87 

5.77 

3.34 

1.70 

.764 

.340 

.190 

.125

2.74

July

134 

139 

114 

109 

107

105 

100 

96 

92 

92

98 

96 

98 

100 

100

100 

96 

88 

84 

80

80

77 

77 

74 

70

70 

70 

70 

67 

64 

64

Aug.

63 

61 

61 

59 

56

54 

51 

51 

51 

59

59 

56 

54 

51 

51

51 

51 

51 

49

47

48 

47 

47 

47 

44

42 

42 

42 

40 

43 

42

Sept.

42 

40 

40 

38 

38

38 

36 

36 

36 

35

36 

33 

33 

33 

31

31 

31 

30 

30 

30

30 

30 

31 

31 

30

31 

30 

30 

30 

30

Run-off

Inches

0.11

.44 

3.09 

6.82 

7.77 

5.25 

6.66 

3.73 

1.96 

.85 

.39 

.22 

.14

37.31

Acre-feet

1,610

6,270 

44,000 

97,200 

111,000 

74,800 

94,700 

63,100 

28,000 

12,100 

5,580 

3,110 

1,980

632,000
118 SURFACE WATER SUPPLY, 1932, PART 12 C 

LAKE CBEEK AT TRIANGLE LAKE, OBE6.

LOCATION. Water-stage recorder in NWJ£ sec. 29, T. 16 S., R. 7 W., 500 feet

below outlet of Triangle Lake. 

DRAINAGE AREA. 50 square miles. 

RECORDS AVAILABLE. August 1931 to September 1932. 

EXTREMES. Maximum discharge during year, 2,390 second-feet Jan. 19 (gage

height, 5.8 feet); minimum, 9 second-feet Sept. 17-30 (gage height, 0.52 foot). 

1931-32: Maximum discharge, that of Jan. 19, 1932; minimum, 8 second-feet

Aug. 27 to Sept. 8, 1931 (gage height, 0.46 foot). 

REMARKS. Records good except those estimated Nov. 20 to Dec. 12, which

are fair. No diversions above gage. Flow regulated by natural storage in

Triangle Lake.

Discharge, in second-feet, 1931-82

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 

Oct.

11

12 

12 

11 

12

11 

11 

11 

11 

11

10 

10 

10 

11 

10

11 

11 

11 

12 

12

13 

24 

46 

55

57

65 

75 

88 

94

88 72

Nov.

62 

51 

44 

40 

37

35 

38 

61 

136 

270

287 

208 

163 

165 

212

376 

658 

755 

870

316

Dec.

236

257 

241

222

205 

214 

284 

369 

449

545 

612 

612 

705 

870

930 

960 

1,020 

930 

780 

990

Jan.

1,340 

1,160 

870 

658 

525

437 

376 

324 

308 

302

308 

411 

457 

414 

366

334 

376 

911 

2,210 

1,800

1,200 

870 

658 

505 

429

383 

352 

317 

299 

308 

320

Month Maximum

94

December. ___________ 1.020

February 

April. 

June _ . _ . _ _ 

July 

2,210 

680 

1,020 

465 

169 

74 

27 

18 

12

2,210

Feb.

299 

268 

241 

239 

241

254 

311

445 

545 

658

680 

658 

635 

568 

497

422 

362 

. 311 

279 

252

236 

229 

224 

224 

231

254 

299 

320 

327

Mar.

327 

330 

327 

311

284

282 

293 

287 

276 

279

284 

279 

257 

244

229

262 

457 

730 

1,020 

990

755 

590 

485 

590 

780

810 

705 

658 

658 

635 

545

Minimum

10 

35

299 

224 

229 

169 

63 

28 

18 

12 

9

9

Apr.

465 

408 

366 

348 

408

437 

414 

369 

320

287

257 

236 

222 

217 

205

199 

214 

259 

296 

330

327 

296 

265 

246 

229

214 

201 

190

177 

169

Mean

29.0 

265 

452 

630 

362 

483 

286 

100 

45.6 

22.6 

14.5 

9.9

225

May

169 

169 

167 

157 

147

140 

132 

125 

117 

112

107 

100 

97 

92 

89

86 

83 

80

79 

77

76

75 

74 

71 

67

65 

63 

65 

71

79 

77

Per » 

mi

June

74 

70 

67 

65 

62

60 

57 

55 

54 

52

49

48 

46 

44 

42

40 

40 

39 

38 

38

37 

36 

35 

34 

33

32 

32 

30 

30 

28

ciuare

jc

0.580 

5.30 

9.04 

12.6 

7.24 

9.66 

5.72 

2.00 

.912 

.452 

.290 

.198

4.50

July

27 

27 

27 

26 

26

25 

25 

24 

24 

23

23 

23 

23 

23 

24

24 

24 

23

22 

22

21 

21 

20 

20 

20

20 

19 

19 

19 

18 

18

Aug.

18 

17 

17 

17 

16

16 

15 

15 

15 

15

15 

15 

15 

15 

15

15 

15 

14 

14 

14

14 

14 

14 

13 

13

13 

13 

13 

12 

12 

12

Sept,

12 

12

11 

11 

It

11 

11 

11 

10 

10

10 

10 

10 

10 

10

10 

9 

9 

9 

9

9 

9 

9 

9 

9

9 

9 

9 

9 

9

Run-off

Inches

0.67 

5.91 

10.42 

14.53 

7.81 

11.14 

6.38 

2.31 

1.02 

.52 

.83 

.22

61.26

Acre-feet

1,780 

15,800 

27,800 

38,700 

20,800 

29,700 

17,000 

6,150 2, no

1,390 

892 

589

163,000
SURFACE WATER SUPPLY, 1932, PART 12 C

PMPQUA RIVER BASIN

UMPQUA RIVER NEAR EIKTON, OREG.

119

LOCATION. Staff gage in sec. 8, T. 23 S., R. 7 W., 4 miles south of Elkton.

DRAINAGE AREA. 3,680 square miles.

RECORDS AVAILABLE. October 1905 to September 1932; incomplete prior to

November 1908. 

EXTREMES. Maximum discharge during year, 104,000 second-feet Mar. 19

(gage height, 28.7 feet); minimum, 706 second-feet Oct. 18-21 (gage height,

0.92 foot).

1905-32: Maximum discharge, 172,000 second-feet Feb. 21,1927 (gage height,

height, 40.0 feet); minimum, 640 second-feet July 18, 1926. 

REMARKS. Records good except those above 40,000 second-feet, which are poor.

Some diversions for irrigation in South Umpqua River Basin, but low-water

flow probably only slightly affected. No regulation.

Discharge, in second-feet, 1931-32

Day

1... _ ...

2.........

3.. ...... .

4.........

5.........

6.........

7 _ ... 

8 

9 

10 . 

11 

19

13. ..

14.. ..

15 _

16 ..

17 

18.. 

19 __ .

20 

21 __

22 

23 .

24 

25 .. _ .

26 

27 

28 __ . _

29. ..

30 

31 

Oct.

738 

738 

730 

722

714

722 

722 

722 

722 

722

722 

714 

714 

714 

714

714 

714 

706 

706 

706

706 

922 

1,000 

2,180 

2,540

2,120 

3,060 

3,190 

4,340 

3,190 

2,240

Nov.

1,730 

1,470 

1,320 

1,200 

1,090

994 

985 

1,070 

1,180 

2,180

3,320 

3,190 

2,360 

2,000 

2,240

2,540 

3,190 

13,900 

11,800 

23,700

18,500 

9,820 

6,950 

5,370 

4,030

3,600 

4,030 

3,740 

3,320 

2,930

Dec.

2,740 

2,540 

2,860 

4,340 

7,160

5,740 

4,840 

5,930 

5,370 

5,010

5,370 

5,010 

4,500 

4,670 

4,340

3,740 

3,460 

3,600 

4,670 

6,330

8,790 

12,700 

10,700 

18,900 

19,200

13,900 

37,200 

35,400 

24,500 

17,100 

35,600

Month

March.. __ __ - ___ . _

May

July August r - -

September 

The-"

Jan.

41,600 

25,300 

18,500 

12,100 

9,300

8,060 

7,600 

7,380 

7,160 

11,800

13,000 

21,800 

23,700 

16,100 

12,400

10,700 

13,600 

16,600 

34,100 

29,300

17,600 

13,900 

11,500 

9,300 

8,300

7,380 

7,830 

8,300 

7,830 

11,800 

15,800

Feb.

13,600 

10,400 

8,540 

7,380 

8,060

9,300 

10,400 

12,100 

10,900 

10,400

11,500 

11,500 

11,200 

10,400 

8,790

7,830 

6,960 

5,930 

5,190 

5,010

5,010 

5,010 

5,190 

6,740 

12,100

17,500 

23,700 

24,900 

17,500

Maximum

4,340 

23,700 

37,200 

41,600 

24,900 

92,000 

15,500 

13,300 

8,540 

2,540 

1,220 

976

92,000

Mar.

12,700 

11,800 

11,200 

10,700 

9,040

8,790 

8,540 

8,300 

8,540 

9,820

10,400 

10,100 

8,790 

8,540 

10,400

12,100 

38,200 

61,600 

92,000 

74,500

41,100 

27,300 

19,900 

19,500 

34,100

25,300 

20,200 

19,900 

20,600 

17,800 

14,500

Minimum

706 

985 

2,540 

7,160 

5,010 

8,300 

6,950 

4,670 

2,670 

1,220 

976 

886

706

Apr.

12,700 

11,800 

11,800 

12,400 

11,800

11,600 

10,400 

9,660

8,540 

7,600

7,380 

7,600 

7,830 

7,830 

7,380

6,960 

7,380 

8,060 

7,380 

7,830

10,900 

9,820 

9,040 

8,790 

13,000

14,800 

15,500 

13,600 

11,500 

9,820

May

10,400 

12,700 

13,300 

12,400 

11,200

10,100 

9,040 

8,540 

8,540 

8,300

7,160 

6,330 

7,160 

8,300 

7,830

6,950 

6,530 

6,740 

6,950 

6,950

7,380 

7,600 

6,950 

6,130 

5,550

5,190 

5,010 

4,670 

5,550 

9,040 

10,700

Mean *<*£

June

8,540 

7,600 

6,950 

6,740 

6,330

5,930 

5,370 

5,010 

5,010 

4,840

4,670 

5,190 

5,550 

5,370 

5,190

4,840 

4,340 

4,030 

3,880 

3,600

3,460 

3,600 

3,600 

3,460 

3,320

3,190 

3,060 

2,930 

2,800 

2,670

luare

1,290 0.351 

4,790 1.30 

10,400 2.83 

14,800 4.02 

10,400 2.83 

22, 100 6. 01 

10,000 2.72 

8,040 2.18 

4,700 1.28 

1,670 .454 

1,070 .291 

912 .248

7,530 2.05

July

2,540 

2,420 

2,300 

2,240 

2,120

2,060 

1,950 

1,900 

1,840 

1,730

1,730 

1,730 

1,730 

1,680 

1,620

1,620 

1,570 

1,520 

1,470 

1,470

1,470 

1,420 

1,420 

1,370 

1,320

1,320 

1,270 

1,270 

1,270 

1,220 

1,220

Aug.

1,220 

1,220 

1,200 

1,180 

1,160

1,130 

1,100 

1,100 

1,100 

1,080

1,080 

1,080 

1,080 

1,070 

1,070

1,070 

1,100 

1,080 

1,070 

1,060

1,050 

1,030 

1,020 

1,010 

1,010

994 

994 

985 

976 

976 

976

Sept.

976 

976 

976 

967 

958

940 

940 

931 

922 

913

904 

904 

904 

904 

904

895 

895 

895 

895 

895

895 

886 

886 

886 

886

886 

886 

886 

886 

886

Run-off

Inches

0.40 

1.45 

3.26 

464 

3.05 

6.93 

3.04 

2.51 

1.43 

.52 

.34 

.28

27.85

Acre-feet

79,300 

285,000 

640,000 

910,000 

598,000 

1,360,000 

595,000 

494,000 

280,000 

103,000 

65,800 

5VSOO

5,460,000
120 SURFACE WATER SUPPLY, 1932,'PART 12 C 

COW CREEK NEAR AZALEA, ORSG.

LOCATION. Staff gage in sec. 33, T. 31 S., R. 4 W., 4 miles northeast of Azalea^

RECORDS AVAILABLE. April 1926 to September 1932; incomplete.

EXTREMES. Maximum discharge during year, 1,260 second-feet Dec. 31 (gage 

height, 5.1 feet); minimum, 6 second-feet Oct. 1-4.

1926-32: Maximum discharge (estimated), 2,800 second-feet Dec. 14, 19291 

(gage height not determined); minimum, 4 second-feet Sept. 9-19, 1929, 

Aug. 26-28, 1931.

REMARKS. Records good. Minor diversions for irrigation above station. Recordsfurnished by State engineer.

Discharge, in second-feet, 1981-38

Day.

I...... ..-. ...

2 . . _ 

Z.. ..........................

4. _ __ .....

5.. ........................ ..

6... .........................

1... . ........................

9....... ..................... .

9. ... ........................

10............................

n.. ..........................

V2................ ............

13 

u... .........................

1 f\

16........... ...........-..

VJ. ........................... 1%. ........................... 19. ...........................

2Q.. ..........................

21...... ......................

23..... ... ....................

23..... _ 

24.. 

^>. .................... ... ....

26.... .

2J. ...........................

2S... .........................

W. ...........................

30 

31.. . -- . ...

Oct.

6 

6 

6 

6

7

8 

8 

8 

8 

8

8 

8 

8 

8 

8

9 

10 

10 

10 

11

11 

110 

63 

27 

23

38 

31 

22 

17 

13 

12

Nov.

"11 

10 

1011

10 

1011

27 

29

27

26 

22 

19 

27 

27

29 

138 

101 

123

358

190 

108 

40 

40 

39

36 

29 

27 

23 

23

Dec.

24 

24 

69 

63 

41

39 

40 

39 

36

36

31 

28 

26 

22 

20

22 

24 

35 

42 

62

99 

108 

133 

680 

142

1,200 

790 

320 

147 

167 

1,260

Month

October... ____ _ _ ___________

December _ . ..........................................

April. .. . ...... ........ . .........

May __________ . ...............................

June- ..-. ____ ... _________________

July..... . - . - _ 

September __ . __ _______________ ..

Apr.

201 

216 

195 

216 

181

156 

141 

132 

120 

115

118 

115 

113 

111 

107

100 

94 

90 

118 

109

96 

92 

100 

162 

189

265 

201 

172 

146 

136

May

136 

139 

136

151 

136

118 

113 

100 

92 

86

82 

71 

67 

64 

64

59 

56 

54 

53 

53

52 

50 

46 

43 

40

38 

38

62 

96 

113 

71

June

59 

59 

56 

52 

50

50 

44 

44 

43 

42

44 

46 

39 

35 

34

33 

32 

30 

30

27

25 

25 

24 

23 

23

21 

21

18 

19 

17

Maximum Minimum

110 6 

358 10 

1,260 20 

265 90 

151 38 

59 17 

16 11 

11 8 

9 8

July

16 

16 

15 

15 

15

16 

16 

16 

15 

15

15 

14 

14 

14 

14

14 

14 

14 

14 

14

13 

12 

12 

12 

12

12 

12 

11 

12

12 

11

Aug.

10 

10 

10 

9

8

8 

8 

9 

9 

10

10 

10 

10 

10 

11

10 

10 

10 

9 

9

9 

9 

9 

9 

9

9 

9 

9 

10 

10 

9

Sept.

9 

9 

9 

9 

9

8 

8 

8 

8 

8

9 

9 

9 

9 

9

8 

8 

8 

8 

9

9 

9 

9 

9 

9

9

8 

8 

8 

8

M Run-off in Mean acre-feet

17.0 1,050 

52.7 3,140 

186 11,400 

. 144 * 8,570 

80.0 4,920 

35. 5 2, 110 

13.8 848 

9. 4 578 

8.6 512
UMPQUA RIVER BASIN 

NORTH UMPQUA RIVER BELOW LAKE CREEK, ORES.

121

LOCATION. Water-stage recorder in NW% sec. 13, T. 26 S., R. 5 E., 200 yards

below mouth of Lake Creek and 30 miles southwest of Crescent. 

DRAINAGE AREA. 175 square miles. 

RECORDS AVAILABLE. October 1927 to September 1932. 

EXTREMES. Maximum discharge during year, 724 second-feet May 20 (gage

height, 1.72 feet)'; minimunf, 206 second-feet Dec. 9; minimum gage height,

0.62 foot Nov. 11.

1927-32: Maximum discharge, that of May 20, 1932; minimum, that of

Dec. 9, 1931. 

REMARKS. Records good. No diversions or regulation above station.

Discharge, in second-feet, 1931-32

Day

1 _______

2. ...........

3. ... ... .....

4 _ . ____ . ...

6. . -.-..... 

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. 

Oct.

233 

233 

233 

233 

237

233 

230 

230 

230 

226

226 

230 

230 

226 

226

226 

230 

230 

230 

230

233 

260 

256 

248 

263

252 

256 

256 

240 

237 

233

Nov.

230 

230 

226 

223 

220

216 

220 

220 

226 

223

220 

220 

223 

223 

223

223 

226 

220 

223 

223

220 

220 

223 

223 

223

223 

223 

223 

223 

223

Dec.

223 

220 

223 

220 

216

220 

220 

223 

216 

220

220 

220 

223 

226 

223

230 

237 

237 

237 

240

244 

244 

244

248 

248

248 

252 

260 

260 

271 

279

Jan.

283 

267 

279 

283

279

283 

287 

283 

295 

291

300

291 

244 

267 

287

283 

295 

316 

312 

304

300 

283 

279 

275 

283

300 

291 

295 

295 

300 

300

Month Maximum

April. . _ ...

May 

263 

230 

279 

316 

308 

426 

391 

717 

592 

436 

354 

312

717

Feb.

291 

291 

279 

300

295

295 

291 

291 

291 

291

291 

287 

279 

260 

291

304 

304 

304 

308 

300

300 

295 

291 

295 

295

295 

295 

295 

291

Mar.

291 

291 

287 

283

279

283 

279 

279 

279 

283

283 

279

279 

283 

283

295 

320 

372 

426 

368

350 

342 

342 

401 

372

359 

368 

377 

359 

354 

354

Minimum

226 

216 

216 

244 

260 

279 

324 

421 

452 

350 

312 

279

216

Apr.

359 

359 

354 

354 

350

337 

329 

324 

324 

329

333 

342 

350 

359 

363

372 

377 

372 

391 

377

368 

363 

359 

363 

363

363 

363 

363 

368 

377

Mean

23;

22 

23f 

28* 

"XX 

32! 

35; 

592 

53^ 

37i 

33( 

30!

34:

May

421 

431

447 

452 

447

474 

503 

520 

550

586

622 

640 

661 

696 

675

654 

654 

682 

675 

717

710 

668 

634 

610

598

586 

586 

622 

634 

604 

580

Perst 

m

June

574

568 

568 

580 

574

556 

538 

532 

538 

562

568 

586 

592 

592

574

580 

562 

538 

520 

509

514 

520 

520 

509 

497

486 

480 

469 

458 

452

juare

1.35 

1.27 

1.34 

1.65 

1.67 

1.86 

2.04 

3.38 

3.07 

2.14 

1.92 

1.73

1.95

July

436 

426 

426 

410 

405

396 

386 

382 

382 

382

382 

372 

372 

372

368

363 

363 

363 

359 

359

359 

359 

359 

359

359

359 

359 

354 

354 

354 

350

Aug.

354 

350 

350 

350 

350

346 

346 

346 

342 

342

342 

346 

346 

350

354

342 

337 

337 

333 

329

329 

324 

324 

320 

320

320 

316 

312 

312 

316 

316

Sept

312 

312 

308 

312 

312

312 

312 

312 

312 

312

312 

304 

295 

291 

304

304 

304 

304 

300

291

291 

283 

279 

283

287

287 

291 

308 

308 

308

Run-off

Inches

1.56 

1.42 

1.54 

1.90 

1.80 

2.13 

2.28 

3.90 

3.42 

2.47 

2.21 

1.93

26.56

Acre-feet

14,600 

13,300 

14,400 

17,700 

16,900 

19,900 

21,200 

36,400 

32,000 

23,100 

20,700 

18,000

5*8,000
122 SURFACE WATER SUPPLY, 1932, PART 12 C 

NORTH UMPQUA RIVER AT TOKETEE FALLS, OREG.

LOCATION. Water-stage recorder in T. 26 S., R. 3 E. (unsurveyed), one eighth

of a mile below mouth of Clearwater River, half a mile above Toketee Falls,

and 30 miles east of Hoaglin. Zero of gage is 2,373.0 feet above mean sea level. 

DRAINAGE AREA. 337 square miles. 

RECORDS AVAILABLE. February 1908 to July 1909; December 1914 to November

1917 incomplete; July 1924 to September 1932.* 

EXTREMES. Maximum discharge during year, 3,740 second-feet Mar. 19 (gage

height, 4.40 feet); minimum, 475 second-feet Nov. 27-29, Dec. 12, 14 (gage

height, 0.79 foot).

1908-9, 1914-17, 1924-32: Maximum discharge, 4,000 second-feet Feb. 20,

1927 (gage height, 4.65 feet); minimum recorded, that of Nov. 27-29, Dec.

12, 14, 1931. 

REMARKS. Records good except those above 1,800 second-feet, which are poor.

No diversions or regulation above station.

Discharge, in second-feet, 1931-32

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. . ...

Oct.

500 

495 

495 

495 

500

500

495 

495 

495 

495

495 

495 

495 

490 

490

490 

490 

490 

490 

490

495 

575 

560 

525 

570

535 

570 

586 

540 

520 

515

Nov.

505 

500 

495 

495 

490

485 

495 

510 

505 

505

490 

485 

490 

495 

490

505 

510 

500 

520 

525

495 

485 

485 

485 

490

485 

475 

475 

475 

480

Dec.

480 

485 

500 

500 

495

490 

495 

490 

485 

490

485 

475 

480 

475 

480

490 

510 

520 

525 

530

555 

540 

540 

550 

540

555 

570 

565 

550 

565 

634

Jan.

622 

580 

570 

575 

565

565 

570 

586 

676 

706

820 

850 

688 

640 

646

640 

628 

670 

694 

664

640 

616 

598 

592 

592

604 

598 

592 

604 

598 

598

Month Maximum

November. J ___________

March. _________ . .........

April... _ ....... _ .........

May. .......... ............

July... ............................

September ___________ -

The year i

586 

525 

634 

850 

945 

3,260 

1,450 

2,080 

1,610 

1,120 

807 

670

3,260

Feb.

570 

575 

555 

580 

580

580 

575 

570 

565 

570

570 

565 

560 

535 

555

570 

570 

570 

575 

586

575 

570 

575 

598 

646

760 

912 

945 

880

"

Mar.

820 

790 

742 

718 

700

706 

730 

754 

790 

850

850 

850 

850 

880 

912

1,080 

1,600 

2,630 

3,260 

2,220

1,770 

1,530 

1,370 

1,860 

1,690

1,530 

1,530 

1,650 

1,570 

1,450 

1,410

Minimum

490 

475 

475 

565 

535 

700 

1,120 

1,490 

1,150 

814 

676 

622

475

Apr.

1,410 

1,450 

1,450 

1,370 

1,290

1,220 

1,180 

1,120 

1,120 

1,150

1,180 

1,290 

1,330 

1,330 

1,290

1,370 

1,410 

1,450 

1,450 

1,410

1, 330 

1,260 

1,220 

1,260 

1,260

1,290 

1,290 

1,260 

1,290 

1,330

Mean

512 

494 

518 

632 

615 

1,290 

1,300 

1,740 

1,420 

913 

730 

644

902

May

1,490 

1,570 

1,570 

1,570 

1, 530

1,490 

1,570 

1,610 

1,730 

1,860

1,900 

1,950 

2,040 

2,000 

1,900

1,820 

1,860 

1,900 

1,900 

2,080

2,080 

1,900 

1,770 

1,690 

1,610

1,570 

1,570 

1,610 

1,650 

1.610 

1,570 

June

1,570 

1,570 

1,570 

1,570 

1,570

3,490 

1,410 

1,410 

1,410 

1,490

1,570 

1,610 

1,610 

1,570 

1,530

1,490 

1,410 

1,370 

1,330 

1,330

1,370 

1,370 

1,370 

1,330 

1,290

1,260 

1,220 

1,220 

1,180 

1,150

i

Per s( 

mi

luare

ID

1.52 

1.47 

1.54 

1.88 

1.82 

3.83 

3.86 

5.16 

4.21 

2.71 

2.17 

1.91

2.68

July

1,120 

1,080 

1,040 

1,040 

1,010

975 

975 

975 

940 

940

940 

905 

905 

905 

905

905 

905 

870 

870 

870

863 

856 

856 849- 

849

842 

835 

828 

821 

821 

814

Aug.

807 

800

794 

787 

787

780 

780 

774

740

709 

709 

702

702 

696 

690 

690 

690

690 

676 

676 

676 

J83 

676

Sept.

670 

664 

664 

664 

658

658 

652 

652 

652 

646

646 

646 

634 

634 

646

646 

640 

640 

634 

640

640 

628 

622 

622 

628

628 

628 

646 

646 

646

Run-off

Inches Acre-feet

1.75 31,500 

1. 64 29, 400 

1.78 31,800 

2.17 38,900 

1.96 35,400 

4.42 79,300 

4. 31 77, 400 

5.95 107,000 

4.70 84,500 

3.12 56,100 

150 44,900 

2.13 88,300

36.43 655,000
UMPQUA RIVER BASDF 

NORTH UMPQUA RIVER ABOVE BOCK CREEK, H EAR SLIDE, OREG.

LOCATION. Water-stage recorder in NWJ4 sec. 12, T 26 S., R. 3 W., half a mile

above mouth of Rock Creek and 5 miles northeast of Glide. 

DRAINAGE AREA. 886 square miles. 

RECORDS AVAILABLE. June 1924 to September 1932. 

EXTREMES. Maximum discharge during year, 3£>,900 second-feet Mar. 118

(gage height, 15.84 feet); minimum, 521 second-feet Oct. 16 (gage height,

1.86 feet).

