U.S. Department of the Interior

U.S. Geological Survey

Scientific Investigations Report 2009–5159

Prepared in cooperation with the 

Tennessee Department of Environment and Conservation

Streamflow-Characteristic Estimation Methods for 

Unregulated Streams of Tennessee
Cover illustration. Generalized geology-factor (GF ) delineations for Tennessee (modified from Bingham, 1986a).

JOHNSON

SULLIVAN

STEWART

HAWKINS

HANCOCK

SUMNER

ROBERTSON

CLAIBORNE MACON MONTGOMERY

PICKETT

CLAY

CAMPBELL

SCOTT

CARTER

FENTRESS

OVERTON WASHINGTON JACKSON OBION LAKE WEAKLEY HENRY GREENE TROUSDALE UNION GRAINGER

SMITH

HAMBLEN

DAVIDSON MORGAN

HOUSTON

BENTON WILSON UNICOI ANDERSON DICKSON PUTNAM

HUMPHREYS

COCKE

JEFFERSON

GIBSON

DYER KNOX CUMBERLAND

CARROLL

DE KALB

RUTHERFORD WHITE

SEVIER ROANE

WILLIAMSON

HICKMAN

CANNON

LAUDERDALE

BLOUNT WARREN

DECATUR

MAURY

HAYWOOD

RHEA PERRY

HENDERSON

VAN BUREN

MADISON BLEDSOE MEIGS

MARSHALL

COFFEE

BEDFORD

MONROE

TIPTON

MCMINN

LEWIS

LOUDON

CHESTER SEQUATCHIE GRUNDY

WAYNE

HAMILTON

LAWRENCE

GILES HARDEMAN SHELBY FAYETTE HARDIN

MOORE

MCNAIRY BRADLEY LINCOLN FRANKLIN MARION

POLK

CHEATHAM

CROCKETT

Counties of Tennessee

0 50 100 MILES

0 50 100 KILOMETERS

36 ̊

89 ̊

88 ̊ 87 ̊ 86 ̊ 85 ̊ 84 ̊ 83 ̊ 82 ̊

35 ̊
Streamflow-Characteristic Estimation Methods 

for Unregulated Streams of Tennessee

By George S. Law, Gary D. Tasker, and David E. Ladd

Prepared in cooperation with the

Tennessee Department of Environment and Conservation

Scientific Investigations Report 2009–5159

U.S. Department of the Interior

U.S. Geological Survey
U.S. Department of the Interior

KEN SALAZAR, Secretary

U.S. Geological Survey

Marcia K. McNutt, Director

U.S. Geological Survey, Reston, Virginia: 2009

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U.S. Government.

Although this report is in the public domain, permission must be secured from the individual copyright owners to 

reproduce any copyrighted materials contained within this report.

Suggested citation:

Law, G.S., Tasker, G.D., and Ladd, D.E., 2009, Streamflow-characteristic estimation methods for unregulated streams 

of Tennessee: U.S. Geological Survey Scientific Investigations Report 2009–5159, 212 p., 1 pl.

ISBN 978-1-4113-2596-8
iii

Acknowledgments

The authors gratefully acknowledge the assistance and support of Dr. Sherry Wang of TDEC. 

The authors gratefully acknowledge the work of the National StreamStats implementation team of the USGS. 

Finally, the authors thank the many hydrologic technicians of the USGS who collected and processed most of 

the streamflow data used in this investigation.
iv
v

Contents

Acknowledgments........................................................................................................................................iii

Abstract...........................................................................................................................................................1

Introduction.....................................................................................................................................................1

Purpose and Scope ..............................................................................................................................2

Previous Studies ...................................................................................................................................2

Description of Study Area ............................................................................................................................4

Streamflow Characteristics .........................................................................................................................5

Low-Flow Frequency............................................................................................................................6

Mean Annual and Mean Summer Flows ..........................................................................................6

Flow Duration.........................................................................................................................................6

Zero Flows..............................................................................................................................................6

Basin Characteristics....................................................................................................................................6

Climate Factor........................................................................................................................................8

Drainage Area .......................................................................................................................................8

Geology Factor......................................................................................................................................9

Soil Factor..............................................................................................................................................9

Soil Permeability .................................................................................................................................12

Development of Streamflow-Characteristic Datasets ..........................................................................12

Continuous-Record Sites...................................................................................................................12

Low-Flow Partial-Record Sites.........................................................................................................12

Estimation at Ungaged Sites......................................................................................................................17

Zero Flow Estimation..........................................................................................................................17

Region-of-Influence Method ............................................................................................................18

Regional Regression Equations........................................................................................................19

Comparison of Estimation by Different Methods....................................................................................21

Application of Estimation Methods...........................................................................................................21

Summary and Conclusions.........................................................................................................................23

References....................................................................................................................................................24

Appendix A. Basin and Streamflow Characteristics for Sites in This Report ................................31

Appendix B. Instructions for Use of the Stand-Alone Version of the 

Low-Flow Frequency and Flow-Duration Computer Program

 (TDECv301) for Tennessee .........................................................................................................201

Appendix C. Description of Output From the Stand-Alone Version 

of the Low-Flow Frequency and Flow-Duration Computer Program 

(TDECv301) for Tennessee ..........................................................................................................203
vi

Figures

1–2. Maps showing—

 1. Streamflow-characteristic study area, regions, and streamflow-gaging 

sites, Tennessee and parts of Kentucky, Virginia, North Carolina, 

Georgia, Alabama, and Mississippi....................................................................................3