1924-32: Maximum discharge, 61,000 second-feet Feb. 20, 1927 (gage

height, 20.18 feet); minimum, that of Oct. 16, 1931 

REMARKS. Records good. No irrigation diversions or regulation above station.

Discharge, in second-feet, 1931-32

123

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...............

26 .... .......

26. ____ . .....

27.. ___ . ......

28 ............

29 _ ............

30 ............

31 .........

Oct.

574 

570 

563 

560 

563

574 

570 

560 

556 

552

542 

538 

535 

535 

532

528 

524 

535 

535 

535

546 

970 

1,440 

1,100 

1,200

1,560 

1,600 

2,050 

1,280 

970 

822

Nov.

745 

700 

678 

678 

655

637 

646 

1,000 

1,140 

1,810

1,200 

940 

850 

1,060 

1,000

1,360 

3,620 

2,880 

3,760 

5,140

2,520 

1,680 

1,360 

1,170 

1,140

1,170 

1,060 

1,000 

940 

940

Dec.

970 

1,060 

1,810 

2,820 

1,950

1,560 

1,720 

1,720 

1,560 

1,440

1,320 

1,170 

1,140 

1,060 

1,060

1,000 

1,100 

1,900 

2,410 

2,520

3,840 

2,820 

2,150 

2,640 

2,300

2,360 

4,160 

3,330 

2,360 

2,100 

5,920

Month

October ...........................

December . ._. ..__..__...

JftFHMry

March ............................

April .............................

June. .............................

Jifly.-..... ...................

September ........................

The year ....................

Jan.

4,650 

3,200 

2,410 

2,000 

1,950

2,000 

2,050 

2,050 

3,260 

4,160

4,960 

8,470 

4,480 

3,200 

2,580

2,360 

2,200 

3,910 

6,120 

4,320

3,260 

2,700 

2,360 

2,150 

1,950

1,860 

1,860 

1,720 

1,860 

2,050 

1,900

Maximum

2,050 

5,140 

5,920 

8,470 

8,790 

32,200 

5,180 

4,820 

3,540 

1,600 

910 

795

32,200

Feb.

1,680 

1,520 

1,440 

1,440 

1,560

1,810 

2,250 

2,150 

1,950 

2,150

2,050 

2,100 

2,050 

1,810 

1,680

1,600 

1,520 

1,440 

1,440 

1,520

1,520 

1,560 

1,900 

3,200 

5,180

7,160 

8,790 

7,380 

5,920

Mar.

4,480 

4,160 

3,920 

3,130 

2,760

2,880 

3,330 

3,540 

3,840 

4,160

4,160 

3,620 

3,470 

4,650 

5,000

8,950 

17,200 

26,800 

32,200 

15,400

8,540 

6,120 

5,000 

10,900 

9,060

6,950 

6,740 

7,380 

7,160 

5,730 

5,000

Minimum

524 

637 

970 

1,720 

1,440 

2,760 

2,940 

2,760 

1,640 

940 

770 

700

524

Apr.

5,000 

5,000 

5,180 

4,650 

4,480

4,000 

3,620 

3,200 

2,940 

2,940

3,200 

3,620 

3,540 

3,540 

3,260

3,330 

3,920 

5,180 

4,820 

5,180

4,650 

4,000 

3,540

4,480 

4,650

5,000 

4,820 

4,320 

3,920 

3,760

Mean

791 

1,450 

2,100 

3,030 

2,680 

7,620 

4,120 

3,920 

2,570 

1,160 

839 

737

2,590

May

4,320 

4,650 

4,480 

4,160 

3,840

3,620 

3,760 

3,840 

4,000 

4,320

4,320 

4,480 

4,650 

4,480 

3,920

3,620 

3,690 

3,920 

3,840 

4,320

4,650 

3,920 

3,470 

3,260 

3,060

2,880 

2,760 

2,820 

3,690 

4,820 

3,920

Persq 

mi

June

3,540 

3,400 

3,400 

3,330 

3,130

2,940 

2,700 

2,520 

2,520 

2,760

3,130 

3,260 

3,130 

3,000 

2,880

2,640 

2,460 

2,300 

2,150 

2,150

2,150 

2,250 

2,200 

2,100 

2,000

1,900 

1,860 

1,810 

1,720 

1,640

tuare

lv

0.893 

1.64 

2.38 

3.42 

3.02 

8.60 

4.65 

4.42 

2.90 

1.31 

.947 

.832

2.92

July

1,600 

1,520 

1,480 

1,400 

1,360

1,320 

1,240 

1,240 

1,200 

1,240

1,240 

1,170 

1,170 

1,170 

1,140

1,140 

1,100 

1,100 

1,060 

1,060

1,060 

1,030 

1,030 

1,030 

1,000

1,000 

970 

970 

970 

940 

940

Aug.

910 

910 

910 

880 

880

880 

850 

850 

850 

850

850 

850 

850 

850 

880

850 

850 

822 

822 

822

822 

822 

822 

795 

795

795 

795 

795 

770 

795 

795

Sept.

795 

770 

770 

770 

770

770 

770 

745 

745 

745

746 

722 

722 

722 

722

722 

722 

722 

722 

722

722 

722 

722 

700 

700

722 

722 

722 

745 

745

Kun-off

Inches

1.03 

1.83 

2.74 

3.94 

3.26 

9.92 

5.19 

5.10 

3.24 

1.51 

1.09 

.93

39.78

Acre-feet

48,600 

86,300 

130,000 

186,000 

154,000 

469,000 

245,000 

241,000 

153,000 

71,300 

51,600 

43,900

1,880,000

174920 33 9
124 SURFACE WATER SUPPLY, 1932, PART 12 C 

NORTH UMPQUA BIVEE NEAR GLIDE, OREG.

LOCATION. Staff gage in SW% sec. 13, T. 26 S., R. 4 W., 1 mile west of Glide.

DBAINAGE AREA. 1,210 square miles.

RECORDS AVAILABLE. September 1915 to May 1920; October 1921 to October

1922; October 1927 to September 1932. 

EXTREMES. Maximum discharge during year, 59,500 second-feet Mar. 19 (gage

height, 17.3 feet); minimum, 568 second-feet Oct. 8-16, 18 (gage height, 0.86

foot).

1915-20, 1921-22, 1927-32: Maximum discharge, that of Mar. 19, 1932;

minimum, 552 second-feet Aug. 27-30, Sept. 27, 1931.

Maximum stage known, 22.6 feet Nov. 22, 1909 (estimated discharge, 90,000

second-feet). 

REMARKS. Records good except those estimated, which are fair. No diversions

or regulation above gage.

Discharge, in second-feet, 19S1-S2

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 

80 

31 ___ - _ 

Oct.

584

 585 

 585 

 590 590

584 

584 

576 

568 

568

568 

568 

576 

576 

576

568

584 

576 

584 

584

624 

1,640 

1,900 

 1,770 

 1,700

 2,000 

2,160 

3,570 

1,900 

1,400 

1,000

Nov.

855 

810 

774 

740 720

 800 

902 

1,460 

1,770 

2,030

 3,000

9,900

4,900 

3,400 

2,590 

1,900 

2,440

2,740 

2,440 

1,770 

1,640 

1,640

Dec.

1,580 

1,520 

5,100 

4,310 

2,740

2,300 

2,590 

2,440 

2,300 

2,030

1,900 

1,700 

1,580 

1,520 

1,400

1,340 

 1,500 

 2,500 

 3,400 

 4,500

5,970 

5,750 

3,570 

4,120 

3,230

4,500 

7,920 

5,530 

4,120 

4,700 

10,800

Month

January ... ...

February _ .. ....

April.....- .................

May

July ... .....

September

The year

Jan.

7,920 

5,750 

3,930 

3,060 

2,900

3,060 

3,060 

3,400 

4,900 

5,970

5,750 

10,800 

7,660 

5,530 

4,500

3,930 

3,570 

8,190 

10,200 

6,200

4,500 

3,400 

 2,900 

 2,650 

 2,450

2,590 

2,440 

2,440 

2,740 

2,740 

2,590

Maximum

3,570 

9,900 

10,800 

10,800 

13,600 

57,500 

6,910 

6,910 

4,700 

1,900 

1,000 

855

57,500

Feb.

2,590 

2,440 

2,300 

2,160 

2,590

2,900 

2,900 

2,740 

3,060 

3,750

3,750 

3,060 

2,740 

2,440 

2,300

2,030 

1,900 

2,030 

2,030 

2,030

2,160 

2,440 

2,740 

» 5,000 

8,190

10,200 

13,600 

9,020 

8,460

Mar.

6,910 

6,430 

5,750 

4,500 

4,120

3,930 

3,750 

4,120 

4,900 

5,530

5,310 

4,900 

5,100 

5,970 

6,910

13,900 

24,300 

45,000 

57,500 

34,700

14,300 

9,020 

7,660 

13,600 

13,000

10,500 

9,900 

9,310 

8,460 

7,660 

6,670

Minimum

568 

720 

1,340 

2,440 

1,900 

3,750 

3,570 

3,060 

1,900 

1,000 

828

568

Apr.

6,430 

6,430 

6,430 

6,200 

5,970

5,530 

4,700 

4,120 

3,930 

3,750

3,570 

3,750 

4,310 

4,500 

4,310

4,500 

5,530 

6,200 

5,970 

6,670

6,200 

5,750 

5,970 

6,910 

6,670

6,430 

6,910 

6,430 

6,430 

6,910

Mean

1,010 

2,440 

3,500 

4,570 

3,920 

11,700 

5,580 

5,070 

2,980 

1,270 

897 

785

3,650

May

5,750 

6,670 

6,910 

6,200 

5,530

4,700 

4,700 

4,700 

4,900 

5,100

4,900 

5,100 

5,310 

4,900 

4,700

4,700 

4,500 

4,700 

4,700 

 5,400

 5,600 

 5,200 

4,700 

4,500 

4,120

3,570 

3,060 

4,120 

5,750 

6,670 

5,750

Per s( 

m

June

4,700 

4,120 

3,930 

3,930 

3,750

3,570 

3,230 

3,230 

3,230 

3,400

3,750 

3,570 

3,400 

3,230 

3,230

2,900 

2,740 

2,590 

2,590 

 2,500

 2,550 

2,590 

2,440 

2,300 

2,160

2,160 

2,030 

1,900 

1,900 

1,900

mare

0.835 

2.02 

2.89 

3.78 

3.24 

9.67 

4.61 

4.19 

2.46 

1.05 

.741 

.649

3.02

July

1,900 

1,770 

1,640 

1,520 

1,460

1,400 

1,340 

1,340 

1,340 

1,460

1,460 

1,400 

1,340 

1,340 

1,280

1,220 

1,220 

1,160 

1,160 

1,160

1,100 

1,100 

1,100 

1,100 

1,100

1,050 

1,000 

1,000 

1,000 

1,000 

1,000

Aug.

1,000 

1,000 

1,000 

1,000 

950

950 

950 

950 

902 

902

902 

902 

902 

902 

902

902

 855

828 

855 

855

Sept.

855

"802

783

783 

783 

774

765 

765

[ 783

783

774

 768

Run-off

Inches

0.96 

2.25 

3.33 

4.36 

3.49 

11.15 

5.14 

4.83 

2.74 

.1.21 

.85 

.72

41.03

Acre-feet

62,100 

145,000 

215,000 

281,000 

225,000 

719,000 

332,000 

312,000 

177,000 

78,100 

55,200 

46,700

2,650,000

> Estimated
UMPQUA RIVER BASIN 

LAKE CEEEK AT DIAMOND LAKE, HEAR FORD KIAMATH, OREG.

125

LOCATION. Staff gage in SW% sec. 30, T. 27 S., R. 6 E., 50 yards below outlet

of Diamond Lake and 35 miles north of Fort Klnmath. 

DRAINAGE AREA. 57 square miles. 

RECORDS AVAILABLE. May 1922 to September 192,5; October 1926 to September

1932; records incomplete. 

EXTREMES. Maximum discharge recorded during year, 92 second-feet June 30

(gage height, 1.55 feet); minimum discharge, 5 second-feet Oct. 18 to Nov. 29;

minimum gage height, 0.48 foot Nov. 15-29.

1922-25, 1926-32: Maximum discharge, 146 second-feet June 1, 1925 (gage

height, 2.13 feet at a former gage); no flow Aug. 25-27, 1931.

REMARKS. Records fair. Gage not read on days 

Monthly mean discharge is mean of days when

when discharge is not given, 

gage was read. Flow regulated by operation of fish racks at lake outlet and at times by collection of moss 

on racks. No diversions for irrigation above stai

Discharge, in second-feet,

ion.

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 

Oct.

6

6

5

5

5

Nov.

5

5

5

5

5

Dec.

10

21

23

31

Jan.

58

66

77

71

74

Feb.

71

68

82

71

Month

December. __________ . ______ . ...........

February __________ . ______________

March __________________________

April . . 

May.,.. ........

June .

July . ____ ....

Mar.

63

58

.77

79

Apr.

71

- -T

a;

ea

K

Mean

5.4 

5.0 

21.2 

69.2 

73.0 

69.2 

64.5 

51.4 

46.0 

28.3 

18.3 

19.6

39.1

May

56

61

37

49

54

Per sou 

mile

June

55

55

52

34

34

July

32

32

29

29

28

28

28

28

21

Aug.

17

15

14

22

22

21

19

18

17

Sept.

16

17

18

17

17

17

18

""18

38

 

are Btm-°fl

Inches

0. 095 0. 11 

.088 .10 

.372 .43 

1.21 1.40 

1. 28 1. 38 

1. 21 1. 40 

1. 13 1. 26 

.902 1.04 

.807 .90 

.496 .57 

. 321 . 37 

.344 .38

.686 9.34

Acre-feet

332 

208 

1,300 

4,250 

4,200 

4,250 

3,840 

3,160 

2,740 

1,740 

1,130 

1,170

28,400
SURFACE WATER SUPPLY, 1932, PART 12 C 

CLEARWATER RIVER ABOVE TRAP CREEK. OREG.

126

LOCATION. Water-stage recorder in SE% sec. 1, T. 27 S., R. 4 E., 150 yards

above mouth of Trap Creek and 40 miles east of Glide. 

DRAINAGE AREA. 40 square miles. 

RECORDS AVAILABLE. October 1927 to September 1932. 

EXTREMES. Maximum discharge during year, 296 second-feet May 21 (gage

height, 1.55 feet); minimum, 91 second-feet Nov. 4-6, 27, Dec. 12, 29, Jan. 3. 

1927-32: Maximum .discharge, that of May 21, 1932; minimum, that of

Nov. 4-6, 27, Dec. 12, 29, 1931, Jan. 3, 1932. 

REMARKS. Records good. Discharge estimated Jan. 15 to Mar. 6, June 1&-30,

Aug. 2&-31. No diversions or regulation above station.

Discharge, in second-feet, 1981-8®

Day

1... . _ 

2--.. _____ ...

3-. _ .... .

4 

5 

6... .... ... 

1. . ....................

8.-.... .... ... ...

9 

10. 

11- 

12.. : 

13 

14 

15 

16. -

17

18. 

19 

20- 

21 

22 

23- 

24 

25 

26 

27 

28. 

29 

30-- 

81.. 

Oct.

101 

101 

101 

101 

102

102 

102 

101 

101 

101

101 

101 

101 

101 

98

98 

98 

98 

98 

98

98 

113 

104 

99 

108

99 

101 

99 

95 

94 

95

Nov.

94 

92 

92 

91 

91

91 

92

95 

95 

95

95 

95 

95 

95 

97

98 

97 

95 

97 

95

94 

94 

95 

95

97

95 

94 

94 

95 

95

Dec.

95 

95 

95 

95 

94

97 

97 

95 

95 

97

97 

95 

95 

94 

94

94 

95 

95 

94 

94

94 

94 

94 

95 

92

95 

94 

92 

92 

95 

95

Month Maximum

January113

98 

97

February- ____________ . __

April 

July ... ....... ..... .

September ____________

The year

221 

189 

286 

236 

187 

134 

124

286

Jan.

94 

92 

92 

92 

92

92 

92 

92

97 

95

99 

98 

94 

97

98

Mar.

98

97 

97 

97 

99

101 

101 

102 

107 

108

115 

131 

169 

221 

182

164 

156 

151 

169 

161

156 

159 

166 

161 

156 

156

Minimum

94 

91 

92 

92

97 

144 

189

134 

123 

118

91

Apr.

157 

161 

159 

159

154

151 

147 

144 

144 

146

149 

154 

161 

164 

166

173 

178 

182 

189 

182

175 

171 

169 

169 

168

166 

166 

166 

166 

173

Mean

100 

94.5 

94.6 

96.3 

98 

131 

164 

. 229 

209 

151 

128 

120

135

May

189 

195 

198 

197 

197

200 

202 

204

214 

227

236 

256 

266 

266 

246

236

246 

256 

256 

286

276 

246 

236 

227 

221

218 

218 

223 

227 

218 

214

Per s< m

June

214 

216 

218 

221 

218

204 

198 

200 

204 

214

223 

236

227 

227 

219

208 

204

201

juare

2.50 

2.36 

2.36 

2.41 

2.45 

3.28 

4.10 

5.72 

5,22 

3.78 

3.20 

3.00

3.38

July

187 

182 

178 

169 

164

162 

162 

161 

159 

161

156 

152 

152 

151 

149

149 

147 

146 

144 

142

142 

142 

140 

139 

137

135 

135 

135 

135 

134 

134

Aug.

134 

132 

131 

129 

131

129 

129 

129 

129 

129

129 

129 

129 

131 

131

127 

127 

127 

127 

126

126 

126 

126 

124 

124

124 

124 

123 

123 

126 

125

Septi

124 

124 

123 

123 

123

123 

123 

121 

119 

119

121 

121 

119 

119 

119

119 

119 

119 

119 

121

121 

119 

119 

119 

119

118 

118 

118 

118 

119

Run-Off

Inches

2.88 

2.63 

2.72 

2.78 

2.64 

3.78 

4.57 

6.60 

5,82 

4.36 

3. 69 

3.3S

45.82

Acre-feet

6,150 

5,620 

5,820 

5,920 

5,640 

8,060 

9,760 

14,108 

12»408 

- 9,280 

7,-870 

7,140

97,800
SURFACE WATER SUPPLY, 1932,

COQUHJUE RIVER BASIN

SOUTH FORK OF COQFILLE BIVER AT POWERS, OKEG.

LOCATION. Wire gage in NWJ4 sec. 13, T. 31 S., R

DRAINAGE AREA. 169 square miles.

RECORDS AVAILABLE. September 1916 to September

September 1932. Prior to 1928 at station half 

EXTREMES. Maximum discharge during year, 14,

of Dec. 30-31 (gage height, 13.1 feet); minimum,

(gage height, 0.64 foot).

1916-26, 1928-32: Maximum discharge, 25,3 ,

(gage height, 17.5 feet at former gage); minimum

Dec. 3, 1929. 

REMARKS. Records fair. Discharge estimated

regulation above gage.

Discharge, in second-feet, 19

PART 12 C 127

12 W., at bridge at Powers.

1926; October 1928 to 

mile upstream. 

00 second-feet during night 

5 second-feet Sept. 25, 27-30

X) second-feet Oct. 31, 1924 

, 13 second-feet Nov. 30 to

ug. 23. No diversions or

/_« J. c

Day Oct. Nov. Dec. Jan. Feb. Mar. Apr May June July Aug. Sept.

11- 

12.. 

13-

14..

15..

16..

17..

18..

19..

20..

21.

22.

23.

24. 

26.

27..

28..

29..

30..

31..

18

18

18

18

20

20

20

19

18

17

17

17

17

17

17

17

17

17

17

17

18

1,320

1,260

1,080

900

740

472

495

345

240

195

153

130

110

98

83

77

74

365

290

740

740

495

325

790

590

1,200

3,060

2,660

3,720

5,450

1,910

1,200

960

640

565

640

450

405

365

325

308

405

1,320

1,140

960

740

1,020

900

900

840

790

690

900

690

590

518

495

740

900

2,170

2,460

2,260

5,030

2,860

4,890

3,960

3,170

2,170

5,030

10,200

4,470

2,760

2,080

1,440

1,210

1,100

990

1,040

1,040

1,040

1,040

2,360

1,560

1,210

990

1,040

2,000

7,300

5,730

3,500

1,770

1,500

1,100

935

825

770

825

825

990

1,440

1,260

990

990

825

1,150

1,920

1,770

1,920

1,770

1,260

1,440

1,260

1,260

1,100

1,040

1,100

825

720

670

595

545

545

545

545

620

1,040

1,500

1,840

1,660

1,280

1,040

1,040

1,040

935

770

720

720

770

880

1,210

990

935

825

825

770

1,560

4,080

5,730

6,320

3,720

2,460

1,770

1,260

2,260

1,920

1,380

1,260

1,040

1,150

990

82

67

82

88

1,32

1,21

1,15

1,04

88

82

77

72

62

72

62

59 

1,32 

1,04! 

1,921 

1,63!

1,32! 

1.KW 

1,10 

1,10

1,15!

1,151

1,15?

1,041

881

721

990

1,100

1,040

935

825

770

674

620

545

430

430

385

345

305

288

270

238

238

238

238

207

178

178

178

178

178

165

152

152

165

152

147

142

133

124

120

120

115

111

107

103

92

Month Maximum Minimum Meai Per square 

mile

Run-off

Inches Acre-feet

October . 

November. 

' December.. 

January.-. 

February.. 

March..... 

April .. 

May . 

June 

July. .... 

August 

September.

The year.

1,320

5,450

10,200

7,300

1,920

6,320

1,920

1,100

165

56

29

19

10,200

17

74

308

770

545

720

595

165

59

32

19

15

15

239

954

2,010

1,810

1,130

1,660

1,010

425

101

44 0

23ia

786

I.41 

5.64

II.9 

10.7 

6.69 

9.82 

5.98 

2.51 

.598 

.260 

.139 

.097

465

I.63 

6.29 

13.72 

12.34 

7.22

II.32

6.67

2.89

.67

.30

.16

.11

63.32

14,700

56,800

124,000

111,000

65,000

102,000

60,100

26,100

6,010

2,710

1,440

976

571,000
128 SURFACE WATER SUPPLY, 1932, PART 12 C 

MIDDLE FORK OF COQDILIE RIVER NEAR MYRTLE POINT, OREG.

LOCATION. Water-stage recorder in S^ sec. 26, T. 29 8., R. 12 W., a third of a 

mile below mouth of Indian Creek and 3% miles southeast of Myrtle Point.

DBAINAQE AREA. 305 square miles.

RECORDS AVAILABLE. October 1930 to September 1932.

EXTREMES. Maximum discharge during year, 16,600 second-feet Dec. 31 (gage 

height, 19.2 feet); minimum, 5 second-feet Nov. 5 (gage height, 1.67 feet).

1930-32: Maximum discharge, that of Dec. 31,1931; minimum, 1 second-foot 

July 16, 17, 1931.

Maximum stage known, 25.8 feet probably Oct. 31, 1924.

REMARKS. Records good except those estimated, which are fair. Flow regulated completely during low-water periods and to some extent at all times by 

logging ponds above gage. No diversions above gage.

Discharge, in second-feel:, 1931-32

Day

1____ _ .......

2..............

3... ...........

4..............

6-..-. .....

6..............

7-.... .........

8..............

9..... .........

10..............

11.. 

12..............

13.1............

14 

16..............

16...... ........

17...... .....

18..............

19..............

20... ...........

21 ... .......

22..............

23..............

24... ........ ...

25 

26 . 

27... .......... .

28.. .........

29

30 

31- .

Oct.

»12 

»12 

 12 

12 

-12

« 12 

» 12 

« 12 

12 

12

12

-12 

-12 

 12 

- 12

12 

11 

11 

12

12

12 

212 

411 

289 

261

400 

400 

692 

369 

233 

191

Nov.

134 

68

7 

8 

5

Y 321

309

668 

535

951 

3,420 

2,900 

4,660 

7,800

2,700 

1,500 

962

782 

552

667 

505 

489 

349 

438

Dec.

289 

384 

615 

676 

657

535 

670 

732 

852 

1,010

1,160 

967 

1,100 

1,030

868

710 

622 

622 

628 

1,080

2,670 

2,600 

2,780 

6,480 

3,620

6,230 

8,320 

5,780 

3,420 

4,160 

13,200

Month

January.. .. _ ... ___ . . .

July .......... ..... ......

Jan.

6,060 

3,060 

1,940 

1,450 

1,160

1,010 

920 

820 

860 

920

1-1,310

2,060 

4,790 

6,930 

4,730

2,740 

1,880 

1,400 

1,100 

920

800 

920 

1,210 

3,290 

5,920 

3,240

Maximum

692 

7,800 

13,200 

6,930 

2,900 

9,120 

1,660 

1,760 

270 

54 

39 

24

13,200

Feb.

2,120 

1,650 

1,260 

1,600 

2,670

2,600 

2,900 

2,260 

1,820 

2,260

2,600 

2,740 

2,460 

1,940 

1,550

1,260 

1,030 

860 

745 

676

606 

670 

605 

746 

940

1,210 

1,300 

1,120 

1,010

Mar.

1,080 

1,450 

1,260 

985 

840

746 

675 

622 

640 

675

640 

552 

492 

492 

468

2,390 

4,260 

5,920 

9,120 

6,200

3,330 

2,060 

1,550 

1,940 

2,000

1,680 

1,450 

1,300 

1,350 

1,210 

1,030

Minimum

11 

5 

289 

800 

570 

468 

359 

86 

23 

27 

7 

10

5

Apr.

860 

780 

762 

840 

1,660

1,650 

1,400 

1,160 

985 

820

675 

622 

520 

492 

433

456 

359 

422 

820 

1,300

1,260 

632 

1,280 

1,060

1,450

1,660 

1,500 

921 

1,230 

840

Mean

120 

1,090 

2,360 

2,190 

1,650 

1,880 

958 

527 

92.9 

38.4 

16.8 

13.3

904

May

1,450 

1,600 

1,760 

1,450 

1,260

940 

940

710 

670

477

492 

400 

90 

614 

329

339 

226 

216 

320 

126

231 

203 

86 

406 

168

162 

150 

90 

103 

168 

261

Perse 

m

June

213 

168 

176 

270 

136

119 

110 

106 

104

31

48 

23 

189 

48 

50

49 

63

72 

74 

74

74 

73 

82 

70 

67

64 

62 

60

67 

55

luare

o

0.393 

3.57 

7.74 

7.18 

5.08 

6.16 

3.14 

1.73 

.305 

.126 

.055 

.044

2.96

July

54 

53 

53

54 

54

62 

48 

47 

46 

45

43 

43 

42 

32 

29

34 

36 

37 

36 

34

34 

32 

30

27 

27

27 

29 

29 

28 

28 

27

Aug.

16 

7 

10 

12 

16

38 

22 

16 

16

17

16 

14 

16 

16 

15

14

16 

15 

14 

14

14 

14 

16 

15 

16

15

.* 14 

14 

22 

39 

27

Sept.

24 

22 

21 

20

18

17 

16 

16 

13 

13

13 

12 

12 

12 

12

12 

12 

11 

11 

11

11 

. 10 

10 

10 

10

10 

10 

10 

18 

10

Run-off

Inches

0.45 

3.98 

8.92 

8.28 

5.48 

7.10 

3.50 

1.99 

.34 

.15 

.06 

.05

40.30

Acre-feet

7.380 

64,900 

145,000 

135,000 

89,200 

116,000 

57,000 

32,400 

5,530 

2,360 

1,030 

791

657,000

 Estimated.
COQUILLE RIVER BA&tN

ROCK CREEK HEAR REMOTE, OIEG.

10 W., just above backwater 

es east of Remote.

1932

feet);

(discontinued).

1931 to December 1932,

minimum, 2 second-feet

LOCATION. Staff gage in SE% sec. 35, T. 29 &., R.

of logging pond, 1% miles above mouth, and 2% mil 

DEAINAGE ABE A. 23 square miles. 

RECORDS AVAILABLE. October 1930 to December 

EXTREMES. Maximum discharge during period October

560 second-feet Nov. 19, 1931 (gage height, 4.0

Oct. 8-13, 1932 (gage height, 0.02 foot).

1930-32: Maximum discharge, that of Nov. 19, 1931; minimum^ that of

Oct. 8-13, 1932.

Maximum stage known, 6.8 feet Jan. 2, 1933 (di scharge 

REMARKS. Records fair. Staff gage read about 3

days when gage was not read estimated by comparison

Coquille River at Powers. No diversions or regnlat

height record furnished by A. L. Houghtaling.

Discharge, in second-feet, 19SI-S2

129

not determined). 

times~a week: discharge on 

with South Fork of 

ion above station. GageDay

1931-32 

1 ....

2.----. _____

3 _ ........ ....

4 ............

5 _________

«. . .

7... .........

8. .... .......

9. ...........

10 

11... .... _ ..

12

13 

14 .. __ . .....

15 

16... .

17 

18 

19 . 

20 

21, . ___ .

22... . _ ..

23...... _ - __ .

24.. ......

26 ..

26.. _ .... ..

27. 

28. 

29 

30... _ ......

31 .....

Day Oct

1932 

1. _ . .....

2. _ . .....

3 ..........

4 . ... ..

5 .......

6. 

7 _____

8...... ....

9 ..... ..

10 

Oct.

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

128

99

58

106

90

74

78

63

45

30

. No\

3

3 2

3 1

3

3 3

3 11

3 6

2 3

2 5

2 3

Nov.

26

24

22

21

21

21

28

on

70

120

120

50

40

70

54

378

336

378

444

259

ISO

120

92

74

80

70

64

58

54

r. Dec

4 11

0 8

5 7

9 5

0 4

3 3

0 3

8 2

5 2

9 2

Dec.

50

50

63

60

58

58

100

86

84

80

74

66

58

56

54

54

54

54

58

100

190

.160

182

296

210

296

280

260

259

330

467

3.

0 11.

0 12

0 13.

8 14.

8 15.

9 16.

4 17.

« 18.

A. 19.

2 20

Jan.

350

259

190

158

150

143

160

224

230

224

220

Ann

316

210

I4fl

143

200

378

336

300

241

190

150

130

113

105

99

100

110

296

150

Day

1932

Feb.

135

130

125

120

160

140

141

165

220

270

241

230

224

1QA

ion

175

155

145

135

128

110

93

86

86

241

250

259

230

220

Oct.

2

2

2

8

20

20

15

7

6

4

Mar.

207

200

277

220

182

160

143

125

136

160

128

105

92

92

92

336

378

430

467

360

277

210

190

270

240

224

200

190

180

190

155

Nov.

33

24

25

31

39

150

128

85

54

47

Apr.

128

105

113

130

150

145

128

120

120

110

92

84

80

$84

68

80

86

63

150

128

105

99

98

143

180

190

165

143

120

106

Dec

21

21

21

2

2

2

Z

3

3

20

May

150

160

150

135

113

105

OS

86

75

68

63

57

53

50

46

44

43

41

39

37

36

33

32

31

29

28

28

29

30

29

28

E

1 

21...

22...

23 

24 

26...

26...

27...

28...

29...

30 

31...

June28-

27

26

26

26

25

24

24

23

22

21

20

20

20

10

19

18

18

18

17

16

16

15

14

14

14

14

13

12

12

ay

L932

July

-- 11

15

19

15

11

10

10

10

10

10

10

10

10

10

10

10

9

9

9

8

8

8

7

7

7

7

7

7

7

7

7

Oct.

4

5

8

7

6

6

5

4

4

4

4

Aug.

6

«

6

6

6

5

5

6

6

6

6

6

5

5

5

5

5

5

5

5

5

5

4

4

4

4

4

4

4

4

4

Nov.

39

84

30

-29

28

27

31

60

136

174

Sept.

4

4

4

4

4

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

Dee.

39

50

241

150

3fi7

500

3fi7

310

277

200

200
130 SURFACE WATER SUPPLY, 1932, PART 12 C

Discharge, in second-feet, of Rock Creek near Remote, Oreg., 19S1-S2 Continued

Month

1931-32

Tifw^bsr

February ___ . _________

April..

May 

July. ........ ........ ..........

September ____________

The year. .... ..... 

1932 

October __ . __ . ___ . ........

The period ..................

Maximum

128

444

467

400

270

AKI

190

160

28

19

6

4

467

20

174

500

MiptmiiTn

4

21

60

99

86

92

63

28

12

7

4

3

3

2

4

22

Mean

27.6

121

137

207

172

213

117

62.7

19.4

9.5

5.0

3.2

91.1

5.5

52.9

117

Per square

1.20

5.26

5.96

9.00

7.48

9.26

5.09

2.73

.843

.413

.217

.139

3.96

.239

2.30

5.09

El

Inches

1.38

5.87

6.87

10.38

8.07

10.68

5.68

3.15

.94

.48

.25

.16

53.91

.28

2.57

5.87

in-ofl

Acre-feet

1,700

7,200

8,420

12,700

9,890

13,100

6,960

3,860

1,160

584

307

190

66,100

338

3,150

7,190

10,700
COQUILLE RIVER BASIN 131

NOBTH FOBE OF COQUHIE BIVEK NBAS MYUTLE POINT, OBEG.

LOCATION. Water-stage recorder in NW% sec. 36,

of a mile below junction with East Pork and <

Point. Zero of gage is 12.22 feet above mean sea level 

DRAINAGE AREA. 276 square miles. 

RECORDS AVAILABLE. October 1928 to September 1932. Prior to October 1930

at site 3% miles downstream. 

EXTREMES. Maximum discharge during year, 9,320

height, 33.0 feet); minimum, 20 second-feet Sept

feet).

1928-32: Maximum discharge, that of Mar. 19, 1932; minimum, 17 secondfeet Sept. 5, 1930.

Maximum stage known, 41.2 feet during winter 

REMARKS. Records fair. No diversions above gage,

tion of logging ponds above station.

\ 28 S., R-. 12 W., a quarter 

miles northeast of Myrtle

second-feet Mar. 19 (gage 

. 29, 30 (gage height, 1.59

of 1909-10. 

Blow regulated by operaDischarge, in second-feet, 19S1-S2

Day

1. ___ ...

2 _ . ......

8 .......

4 _ - .....

5. ......

8..........

7... .......

8 .

9 

10 .

11 

12. ......

13 . 

14. ...

15

16.... ......

17 ......

18. ......

19 

20 _____ .

21.. ........

22. ......

23 

24 .......

26 .......

20

27. ......

28. ......

29 ..

30 

31 

Oct.

30 

29 

28 

27 

27

30 

30 

31 

28 

27

27 

27 

27 

26 

26

26 

26 

26 

28 

27

28 

555 

785 

543 

395

710 

641 

1,750 

844 

483 

311

Nov.

256 

216 

186 

168

151

132 

148 

695 

653 

1,830

1,150 

673 

574 

1,410 

1,220

1,740 

3,980 

3,700 

4,060 

8,120

5,110 

2,560 

1,770 

"1,330 

-1,000

"870 

827 

«740 

"650 "570

Dec.

"540 

"700 

"1,100 

1,500

"1,460 

1,600 

"1,480

3,980 

 5,570

Month

October. ............... ........

December _____________

jantiary itehrnifry ,

March. I

April

May

July. ............... ............

August- September.^ - -

They

Jan.

 6,000 

"4,200 

"2,800 

"2,100 

1,700

 1,400 

"1,200 

"1,100 

1,170

"1,580

2,510 

"3,500 

 5,900 

"6, 900 

"5,000

3,630 

2,540 

1,900 

1,530 

1,290

1,220 

"1,380 

1,530 

2,710 

5,160 

3,840

Feb.

2,630 

2,000 

1,670 

1,870 

2,750

2,510 

2,810 

2,480 

2,260 

2,690

3,100 

3,300 

2,900 

2,340 

1,950

1,620 

1,360 

1,170 

1,020 

934

«780

934 

 1,200 

"1,100 

"1,000

Maximum

1,750 

8,120

3,300 

8,920

1,260 

311 

110 

51 

30

8,920

Mar.

"1,300 

"1,600 

"1,500 

"1,250 

1,020

"750

671 

«620 

-580 

583

"2,500 

 4,200 

"6,000 

8,920

"3, 700

2,690 

"1,760

Minimum

26 

132 

540 

1,100

580

269 

96 

53 

28 

20

20

Apr.

 1,10(1 

«94C 

«90C 

' 1.14C

-1.50C

1,000 «91C

«82C 

"760 "720

689 

«l,06fl

1,240 

"1,200

« 1,200 

« 1,500

"1,650 

1,340 

1,220 

1,050 

912

Mean

245 

1,550 

2,810 

2,640 

1,780 

2,220 

1,150 

556 

171 

77. 

39. 

23.

1,110

« Estimated.

May

1,260 

1,260 

1,240 

1,120 

1,000

912 

806 

727 

653 

600

549 

515 

483 

452 

437

407 

392 

377 

"350 320

290 

370 

347 

332 

304

290 

269 

269 

290 

311 

311

Perse 

mi

June

311 

290 

290 

256 

236

230 

216 

204 

198 

186

180 

174 

168 

168 

162

151 

146 

140 

139 

137

133 

131 

126 

123 

118

105 

104 

105 

100 

96

luare

0.888 

5.62 

10.2 

9.57 

6.45 

8.04 

4.17 

2.01 

.620 

.281 

.143 

.084

4.02

July

«100 

«105 

110 

«105 «100

 90 

86 

83 

80

82

88 

87 

83 

91 

100

89 

79 

74 

70 

66

61 

60 

69 

69 

60

69 

58 

57 

56 

54 

53

Aug.

51 

50 

48 

48

47

44 

42 

41 

42 

42

42 

42 

42 

40 

40

40 

42 

40 

40 

40

"39 

"37 

"35 

34 

34

34 

34 

30 

28 

30 

30

Sept.

30 

29 

27 

26

25 *

24 

23 

24 

24 

24

24 

24 

23 

22 

23

22 

22 

22 

22 

22

22 

22 

23 

23 

22

22 

21 

20 

20 

20

Run-off

Inches

1.02 

6.27 

11.76 

11.03 

6.96 

9.27 

4.66 

2.32 

.69 

.32 

.16 

.09

54.54

Acre-feet

15,100 

92,200 

173,000 

162,000 

102,000 

136,000 

68,400 

34,200 

10,200 

4,760 

2,430 

1,380

802,000
132 SURFACE WATER SUPPLY, 1932, PART 12 C

ROGUE RIVER BASEST

ROGUE RIVER ABOVE BTBEE CREEK, OREG.

LOCATION. Water-stage recorder in NE}4 sec. 26, T. 30 S., R. 3 E., 500 feet

above Bybee Creek and 2 miles northeast of Union Creek. 

DRAINAGE AREA. -118 square miles. 

RECORDS AVAILABLE. January 1930 to September 1932. 

EXTREMES. Maximum discharge during year, 2,940 second-feet Mar. 19 (gage

height, 5.95 feet); minimum, 186 second-feet Nov. 16 (gage height, 0.23 foot). 

1930-32: Maximum discharge, that of Mar. 19, 1932: minimum, that of

Nov. 16, 1931. 

REMARKS. 'Records good except those estimated, which are fair. No diversions

or regulation above station. Gage-height record furnished by The California

Oregon Power Co.

Discharge, in second-feet, 19S1-S2

Day

1 ... _ ...

2 _ ... _ . __

3... .........

4 _ ......... ...

6 ............

6...............

7. ...... ___ ..

8... ............

» ...

10.-.. ...-...

11. ____ . _ ..

12 

13 

14 . _ . ...

15. -. _ ..

16 

17 

18 . ...........

19 

20 .

21. ___ . ___ .

22. _______ ...

23

24 

25 .......

26....... .... _

27 .

28 ,

29 ..........

30. ..............

31... .........

Oct.

194 

194 

194 

194 

194

198 

198 

198 

194 

196

196 

194 

196 

198 

196

194 

192 

190 

192 

190

188 

321 

305 

258 

323

278 

295 

353 

290 

272 

262

Nov.

250 

242 

238 

235 

232

228 

228 

255 

242 

240

225 

222 

225 

232 

222

210 

230 

265 

240

 232

Dec.

« 287

310

288 

255

"244

285 

238

250 

238 

228 

235 

220

218 

»225 

232 

235

245 

275

Month

December.. .......................

February _ _______

March .._._ ______ _..._

April _________ . ____ . ___

May... ... ..... .. . . .... .... _

June 

Jnly_..-_. ........................

September.. _.___. _._..__

The year ____ ._

Jan.

252 

"220 

"215 "235

228

228 

230 

232 

262 

288

312

425 

315 

305 

326

292 

292 

312 

326 

295

258 

248 

242 

»240 "260

«280 

»290 

302 

320 

312 

302

Maximum

353

425 

380 

2,170 

810 

1,750 

1,200 

575 

312 

275

2,170

Feb.

»254

255 

240

238 

238 

235

« 216

225 

218 

216 

225 

238

260 

320 

368 

380

Mar.

356 

329 

305 

290 

285

288 

302 

310 

329 

368

380 

380 

380 

371 

395

425 

440 

998 

2,110 

2,170

1,240 

890 

750 

670 

998

810 

710 

730 

790 

730 

670

Minimum

188

215

285 

558 

890 

630 

298 

272 

255

188

Apr.

650 

710 

750 

710 

670

630 

592 

575

558 

575

592 

710 

790 

810 

770

790 

810 

810 

790 

750

690 

650 

610 

592 

592

592 

575 

575 

610 

690

Mean

227 

234 

255 

279 

248 

652 

674 

1,230 

919 

387 

294 

261

472

May

99a

1,040 

952 

930

890

930 

1,020 

1,110 

1,240 

1,330

1,380 

1,480 

1,580 

1,530 

1,330

1,240 

1,380 

1,480 

1,430 

1,750

1,690 

1,380 

1,200 

1,150 

1,110

1,110 

1,060 

1,150 

1,200 

1,080 

1,020

Pers( 

m

June

1,020 

1,040 

1,060 

1,110 

1,060

952 

910 

890 

975 

1,060

1,110 

1,200 

1,150 

1,110 

1,060

975 

890 

850 

810 

810

850 

870 

830 

790 

750

730 

710 

690 

670 

630

tuare

1.92 

1.98 

2.16 

2.36 

2.10 

5.53 

5.71 

10.4 

7.79 

3.28 

2.49 

2.21

4.00

July

575 

558 

522 

488 

470

440

425 

425 

425 

440

440 

410 

395 

395 

380

374 

365 

362 

350 

344

335 

329 

323 

312 "308

 304 

300 

300 

298 

300 

300

Aug.

302 

305 

305 

308 

308

310 

312 

312 

310 

310

310 

308 

308 

305 

305

298 

290 

282 

278 

280

280 

280 

280

278 

278

278 

278 

272 

275 

278 

278

Sept

275 

272 

272 

270 

265

262 

262 

260 

260 

268

258 

258 

255 

258

255

255 

255 

255 

258 

262

265 

265 

262 

260

258

262 

258 

258 

255 

255

Run-off

Inches

2.21 

2.21 

2.49 

2.72 

2.26 

6.38 

6.37 

11.99 

8.69 

3.78 

2.87 

2.47

54.44

Acre-feet

14,000 

13,900 

15,700 

17,200 

14,300 

40,100 

40,100 

75,600 

54,700 

23,800 

18,100 

15,500

343,000

Estimated.
ROGUE EIVEE BASIN 133

ROGUE RIVER ABOVE PROSPECT, DREG.

T. 32 S., R. 3 E., 1)4 miles 

Power Co., 3 miles above

LOCATION. Water-stage recorder in NEJ4 sec. 19,

above intake of diversion of The California Oregon

Mill Creek, and 2 miles northwest of Prospect. 

DRAINAGE AREA. 332 square miles. 

RECORDS AVAILABLE. July 1907 to February 1912 incomplete; October 1923 to

September 1932. 

EXTREMES. Maximum discharge during year, 7,530

height, 6.7 feet); minimum, 200 second-feet Nov 

1907-12, 1923-32: Maximum discharge, abou

1909 (gage height, about 7.0 feet); minimum, that 

REMARKS. Records good except those estimated

March, which are fair. No diversions or reguLati

height record furnished by The California Oregon ~

second-feet Mar. 19 (gage 

20 (gage height, 1.07 feet). 

9,300 second-feet Nov. 22, 

of Nov. 20, 1931. 

and those for February and 

ion above station. GagePower Co.

Discharge, in second-jeet, 1931-88

Day

1... ...........

2 ... ........

3

4... ...........

5 .-...-.....

6 ...........

7--..., -....

8 ..

» 

10 

11 

12 .. ..

13- .-. ...

14 . 

15 

16 

17 

18 

19 .

20 ...........

21..............

22. .

23 

24...... ........

25 

26 

27 

28 

29 .

30 

31 . .

Oct.

228 

224 

224 

224 

228

231 

228 

228 

224 

224

224 

224 

224 

220 

220

217 

217 

217 

220 

220

224 

406 

435 

338

415

415 

388 

548 

425 

366 

343

Nov.

321 

309 

297 

289 

281

269 

273 

309 

305 

309

285 

277 

277 

289 

277

285 

285 

301 

305

a 272

309

317 

317 

321 

«290 

«300

Dec.

«320 

343 

334 

343 

330

317 

334 

321 

301 

289

301

285

«296

348 

330

374 

366 

348 

370 

356

361 

343 

361 

325 

338 

392

Jan.

397 

361 

338 

366 

343

334 

330 

330

388 

470

515 

848 

594 

490 

500

465

440 

475 

559 

505

460 

435 

348 

«335 

"360

-380 

"380 

388 

406 

361 

370

Month Maximum

October.... ____________

Jftnnqry

April __ ... 

May........... ...................

July....... 

September __________ ,

The year..... ______

548 

321 

392 

848 

960 

6,470 

1,600 

2,680 

1,720 

788 

410 

352

6,470

Feb.

«325 

«315 

321 

338 

330

338 

338 

338 

325 

321

321 

313 

313

"288

317

317 

309 

309 

330 

379

500 

765 

960 

952

.......

Mar.

802 

695 

612 

564 

537

532 

559 

612 

695

896

960 

896 

848 

960 

1,080

1,220

2,470 

5,120 

6,470 

3,430

2,130 

1,600 

1,350 

2,200 

2,000

1,550 

1,450 

1,660 

1,550 

1,350 

1,300

Minimum

217

330

532 

928 

1,450 

825 

415 

352 

330

217

Apr.

1.40C 

1.60C 

1,550 

1.40C 

1.26C

1.12C 

l.OOC 

928 

92S 

1,000

1,170 

1,40C 

1,45C 

1.45C 

1,350

1,450 

1,500 

1.55C 

1,500 

1,400

1,220 

1,080 

1,000 

1,120 

1,120

1,120 

1,040 

1,080 

1,120 

1,260

Mea;i

28 

29 

32 

42 

38 

1,55 

1,25 

1,96 

1,31 

52 

37 

34

75

May

1,720 

1,880 

1,720 

1,450 

1,550

1,550 

1,770

« 2,220

2,680 

2,470 

2,130

1,940 

2,130 

2,330 

2,200 

2,680

2,540 

2,060 

1,770 

1,720 

1,600

1,550 

1,500 

1,720 

1,770 

1,720 

1,550

Perse 

mi

June

1,550 

1,550 

1,550 

1,600 

1,550

1,400 

1,300 

1,260 

1,350 

1,500

1,550 

1,720 

1,720 

1,550 

1,500

1,400 

1,300 

1,220 

1,170 

1,170

1,170 

1,220 

1,170 

1,080 

1,040

1,000 

968 

920

888 

825

juare

3 0. 852 

2 .880 

9 .991 

8 1.29 

3 1.15 

0 4.67 

0 3.77 

0 5.90 

0 3.95 

4 1.58 

4 1.13 

0 1.02

4 2.27

July

788 

751 

716 

682 

643

«621 

«598 

576 

559 

559

554 

532 

526 

515 

500

490 

480 

480 

465 

465

455 

450 

445 

440 

435

430

425 

420 

420 

415 

415

Aug.

410 

406 

402 

397 

392

388 

388 

388 

384 

384

384 

379 

374 

374 

379

370 

366 

366 

366 

366

361 

361 

361 

356 

356

361 

361 

352 

356 

356 

356

Sept.

352 

352 

352 

348 

352

348 

348 

348 

343 

338

338 

338 

338 

338 

338

334 

334 

334 

334 

338

343 

338 

334 

334 

334

334 

334 

330 

330 

330

Kun-off

Inches

0.98 

.98 

1.14 

1.49 

1.24 

5.38 

4.21 

6.80 

4.41 

1.82 

1.30 

1.14

30.89

Acre-feet

17,400 

17,400 

20,200 

26,300 

22,000 

95,300 

74,400 

121,000 

78,000 

32,200 

23,000 

20,200

547,000

Estimated.
134 SURFACE WATER SUPPLY, 1932, PART 12 C

ROGUE BITER BELOW SOUTH FORK OF ROGUE RIVER, HEAR PROSPECT, OREG.

LOCATION. Water-stage recorder in NW}4 sec. 16, T. 33 S., R. 2 E., at Peyton 

Bridge, 6 miles southwest of Prospect.

DRAINAGE AREA. 643 square miles.

RECORDS AVAILABLE. April 1929 to September 1932.

EXTREMES. Maximum discharge during year, about 12,600 second-feet Mar. 19 

(gage height, about 8.7 feet); minimum not determined, as stage falls below 

intake pipe of well at times:

1929-32: Maximum discharge, that of Mar. 19, 1932; minimum not determined.

REMARKS. Records fair. Minor irrigation diversions above station. Considerable diurnal fluctuation owing to operation of power plant 4 miles; upstream. Gage-height record furnished by The California Oregon Power Co.

Discharge, in second-feet,' 1931-32

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

Oct.

-580

965 

1,040 

830 

895

895 

895 

1,040 

830 

791 

"710

Nov.

'"667

772

680 

670 

680 

700 

682

758 

830 

817 

862 

895

810 

i«706

Dec.

 721

784 

778 

772

862 

«835 

-815 

862 

"830

810 

930 

930 

862 

862 

1,040

Jan.

1,000

'-817

895 

1,000

1,110 

1,500 

1,260 

1,080 

1,080

1,000 

965 

1,040 

1,180 

1,110

1,040 

1,000 

895 

862 

895

930

895 

862 

862 

862 

"820

Month Maximum

October.......... . __ . ___ . 1.040

December. __ .. ___ ...........

895 

1.040

January ___ ____ . ____ l. son

February. _____ _______

March.. ___ ____ . .........

May. __________ 1 __ ....

July.. .... ....... ..... ....

August ____ _________ ..

1,750 

11,000 

3,130 

4,700 

3,500 

1,920 

1,090 

915

11.000

Feb.

"802

830 

-810 

"800 

-780

"740 

830 

798 

"700 

791

'"760

965

1,140 

1,460 

1,750 

1,750

Mar.

1,580 

1,460 

1,340 

1,260 

1,180

1,140 

1,220 

1,300 

1,380 

1,660

1,750 

1,700 

1,620 

1,750 

1,880

2,350 

4,350 

9,240 

11,000 

"6,410

"4,410 

"3,620 

"3,250 

"4,270 

4,130

3,500 

3,250 

3,500 

3,250 

3,010 

2,780

Minimum

700 

1,140 

2,020 

3,010 

1,970 

1,090 

880 

789

Apr.

2,890 

3,130 

3,130 

2,890 

2,670

2,400 

2,230 

2,070 

2,020 

2,070

2,230 

2,560

2,720 

2,780 

2,620

2,720 

2,780 

3,010 

3,010 

2,890

2,560 

2,340 

2,230

2,450 

2,450

2,500 

2,400 

2,500 

2,450 

2,620

Mean

680 

717 

782 

963 

890 

3,050 

2,580 

3,680 

2,790 

1,390 

978 

840

1,610

May

3,010 

3,370 

3,250 

3,250 

3,130

3,010 

3,250 

3,370 

3,620 

4,130

4,130 

4,410 

4,700 

4,550 

4,130

3,740 

4,000 

4,270 

4,130 

4,550

4,550 

3,870 

3,370 

3,250 

3,130

3,010 

3,010 

3,500 

3,630 

3,500 

3,250

Perse 

mi

June

3,250 

3,250 

3,130 

3,250

3,250

2,890 

2,720 

2,670 

2,780 

3,010

3,130 

3,500 

3,500 

3,250 

3,250

3,010

2,780 

2,620 

2,500 

2,560

2,620 

2,670 

2,620 

2,500 

2,340

2,280 

2,230 

2,120 

2,070 

1,970

mare

c

1.06 

1.12 

1.22 

1.50 

1.38 

4.74 

4.01 

5.72 

434 

2.16 

1.52 

1.31

2.50

July

1,920 

1,880 

1,830 

1,830 

1,780

1,700 

1,600 

1,560

1,520 

1,480

1,480 

1,440 

1,400 

1,400 

1,360

1,320 

1,320

1,280 

1,240 

1,200

1,200 

1,200 

1,160 

1,160 

1,120

1,120 

1,090 

1,090 

1,090 

1,090 

1,090

Aug.

1,060 

1,090 

1,060 

1,060 

1,020

1,020 

1,020

985 

985 

985

985 

985 

985 

985 

985

985 

985 

985 

985 

950

950 

950 

950 

915 

915

915 

915 

880 

915 

950 

950

Sept.

915 

915 

915

880 

880

880 

848 

848 

848 

848

848 

848 

848 

848 

815

848 

815 

815 

815 

815

815 

815 

815 

789 

789

815 

815 

815 

815 

815

Run-off

Inches

1.22 

1.25 

1.41 

1.73 

1.49 

5.46 

4.47 

6.60 

4.84 

2.49 

1.75 

1.46

34.17

Acre-feet

41,800 

42,700 

48,100 

69,200 

51,200 

188,000 

154,000 

226,000 

166,000 

85,500 

60,100 

50,000

1,170,000

1 Estimated.
ROGUE RIVER BASIN

ROGUE RIVER AT RAYGOLD, NEAR CENTRAL POINT, ORE6.

900

LOCATION. Water-stage recorder in sec. 18, T. 36 

below dam and power house of The California Oregon 

below Bear Creek, and 6 miles northwest of Central

DRAINAGE AREA. 2,020 square miles.

RECORDS AVAILABLE. August 1905 to September

EXTREMES. Maximum discharge during year, 31, 

height, 12.2 feet); minimum, 604 second-feet

1905-32: Maximum discharge, 91,500 second-feet Feb 

24.8 feet); minimum stage indeterminate, as waLer 

well during low stages, which are usually of short

REMARKS. Records good. Numerous diversions 

Diurnal fluctuation, owing to operation of power 

station. Gage-height record furnished by The

3., R. 2 W., at Raygold, just 

Power Co., half a mile 

Point.

Au;

1932.

second-feet Mar. 19 (gage 

5 (gage height, 0.07 foot). 

. 21, 1927 (gage height, 

goes below intake pipe of 

duration.

for irrigation above station, 

plant immediately above 

< California Oregon Power Co.

Discharge, in second-feet,

135

Day Oct. Nov. Dec. Jan. Feb. Mar. Apr May June July Aujr. Sept.

11.-

12-

13-

14-

15-

16-

17-

18-

19- 

20..

22-

23-

24-

25-

26. 

27-

28.

29. 

30- 

31.

728

792

772

716

716

716

716

716

710

704

704

698

704

704

710

704

710

716

710

704

704

914

1,290

1,160

1,030

1,290

1,070

1,240

1,200

990

974

905

805

898

805

875

847

798

958

920

912

974

905

861

1,030

990

1,960

2,180

1,980

3,890

2,100

1,480

1,240

1,160

1,110

1,160

1,160

1,010

958

1,010

1,070

1,200

1,430

1,430

1,290

1,160

1,290

1,240

1,110

1,160

1,070

1,030

1,030

920

950

1,160

1,240

1,290

1,530

1,740

1,480

2,010

1,840

1,950

8,360

4,180

2,480

2,080

5,810

3,640

2,600

2,060

1,840

1,740

1,630

1,630

1,630

1,840

2,480

2,360

5,200

3,640

2,600

2,300

2,300

2,720

3,790

4,620

3,430

2,780

2,420

2,060

1,840

1,790

1,790

1,790

1,740

2,010

3,230

2,540

2,240

1,900

1,680

1,840

2,060

2,420

2,360

2,240

2,060

2,060

1,960

1,960

2,010

1,790

1,580

1,680

1,480

1,430

1,430

1,430

1,480

1,530

1,740

2,420

3,360

3,940

4,810

5,000

4,440

3,640

3,160

2,840

2,600

2,360

2,300

2,420

2,480

2,780

3,160

3,430

3,300

3,100

3,640

5,000

8,620

17,800

28,400

18,500

10,300

7,610

6,020

8,360

7,130

6,900

5,810

6,020

5,810

5,200

4,810

4,81) 

5,00) 

5,20) 

4,81D 

4,44)

4,10) 

3,79() 

3,50) 

3,43i) 

3,361)

3,50) 

3,79) 

3,940 

4,10) 

3,790

3,940

3,940

4,270

4,270

4,440

4,270

3,720

3,720

4,81(1 

5,00(1

6,23(1 

5,81(1 

5,20(1 

4,81(1 

4,620

5,000

5,600

6,450

7,130

6,020

5,400

5,400

5,400

5,600

5,810

6,020

6,020

6,230

6,230

5,810

5,000

5,000

5,400

5,400

5,810

6,230

5,400

4,620

4,270

4,100

3,940

3,790

4,620

5,600

6,900

5,400

5,000

4,620

4,620

4,620

4,440

4,100

3,790

3,640

3,570

3,790

4,270

4,440

4,270

4,100

3,940

3,790

3,500

3,300

3,100

3,040

3,040

3,040

2,970

2,840

2,780

2,660

2,600

2,540

2,420

2,360

2,240

2,240

2,060

2,010

1,960

1,840

1,790

1,680

1,680

1,630

1,630

1,630

1,580

1,540

1,530

1,530

1,480

1,340

1,430

1,380

1,380

1,340

1,340

1,340

1,290

1,290

1,290

1,290

1,240

1,240

1,240

1,240

1,200

1,160

1,160

1,160

1,160

1,110

1,110

1,110

1,110

1,160

1,110

1,110

1,160

1,110

1,160

1,070

1,160

1,010

1,070

1,070

1,070

1,070

1,070

1,070

1,070

1,030

982

1,070

1,070

1,070

1,030

1,110

1,070

1,010

1,030

1,020

998

990

966

990

1,010

1,010

1,010

982

974

935

942

982

950

974

950

920

Month Maximum Minimum Meac Per square 

mile

Run-off

Inches Acre-feet

October 

NovemberDecember.. 

January. 

February.. 

March.. 

April. 

May-- 

June 

July___. 

August._. 

September.

The year.

1,290

3,890

8,360

5,200

5,000

28,400

6,230

7,130

5,000

2,240

1,240

1.110

28,400

1,630

1,430

2,300

3,360

3,790

2,360

1,240

982

920

846 

1,2SO 

1,850 

2,550 

2.2EO 

6,3*0 

4,3£0 5,4?r 

3,570 

1,560 

1,110

989

2,680

0.419

.609

.901

1.25

1.13

3.14

2.15

2.71

1.77

.772

.550

.490

1.33

0.48

.68

1.04

1.44

1.22

3.62

2.40

3.12

1.98

.55

18.05

52,000

73,200

112,000

155,000

132,000

390,009

259,000

336,000

212,000

95,900

68,200

58,800

1,940,000
136 SURFACE WATER SUPPLY, 1932, PART

MILL CREEK HEAR PROSPECT, OHEG.

LOCATION. Staff gage in SE}£ sec. 29, T. 32 S., R. 3 E., at power canal crossinga third of a mile northeast of Prospect. Prior to Apr. 29, 1932, staff gage 

half a mile upstream above a small diversion.

DRAINAGE AREA. 32 square miles.

RECORDS AVAILABLE. August to October 1910; May 1925 to September 1932.

EXTREMES. Maximum discharge recorded during year, 158 second-feet Mar^ 

25 (gage height, 3.30 feet; undoubtedly higher Mar. 19 or 20); minimum, 24 

second-feet Oct. 2-16.

1910, 1925-32: Maximum discharge, 200 second-feet Feb. 20, 1927; -minimum, 24 second-feet Sept. 4-25, Oct. 2-16, 1931.

REMARKS. Records fair April to September; poor October to March. Gage 

read once a week. A ditch above station diverts 1 or 2 second-feet for use at 

Prospect; no regulation. Gage-height record furnished by The California 

Oregon Power Co.

Discharge, in second-feet, 1931-32

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 _ .....

29 

30 

31 

Oct.

24

24

24

33

27

Nov.

26

28

29

Dec.

31

29

28

30

32

Jan.

35

30

34

<u.

33

Feb.

' 32

32

<u

Mar.

34

64

49

152

168

128

Apr.

102

123

128

107

106

May

129

137

137

129

June

129

121

129

106

July

77

64

46

45

38

36

Aug.

33

33

31

30

Sept.

30"

30

30

28

29

2»

Month

February- ___ - _________________

May.... . . ._ ....... 

J^nfi

July.. ........... 

The year. ___ _. __ ... __ . ...

Mean

"26.4 

-27.7 

"30.0 

 33.2 

"32.7 

683.9 

U21 

6124 

"121 

 49.2 

"31.8 

-29.3

59.2

Per square 

mile

0.825 

.866 

.938 

1.04 

1.02 

2.62 

3.78 

3.88 

3.78 

1.64 

.994 

.916

1.86

Run-oS

Inches

0.95 

.97 

1.08 

1.20 

1.10 

3.02 

4.22 

4.47 

4.22 

1.78 

1.15 

1.02

25.18

Acre-feet

1,620 

1,660 

1,840 

2,040 

1,880 

5,160 

7,200 

7,62fr 

7,200 

3,030 

1,960 

1,740-

42,900

 Mean of days when gage was read.

» Estimated by comparison with Rogue River above Prospect.
ROGUE EIVEE BASIN 

SOUTH FORK OF ROGUE RIVER ABOVE IMNAHA CREEK, NEAR PROSPECT, ORES.

,100

LOCATION. Water-stage recorder in NEJ4 sec. 18, 

above Imnaha Creek, 400 yards above South For. 

southeast of Prospect.

RECORDS AVAILABLE. October 1931 to September

EXTREMES. Maximum discharge during year, 1, 

height, 4.47 feet); minimum discharge, 27 second-f 

height, 0.81 foot Oct. 4, 9-21.

REMARKS. Records good except those estimated

feet, which are fair. No diversions or regulation above 

record furnished by The California Oregon Power

T. 33 S., R. 4 E., 300 yards 

c diversion dam, and 6 miles

Discharge, in second-feet, 19

1932.

second-feet Mar. 19 (gage 

et Oct. 1-21; minimum gage

s,nd

Co.

1-&

those above 300 secondstation. . Gage-height

Day

2.. _ . _ 

3 __ . .........

4 _ . ...........

5 __ . _ ..

6 _ ..

7 ...... ......

8 ..... .......

9 _ ... ____ ..

10 . __ ......

11 ____ 

12. 

13 __ . _ . .....

14 

15 

16 _ . __ . _ 

17 

18 

10

20 

21.. _ ... .......

22 

23 

24 _____ ......

25. __

26 

27 

28 

29 

30 

31 .........

Oct.

27 

27 

27 

27 

27

27 

27 

27 

27 

27

27 

27 

27 

27 

27

27 

27 

27 

27 

27

27 

51 

55 

45 

53

46 

45 

60 

48 

41 

38

Nov.

35 

34 

32 

32 

31

31 

32 

35 

35 

35

33 

32 

33 

33 

32

35 

39 

35 

39

 34

37

35 30 

 30 

 30 

 32

Dec.

32 

33 

34 

32 

32

32 

35 

34 

34 

34

33 

33 

33 34 

 33

 32 

33 

34 

34 

34

35 

34 

34 

35 

33

33 

39 

35 

35 

37 

41

Jan.

39 

36 

35 

35 

34

33 

33 

33 

36 

41

44 

55 50 

 48

 47

48 

52 

51 

55 

50

46 

43 40 

 35 

 35

34 

36 35 

 35 

 35 

 35

Month Maximum

February. ______ .........

April 

May ...... ....... .........

July.. 

60 

39 

41 

55 

55 

990 

305 

628 

500 

200 

92 

69

990

Feb.

 35 

 35 

 36 

38 

37

36 

36 

36 

37 

37

37 

36 

36

 33

33

32 

31 

31 

33

38

41

47 

51 

55

Mar.

54 

54 

51 

50 

50

51 

55 

59 

62

75

83 

82 

82 

94 

97

118 

232 

560 

990

582

400 

315 

266 

373 

338

285 

268 

310 

280 

252 

244

Minimum

27 

30 

32 

33

50 

175 

260 

213 

94 

70 

50

27

Apr.

25C 

265 

25( 

23« 

21J

18!

17! 

185!

19* 

21!

2&

m

25(1 

30

27!!

244:

22(1 

215!

22<:

22(1 

21 i

21! 

21! 1 

23)i

Mean

33.! 

33. 

34. 

40. 

36. 

220 

228 

403 

321 

126 

78. 

59.

135

May

260 

288 

285 

290 

290

305 

330 

350 

385 

445

462 

540 

628 

605 

500

445 

480 

582 

540 

462

462 

379 

338 

328 

325

322 

318 

415 

400 

382 

367

Pers 

m

June

376 

350 

358 

376 

355

310

282 

278 

305 

338

342 

500 

430 

400 

400

367 

325

298 

282 

290

298 

318 

302 

282 

270

260 

250 

240 

230 

213

quare

J 0.650 

3 .646 

I .656 

5 .785 

5 .704 

4.23 

438 

7.75 

6.17 

2.42 

6 1.51 

4 1.14

2.60

July

200 

189 

181 

170 

162

154 

148 

144 

138 

135

134 

129 

125 

127 

120

117 

113

111 

111 

107

106 

103 

101 

100 

100

99 

97 

96 

95 

94 

94

Aug.

92 

90

88 

87 

84

83 

82

82 

83 

82

82 

82 

80 

80 

80

79

77 

77 

75 

75

75 

74 

74 

73 

72

72 

72 

72 

72 

72

70

Sept.

69 

69 

68 

67 

66

66 

64 

63 

62 

61

62 

61 

60 

60 

58

58 

58

58 

58 

58

58 

56 

56 

55

54

53 

52 

51 

50 

50

Run-off

Inches

0.75

.72 

.76 

.90 

.76 

4.88 

4.89 

8.94 

6.88 

2.78 

1.74 

1.23

35.2!

Acre-feet

2,080 

2,000 

2,100 

2,510 

2,110 

13,500 

13,600 

24,800 

19,100 

7,750 

4,830 

3,530

97,900

 Estimated.
138 SURFACE WATER SUPPLY, 1932, PART 12 C 

IMWAHA CREEK WEAR PROSPECT, ORES.

LOCATION. Staff gage in NEK sec. 18, T. 33 S., R 4 E., 400 yards above mouth 

and 6 miles southeast of Prospect.

RECORDS AVAILABLE. September 1931 to September 1932.

EXTREMES. Maximum discharge recorded during period, 237 second-feet Mar. 

19 (gage height, 2.10 feet); minimum, 11 second-feet Dec. 14 (gage height, 

0.46 foot).

REMAKKS. Daily-discharge records good; monthly mean discharges fair. Staff 

gage read only once a week. No diversions or regulation above station. Gageheight record furnished by The California Oregon Power Co.

Discharge, in second-feet, 1931-82

Day

1 _ ....

4 5 _ -

T. ......

g

10. 

11. 

19

 to

14 .... 15 ___ -

16 .......

17 .......

18

1920 ___ -

21_ 

22. 

23. 

24. .-

25. 

26

27 _ 

28 

9O

30 _ ....

31. 

Sept.

12 

12

13 

14 

13

12 

12

Oct.

13

13

13

17

1.4

Nov.

13

13

14

13

Dec.

13

13

11

12

13

15

Jan.

14

14

14

14

Feb.

13

12

12

12

Month

Septemb

Novemb 

Decembc

Februarj 

]V£&rob.

1931

EKT

1931-32

41*

« 

r.. ............ . ... .. . ....

April.. ....... .... ._ 

^T3^. .................................................

Septemb 

Tb

Mar.

16

16

20

60

237

125

89

Apr.

81

84

92

84

Mean

c

«12.6

«14.0 

«13.2 

"12.8 

 14.0 

«12.2 

&60.7 

«85.2 

104 

«69.5 

"33.0 

«19. 1 

«16.3

37.9

May

104

125

112

73

June

84

69

69

56

Per square 

mile

0.485

.538 

.508 

.492 

.538 

.469 

2.33 

3.28 

4.00 

2.67 

1.27 

.735 

.627

1.46

July

46

37

33

32

27

23

Aug.

21

20

20

19

18

18

18

Sept.

17

16

17

16

16

16

Run-off

Inches

0.54

.62 

.57 

.57 

.62 

.51 

2.6S 

3.66 

4.61 

2,9* 

1.4f 

.8f 

.7(

19. &

Acre-feet

750

861 

786 

787 

861 

702 

3,730 

5,070 

6,400 

4,140 

2,030 

1,170 

) 970

I 27,500

> Mean of days when gage was read. 

Estimated by comparison with flow at other stations.
ROGUE RIVER BASI

SOUTH FORE OF ROGUE RIVER POWER CANAL REAR PROSPECT, OREO.

LOCATION. Water-stage recorder in EH sec. 12, T. 

head gate at diversion dam and 5 miles southeast 

is 3,357.36 feet above mean sea level.

RECORDS AVAILABLE. April to September 1932.

EXTREMES. Maximum discharge during period, 

height 3.12 feet); no flow at times.

REMARKS. Records good. This canal, completed 

from South Fork of Rogue River 200 feet below 

use at power plant located in WH sec. 1, T. 33 S 

may be wasted into Middle Fork of Rogue River or 

in Main Power Canal. (See p. 144.) 

California Oregon Power Co.

33 S., R. 3 E., 1 mile below 

of Prospect. Zero of gage5 second-feet Apr. 7 (gage

i March 1932, diverts watermouth of Imnaha Creek for 

R. 3 E., from which water 

ingled with other diversions 

Gage-height record furnished by TheDischarge, in second-feet, 1D82

Day

1 .....

2 .....

3 _ 

4.. ... 

5 _ -

6_ 

7_ 

8 .

». .

10.....

11 __ .

12 _ ..

13 _ ..

14. 

15.-..

Apr.

1.4 

5.3 

13 

16 

11

28 

15 

25 

28 

3.0

1.1 

17 

21 

20 

20

May

31 

121 

150 

150 

150

150 

59 

0 

106 

146

146 

146 

146 

51 

0

June

3.2 

3.2 

3.2 

3.6 

3.3

3.3 

3.2 

10 

69 

146

93 

2.9 

4.2

84 

146

July

146 

146

88 

78 

146

146 

146

142 

142 

142

142 

137 

137 

104 

41

Aug.

x23 

93 

91 

91 

89

87 

87 

89 

87 

88

88 

87 

87 

82 

76

Sept.

68 

67 

67 

66 

65

64 

64 

64 

63 

61

19 

25 

61 

60 

60

Day

W 1" 

IS 

1« 

2C

21

22 

23 

24 

2S

2fi 

27 

28 

29 

3(1 

31

Month

AprilMay

July .... ... .... .... ... -

September __ __ .-. __ .... ... . .

The perkid

__

___

Apr.

20 

20 

34 

37 

34

42 

49 

88 

22 

91

137 

137 

112

146 

130

Maximum

146 

150 

150 

146 

93 

68

May

76 

137 

142 

137 

142

74 

.7 

107 

114 

146

78 

2.0 

1.5 

3.3 

3.3 

18

June

150 

146 

98 

2.9 

96

146 

146 

146 

146 

73

3.0 

90 

146 

146 

146

Minimum

1.1 

0 

2.9 

0 

23 

0

July

132

128 

128 

124 

119

119 

38 

3.3 

3.3 

3.2

1.0 

0 

0 

0 

2.4 

4.7

Mean

44.1 

88.2 

75.3 

86.7 

79.4 

51.3

Aug.

80 

82 

81 

80 

79

77 

76

77 

77. 

77

74 

74 

73 

70 

70 

69

Sept..

59. 

58. 

58, 

58. 

58

58, 

58 57- 

55 

55-.

54 

17 

0 

0, 

21

Run-off in 

acre-feet

2,620. 

5,420, 

4,480. 

5,330 

4,880. 

3,050

25,800,

NOTE. Little or no flow prior to Mar. 311932. Discharge Mar. 51, 1932, 5.2 second-feet.

174920 33 10
140 SURFACE WATER SUPPLY, 1932, PART 12 C 

MIDDLE FORK OF ROGUE RIVER HEAR PROSPECT, OREG.

LOCATION. Water-stage recorder in NE# sec. 1, T. 33 S., R. 3 E., 1,000 feet 

below diversion dam and intake of Middle Fork of Rogue River power canal 

and 4% miles southeast of Prospect.

DRAINAGE AREA. 57 square miles.

UECORDS AVAILABLE. May 1925 to September 1932.

EXTREMES. Maximum combined discharge of river and canal during year, 1,300 

second-feet Mar. 19 (gage height, 3.55 feet); minimum, 77 second-feet Oct. 

17-21.

1925-32: Maximum discharge, that of Mar. 19, 1932; minimum, 72 secondfeet Aug. 24 to Sept. 5, 1931.

REMARKS. Records good April to September; fair October to March., Flow of 

river below canal estimated Nov. 21-30, Dec. 1-20, 25, Jan. 4-9, 14, 15, 17-31, 

Feb. 1-10, 12-25. Flow regulated since Nov. 19, 1931, by operation of head 

gates at diversion dam of power canal which diverts water around station; 

practically no storage above diversion dam. Gage-height record furnished 

by The California Oregon Power Co.

 Combined discharge, in second-feet, of Middle Fork of Rogue River and Middle 

Fork of Rogue River power canal near Prospect, Oreg., WS1 S2

Day

I........ _ ....

Z.. .............

3.. .... 

4.... ...........

5.. ........ .....

6 

1. ..............

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.

82 

82 

82 

82 

82

82 

82 

SO 

80 

78

78 

78 

78 

78 

78

78 

77 

77 

77 

77

77 

116 

123 

97 

118

95 

107 

120 

97 

91 

89

Nov.

87 

86 

86 

85 

85

85 

86 

93 

89 

93

85 

83

85 

87 

85

86 

93 

86 

85 

84

84 

84 

83 

83 

84

83 

82 

82 

82 ' 82

Dec.

81 

82 

84 

86 

83

83 

85 

86 

83 

86

83 

83 

83 

83 

82

82 

82 

83 

81 

81

89 

83 

87 

89 

83

85 

96 

90 

88 

87 

99

Jan.

94 

91 

88 

84 

84

85 

84 

85 

93 

106

111 

131 

115 

104 

102

93 

99 

104

108 

104

101

98 

95 

95 

94

94 

97 

96 

97 

95 

94

Month Maximum

July.... .... _

123 

93 

99 

131

168 

1,100 

326 

473 

427 

265 

137 

122

1,100

Feb.

94 

92 

92 

93 

94

93 

93 

93 

92 

93

88 

90 

90 

90 

93

88 

88 

87 

87 

87

87 

87 

92 

95 

100

119 

143 

161 

168

Mar.

159 

143 

135 

133 

132

131 

130 

135 

154

128

195 

198 

198 

201 

207

286 

435 

758 

1,100 

730

510 

408 

353 

448 

408

361 

353 

373 

345 

325 

314

Minimum

77 

82 

81 

84 

87 

128 

190 

287 

275 

142 

99 

109

77

Apr.

319 

326 

318 

295 

262

232 

211 

192 

190 

192

202 

232

247 

250 

238

255 

251 

269 

294 

285

264 

247 

236 

250

247

247 

235 

239 

243 

254

Mean

87.7 

85.4 

85.1 

97.5 

98.9 

319 

251 

360 

329 

175 

124 

116

178

May

287 

307 

311 

314 

314

313 

333 

355 

384 

432

441 

473 

469 

450 

403

374 

403 

428 

407 

387

375 

322 

291 

290

292

302 

294 

407 

365 

317 

325

June

305 

325 

337 

365

345

294 

282 

289 

324 

344

380 

427 

397 

380 

389

360 

317 

308 

301 

314

331 

345 

337 

317 

309

304

297 

296 

286 

275

Per square 

mile

1.54 

1.50 

1.49 

1.71 

1.74 

5.60 

4.40 

6.32 

5.77 

3.07 

2.18 

2.04

3.12

July

265 

246 

226 

202

184

195 

206 

200 

191 

191

180 

177 

174 

182 

170

165 

165 

160 

157 

155

155 

152 

152 

150 

147

145 

145 

142 

145 

145 

142

Aug.

137 

137 

135 

133 

130

128 

126 

126 

125 

125

128 

125 

125 

125 

125

124 

123 

125 

122 

113

102 

99 

119 

122 

122

122 

122 

122 

122 

122 

122

Sept.

122 

122 

118 

118 

118

118 

118 

118 

118 

118

117 

116 

116 

116 

116

116 

116 

116 

117 

117

118 

118 

114 

112 

120

110 

110 

109 

109 

109

Bun-off

Inches

1.78 

1.67 

1.72 

1.97 

1.88 

6.46 

4.91 

7.29 

6.44 

3.54 

2.51 

2.28

42.45

Acre-feet

5,390 

5,080 

5,230 

6,000 

5,690 

19,600 

14,900 

22,100 

19,600 

10,800 

7,620 

6,900

129,000
ROGUE RIVER BASIN 

DODDLE FORK OF ROGUE RIVER POWER CANAL NliAR PROSPECT, OREG.

LOCATION. Water-stage recorder in NE% sec. 1, T 

below head gate at diversion dam and 4^ miles 

of gage is 2,631.67 feet above mean sea level.

RECOBDS AVAILABLE. November 1931 to Septembei

"EXTREMES. Maximum discharge during year, 183 

(gage height, 3.34 feet); no flow av times.

REMARKS. Records excellent Mar. 30 to Sept. 30; 

canal, completed in November 1931, diverts water 

Rogue River into Main Power Canal to supplemen 

Prospect diversion dam. Gage-height record ftrnished 

 Oregon Power Co.

33 S., R. 3 E., 1,000 feet 

southeast of Prospect. Zero

141

1932. 

second-feet Mar. 10, 11

air prior to Mar. 30. This 

from Middle Fork of 

flow of Rogue River above 

"by The California

Discharge, in second-feet, 1981-82

Day

1.. ................. _

-2--.. ............ _

3...... ...... _ . _ ...

4. __ ..................

5 __ ..-.--..._..

6... ............... _ .

7........... ...........

8 ___ ....... _ .......

9......................

10......................

11... _ ................

12 _ .......... ___ ..

13. __ . _ ..... ____ .

14.. ....................

15. .

16....... __ . __ . _ ..

17......................

18......................

19......................

 20 _ ...................

 21....... __ ..... ......

IB......................

23. ..................

24. __ ... _ ....

 25...... ........... _ ..

26...... _ .... ___ ...

27......................

28. ..................

29......................

30-.........-.-.-.. .

31. ..

Nov.

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0

64

82 

83

82 

81 

81 

81 

81

Dec.

80

81 

83 

85 

82

82 

84 

85 

82 

85

82 

82 

82 

82 

81

81 

81 

82 

80 

80

82 

60 

37 

73

82

81 

86 

82 

80 

80 

87

Jan.

86

83 

82 

82 

82

83

82 

83 

91 

54

102 

106 

106 

102 

100

85 

97 

102 

108 

102

99 

96 

93 

93 

92

92 

95 

94 

95 

93 

92

Feb.

92 

90 

90 

91 

92

92 

91 

91 

90 

91

24 

0 

0 

0 

23

86 

86

85 

85 

85

85 

85

103

154 

160

Month

^November. __________________ . ..... ..

January ____________________ . .......

February... ______ .. _ .. _ .... _ . _ ....

April.. . . .................. .... ... ..

Jnly__ ... ........................................

September. __ . __ .... _ . _ .... ... _ ..

Mar.

155 

140 

132 

130

128

109 

127 

132 

150 

173

63 

0 

0 

0 

0

0 

0

1 

1 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

20 

81

Apr.

154 

163 

158 

158 

158

154 

145 

136 

136 

136

132 

132 

122 

122 

136

136 

136 

136

41

j

1

j

42

Maximum

83 

87 

106 

160 

173 

163 

104 

158 

154 

114 

114

173

May

85 

85 

86 

86 

86

85 

85 

85 

86 

71

104 

79 

39

42 

54

69 

70 

71 

70 

70

70 

70 

66 

68 

40

0 

0 

22 

85

85 

59

June

0 

0 

0 

0 

0

0 

56 

110 

106 

106

106 

106 

106 

100 

112

158 

99 

73 

73 

89

70

47 

53 

54 

49

44 

17 

12 

16 

53

July

53 

94 

154 

150 

150

36 

1 

1 

1 

1

1

1 

1 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0

0 

0 

0 

0 

0 

0

Minimum Mean

0 29.7 

37 79.7 

54 91.9 

0 82.2 

0 49.7 

1 88.5 

0 66.9 

0 60.5 

0 20.8 

0 39.9 

26 103

0 59.2

Aug.

0 

0 

0 

0 

0

0

1 1

0 

0

0 

0 

0 

0 

0

1

2 

2 

1 

49

82 

81 

108 

114 

114

114 

114 

114 

114 

114 

114

Sept.

114 

114 

110 

110 

110

110 

110 

110 

110 

110

110 

110 

110 

110 

110

110 

110 

110 

110 

110

110 

110 

108 

36 

26

102 

102 

101 

101 

101

EuH-ofl in 

acre-feet

1,770 

4,900 

5,650 

4,730 

3,080 

5,270 

4,110 

3,600 

1,280 

2,450 

6,130

43,000

NOTE. No flow prior to Nov. 19,1931 when water was diverted lor the first time by this canal.
142 SURFACE WATER SUPPLY, 1932, PART 12 C

RED BLANKET CREEK WEAR PROSPECT, OREG.

LOCATION. Staff gage in NEJ4 sec. 23, T. 32 S., R. 3 E., 3 miles northeast of

Prospect. From October 1928 to March 1932 gage was 120 feet downstream. 

DRAINAGE AREA. 40 square miles. 

RECORDS AVAILABLE. May 1925 to September 1932. Prior to October 1928 in

NEK sec. 24, T. 32 S. R. 3 E. 

EXTREMES. Maximum discharge recorded during year, 700 second-feet Mar. 18

(gage height, 3.42 feet); minimum, 34 second-feet Oct. 9, 16 (gage height,

0.60 foot).

1925-32: Maximum discharge, 1,200 second-feet Mar. 11, 1928; minimum,.

34 second-feet Sept. 3, 4, 25, Oct. 9, 16, 1931. 

REMARKS. Records fair. One irrigation diversion above station. Gage read

only once a week. Gage-height record furnished by The California Oregon

Power Co.

Discharge, in second-feet, 19S1-S2

Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept.

35

58 200 171

50

196

64-

81 73

6..

7- 

8_.

9..

10..

11.. 

12-

13..

14..

15..

46 171

60

34

81 133 121

210

47

46

49

87

288

62 165

105

104

100

16.

17. 

18-

19.

20.

34 46

51

52

700

240

59" 

59'

67

256

21.

22.

23.

24.

25.

63

60 164 87

210

58-

53

26-

27-

28-

29-

30-

31-

46

62

148 196

65

60

65 148 76 55-

Month Mean Per square 

mile

Run-off

Inches Acre-feet

October_. 

NovemberDecember.. 

January....

February- - March.....

April.. 

May.......

June. .. 

July-.. . 

August-... 

September.

»46.2 

»51.0 

-49.4 

«57.0 

«54.3 '207

'172

'213

 214

"109 

"68.2

1.13

1.28

1.24

1.42

1.36

5.18

4.30

6.32

5.35

2.72

1.70

1.49

1.30

1.43

1.43

1.64

1.47

5.97

4.80

6.13

6.97

3.14

1.96

1.66

2,780- 3,030- 

3,040 

3,600 3, ISO12, 700 

10,200 13,100- 

12,700- 

6,700- 

4,190 

3,540-

The year. 108 2.70 36.90 78,600

« Mean of days when gage was read.

»Estimated by comparison with Rogue River above Prospect.
ROGUE EIVEE BASIN 143

EED BLANKET GREEK POWER CANAL NEAR PROSPECT, OBEG.

LOCATION. Water-stage recorder in SEJ4 sec 27, 

below head gate at diversion dam and 2 miles east 

is 2,612.00 feet above mean sea level.

RECORDS AVAILABLE. November 1931 to Septembsr

EXTREMES. Maximum discharge during period, 113 

height, 3.30 feet); no flow part of Sept. 24, 25.

REMABKS. Records good except those prior to Jan 

charge estimated Nov. 1, 2, Feb. 13, Mar. 24, 25 

pleted in October 1931, diverts water from Red 

Power Canal to supplement flow of Rogue Riv«sr 

dam. Gage-height record furnished by The California

32 S., R. 3 E., 200 yards 

of Prospect. Zero of gage

1932. 

second-feet Mar. 29 (gage

15, which are fair. DisApr. 28. This canal, cornBlanket Creek into Main

above Prospect diversion 

Oregon Power Co.

Discharge, in second-feet, 1931-8$

Day

I..... ___ .... ___ .

2 _ ................ _ .

3 __

4 ....

5... . .............

6....... ................

7.... ...................

8........... .........

n

10 -..._..............

11. ........... _ .....

12.......................

13..... ...............

14.......................

15......................

16. ...................

17 ..................

18- .. ..

19 . ....... ............

20- . 

21. .

22 ..............

23 

24 

26 

26 ........ .......

27 ..

28 ..............

29 

30. . 

31-. . ..

Nov.

1.5 

1.5 

1.6 

1.5 

1.5

32 

45 

50 

46 

48

44 

42 

44 

45 

43

50 

54 

49 

53 

58

50 

46 

46 

44

44

46

44 

45 

42 

42

Dec.

43 

44 

46 

48 

46

46 

49 

47 

46

47

46 

45 

46 

44 

44

44 

44

48 

48 

48

54 

50 

50 

54 

51

52 

61 

56 

52 

52 

64

Jan.

59

55 

54 

54 

53

53 

53 

53 

60 

35

72 

90 

79 

73 

69

67 

68 

72 

76 

70

61 

65 

62 

60 

60

60 

61 

60 

60 

59 

57

Feb.

56 

55

54 

54 

55

54 

54 

53 

52 

53

15 

4.8 

52 

52 

52

52 

52 

52 

51 

52

52 

52 

52 

56 

61

71 

85 

93 

93

Month

April . .

July 

Mar.

96 

96 

90

84 

82

82 

82 

85 

90 

96

90 

93

86

85 

85

85 

90 

93 

86

74

69 

65 

60 

80

85

102 

102 

63 

42 

96 

79

Apr.

79 

79 

79 

79 

79

79 

79

78 

77 

76

76 

76 

75 

75 

75

74

74 

74 

75 

74

74 

74 

74 

74 

74

74 

74 

74 

74 

74

Maximum

58 

64 

90 

93 

102 

79 

102 

99 

106 

83 

68

May

74 

74 

74 

74 

74

74 

33 

3.7 

63 

102

90 

72 

76 

71

75

85 

85 

84 

83 

81

79 

77 

75 

74 

74

74 

74 

74 

73 

72 

71

June

38 

3.5 

3.2 

3.2 

3.2

25 

44 

43 

42 

46

50 

50 

48 

47 

60

43 

3.4 

3.2 

2.9

25

82 

99 

99 

99 

99

96 

96 

96 

93 

93

July

93 

90 

83 

83 

90

102 

106 

106 

106 

106

106 

106 

106 

102 

102

102 

102 

99 

99 

96

96 

96 

93 

93 

90

90 

90

85 

84 

84 

84

Minimum Mean

1. 5 38. 7 

43 48.9 

35 62.3 

4.8 548 

38 83.6 

74 75.7 

3. 7 73. 1 

2. 9 51. 2 

83 95.8 

69 73. 3 

22 58.8

Aug.

83 

82 

81 

79

78

78 

77 

75 

74 

75

74 

73 

73 

73 

73

72 

72 

71 

71 

71

71 

70 

70 

70 

70

70 

70 

69 

69 

69 

69

Sept.

68 

68 

68 

68 

66

65 

65 

63 

62 

60

60 

60 

60 

60 

60

60 

60 

60 

60 

60

60 

59 

59 

22 

22

59 

59

58 

57 

55

Run-off in 

acre-feet

2,300 

3,010 

3,830 

3,150 

5,140 

4,500 

4,490 

3,050 

5,890 

4,510 

3,500

43,400

NOTE. Little or no flow prior to November 1931.
144 SURFACE WATER SUPPLY, 1932, PART 12 C

MAIN POWER CANAL BELOW ALL FEEDERS, NEAR PROSPECT, ORES.

LOCATION. Water-stage recorder in SWJ4 sec. 28, T. 32 S., R. 3 E., 0.8 mile 

below outlet of Red Blanket Creek power canal, 1 mile east of Prospect, and 

1.6 miles above diversion dam on Rogue River. Zero of gage is 2,602.67 

feet above mean sea level.

RECORDS AVAILABLE. November 1931 to September 1932.

EXTREMES. Maximum discharge during period, 370 second-feet May 11; maximum gage height, 4.03 feet Apr. 27; no flow at times.

REMARKS. Records excellent June to September; fair November to March; 

poor April and May. Discharge estimated Mar. 3, 5-8, Apr. 10^18, Aug. 20,, 

21. This canal, completed in November 1931, carries water diverted from 

South and Middle Porks of Rogue River and Red Blanket Creek into Rogue 

River above Prospect diversion dam. Gage-height record and some discharge 

measurements furnished by The California Oregon Power Co.

Discharge, in second-feet, 1981-S2

. 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 

Nov.

124

125 

122 

121 

121 

121

Dec.

122 

124 

134 

136 

131

131 

135 

133

128 

131

128 

128 

129 

128 

127

128 

128 

133 

131 

133

141 

92 

47 

105 

129

131 

147 

135 

130 

134 

153

Jan.

147 

141 

137 

137 

137

137 

136 

139 

153

87

178 

185 

172 

159 

159

140 

153 

159 

166 

159

147 

141 

136 

134 

133

133 

136 

134 

136 

134 

134

Feb.

130 

127 

127 

127 

131

131 

130 

130 

130 

131

41 

14 

51 

49 

63

139 

137 

135 

135 

135

134 

135 

139 

147 

159

178 

206 

243 

251

Month

November 25-30 _________________ _ , ...

April... .. .. ......

July -----

September...---- _ . ____ . _____ _____

Mar.

251 

236 

220 

213 

210

190 

210 

226 

236 

259

147 

93 

86 

85 

86

86 

95 

100 

95 

79

72 

69 

64 

80 

84

107 

106 

66 

49 

117 

154

Apr.

219 

232 

226 

232 

232

245 

238 

226 

226

209

124 

78

78 

84 

117 

81 

124

155 

184 

153 

179 

212

Maximum

153 

185 

251 

259 

245 

338 

363 

363 

259 

243

May

139 

225 

260 

260. 

254

248 

135 

56 

238 

308

338 

286 

236 

145 

108

190

252 

258 

245 

258

194 

117 

210 

215 

219

135 

68 

86 

152 

152 

98

June

40 

2 

0 

0 

0

22 

98 

153 

208 

309

253 

159 

159 

222 

309

363 

253

172 

71 

196

300 

292 

292 

292 

222

140

194 

251 

251 

292

Minimum

47 

87 

14 

49 

78 

56 

0 

75 

67 

53

July

284 

324 

324 

304 

363

94 

101 

101 

101 

101

100 

99 

99 

98 

98

98 

97 

96 

94 

91

90

88 

85 

84 

83

84 

81 

78 

76 

76 

75

Mean

122

127 

144 

131 

135 

184 

196 

184 

128 

148 

206

Aug.

75' 

74 

74 

72 

70

69 

69 

69 

68 

70

69

68 

67 

67 

84

122 

153 

153 

153 

195

225 

228 

251 

259 

259

259 

251 

251 

251 

251 

251

Sept..

243 

243 

243 

243 

236

236 

236

228 

228

22S

184 

188- 

228- 

228. 

228.

220 

22O 

220 

220

220

220 

213- 

213 

77 

5S

220 

177 

159 

159 

176

Kun-off in 

acre-feet

1,460 

7,810 

8,860 

7,540 

8,300 

10,900 

12,100 

10,900 

7,870 

9,100 

12,30O

97,100
EOGUE EIVEE BASIN 145

SOUTH FORK OF BIG BUTTE CREEK HEAR BUTTE FALIS, OREG.

LOCATION. Water-stage recorder in SW}4 sec. 11, T. 35 S., R. 2 E., just below

Ginger Creek and 1 mile east of Butte Falls.

RECORDS AVAILABLE. September 1910 to Octobe 

1915; October 1917 to September 1922; March 

station at Butte Falls August 1922 to March 195

EXTREMES. Maximum discharge during year, 1,3

height, 2.85 feet); minimum, 39 second-feet Oct.

1910-11, 1915, 1917-32: Maximum discharge

1927 (gage height, 4.05 feet); minimum, that of

REMARKS. Records fair. Diversions above static: i 

municipal supply. Records furnished by State

r 1911; August to October 

925 to September 1932. At

0 second-feet Mar. 19 (gage 

14 (gage height, 0.32 foot).

2,470 second-feet Feb. 20, 

Dot. 14, 1931.

for irrigation and Medford 

engineer.

Discharge, in second-feet, 1981-8%

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 ...

Oct.

54 

54 

55 

50 

52

52 

50 

48 

45

44

43 

43 

43 

42 

43

44 

45 

47 

50 

55

54 

66 

61 

60 

70

70 

68 

68 

66 

64 

61

Nov.

60 

58 

56 

55 

54

54 

54

58 

56 

56

50 

49 

48 

54

58

74 

154 

134 

141 

204

120 

91 

78 

74 

70

68 

60 

55 

54

52

Dec.

52 

52 

56 

58 

62

64 

72 

70 

72 

70

68 

64 

62 

60

58

60 

62 

68 

68 

68

76 

82 

82 

134 

118

126 

204 

154 

118 

126 

188

Jan.

 115

93 

93 

98 

102

°175

141

113

100

98 

93 

91 

96 

115 

102

Feb.

91 

84

"90

96

98 

96 

98 

91 

89

84 

82 

82 

80 

80

80 

80 

93 

123 

179

234 

303 

351 

346

Month

October. ... ...._ .

December

January . ........... ...... .....................

April _ ... ...... ... .... __ .........

May... .. .....................

June .- . ... . .... .......... ...........

July

August. .

September .........................................

The year. ___ . ...............................

Mar.

308 

270 

239 

204 

183

175 

175 

175 

188 

221

239 

221 

217 

230 

239

327 

448 

652 

1,190 

935

654 

528 

460 

528 

499

428 

390 

400 

380 

341 

323

Apr

31' 

32 

31! 

30 

29

27: 

2S 

24 

22 

22

22 

22 

22

22 

22

23 

23 

23 

26

27

26 

25 

25 

29 

31

35 

36 

35 

34 

31

Maximun

70 

204 

204

351 

1.19C 

360

35S 

258 

US 

87 

75

1, 19C

May

314 

318 

355 

355 

341

328 

310 

297 

285 

281

273 

265 

265 

262 

251

237 

230 

234 

234 

234

234 

218 

200 

189 

193

178 

178 

221 

251 

297 

- 273

June

258 

248 

234 

218 

209

197 

189 

180 

172 

172

183 

175 

169 

167 

175

169 

164 

158 

153 

142

132 

"130 

129 

124 

124

119 

 118 

117 

117 112

Minimum

42 

48 

52 

91 

80 

175 

221 

178 

112 

87 

66 

65

42

July

107 

109 

112 

112 

109

107 

105 

102 

102 

102

102 

100 

100 

100 

97

100 

97 

97 

97

95

93 

93 

93 

91 

91

91 

91 

89 

87 

87 

87

Mean

53.8 

75.0 

86.3 

127 

123 

380 

274 

261 

165 

98.2 

76.4 

69.9

149

Aug.

87 

87 

85 

83 

81

79 

79 

79 

81 

81

79 

79 

79 

79 

79

77 

77 

75 

75 

73

75 

73 

73

72 

72

70 

70 

68 

68 

66 

66

Sept

«66-

65-

67

a 72'

72

72 72-

70'

72 72' 

o 72' 

"72

72 

70 

72 

68 

72

72 

70 

68 

68 

68

Run-off in 

acre feet

3,310 

4,460 

5,310 

7,810 

7,080 

23,400 

16, 300 

16,000 

9,820 

6,040 

4,700 

4,160

108,000

Estimated.
SURFACE WATER SUPPLY, 1932, PART 12 C 

SOUTH FORK OF ITTTIE BUTTE CREEK HEAR LAKECBEEK, OEE6.

146

LOCATION. Water-stage recorder in SEK sec. 29, T. 36 S., R. 2 E., a quarter of a

mile above intake of Rogue River Valley Canal and \% miles southeast of

Lakecreek. 

.R.ECOBDS AVAILABLE. April 1921 to September 1932. At station in sec. 11, T.

37 S., R. 2 E., 5 miles above Lakecreek, November 1910 to April 1913. 

.EXTBEMES. Maximum discharge during year, 1,560 second-feet Mar. 19 (gage

height, 4.58 feet); minimum, 10 second-feet Oct. 1 (gage height, 1.18 feet> 

1910-13, 1921-32: Maximum discharge (estimated), 3,000 second-feet Dec.

30, 1924 (gage height, 5.25 feet); minimum, 2 second-feet Aug. 10, 1931 (gage

height, 0.97 foot). 

HEMAB'KS. Records good except those estimated Oct. 4-19, Oct. 21 to Nov. 8,

Apr. 29 to May 1, and those above 800 second-feet, which are fair. Diversions

for irrigation above station. Records furnished by State engineer.

Discharge, in second-feet, 1931-32

Day

1 ..... _ ......

2.. _ ..........

3..... .......

4...............

5...... ......

6 _ ---.....

7 _ .. ...-...

8 _ ............

9... .........

30... ............

11 ._ _

12........ ___ ..

13 .......... ._

14...............

15... _ . __ .

16 ..............

17 ...... __ ....

18 ............

19 ..............

20 ..............

21 ..............

22 ..... _ ... _

23. _ ......

24. _____

25. __ ........ .

26...............

27.. _. _ .. __ ..

 28___ __ ._

29. . __ .... .

30. ..............

 31 ..............

Oct.

11 

12 

11

11

11 

19

NOT.

15

17 

23

26 

26 

25 

22 

21

24 

72 

55 

80 

141

67 

42 

34

28 

26

25 

23 

22 

21 

19

Dec.

19 

19 

19 

19 

19

19 

20 

20 

20 

19

19 

19 

18 

17 

17

17 

17 

18 

19 

20

24

24 

25 

50 

36

120 

264 

108 

57 

52 

101

Jan.

74 

47 

37 

37 

34

34 

32 

31 

47 

68

141 

224 

128 

90 

76

72

85 

155 

161 

111

85 

72 

61 

55 

50

48 

45 

42 

80 

149 

90

Feb.

65 

54 

48 

52 

63

72 

83

76 

61 

76

61 

59 

59 

48 

43

39 

36 

35 

34 

36

36 

40

52 

111 

155

187 

202 

198 

194

Month

October.... ... _____ ...... _ _.._____ ..___.__.

December.. ...........................................

January ...............................................

February.. ...........................................

March.. ..............................................

April ...............................................

May. _ _____ _

July........ ____ _. _

September _______________________

Mar.

144 

125 

108 

99 

92

92 

92 

94 

108 

141

190

171 

158 

187 

202

248 

365 

665 

1,350 

810

576 

457 

376 

462 

428

349 

340 

371 

353 

331 

327

Apr.

344 

362 

340 

318 

301

261 

238 

217 

203 

206

224 

246 

261 

265 

253

289 

268 

272 

305 

280

253 

231 

249 

344

280

443 

423 

414 

404 

395

Maximum

141 

264 

224 

202 

1,350 

443 

534 

327 

41 

17 

15

1,350

May

386 

376 

507 

534

477

452 

443 

414 

409 

423

423

428 

433 

433 

400

367 

362 

400 

414 

395

386 

349 

301

276 

257

242 

234 

322 

400 

467 

381

June

327 

310 

289 

268 

253

234 

206 

193

177 

171

171 

165 

142 

132 

124

109 

100 

93 

91 

83

79 

73 

69 

64 

59

57 

55 

49 

47 

42

Minimum

17 

31 

34 

92 

203 

234 

42 

18 

13 

12

July

41 

36 

36 

36 

34

32 

32 

30 

30 

30

30 

30 

29 

29 

26

24 

24 

26 

26 

23

23 

23 

23 

22 

22

21 

19 

19 

18 

19 

18

Mean

13.9 

32.0 

39.8 

79.4 

78.4 

316 

296 

390 

141 

26.8 

14.9 

13.2

120

Aug.

17 

17 

15 

15 

14

13 

14

15 

15 

14

15 

14 

14 

15 

17

16 

15 

15 

15

15

15 

15 

15 

15

15

15- 

15 

15 

16 

14 

13

Sept.

13 

13 

13 

' 13 

13

13 

12 

12 

12 

12

13 

13 

13 

13 

13

13 

13 

13 

15 

14

14 

14 

14 

15 

15

14 

13 

12 

12 

13

Run-off in 

acre-feet

855 

1,900 

2,450 

4,880 

4,510 

19,400 

17,600 

24,000 

8,390 

1,660 

916 

786

87,300
ROGUE RIVER BASES

FISH LAKE RESERVOIR HEAR LAKECR1

LOCATION. Staff gage in SW % sec. 3, T. 37 S., R. 4 E 

east of Lakecreek. Gage graduated to read elev 

tion company datum.

DRAINAGE AREA. 17 square miles.

RECORDS AVAILABLE. December 1915 to Septembe

EXTREMES. Maximum contents during year, 

4,824.50 feet); minimum (estimated), 88 acre^-feet 

1915-32: Maximum contents, 7P,527 acre-feet 

4,826.00 feet); minimum contents practically zero

REMABKS. Records good. Water is diverted, dur 

Lake in KLamath River Basin through Cascade 

manent dam at outlet of Fish Lake completed in f 

November 1915. Records furnished by State

1932.

6,924 iMsre-feet June 25 (elevation,. 

Oct. l-«. 

June 2-5, 1928 (elevation,

ng summer from Fourmilelanal into Fish Lake. Perall of 1915; storage began in.

engineer.

Stage and contents of Fish Lake Reservoir near Lakecreek, Oreg., 1931-8®

Date

Sept. 30 

Oct. 31 .

Nov. 30. 

Dec. 31........ _ ..

Jan. 31 

Feb. 29. .....

Mar. 31 ___ . __

Apr. 30.. _ . ___

height 

(feet)

4,805.00

4,807.70

4,809.58

4,811.40

4,813.70

4,815.99

Contents 

(acre-feet)

 88

696

1,355

1,864

2,392

o fifirt

3,094

3,836

Change in contents daring month 

(acre-feet)

+608

+659

+509

+528"

J-.1QQ

J..KA4.

+742

Date

May 31... ...

July 31 .

Aug. 31.-. 

T^Vifl v&&

height 

(feet)

4, 821. 76

4,823.52

4,816.10

4,810.62

4,808.89

Contents

(acre-feet)

5,869

6,541

3,902

2,163

1,672

Change In contents 

during 

month 

(acre-feet)

+2,033-

+672' -2,639<

-1,739-

-401

+1,584^

147

:, OREG.

., at reservoir outlet 18 miles 

tion above sea level, irriga-

> Estimated.
148 SURFACE WATER SUPPLY, 1932, PART 12 C

NORTH FORE OF IITTLE BUTTE CREEK AT FISH LAKE, NEAR IAKECREEK, OREG.

^LOCATION. Water-stage recorder in SE% sec. 4, T. 37 S., R. 4 E., at outlet of

Fish Lake, 18 miles east of Lakecreek. 

DRAINAGE AREA. 18 square miles. 

HECORDS AVAILABLE. October 1914 to September 1932; incomplete prior to

1917. 

^EXTREMES. Maximum discharge during year, 131 second-feet July 1-3 (gage

height, 4.23 feet); minimum (estimated), 1 second-foot Oct. 24-31.

1914-32: Maximum discharge, 158 second-feet July 10, 1930; practically no

flow at times. 

.REMARKS. Records fair except .those estimated Oct. 24 to June 25, which are

poor. Flow regulated by storage in Fish Lake Reservoir. Cascade Canal

'diverts water from Fourmile Lake in Klamath River Basin into Fish Lake

Basin; no diversions from creek above station. Records furnished by State

engineer.

Discharge, in second-feet, 1931-32

Day

l ______

2... ..........

3..... .--.-

4._._.-...___-

5.... ......

'l:::::r.::-.:::

8 . ......

9 . ...... :iO ... _ ...

ii ..........

12 ___ . .......

13.... ......

14.............

15... ..........

Oct.

19 

20 

19 

19 

19

19 

19 

17 

10 

10

8 

8 

8 

9 

10

Jane

 30

July

126 

130 

130 

121 

109

114 

114 

114 

116 

116

114 

117 

116 

116 

112

Aug.

95 

95 

98 

104 

103

101 

99 

96 

96 

94

90 

86 

77 

76 

65

Sept.

54 

51 

48 

46 

45

42 

38 

38 

37 

36

35 

33 

32 

32 

31

Day

W 

17

18 

19 

20

21 

22 

23 

24

25

26 

27 

28 

28 

30 

31

Month

November.. . ..... ..............................

December _________________________

January.. _ .. ........................................

March... .. ....... .......................

April. ................... ...... ......................

May......... ..........................................

 Jnly..... . ... . .......................

 September.. __ . ._ ..

The year

_ ___ ....

________

.............

...

Maximum

20

124 

130 

104 

54

130

Oct.

10 

10 

10 

9

8

8 

8 

3

1

June

«30

92 

93 

101 

114

124

Minimum

1

89 

56 

29

1

July

108 

106 

105 

103 

94

93 

92 

92

89 

89

89 

93 

100 

99 

98 

95

Mean

9.3 »2 

M '6 

'8 

MO "15 

'30 

42.5 

107 

76.8 

34.7

28.9

Aug.

69 

69 

69 

69 

63

67 

67 

66 

66 

66

66 

66 

65 

64 

59 

56

Sept.

31 

30 

30 

30 

31

29 

29 

29 

30 

30

29 

29 

29 

29 

29

Run-off in 

acre-feet

572 

119 

246 

369 

460 

615 

893 

1,840 

2,530 

6,580 

4,720 

2,060

21,000

Mean discharge, June 1-25. 

Estimated.
ROGUE RIVER BASIN 149

NORTH FORK OF IITTIE. BUTTE CREEE ABOVE MEDFORD INTAKE, HEAR IAKECREBK, OREG.

water-supply 

imles east of '.

LOCATION. Water-stage recorder in SW% sec. 25, 

above diversion to former city of Medford watt 

been used since 1927 for irrigation, and 4J4 miles

HECOBDS AVAILABLE. September 1911 to March 19 

1928; October 1931 to September 1932; incomplet

EXTREMES. Maximum discharge during year, 333 

height, 2.88 feet); minimum (estimated), 11 secon

HEMABKS. Records good June 26 to September 30; 

charge estimated Oct. 2, 4-31, Nov. 1-8, Apr. 30, 

ulated by storage in Fish Lake Reservoir. Smal 

station.

36 S., R. 2 E., 300 yards 

ly pipe line which has 

ast of Lakecreek. 

3; May 1922 to September 

prior to 1931.

second-feet Mar. 1& (gage 

-feet Oct. 29 to Nov. 8. 

air Oct. 1 to June 25. Disay 1, June 8-^24. Flow regirrigation diversions above

Discharge, in second-feet, 1931-32

Day

1 _ .........

3.. _ . __ ....

4 ... ...... ...

 6 

7 ........

8. _ ....

 9 ......

10 . 

11 . ...

12...............

13 

14 ..-. ....

15- 

16 

17...............

18 

19 ..-

30... . ..

31... ..........

32 

33 

34 .....

36 

36. - 

37 

38 

39 

30 

 31 

Oct.

29 

29 

29

19

Nov.

i 11

12 

15

12 

15 

16 

16 

14

20 

28 

22 

32 

38

19 

15 

15 

15 

15

16 

16 

15 

15 

15

Dec.

15 

16

16 

17 

16

16 

17 

16 

16 

15

15 

15 

15 

15 

16

16 

17 

18 

18 

19

20 

19 

18 

21 

19

27 

43 

26 

24 

26 

30

Jan.

25 

24 

21 

21 

21

22 

21 

22 

26

28

41 

52 

36 

32 

30

29 

33 

38 

58 

35

32 

29 

28 

26 

26

26 

27 

29 

42 

46 

33

Feb.

31 

29

28 

28 

31

33 

37 

34 

33 

35

33 

33 

32 

31 

31

29

28 

27 

28 

30

32 

33

37 

56 

62

72 

76 

76 

73

Month

April 

July . 

Mar.

62 

55 

48 

43 

42

44 

46 

46 

49 

56

56 

54 

54

58 

56

72 

98 

152 

216 

152

109 

92 

86 

98

88

79

77 

84 

79 

74 

74

Apr.

72 

79 

74 

76 

76

71 

68 

65 

63 

62

60 

62 

62 

62 

60

63 

63 

62 

68 

66

65 

65 

72 

90 

80

104 

98 

92 

90

91

Maximum

29 

38 

43

58 

76 

216 

104 

121 

137 

151 

137 

71

216

May

93 

94 

102 

109 

102

98 

94 

90

88 

88

90 

90 

90 

90 

90

88 

86 

94 

90 

92

94 

90 

84 

80 

80

79 

84 

98 

121 

116 

104

June

96 

96 

94

88 

86

86 

86

76

65

112 

109 

117 

128

137

Minimum

15 

21 

27 

42 

60 

79 

65 

112 

71 

55

July

134

148 

145 

139 

125

137 

134 

134 

137 

139

142 

151 

151 

151 

148

142 

142 

139 

137 

120

117 

117 

114 

114 

112

112 

114 

128 

128 

128 

128

Mean

20.0 

16.1 

19.3 

30.9 

39.2 

77.4 

72.7 

93.2 

86.4 

132 

104 

60.3

62.8

Aug.

125 

125 

128 

137 

137

137 

134 

134 

131 

131

125 

123 

112 

112 

101

82 

82 

82 

80 

82

89 

89 

87 

84 

84

84 

84 

82 

82 

76 

71

Sept.

71 

69

67 

67 

67

65 

64 

64 

62 

62

62 

62

58 

60 

58

58 

58 

58 

58 

58

58 

56 

56 

56 

56

56 

56 

56 

56

55

Run-offin 

acre-feet

1,230 

958 

1,190 

1,900 

2,250 

4,760 

4,330 

5,730 

5,140 

8,120 

6,400 

3,590

45,600
150 SURFACE WATER SUPPLY, 1932, PART 12 C

DIVERSIONS FROM UTTLE BUTTE CREEK NEAR IAKECREEK, OKEG.

Hanley South and Hanley North Canals divert from North Fork of iittleButte Creek in SE% sec. 26, T. 36 S., R. 2 E.; water used to irrigate land on both 

sides of Little Butte Creek near .Lakecreek. Rogue River Valley Canal diveitsfrom South Fork of Little Butte Creek in SE# sec. 20, T. 36 S., R. 2 E., and from 

North Fork of Little Butte Creek in NE% sec. 20, T. 36 S., R. 2 E.; water used 

for iirigation of about 15,000 acres of land, chiefly in Bear Creek Basin, on both 

sides of creek below Phoenix. Eagle Point Canal diverts from Little Butte 

Creek in SE% sec. 31, T. 35 S., R. IE.; water used for irrigation of lands near 

Eagle Point. There are many other smaller diversions from Little Butte Creek 

and tributaries.

Records are available from April 1929 to September 1931; records of some of 

the canals published separately prior to 1929. Records furnished by State? 

engineer.

Diversions, in acre-feet, from Little Butte Creek near Lakecreek, Or eg., June toSeptember 193%

Month

June _ _________________________

July....................................................

September. ________________________

The period _ ............ _ . _.._ _ . ...

Hanley 

South

Canal

492

430

500

1,420

Hanley 

North

Canal

695

633

637

1,960

Rogue

River

Valley 

Canal

below

junction

of intakes

« 1,550

7,260

5,100

2,500

16,400

Eagle 

Point 

Canal

1, 140'

1,01ft1

848-

774

3, 772:

 June 17-30; no record June 1-16 but probably some flow.

NOTE. Probably some flow in canals for months for which no record is given.

EMIGRANT GAP RESERVOIR NEAR ASHLAND, OREG.

LOCATION. Staff gage in SE% sec. 20, T. 39 S., R. 2 E., at Emigrant Gap Dam: 

of Talent Irrigation District, 6 miles southeast of Ashland. Gage graduated! 

to read sea-level elevation.

RECORDS AVAILABLE. December 1924 to September 1932.

EXTREMES. Maximum contents during year, 8,388 acre-feet Apr. 29 (elevation,, 

2,173.7 feet); no storage in October and part of November.

1924-32: Maximum contents, 8,748 acre-feet Feb. 20, 1927 (elevation,, 

2,175.2 feet); no storage at times.

REMARKS. Records fair. Emigrant Gap Reservoir was completed in 1924 by^ 

the Talent Irrigation District to provide water for lands under East and. 

Talent laterals in vicinity of Talent. Natural flow into reservoir may be augmented by water stored in Hyatt Prairie Reservoir and released through 

Keene Creek Canal in Klamath River Basin, records of which are published in. 

Water-Supply Paper 736. Records furnished by State engineer.

Stage and contents of Emigrant Gap Reservoir near Ashland, Or eg., 19S1-S2

Date

Sept. 30. ...........

Oct. 31. ... . __

Nov. SO............

Dec. 31. . 

Jan. 31 ___ . __

Feb. 29... ... ....

Mar. 31. _____

Apr. 30 _ ..... .... .

Gage 

height 

(feet)

2, 124. 5

9 1ft7 ft

2, 173. 2

2,173.3

Contents 

(acre-feet)

0

0

200

1,500

-3,985

7,073

8,271

8,294

Change in 

contents 

during 

month 

(acre-feet)

0

+200

+1,300

+2,485

+1,198

+23

Date

May 31-. - 

July 31 

Aug. 31. - 

Gage 

height 

(feet)

2, 166. 3

Contents 

(acre-feet)

 8,318

6, 765

 2,766

"750

"250

Change in 

contents 

during 

month 

(acre-feet)-

+2*

-1,55»

-3,999

-2,016

-500

+250

 Interpolated or estimated.
ROGUE RIVER BASIN 151

EMIGRANT CREEK HEAR ASHLAND, OREG.

39 S., R. 2 E., 500 feet 

southeast of Ashland, 

complete; October 1924 to

XOCATION. Water-stage recorder in SEJ4 sec. 20,

below Emigrant Gap Reservoir Dam and 6 miles 

[RECORDS AVAILABLE. January 1920 to May 1924

September 1932. 

.EXTREMES. Maximum discharge during year, 366 second-feet Mar. 19 (gage

height, 3.09 feet); practically no flow Sept. 16-18.

1920-32: Maximum discharge, 5,260 second-feat Feb. 20, 1927; no flow

at times. 

HEMARKS. Records fair. Discharge estimated Feb

Diversions for irrigation above station; principal w^^

and East lateral. Keene Creek Canal diverts water into

Klamath River Basin. Flow regulated since De

Emigrant Gap Reservoir. Records furnished by "

Discharge, in second-feet,

20 to Mar. 2, Sept. 28-30. 

canals are Ashland lateral 

Emigrant Creek from 

ember 1924 by storage in 

State engineer.

Day

1 __. _ 

2. ____ . ... ............

3 _ . _ ... ____ ...... ____ -

^...... ..................... ...... ....

5 -- ... !- ____ -

 6 . . 

7 . 

8 _ __ _ . ..

9 . 

10 

11 

12 _ . _ .. __ ..... _ . _ ... _ ......

13...................... ..........

14 _ . _____ . __ ........ ..........

15

18 ___ ...

17 ........ ...

18 . ....... . .. 

19 

SO 

21 ___ . __ ........ _ ... ...

 22 __ . __ ............. _ ..........

23. __ ..................... ..... 

24.................... ...........

25 .. .....

26 

27..... ............ ....... .............

28 _.. 

29 ___ .. __ . _ . __ ..............

30 __ . _____ . __ ......... __ ....

31 ...... ......................... >*

Feb.

' 1.0

Mar.

1.4 

1.4 

1.4 

1.4 

1.4

1.4 

1.4

1.4 

1.4 

15

80 

70 

61 

76 

113

97 

130 

202 

204 

216

172 

54 

59

97 

97

43 

4.2 

24 

54 

46 

28

Month

February 20-29 . ______ ....... _ . ...

March......... ________________ . .......

April...... 

May

June. __________________________ July

Apr.

46 

48 

55 

40 

46

12 

12 

15 

37 

2.0

13 

33 

23

17 

27

12 

10 

7.0 

4.1 

3.0

2.2 

1.8 

2.8 

7.2 

12

30 

108 

125 

78 

31

M

9 3< 

\1 

17 

11

& 

ft 

7 

j

6

4 

J

J f

]

1 

1

Maximum

218 

125 

176 

19 

44 

31 

12

»y

i i 

^ i j

> i 

> i

i 

> i

5 

1

5.5 

B.1

5.4 

5.6 

5.8

0 

2 

8.2 

15 

1.9

1.3 

1.3 

1.7 

4.1 

4.1 

5.0

June

9.2 

17 

16 

12 

9.0

6.3 

3.5 

2.1 

1.7 

1.6

1.4 

1.4 

1.5 

1.6 

1.7

1.7 

1.6 

1.5 

1.5

1.5

1.5 

1.7 

2.0 

1.9 

1.8

7.0 

17 

16 

17 

19

Minimum

1.4 

1.8 

1.3 

1.4 

12 

2.6 

0

July

24 

28 

32 

31 

32

31 

31 

34 

34 

31

33 

33 

36 

40 

44

43 

44 

44 

40 

34

30 

30 

28 

27 

22

19 

18 

16 

15 

12 

12

Aug.

11 

12 

15 

16 

19

22 

22 

24 

26 

31

26 

19 

15 

12 

12

6.8 

3.2 

3.0 

2.S 

2.6

2.6 

3.0 

9.0 

11 

13

13 

13

14 

12 

8.8 

8.5

Sept.

7.2 

4.1 

4.5 

7.0 

8.0

8.8 

9.0 

9.0 

9.0 

11

12 

12 

5.4 

.2 

.1

.0 

.0 

.0 

.2 

.1

.1 

.1 

.1 

.1

.1

.1

.1 

.1 

.1 

.1

M Run-off in Mean acre-feet

1.0 20 

63.1 3,880 

29.0 1,730 

34.0 2,090 

5.96 356 

29. 9 1, 840 

13. 2 812 

3. 62 215

10,900

NOTE: No record Oct. 1 to Feb. 19; probably little or no flow.
152 SURFACE WATER SUPPLY, 1932, PART 12 C 

BEAR CREEK AT MEDFOBD, OREG,

LOCATION. Water-stage recorder in NW% sec. 30, T. 37 S., R. 1 W., Just above 

Main Street Bridge in Medford.

RECORDS AVAILABLE. March 1915 to April 1927 incomplete; May 1927 to 

September 1932.

EXTREMES. Maximum discharge during year, 940 second-feet Mar. 19 (gage 

height, 3.79 feet); minimum, 1.8 second-feet Oct. 1 (gage height, 0.15 foot).

1915-32: Maximum discharge, 10,200 second-feet Feb. 20, 1927 (gage height, 

10.15 feet); practically no flow at times.

REMARKS. Records fair except those estimated and those for June to September, 

which are poor. Diversions for irrigation above station. Flow partly regulated since December 1924 by storage in Emigrant Gap Reservoir. Record 

furnished by State engineer.

Discharge, in second-feet, 19S1-S2

Day

1.. ....... ......

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 

9O

30. 

31 

Oct.

1.8 

 2.0

2.1 

< 2.3

25 

2.5 

2.4 

2.5 

2.5

2.4 

 10

Nov.

l« 3.0

29

3.2 

2.7 

3.8 

3.3 

4.8

6.0 

6.3 

6.0

»11

27 

35

36 

25 

19 

16 

16

16 

14 

14 

10 

9.6

Dec.

8.2 

8.0 

8.0 

8.2 

8.5

8.2 

8.2 

8.2 

8.0 

8.2

8.0 

8.0 

7.1 

7.4 

7.1

6.8 

6.8 

6.6 

7.1

as

9.6 

11 

11 

17 

23

23 

408 

"200 "80 

"70 

152

Jan.

106 

65 

47 

38 

34

32 

32 

33 

44 

90

85 

259 

143 

87 

57

 84 

84 

123 

174 

114

68 

64 

51

47 

44

41 

38 

37 

40 

68 

69

Feb.

57 

45 

39 

44 

56

78 "85 

"75 

«60 

«70

55 

54 

55 

45 

42

38 

35 

33 

32 

36

"36 

«40 

«75 

150 

231

237 

262

254 

220

Month

July. ___ . __ . _ . 

The year. _____________ _ ...

Mar.

152 

116 

96 

80

72

74 

78 

82 

90 

114

174 

202 

171 

197 

262

273 

329 

580 

790 

690

502 

344 

231 

305 "285

"240 

"195 

184 

212 

197 

191

Apr.

179 

223 

"235 

194 

176

141 

125 

116 

139 

89

87 

106 

112 

102 

114

98 

106 

94 

80 

80

72 

65 

72 

104 

130

215 

347 

371 

293 

207

Maximum

36 

408 

259 

262 

790 

371 

540 

229 

17 

31 

12

790

May

226 

231 

 500 

540 

344

308 

256 

265 

234 

231

223 

199 

189 

186 

162

125 

108 

98 

102 

127

148 

150 

143 

"126 -110

94 

90 

127 

143 

240 

231

June

229 

207 

202 

184 

176

176 

130 

112

98 

89

98 

90 

84 

68 

56

44 

32 

28 

22 

15

"13 

11

a 12

"12

July

a 14

16 "16 

-15 

"15 

"14

14 "14 

15 "15 

"15

"15 

"15 

15 

17 "16

16 

14 "14 

«15 

16

"13

Minimum Mean

1.8

6.6 

32 

32 72' 

65 

90 

11

6.8 

4.0

4.74 

11.5 

37.4 

74.1 

87.5 

242 

149 

202 

75.5 

14.5 

13.2 

6.28

1. 8 76. 6

Aug.

11

"11

9.6 

9.6 

9.6

10 

10 

10 

11 

28

31 

29 

27 

23 

20

16

14 

9.6

8.5 

8.2

8.2 

7.7 

7.1 

6.8 

7.7 

9.2

Sept,

12 

7.4 

6.& »6.a

«6.S

6.8. 

6.6 

6.S 

6.8. 

6.8

"6.7 

7.1 

7.4 

7.L

7.1

6.8 

6.6 

6.0 

5.5 "5.5

"5.5 

5.5 

5.5 

5.5 

5.2

5.0 

4.5 

4.2 

4.0 

5.2

Run-off in 

acre-feet

291 

684 

2,300 

4,560 

5,030 

14,900 

8,870 

12,400 

4,490 

892: 

812 

374

55,600

1 Estimated.
ROGUE RIVER BASIN 153

DIVERSIONS IN BEAR CREEK BASIN, OBEG.

Ashland lateral of Talent Irrigation District diverts from Sampson Creek inSWJ4 sec. 26, T. 39 S., R. 2 E., for irrigation of lands near Ashland; most of flow 

is contributed by Keene Creek Canal, which diverts from Keene Creek in Klamath: 

River Basin. East lateral of Talent Irrigation District diverts from Emigrant 

Gap Reservoir in SEJ4 sec. 20, T. 39 S., R. 2 E., for irrigation of lands chiefly oru 

the east side of Bear Creek Valley above Medford. Talent lateral of Talent 

Irrigation District diverts from Bear Creek in SWJ4 see. 33, T. 38.S., R. 1 E., for 

irrigation of lands near Talent. Phoenix Canal diverts from Bear Creek in 

NWJ4 see. 23, T. 38 S., R. 1 W., to supplement flow of Medford Irrigation District 

Canal for irrigation of lands west of Bear Creek. Bear Creek Canal diverts from. 

Bear Creek at Medford for irrigation of lands west of Bear Creek near Central 

Point. Numerous smaller diversions from Bear Creek and tributaries.

Records are available from April 1929 to September 1932; records for some of 

the canals published separately prior to 1929. Records furnished by Stateengineer.

Diversions, in acre-feet, 1931-3%

Month

March. ______

April................

May.. . 

July 

Ashland 

lateral

56

177

732

996

East 

lateral

812

1,370

1,610

1,760

2,990

Talent 

lateral

"689

1,290

2,370

Phoenix 

Canal

»454

«818

Month

Ashland 

lateral

760 «395

3,218

East 

lateral

2,370

708

11,620

Talent 

lateral

 1,440 "690

6,479

Phoenix 

Canal

473-

«30»

2,054

1 Partly estimated. * June 18-30; no record June 1-17.

NOTE. Probably little or no flow in months for which no record is given, except in Phoenix Canal ^ 

No record on Bear Creek Canal except one discharge measurement of 10.8 second-feet June 28.
154 SURFACE WATER SUPPLY, 1932, PART 12 C 

WEST FORK OF ASHLAND CREEK NEAR ASHLAND, OREG.

LOCATION. Water-stage recorder in sec. 32, T. 39 S., R. 1 E., about three

quarters of a mile above confluence with East Fork and 4 miles south of

Ashland.

X>KAINAGE AKEA. 9.4 square miles.

RECOKDS AVAILABLE. September 1924 to September 1932. 

"EX-THEMES. Maximum discharge during year, 38 second-feet Mar. 19 (gage

height, 1.47 feet); minimum, 1.4 second-feet Oct. 13-21 (gage height, 0.40

foot).

1924-32: Maximum discharge, 281 second-feet Feb. 20, 1927 (gage height,

3.15 feet); minimum, 1.3 secondrfeet Aug. 29, 1931 (gage height, 0.38 foot). 

HEMAKKS. Records good except those estimated Dec. 14-16, 20--25, Dec. 27 to

Jan. 1, Feb. 2, 3, which are poor. No diversions or regulation above station.

Records furnished by State engineer.

Discharge, in second-feet, 1981-82

Day

I...... __ 

2... ...... ...

3.... . .

4.. ..........

«. 

6 

7 

8... . __ ....

9. 

10 _ . ____ ...

11 - 

12 .. 

13. _ -. 

14... .

15 __ __ ....

16- ____

17 

18 . 

19 _____ ......

so .......

21 

22

23 ...............

24. _____ . .....

25 

26 

27 

28 

29 .......

30 ...........

31 _ 

Oct.

1.9 

1.9 

2.0 

1.9 

1.9

2.0 

1.8 

1.8 

1.7 

1.7

1.5 

1.6 

1.5 

1.5 

1.4

1.4 

1.4 

1.4 

1.4 

1.4

1.4 

12 

3.7 

2.4

5.8

3.4 

2.9 

3.0 

2.4 

2.2 

2.2

Nov.

2.1 

2.1 

2.0 

2.0 

2.0

2.0 

2.0 

2.6 

2.1 

3.2

2.6 

2.4 

2.4 

2.3 

2.3

3.0 

4.4 

3.2 

4.9

5.8

4.5 

3.8 

3.5 

3.4 

3.2

2.9 

2.7 

3.2 

2.4

2.4

Dec.

2.4 

2.4 

2.3 

2.3 

2.2

2.3 

2.4 

2.3 

2.2 

2.2

2.2 

2.6 

3.0 

3.5

3.8

4.0 

3.4 

2.9 

2.6

2.8

3.7 

 3.7

Jan.

3.7 

3.7 

3.7 

3.7 

3.8

3.8 

4.0 

4.0 

47 

5.6

8.3 

13 

9.5 

7.6

6.7

5.4 

5.1 

5.1 

5.3

4.7

4.7 

4.4 

4.7 

4.7 

4.7

4.5 

42 

4.0 

3.8 

3.7 

3.7

Feb.

3.8 

3.5 

3.5 

44 

3.8

3.4 

3.4 

3.2 

3.2 

3.0

3.0 

3.0 

3.0 

40

3.7

3.8 

4.4 

3.4 

3.0 

3.0

3.0 

3.4 

3.7 

5.6

7.8

13 

19 

21 

18

Month

November _. _ 

January ___________________ . ..........

February.... _ ... _____________ . ..........

April. _ .... ___ ..... . 

May....... ...... .....................................

July . ... ___ 

August.. _________________ . ............

Mar.

14 

12 

9.8

8.7 

7.8

7.8 

7.8 

8.5 

10 

12

12 

11 

12 

14 

15

17 

24 

32 

36 

30

25 

22 

19 

21 

19

17 

17 

18 

17 

15 

16

Apr.

17 

17 

17 

15 

14

13 

12 

11 

11 

12

13 

14 

14 

.13 

12

13 

13 

13

14 

12

11 

11 

12 

13 

12

12 

13 

14 

14 

17

Maximum

 

12 

5.8 

4.0 

13 

21 

36 

17 

35 

28 

14 

5.4 

3.4

36

May

18 

17 

19 

19 

18

19 

20 

22 

24 

25

27 

30 

32 

30

28

29 

30 

31 

32 

35

32 

30 

29

28 

28

26 

26

28 

28 

28 

26

June

26 

26 

26 

26

24

23 

23 

23 

23

24

25 

26 

26

28 

27

26 

24 

23 

22 

22

21 

20 

19 

19 

18

18 

17 

16 

15 

14

Minimum

1.4 

2.0 

2.2 

3.7 

3.0 

7.8 

11 

17 

14 

5.6 

3.5 

2.5

1.4

July

14 

13 

13 

12 

12

11 

11 

10 

10 

10

10 

9.5 

9.5 

9.3

8.7

8.2 

8.2 

8.2 

7.8 

7.6

7.3 

7.1 

6.6 

6.4 

6.2

e.a

5.8 

5.8 

5.6 

5.6 

5.6

Mean

2.40 

2.91 

2.90 

5.11 

5.66 

16.4 

13.3 

26.3 

22.3 

8.74 

440 

2.91

9.45

Aug.

6.4 

5.4 

5.3 

5.1 

4.9

4.7

4.5 

45 

47 

4.7

47 

45 

4.3

5.4 

5.4

47 

43 

43 

43 

40

40 

40 

4.0 

3.S 

3.9

3.9 

3.5 

3.5 

3.5 

3.7 

3.5

Sept.

3.4 

3.4 

3.2 

3.2 

3.1

3.1 

3.1 

3.1 

2.9 

2.9

2.9 

2.9 

2.9

2.8 

2.8

2.7

2.8 

2.8 

2.8

2.8

2.9

2.8 

2.8 

2.8 

2.8

2.8 

2.8 

2.7 

2.7 

2.6

Run-off in 

acre-feet

148 

173 

178 

314 

326 

1,010 

791 

1,620 

1,330 

637 

271 

173

6,870
ROGUE RIVER BASIN 155

EAST FORK OF ASHIAHD CREEK WEAR ASHIAXTD, OREGt.

LOCATION1. Water-stage recorder in sec. 28, T. 39 S., R; 1 E., a quarter of a

mile above confluence with West Fork, 100 yards above diversion for power

plant, and 3% miles south of Ashland. 

DRAINAGE AREA. 7.8 square miles.

RBCOBDS AVAILABLE. September 1924 to September 1932. 

EXTBEMBS. Maximum discharge during year, 35 second-feet June 14 (gage

height, 1.47 feet); minimum, 1.0 second-foot Oct. 9-14.

1924-32: Maximum discharge. 292 second-feet Feb. 20, 1927 (gage height,

3.5 feet); minimum, 1.0 second-foot Aug. 29 to Sept. 4, Oct. 9-14, 1931. 

REMABKS. Records fair except those estimated Dec. 6-15, 20-25, Jan. 21, 22,

Feb. 2, 3, which are poor. No regulation or diversions above station. Records

furnished by State engineer.

Discharge, in second-feet, 19S1-S2 v

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..... __ . ....

Oct.

2.0 

1.5 

2.0 

1.5 

1.5

1.5 

1.5 

1.5 

1.0 

1.0

1.0 

1.0 

1.0 

1.0 

1.5

1.5 

1.5 

1.5 

1.5 

L5

1.5 

11 

4.5 

3.0 

7.5

4.0 

3.5 

3.5 

3.0 

3.0 

3.0

Nov.

3.0 

3.0 

2.5 

2.5

2.5

2.5 

2.6 

3.0 

3.0 

3.0

3.0 

2.5 

2.5 

3.0 

3.0

3.5 

4.5 

3.0 

45 

7.0

4.5 

4.0 

3.5 

3.0 

2.5

2.5 

3.0 

3.0 

2.5 

2.5

Dec.

2.5 

2.5 

3.0 

3.0 

2.5

2.0

3.0 

3.0 

3.0 

3.0

2.8

2.5 

3.5 

4.5 

4.0 

4.0 

4.0

Jan.

4.0 

4.0 

4.0 

3.5 

3.5

3.5 

4.0 

3.5 

5.0 

5.5

7.0 

9.0 

7.0 

6.0 

5.5

5.0 

5.0 

5.0 

5.5 

5.0

4.5 

4.0 

4.0 

4.0 

4.0

4.0 

4.0 

4.0 

4.0 

4.0 

4.0

Feb.

4.0 

4.0 

4.0 

4.0 

3.5

3.5 

3.5 

3.5 

3.5 

3.5

3.5 

3.5 

3.5 

4.0 

3.5

4.0 

3.5 

3.0 

3.0 

3.0

3.0 

3.0 

3.5 

4.5 

6.5

9.0 

12 

13 

12

Month

March . .

April.. ..........................................

May . ,

June . _ . _ . _ . _ . . .

July. _ ........ ............

August _ . .

Mar.

9.5 

7.5 

7.0 

6.0 

5.5

5.5 

5.5 

6.0 

7.0 

7.5

7.5 

7.5 

8.0 

9.5 

10

11 

19 

27 

29 

23

19 

16 

14 

16 

14

12 

12 

13 

12 

12 

12

Apr.

14 

14 

13 

12 

11

9.5 

9.5 

9.0 

9.0 

9.5

11 

12

12 

11 

10

11 

11 

11 

11 

10

9.0 

9.0 

9.0 

10 

9.5

9.5 

10 

11 

12 

14

Maximum

11 

7.0 

4.0 

9.0 

13 

20 

14 

33 

29 

15 

5.0 

3.0

33

May

16 

16 

17 

17 

17

17 

18 

19 

20 

21

23 

25 

27 

26 

26

26 

27 

29 

30 

33

31 

30 

29 

28 

26

25 

24 

25 

24 

24 

24

June

24 

24 

24 

24 

23

22 

22 

23 

23 

24

26 

27 

27 

29 

20

28 

26 

25 

23 

23

22 

21 

20 

19 

18

18 

17 

17 

16 

15

Minimum

1.0 

2.5

3.5 

3.0 

5.5 

9.0 

16 

15 

5.0 

3.0 

2.0

1.0

July

15 

14 

14 

13 

12

12 

12 

11 

10 

9.5

9.0 

9.0 

8.5 

8.0 

7.5

7.5 

7.5 

7.5 

7.5 

7.0

7.0 

6.5 

6.5 

6.5 

5.5

5.5 

5.0 

5.0 

5.0 

5.0 

5.0

Mean

2.44 

3.17 

2.74 

4.68 

4.76 

12.0 

10.8 

23.9 

22.6 

8.52 

3.74 

2.43

8.48

Aug.

5.0 

4.5 

4.5 

4.0 

4.0

4.0 

4.0 

4.0 

4.0 

4.0

4.0 

4.0 

3.5 

4.0 

4.5

4.0 

4.0 

3.5 

3.5 

4.0

3.5 

3.5 

3.5 

3.5 

3.0

3.0 

3.0 

3.0 

3.0 

3.0 

3.0

Sept.

3.0 

3.0 

3.0 

2.5 

2.5

2.5. 

2.5 

2.5 

2.5 

2.5

2.5 

2.5 

2.5 

2.5 

2.5

2.5 

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'

Run-off in 

acre-feet

150 

189 

168 

288 

274 

738 643- 

1,470 1,340' 

524 

230 

145

6,160?

174920 33 11
156 SURFACE WATER SUPPLY, 1932, PART 12 C

APPIEGATE RIVER NEAR RUCH, ORE6.

LOCATION. Water-stage recorder in sec. 15, T. 39 S., R. 3 W., at Cameron Bridge 

1% miles above mouth of Little Applegate River and 4^ miles south of Ruch.

RECOBDS AVAILABLE. June 1911 to September 1914; September 1925 to September 1932 incomplete.

EXTREMES. Maximum discharge during year, 4.020 second-feet Mar. 19 (gage 

heigt ?ht, 5.50 feet); minimum, 14 second-feet Oct. 1, 4, 6 (gage height, 0.29

foot).

1911-14, 1925-32: Maximum discharge (estimated), 20,000 second-feet 

Feb. 20, 1927 (gage height, 16.0 feet); minimum, 7 second-feet Sept. 2, 1929 

(gage height, 0.26 foot).

REMABKS. Records good except those estimated, which are poor. Diversions for 

irrigation above station. Records furnished by State engineer.

Discharge, in second-feet, 1931-32

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 

Oct.

15 

15 

15 

15 

15

15

15 

15 

15 

15

15 

15 

15 

15 

15

15 

16 

17 

18

21

21 

158 

190 

111 

158

143 

86 

88 

80 

70 

60

Nov.

55 

50 

48 

48 

44

42 

40 

48 

50

54

57 

50 

50 

62 

60

60

183 

158 

119 

476

*352 

121 

111 

109 

138

116 

92 

74 

69 

70

Dec.

70 

72 

92

88 

84

76 

86 

80 

70 

70

70

67 

65 

67 

67

67 

69 

111 

143 

130

167 

149 

143 

295 

287

415 

842 

488 

324 

300 

723

Jan.

622 

415 

312 

287

«212

347 

636 

470 

370 

320

-400 

«520 

"720 

530 

426

356 

320 

-300 

-270 «260

-250 

216 

"195 

 160 

-320 «280

Feb.

-245

164 

167

167 

161

161 

155 

146

140 

135 

140 

138 

135

132 

132

138 

173 

300

494 

727 

828 

741

Month

April. __ . ' __ _ .......... 

July... 

Mar.

584 

488 

400 

370 

334

338

352 

380 

437 

560

560 

506 

470 

566 

572

603 

1,180 

1,900 

3,180 

1,700

1,180 

980 

795 

980 

980

816 

762 

823 

762 

712 

718

Apr.

902 

902 

788 

724 

598

568 

520 

474 

462 

490

532 

628 

646 

634 

592

628 

598 

646 

694 

634

574 

514 

479 

520 

496

484 

484 

508 

544 

658

Maximum

]

190 

476 

842 

720 

S28 

1,180 

902 

,320 

640 

137 .

44 

27

3,180

May

795 

795 

782 

782 

750

769 

858 

980 

1,060 

1,140

1,180 

1,270 

1,320 

1,180 

980

940 

1,020 

980 

902 

1,060

865 

718 

664 

664 

646

628 

628 

658 

640 

610 

562

June

668 

580 

628 

640 

598

520 

484 

502 

532 

556

544 

532 

490 

474

446

395 

360 

326 

312 

290

281 

268 

245 

225 

209

194 

180 

170 

164 

155

Minimum

15 

40 

65 

160 

132 

334 

462 

562 

155

22 

19

15

July

137 

130 

117

114 

114

112 

107 

104 

102 

95

90

88 «86 

84 

95

a 84

73 70 

 67

 64

' «62 

60

"SO

Mean

47.6 

100 

186 

341 

256 

806 

597 

865 

396 

80.8 

32.9 

21.5

312

Aug.

 44 

 43

a 42

41 

«38

36 

41 

41 

37 

40

40 

35 

29 

27 

26

29 

26 

26 

27 

26

22 

24 

23 

22 

22 

23

Sept.

22 

22 

27 

27 

25

21 

21 

20 

20 

20

23 

23 

23 

21 

21

20 

21 

23 

23 

22

23

21 

19 

19 

20

21 

19 

19 

20 

20

Run-off in 

acre-feet

2,930 

5,950 

11,400 

21,000 

14,700 

49,600 

35,500 

53,200 

23,600 

4,970 

2,020 

1,280

226,000

Estimated.
ROGUE EIVEB BASIN

nmrois RITEE AT EEEBY, OREO.

157

LOCATION. Staff gage in SW % sec. 4, T. 39 S., R. 8 W., at Kerby.

RECORDS AVAILABLE. March 1926 to September 1932.

EXTREMES. Maximum discharge during year, 16,500 second-feet Mar. 19

(gage height, 11.2 feet); minimum, 17 second-feet Oct. 4-6, 8, 11-13 (gage

height, 0.04 foot).

1926-32: Maximum discharge (estimated), 50,000 second-feet Feb. 20, 1927

(gage height, 19.6 feet); minimum, 15 second-feet Aug. 18 to Sept. 3, Sept.

7, 8, 1931. 

UEMARKS. Records good. Diversions for irrigation above station. Records

furnished by State engineer.

Discharge, in second-feet, 1931-88

Day

1 

2 __ __ -

3. ..... ...

4 

5. ... .....

6 ... ...

7. ..............

8 ... .. .... . .... .

9 ... ...

10 

11. .. 

12 _ - _ - ___ ..

13 

14 ....

15 - 

16 .. 

17 

18 

10

20 

21. . 

22. 

23 _ - ___ 

24. _ ....

25 

26 .

27 _ . ... ...

28 

29 ...

30 

31 

Oct.

19 

19 

19 

17 

17

17 

18 

17 

18 

18

17 

17 

17 

18 

18

19 

24

22 

22

22

22 

609 

609 

415 

825

915 

441 

524 

415 

441 

275

Nov.

222 

212 

202 

170 

160

149 

149 

160 

ISO 

390

441 

149 

160 

524. 

441

1,890 

5,660 

5,200 

4,760 

6,400

2,890 

1,250 

1,890 

609 

609

580 

524 

441 

441 

390

Dec.

390 

390 

739 

965 

915

1,020 

870 

825 

702 

668

668 

580 

390 

609 

468

441 

468 

1,890 

1,450 

1,530

2,590 

2,200 

1,130 

7,970

2,890

2,890 

9,650 

5,200 

2,590 

2,890 

8,250

Jan.

5,200 

3,210 

2,320 

1,530 

1,380

1,130 

1,130 

1,130 

1,130 

1,250

1,130 

1,890 

1,890 

1,530 

1,530

1,890 

1,890 

8,250 

5,200 

3,560

2,090 

1,700 

1,530 

1,250 

1,190

1,130 

1,020 

915 

825 

1,700 

1,190

Feb.

1,020 

1,700 

870 

1,130 

1,250

1,530 

1,610 

1,380 

1,380 

3,750

1,130 

1,020 

915 

915

915

825 

415 

390 

638 

609

638 

638 

638 

609 

668

1,890 

2,320 

1,310 

1,790

Month

July 

The year.- ________ . __ . ____ ......

Mar.

1,790 

1,130 

1,070 

1,020 

915

915 

825 

915 

1,020 

1,700

1,530 

1,380 

1,380 

1,530 

1,700

2,890 

2,090 

7,540 

11,600 

5,980

3,460 

4,010 

2,230 

4,400 

3,120

3,820 

2,020 

2,020 

2,020 

1,840 

1,680

Apr.

1,610 

1,540 

1,170 

2,020 

1,930

1,680 

2,360 

1,400 

1,400 

1,340

1,280 

1,280 

1,280 

1,280 

1,170

1,220 

1,400 

1,680 

2,120 

1,840

1,540 

1,340 

1,280 

1,400 

1,400

1,340 

1,280 

1,340 

1,220 

1,170

Maximum

1

915 

6,400 

9,650 

8,250 

3,750 

1,600 

2,360 

1,840 

725 

165 

40 

25

11,600

May

1,400 

1,540 

1,640 

1,840 

1,680

1,400 

1,400 

1,400 

1,340 

1,400

1,340 

1,400 

1,280 

1,220 

1,170

1,070 

1,070 

1,070 

1,020 

1,020

970 

970 

970 

840 

800

800 

760 

760 

800 

800 

725

June

725 

725 

725 

725 

655

655 

620 

585 

650 

550

550 

515 

515 

515

515

445 

445 

415 

385 

355

355 

325 

325 

295 

295

252 

252 

240 

215 

178

Minimum

17 

149 

390 

825 

390 

825 

1,170 

725 

178 

45 

24 

24

17

July

165 

165 

142 

142 

142

154 

142 

132 

122 

142

142 

122 

122 

113 

104

88 

74 

68 

68 

63

59 

58 

63 

59 

61

54 

52 

49 

48 

46 

45

Mean

189 

1,240 

2,070 

2,020 

1,170 

2,570 

1,480 

1,150 

463 

97.0 

33.3 

24.2

1,040

Aug.

40 

39 

39 

39 

38

38 

38 

37 

35 

35

36 

36 

36 

34 

33

33 

33 

33 

33 

33

31 

31 

31 

31 

31

31 

27 

27 

25 

24 

24

Sept.

24 

24 

24 

24 

24

24 

24 

24 

24 

24

24 

44 

24 

24 

24

24 

24 

24 

24 

25

24 

25 

25 

24 

25

25 

24 

24 

24 

24

Eun-off in

acre-feet

11,600 

73,800 

127,000 

124,000 

67,300 

158,000 

88,100 

70,700 

27,600 

5,960 

2,050 

1,440

758,000
158 . SURFACE WATER SUPPLY, 1932, PART 12 C

MISCELLANEOUS DISCHABGE MEASUREMENTS

In addition to the records of stream flow obtained at gaging stations 

and reported in the preceding pages, measurements of flow are madfe 

at a number of other points, as shown by the following table:

Miscellaneous discharge measurements in Pacific slope basins in Oregon and in 

lower Columbia River Basin during year ending Sept. SO, 19S8

Walla Walla River Basin, Oreg.

Date

9

9

9

g

Stream

South Fork of

Walla Walla 

River. 

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

... ..do ..... 

 do ... ....

Tributary to or 

diverting from 

Walla Walla River.

 do- 

 - do 

 ..do 

Locality

Sec. 30, T. 5 N., R. 39 E. (unsurveyed), 500 feet below Rough 

Creek.

50 feet above SMphorton Creek __

as.

Feet

Discharge

Sec.-ft. 

32.2

46.6

51

73

Willow Creek Basin, Oreg.

Feb. 26 Willow Creek. 

near Morgan.

2.30 421

John Day River Basin, Oreg.

Jan. 12

Mar. 5

QA

Strawberry Creek.

.....do. ...

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

John Day River-.

.....do. _ ...

 .-do.- _

Former gaging station at Nelson 

ranch near Prairie City, &H sec. 8,

T. 14 S., R. 34 E.

 .do 

 ..do.- ......................

0.28

.30

.52

2.3

3.0

8.8

Deschutes River Basin, Oreg.

Aug. 18

Sept. 26

Allcr 1O

17

18

Sept. 26

Aug. 18

19

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

... ..do -

... -do ... ... ... .

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

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

 do 

 ..do. - 

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

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

.....dO-. 

White River __ ..

Sec. 30, T. 4 S., R. 10 E., at Barlow

Road Bridge.

Lake Creek. 

Sec. 11, T. 5 8., R. 10 E., below Clear

Lake Creek. 

Sec. 26, T. 4 S., R. 12 E., below Rock

Creek. 

SEJ4 sec. 32, T. 4 S., R. 9 E., at outlet of Clear Lake.

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

crossing. 

Sec. 11, T. 4 S., R. 13 E., at mouth..

42.0

61.9

73.7

107

3.8

29.2

21.0

4.6

8.1

Willamette River Basin, Oreg.

July 7

Alter *?A

July 7

Aug. 24 July 7

Aug. 25

July 7

16

ifi

. .do . .

... ..do 

 dO 

Yamhill River.. ...

Willamina Creek .

River. 

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

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

 ..do 

 do ... ... 

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

 -do.. 

Willamette River..

Yamhill River ...

SWH sec. 16, T. 10 S., R. 6 E., near

highway bridge at mouth.

Sec. 17, T. 10 S., R. 6 E., at highway

bridge at mouth.

NE}4 sec. 28, T. 9 S., R. 6 E., at

highway bridge at mouth. 

NEH sec. 36, T. 9 S., R. 5 E., 150 feet

above mouth. SEH sec. 35, T. 9 S., R. 5 E., a quarter of a mile above mouth.

Above Willamina Creek, at WillaMouth. at Willamina _ ... .........

15.6

4.6

.3

0

33.5

.4

33.3

8.7

25.3

20.9
MISCELLANEOUS DISCHARGE MEASUREMENTS 159

Miscellaneous discharge measurements in Pacific slope basins in Oregon and in 

lower Columbia River Basin during year ending Sept. SO, 19S2 Continued

Wilkunette River Basin, Oreg. Continued

Date

Jury 28

Aug. 20

Sept. 29

16 

17

Aug. 2

Stream

Mill Creek... 

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

-- do 

Oak Grove Fork ... 

... -do. ... ......

Tributary to or 

diverting from 

.... .do ...

Clackamas River.. 

..... do. ...

Locality

100 feet above head of backwater from 

power plant diversion dam and half 

a mile below gaging station.

Mouth, three quarters of a mile above

power plant intake.

tt

Feet

1.57 

L57

.35

Discharge

See.-ft. 

7.0

7.4

6.5

302 

295

2.6

Youngs Hirer Basin, Oreg.

Aug. 20

20

KlaskanineRivNorth Fork of

Klaskanlne River.

. .do .

WL^aan 11 T TXT "R QW af OlnAV 6.6

7.7

Lewis and Clark River Basin, Oreg.

Aug. 20

River.

Sec. 30, T. 7 N., R. 9 W., above tidewater, at Melville.

19.0

Coastal streams between Columbia River and Umpqna Biver, Oreg.

Aug. 20

20 

20 

20 

20 

20 

21 

19

19 

20 

20 

20 

20 

18 

17

17 

17 

17 

16

17 

17 

 Estin:

Necanieum River.. 

Bergsvik Creek... .

Little Humbug 

Creek. 

North Fork of Necanicum River. 

Mail Creek........

Nehalem River 

.... -do. .... ..

Salmonberry RivNorth Fork of Nehalem River. 

Soapstono Creek _

Jack Horner Creek.

Big Rack Heap 

Creek. 

North Fork of Wilson River. 

Tillamook River...

Nestueca River ....

Beaver Creek... ... 

Three Rivers. .....

Little Nestueca 

River. 

Salmon River. ....

tated.

Pacific Ocean ..

Necanicum River. 

Bergsvik Creek... 

Necanicum River. 

... -do..... .. ... 

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

Pacific Ocean... 

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

Nehalem River. . . 

 do... 

North Fork of Nehalem River. 

Soapstgne Creek. .

North Fork of Nehalem River. 

Wilson River.....

Pacific Ocean __

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

Nestueca River... 

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

 .do. _ -. _ .

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

Pacific Ocean 

NWM sec. 23, T. 5 N., R. 9 W., 400 

feet below highway bridge at 

Necanicum. 

Sec. 26 or 35, T. 5 N., R. 9 W., at 

highway bridge. 

Sec. 26, T. 5 N., R. 9 W., at highway 

bridge. 

NEM sec. 22, T. 5 N., R. 9 W., at 

highway bridge. 

NWM sec. 21, T. 5 N., R. 9 W., at 

highway bridge. W1^ sec. 24, T. 5N., R. 10W., at highway bridge. 

SWU sec. 17, T. 6 N., R. 5 W., above 

highway bridge at Berkenfeld. 

Three quarters of a mile above Salmonberry River, near Salmonberry. 

SEJ£ sec. 10, T. 3 N., R. 8 W., at 

mouth. 

NWM sec. 6, T. 3 N., R. 9 W., near 

Nehalem. 

NWM sec. 22, T. 4 N., R. 9 W., at 

highway bridge. 

Sec. 15, T. 4 N., R. 9 W., at highway bridge. SWJi sec 7 T 3 N R 9 W

SEJ£ sec. 7, T. 2 S., R. 9 W., just 

above Beulah Creek.

NWM sec. 13, T. 4 S., R. 10 W., below highway crossing at Hebo. 

NWM sec. 15, T. 5 S., R. 10 W., near 

Dolph. 

Sec. 29. T. 6 S., R. 10 W., at Otis 

.......

.......

.......

4.8

«.i 

«.3 

 1.3 

3.4 

 1.0 

41.6 

83

36.8 

43.0 

4.4 

 1.5 

 .8 

2L1 

23.5

38.2* 

11.0 

16.9 

21.0

16.2 

39.1
160 SURFACE WATER SUPPLY, 1932, PART 12 C

Miscellaneous discharge measurements in Pacific slope basins in Oregon and in 

lower Columbia River Basin during year ending Sept, SO, 1982 Continued

Coastal streams between Columbia River and Umpqua River, Oreg. Continued

Date

Aug. 17

17

17

18

18

19

19

20 

20 

20

21

21

20

22

23

Stream

Lake-.

Tenmile Creek .... 

Big Creek ___ 

Wildcat Creek .....

North Fork of

Siuslaw River. 

Outlet of Woahink

Lake. 

Tahkenitch River.

Tributary to or 

diverting from 

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

 do . ..

. .do ..... -

 do... ......

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

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

 do ...

 do.. 

 do. ......

Locality

Sec. 15, T. 7 S., R. 11 W., at Delake.

Sec. 26, T. 7 S., R. 11 W., near Taft..

See. 8, T. 9 S., R. 11 W., at mouth 

NWJi sec. 33, T. 10 S., R. 9 W., 2.3

miles above Chitwood. 

Sec. 25, T. 11 S., R. 10 W., near Elk

City. 

Sec. 31, T. 13 S., R. 9 W., above

Tidewater. 

See. 36, T. 14 S., R. 12 W., 1.7 miles

above mouth. 

See. 27, T. 15 S., R. 12 W., near 

Heceta, at mouth. 

Sec. 15, T. 16 S., R. 12 W., near 

Heceta, at mouth.

Sec. 31, T. 17 S., R. 9 W., 1^ miles

below Swisshome. 

Sec. 15, T. 18 S., R. 8 W., 0.6 mile

above mouth at Austa. 

See. 19, T. 17 S., R. 10 W., at bridge

near Minerva. 

Sec. 27, T. 19 S., R. 12 W., at lake

outlet. 

Sec. 29, T. 20 S., R. 12 W., at Tahkenitch Lake outlet.

3ft

Feet

.......

Discharge

Sec.-ft. 

3.7

13.8 «2.8

6.0

12.5

98

20.2

11. a

5.5 

4.2

121

14.7

9.8

6.9

7.8

Umpqua River Basin, Oreg.

Oct. 7 

Aug. 23

22

Mar. 10

July 1

Sept. 11

Mar. 4

May 9

Oct. 8

South Umpqua 

River. 

Elk Creek.........

Smith River 

Fish Creek. ..

.. do .. _ ..

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

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

Rock Creek. ......

Umpqua River ....

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

River, 

- do 

 -do.. ....

 do.. ... ...

. __ do 

 do.. ... .

Former gaging station near Brockway. 

Sec. 20, T. 22 S., R. 7 W., at Elkton.

Sec. 31, T. 20 S..R. 9 W., below falls.

 ..do 

 ..do.. _ - ___ .. ....

 ..do.. . _ . _ ....... _ -....-

.. do 

0.6

1.48

1.46

.86

66 

7.9

16.2

269

269

64

1,160

771

14.6

Coastal streams between Umpqna River and Rogue River, Oreg.

Aug. 24

24

24

24

24

26

26

26

26

27

27

Tenmile Creek...

Eel Creek. ........

South Fork of Coos

River. 

East Fork of Millicoma River. 

West Fork of Millicoma River.

Crystal Creek .....

Elk River..... ....

Brush Creek .......

Euchre Creek .....

Tenmile Creek ....

.. _ do ...

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

Sixes River _ ....

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

 do 

Sec. 13, T. 23 S., R. 13 W., below Eel

Creek. 

Sec. 13, T. 23 S., R. 13 W., at mouthSec. 27, T. 25 S., R. 11 W., at lower

fish hatchery. 

Sec. 4, T. 25 S., R. 11 W., 1.8 miles

above Allegany.

tidewater near Allegany. 

Sec. 2, T. 31 S., R. 15 W., at Langlois

Sec. 21, T. 32 S., R. 15 W., at Coast

highway near Sixes. 

SEW sec. 25, T. 33 S., R. 15 W., near

Port Orford. 

Sec. 8, T. 35 S., R. 14 W., near Wedderburn.----

7.2

3.5

22.3

14.0

«3.0

3.1

15.4 1.0

43.7

9.0

9.0

1 Estimated.
MISCELLANEOUS DISCHABGE MEASUREMENTS 161

Miscellaneous discharge measurements in Pacific slope basins in Oregon and in 

lower Columbia River Basin during year ending Sept. SO, 19S% Continued

Rogue River Basin, Oreg.

Date

Aug. 27

Mar. 10

Aug. 27

Stream

race. 

Illinois River.. . _ .

Tributary to or 

diverting from 

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

Locality

fornia Oregon Power Co.'s power 

plant near Prospect.

sat

Feet

Discharge

Sec.-ft< 

1,060

942

180

Coastal streams south of Rogue River, Oreg.

Aug. 28

3 

3

5 

July 30

29

Aug. 12 

29

July 28

July 30

29

29

29

Chetco River __ _ 

 do ~

-...do ... .... 

. do 

.....do.. 

 do ... - 

.....do .... 

 do 

Chetco River.

Chetco River.

South Fork of

Winchuck River.

 do 

. do .... ...

..... do 

.... -do -

..... do - 

.... .do .....

..... do,... ..... ....

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

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

.....do, .. ...

 do _._

Sec. 22, T. 38 S., R. 10 W. (unsurveyed), above Babyfoot Creek. Sec. 15, T. 38 S., R. 10 W. (unsurveyed), half a mile below Slide 

Creek. 

Sec. 7, T. 38 S., R. 10 W. (unsurveyed), below Box Canyon Creek. Sec. 7, T. 38 S., R. 11 W. (unsurveyed), above Boulder Creek. 

SEH sec. 8, T. 39 S., R. 12 W., above

South Fork. 

NEH sec. 35, T. 40 S., R. 13 W., below North Fork. 

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

SEH sec. 34, T. 40 S., R. 13 W......

veyed), 2 miles above mouth. Sec. 7, T. 38 S., R. 11 W. (unsurveyed), at mouth. SEH sec. 8, T. 39 S., R. 12 W., at

mouth.

Harbor.

.......

1.03

.85

7.0

16.1

22.5

35.6 

65.1

84.3

102 

65

13-3

6.6

«8

14.4

0

9.0

r* «.3

Estimated.

INDEX

A Page

Accuracy of data and computed results 4-5

Acre-foot, definition of. 2

Albany, Oreg., Willamette River at__.... 72

Albany power canal near Lebanon, Oreg.... 85

Alsea Ei ver, Oreg., discharge measurement of 160

Amboy, Wash., Canyon Creek near..., . 101

Applegate River near Ruch, Oreg..... . 166

Appropriations, record of.._______... 1

Ariel, Wash., Lewis River at..____ .. 98 

Ashland, Oreg., East Fork of Asnland Creek

near. _ 166

Emigrant Creek near. .. 161

Emigrant Gap Reservoir near. .. 150

West Fork of Ashland Creek near.. .. 164

Ashland Creek, East Fork of, near Ashland,

Oreg-.. ............ .. 166

West Fork of, near Ashland, Oreg...__ 154

Astoria, Oreg., Youngs River near_____ 112

Aurora, Oreg., Pudding River at 89

Austa, Oreg., Siuslaw River at .. 117

Azalea, Oreg., Cow Creek near_ .. 120

B

Bear Creek at Medford, Oreg__ .. 152 

Bear Creek Basin, Oreg., diversions in___ 153 

Beaver Creek, Oreg., discharge measurement

of................................ 169

Bend, Oreg., Deschutes River below 39 

Desehutes River near.._ . 37-38 

diversions from Deschutes River near. .. 46 

Tumalo Creek near ....... .. 46

Bergvik Creek, Oreg., discharge measurement

Of .....--. .........-. ... 159

Big Bottom, Oreg., Clackamas River at.._ 92 

Big Butte Creek, South Fork of, near Butte

Falls, Oreg .... _ 146

Big Creek, Oreg., discharge measurement of.. 160 

Big Elk Creek, Oreg., discharge measurement

of......................... 160

Big Rack Heap Creek, Oreg., discharge measurement of.. ..... . .. 159

Biggs, Oreg., Deschutes River near.......... 42

Birch Creek at Rieth, Oreg_______... 20 

Boulder Creek, Oreg. (South of Rogue River),

discharge measurement of. ___ 161 

Boulder Creek, Oreg. (Willamette River 

Basin), discharge measurements 

of............................... 158

Box Canyon Creek, Oreg., discharge measurement of. .. 161 

Brtitenbush River above French Creek, near

Detroit, Oreg. 81 

Brash Creek, Oreg., discharge measurement

of........ .. 160

Pag*

Bull Run, Oreg., Bull Run Reservoir near 60

Little Sandy River near 69

Sandy River near 60

Bull Run Reservoir near Bull Run, Oreg 66

Bull Run River below Bun Run Reservoir,

Oreg-....... ._.......... 67

near Bull Ron, Oreg 68 

Butte Falls, Oreg., South Fork of Big Butte

Creek near. 148 

Bybee Creek, Oreg., Rogue River above. 132

Canby, Oreg., Molalla River near _ 88 

Canyon Creek near Amboy, Wash. 101 

Canyon Creek, Oreg., discharge measurement

of ....... ............ 15 8

Castle Rock, Wash., Cowlitz River near 105 

Cazadero, Oreg., Clackamas River near 94 

Central Point, Oreg., Rogue River near 135 

Chetco River, Oreg., discharge measurements of____ . 161 

North Fork of, discharge measurement oL 161 

South Fork of, discharge measurement of. 161 

Cispus River near Handle, Wash. 109 

Clackamas River above Three Lynx Creek,

Oreg... . - 93

at Big Bottom, Oreg... 92 

near Cazadero, Oreg. 94 

Clear Lake Creek, Ores., discharge measurements of . 168 

Clearwater River above Trap Creek, Oreg 126 

Columbia River at Tb* Dalles, Oreg. 11-12 

Computations, results of, accuracy of 4-6 

Control, definition of. 2 

Cooperation, record of. 10 

Coos River, South Fork of, Oreg., discharge

measurement of. 160 

Coquille River, Middle Fork of, near Myrtle

Point, Oreg.-- . 128

North Fork of, near Myrtle Point, Oreg 131 

South Fork of, at Powers, Oreg 127 

Coquille River Basin, Oreg., gaging-station

records in_________ 127-131

Cougar, Wash., Lewis Rivernear 96-97

Muddy Rivernear 99

Swift Creek near 100

Cow Creek near Aazlea, Oreg 120

Cowlitz River at Mossy Rock, Wash.. . 104

atPackwood, Wash. 108

Clear Fork of, near Packwood, Wash 108

near Castle Rock, Wash _ 105

Cowlitz River .Basin, Wash., gaging-station

recordsin._ - __ 103-111 

Crane Prairie Reservoir near Lapine, Oreg.. 33

163
164 INDEX

Page

Orescent Creek at Crescent Lake, near Crescent, Oreg. . 44-45 

Crescent Lake Reservoir near Crescent, Oreg. 44 

Crooked River near Culver, Oreg 48 

Crystal Creek, Oreg., discharge measurement

of............................_ 160

Culver, Oreg., Crooked Elver near_____ 48

Pale, Oreg., North Fork of John Day Eiver

near - ___.. 28

Data, accuracy of__.___________ 4-5 

explanation of......___________ 2-4

Dayville, Oreg., John Day River near___ 23

Dee, Oreg., West Fork of Hood Eiver near.. 66

Desehutes Eiver above Davis Creek, near

Lapine, Oreg . 34-36 

at Benham Falls, near Bend, Oreg....... 37

at Crane Prairie, near Lapine, Oreg- . 33-34 

at Moody, near Biggs, Oreg.. ..___ 42 

at Pringle Falls, near Lapine, Oreg___ 36 

at Sherars Bridge, Oreg_________ 41 

below Bend, Oreg.. 39 

below Lava Island, near Bend, Oreg 38 

diversions from, near Bend, Oreg 45 

near Madras, Oreg- 40

Desehutes Eiver Basin, Oreg., discharge

measurements in. _______ 158 

gaging-station records in. ... 33-51

Detroit, Oreg., Breitenbush Eiver near.__ 81 

North Santiam Eiver at. ...... 79

Devils Lake, Oreg., outlet of, discharge

measurement of _.______ 160

Dry Creek, Oreg., discharge measurements of. 168

E

East Creek, Oreg., discharge measurement of. 159 

Eel Creek, Oreg., discharge measurement of.. 160 

Elk Creek, Oreg., discharge measurement of.. 160 

Elk River, Oreg., discharge measurement of.. 160 

Elkton, Oreg., Umpqua River near 119 

Emigrant Creek near Ashland, Oreg 151 

Emigrant Gap Reservoir near Ashland, Oreg. 150 

Euchre Creek, Oreg., discharge measurement

of_............................ 160

Eugene power canal near Walterville, Oreg 77 

Eula, Oreg., Middle Fork of Willamette

Eiver at . ..._.__ 70

Fish Creek, Oreg., discharge measurements

of............................... 160

Fish Lake Eeservoir near Lakecreek, Oreg_ 147 

Floras Creek, Oreg., discharge measurement

of............. ............ 160

Fort Klamatn, Oreg., Lake Creek near 126 

Foster, Oreg., Middle Santiam Eiver near... 84 

Fox Creek at gorge near Fox, Oreg_ ___ 32 

French Creek, Oreg., discharge measurements

of.... _..________ 168 

Furnish Reservoir and Umatilla, Oreg., diversions from Umatilla Eiver between. ..... 21

Q Page

Glenwood, Wash., Klickitat Eiver near 52 

Glide, Oreg., North Umpqua River near.. 123-124 

Government Camp, Oreg., Salmon River

near . 6*

Still Creek near_.. 62

Grandview, Oreg., Metolius River near 49'

Haskins Creek near McMinnville, Oreg 87 

Heisson, Wash., East Fork of Lewis River

near.. . 102 

Hood Eiver, Oreg., Pacific Power & Light

Co.'s conduit near 57 

Hood Eiver near Hood Siver, Oreg 54-55 

West Fork of, near Dee, Oreg--- ... 66 

Hood River Basin, Oreg., gaging-station

records in.. 54-57 

Humbug Creek, Oreg., discharge measurement of. . 15* 

Hnsum, Wash., White Salmon River at 58-

Illinois River at Kerby, Oreg.. . .. 157

discharge measurement of 161

Imnaha Creek near Prospect, Oreg 13&

Jack Horner Creek, Oreg., discharge measurement of... 159- 

Joe Creek, Oreg., discharge measurement of.. 159 

John Day Eiver at McDonald Ferry, Oreg 25 

at Picture Gorge, near Dayville, Oreg 23- 

at Prairie City, Oreg.-. .............. 22

at Service Creek, Oreg. 2* 

Middle Fork of, at Bitter, Oreg __ 30-31 

North Fork of, at Monument, Oreg 29 

near Dale, Oreg 28- 

John Day River Basin, Oreg., discharge measurements in__ ... 158- 

gaging-station records in. 22-32

Zerby, Oreg., Illinois Eiver at 157 

Klaskanine River, North Fork of, discharge

measurement of _ 159

South Fork of, discharge measurement of. 159- 

Klickitat River at Pitt, Wash... .. 53

near Glenwood, Wash.. 62-

Lafayette, Oreg., Yamhill Elver at 86

Lake Creek (Cowlitz River Basin) near

Paokwood, Wash.. . ... 107-108-

Lake Creek (Desehutes Eiver Basin) near

Sisters, Oreg-. ___..... 60

Lake Creek (Siuslaw River Basin) at Triangle Lake, Oreg 118-

Lake Creek (Umpqua River Basin) at Diamond Lake, near Fort Klamath, 

Oreg... , . 128 

North Umpqua Eiver below. . 121
INDEX

Page 

Lakecreek, Oreg., diversions from Little

Butte Creek near.. .. ..__ 160 

Fish Lake Reservoir near. 147 

North Fork of Little Butte Creek new. 148-149 

South Fork of Little Butte Creek near.. 148 

Lapine, Oreg., Crane Prairie Reservoir near. 33 

Destitutes Rivernear. 33-36 

Little Destitutes River near.....____ 43

Lebanon, Oreg., Albany power canal near... 86 

Lewis and Clark River, Oreg., discharge

measurement of. 159 

Lewis River above Muddy River, near

Cougar, Wash.. ..._____ 96 

at Ariel, Wash........__.........__ 98

East Fork of, near Heisson, Wash 102 

near Cougar, Wash. 97 

Lewis River Basin, Wash., gaging-station

records in... _ 96-102 

Linney Creek, Oreg., Salmon River below.. 64 

Little Butte Creek, diversions from, near

Lakecreek, Oreg . . 160 

North Fork of, above Medford intake,

near Lakecreek, Oreg______ 149

at Fish Lake, near Lakecreek, Oreg. 148

South Fork of, near Lakecreek, Oreg. 146

Little Deschutes River near Lapine, Oreg 43

Little Humbug Creek, Oreg., discharge

measurement of......____.. 159

Little Nestueea River, Oreg., discharge

measurement of.._______ 169 

Little North Santiam River near Mehama,

Oreg-. _... ._.__.... 82

Little Sandy River near Bull Run, Oreg.... 69

Little Zigzag River at Twin Bridges, near

Rhododendron, Oreg______ 61 

Long Tom River at Monroe, Oreg._____ 78

M

McDonald Ferry, Oreg., John Day River at. 25

McKay Creek near Pendleton, Oreg____ 19

near Pilot Rock, Oreg__________ 17

McKay Reservoir near Pendleton, Oreg 18

McKenzie River at McEenzie Bridge, Oreg. 75

near Vida, Oreg____ ______ 76

McMinnville, Oreg., Haskins Creek near.... 87

Nestueea River near__________ 115 

Madras, Oreg., Deschutes River near____ 40 

MaO Creek, Oreg., discharge measurement

of............................... 159

Main power canal below all feeders, near

Prospect, Oreg__________ 144 

Marmot, Oreg., Sandy River near_____ 59 

Medford, Oreg., Bear Creek at..... 152

Mehama, Oreg., Little North Santiam River

near. _._..... 82

North Santiam River at.. _____. 80 

Metolius River near Orandview, Oreg___ 49 

Middle Santiam River near Foster, Oreg.... 84

Mill Creek, Oreg., discharge measurements

of................................ 159

near Prospect, Oreg __ 136 

Millieoma River, East Fork of, Oreg., discharge measurement of...... 160

West Fork of, Oreg., discharge measurement of . ___..... 160

Page 

Milton, Oreg., South Fork of Walla Walla

River near. . 18"- 

Molalla River near Canby, Oreg 88 

Monroe, Oreg., Long Tom River at 78 

Monument, Oreg., North Fork of John Day

River a*.... .................. 29>

Mossy Rock, Wash., Cowlitz River at .... 104

Muddy River near Cougar, Wash 99- 

Myrtle Point, Oreg., Middle Fork of Coctuille

River near- . 128 

North Fork of Coquffle River near 131

N

Necanicum River, Oreg., discharge measurement of 15^ 

North Fork of, discharge measurement of. 159- 

Nehalem River, Oreg., discharge measurements of 15& 

North Fork of, discharge measurement

of....... - ............... 159»

Nestueea River, Oreg., discharge measurement of. 15ft 

near McMinnville, Oreg- 115 

North Santiam River at Detroit, Oreg- 7* 

at Mehama, Oreg- 80- 

North TJmpqua River above Rock Creek,

near Glide, Oreg- 123- 

at Toketee Falls, Oreg.. __.... 122

below Lake Creek, Oreg- 121 

near Glide, Oreg . 12t

Oak Grove Fork above power plant intake,

Oreg___ . 95

discharge measurements of 15fr

Oswego Canal near Oswego, Oreg- 91

Pacific Power & Light Co.'s conduit near

Hood River, Oreg. 67 

Packwood, Wash., Clear Fork of Cowlitz

River near__ _ 106 

Cowlitz River at. 103- 

Lake Creek near . 107-108

Pendleton, Oreg., McKay Creek near. 19-

McKay Reservoir near 18

Umatilla River near . . 14

Pilot Rock, Oreg., McKay Creek near. 17"

Pistol River, Oreg., discharge measurement

of.. 161

Pitt, Wash., Klickitat River at. - 53-

Powers, Oreg., South Fork of Coquille River

at.. . 127

Prairie City, Oreg., John Day River at. 22 

Prairie power canal at. 2T 

Strawberry Creek near .. 2ftProspect, Oreg., Imnaha Creek near. 138 

main power canal near . 144 

Middle Fork of Rogue River near 140- 

Middle Fork of Rogue River power canal

near. . 141 

Mill Creek near. _.__.. 13ft 

Power canal near, discharge measurement

of... ...... . 161
166 INDEX

Page

Prospect, Oreg., Red Blanket Creek near.... 142 

Red Blanket Creek power canal near_ 143 

Rogue River above___________ 183 

Rogue River near . _ ___ 184 

South Fork of Rogue River near____ 137 

South Fork of Rogue River power canal

near..__ ..________ 189

Publications, information concerning____ 6-9

obtaining or consulting of. _______ 6-7

on stream flow, lists of__________ 7,9

Pudding River at Aurora, Oreg __ 89

R

Randle, Wash., Cispus River near_____ 100 

Bed Blanket Creek near Prospect, Oreg___ 142 

Red Blanket Creek power canal near Prospect, Oreg , 143 

Remote, Oreg., Bock Creeknear.. __ 129-130 

Rhododendron, Oreg., Little Zigzag River

near...__...________ 61 

Bieth, Oreg., Birch Creek at________ 20 

Bitter, Oreg., Middle Fork of John Day River

at..... ........... ....... 30-31

Rock Creek (CoquiUe River Basin) near Remote, Oreg. . ._ 129-130 

Bock Creek, Oreg. (Umpqua River Basin),

discharge measurement of _ 160 

Rocky Creek, Oreg., discharge measurement

of 160

Rogue River above Bybee Creek, Oreg- 132 

above Prospect, Oreg _ _ 133 

at Raygold, near Central Point, Oreg__ 135 

below South Fork of Rogue River, near

Prospect, Oreg_________ 134

discharge measurement of_______ 161

Middle Fork of, near Prospect, Oreg__ 140

power canal near Prospect, Oreg.. 141

South Fork of, above Imnaha Creek, near

Prospect, Oreg-_________ 137 

power canal near Prospect, Oreg__ 139 

Rogue River Basin, Oreg., discharge measurements in__ ___..____ 161 

gaging-station records in________ 132-157 

Ruch, Oreg., Applegate River near_____ 156 

Run-off in inches, definition of________ 2

3

;Saginaw, Oreg., Coast Fork of Willamette

River at 74 

:St. Helen, Wash., North Fork of Toutle River

at.-. 110 

Salem, Oreg., Willamette River at..___.. 73 

Salmon River at Welches, Oreg_______ 65 

below Linney Creek, Oreg_______ 64 

discharge measurement of- _______ 169 

near Government Camp, Oreg__.___ 63 

Sahnonberry River, Oreg., discharge measurement of.- ___.____ 159 

iSandy River below Bull Run- River, near

BuD Run, Oreg _____. _ 60 

near Marmot, Oreg- .._______. 59 

.Sandy River Basin, Oreg., gaging, station

records in. . __ _... 59-69

Page

Schooner Creek, Oreg., discharge measurement of_____________ 160 

Second-feet per square mile, definition of. 2 

Second-foot, definition of r_ . 2 

Service Creek, Oreg., John Day River at. 24 

Sherars Bridge, Oreg., Deschutes River at... 41 

Siletz River at Stletz, Oreg- _ 116 

Silver Lake, Wash., Toutle River near. 111 

Sisters, Oreg., Lake Creek near.. 60 

Squaw Creek near.______ 47 

Siuslaw River above Wildcat Creek, at

Austa, Oreg-__.__ - 117 

discharge measurement of. . 160 

North Fork of, discharge measurement

of-. . -:- 160

Sixes River, Oreg., discharge measurement of. 160 

Smith River, Oreg., discharge measurement

of 160

Soapstone Creek, Oreg., discharge measurement of___.____ . 169 

South Santiam River at Waterloo, Oreg 83 

South Umpqua River, Oreg., discharge

measurement of. __ 160 

Spring Creek, Oreg., discharge measurement

of 159

Springfield, Oreg., Willamette River at. 71 

Squaw Creek near Sisters, Oreg_ 47 

Stage-discharge relation, definition of . 2 

Steamboat Creek, Oreg., discharge measurements of_ ____ 160 

Still Creek near Government Camp, Oreg 62 

Strawberry Creek above South Fork, near

Prairie City, Oreg 26

discharge measurements of. . 168 

Sutton Creek, Oreg., discharge measurement

of 160

Swift Creek near Cougar, Wash... . 100

Tahkenitch River, Oreg., discharge measurement of.________--_._. 160

Tenmile Creek, Oreg. (between Columbia 

River and Umpqua River), discharge measurement of.. 160

Tenmile Creek, Oreg. (between Umpqua 

River and Rogue River), discharge measurement of 160

Terms, definition of- _ 2

The Dalles, Oreg., Columbia River at 11-12

Three Lynx Creek, Oreg., Clackamas River

above___.. . . 93

Three Rivers, Oreg., discharge measurement

of 159

Tillamook, Oreg., Trask River near. 114 

Wilson River near_ - - - 113

Tillamook River, Oreg., discharge measurement of__ ._ 169

Toketee Falls, Oreg., North Umpqua River

at 122

Toutle River near Silver Lake, Wash 111 

North Fork of, at St. Helen, Wash 110

Trap Creek, Oreg., Clearwater Biver above. 126

Trask River near Tillamook, Oreg 114
INDEX 167

Page

Triangle Lake, Oreg., Lake Creek at 118 

Tualatin River near Willamette, Oreg 90 

Ttunalo Creek near Bend, Oreg 46 

Tygh Creek, Oreg., discharge measurement

of. - 158 

Tygh Valley, Oreg., White River below 51

U

Umatilla River above Furnish Reservoir,

near Yoakum, Oreg..--. 15 

above McKay Creek, near Pendleton,

Oreg 14 

diversions from, between Furnish Reservoir and Umatilla, Oreg-- 21 

near Umatilla, Oreg_____ 16 

Umatilla River Basin, Oreg., gaging-station

records in____________ 14-21 

Umpqua River near Elkton, Oreg 119 

Umpqua River Basin, Oreg., discharge measurements in.._... 160 

gaging-station records in . 119-126

Vida, Oreg., McKenzie River near..____ 76

Walla Walla River, South Fork of, discharge

measurements of. 158 

South Fork of, near Milton, Oreg- . 13 

Walla Walla River Basin, Oreg., discharge

measurements in 158 

Walterville, Oreg., Eugene power canal near.. 77 

Wapinitia Canal, Oreg., discharge measurement of_.__ . 158 

Waterloo, Oreg., South Santiam River at . 83 

Welches, Oreg,, Salmon River at___ . 65 

White River below Tygh Valley, Oreg 51 

discharge measurements of .. 158 

White Salmon River at Husum, Wash. 58

Page 

Wildcat Creek, Oreg., discharge measurement

of... . . .... ...... left

Willamette, Oreg., Tualatin River near 90- 

Willamette River at Albany, Oreg_.. .... 72

at Salem, Oreg__ ___-__-__ 73- 

at Springfield, Oreg- 71 

Coast Fork of, at Saginaw, Oreg 74 

Willamette River Basin, Oreg., discharge

measurements in.. _ ... 158-159 

Middle Fork of, at Eula, Oreg__._.. 70 

gaging-station records in. 70-95 

Willamina Creek, Oreg., discharge measurement of_ - . 15& 

Willow Creek, Oreg., discharge measurement

of............. ..., 16*

Willow Creek Basin, Oreg., discharge measurement in 158 

Wilson River near Tillamook, Oreg- 113- 

North Fork of, discharge measurement

of - .. . . 159- 

Winchnck River, Oreg., discharge measurement of___-_____ _-- 161 

South Fork of, discharge measurement

' of .. ..... . 161

Woabink Lake, Oreg., outlet of, discharge

measurement of... 16fr

Work, authorization of.___ , . 1

division of.________ _ 10>

scope of . . 1-2

Yaehats River, Oreg., discharge measurement of I6ff 

Yamhill River at Lafayette, Oreg 86 

discharge measurement of... 158 

Yaquina River, Oreg., discharge measurement of . --. ... 160 

Yoakum, Oreg., Umatilla River near_._ 15 

Youngs River near Astoria, Oreg 112 

Youngs River Basin, Oreg., discharge measurements in.. . . ... 15ft

o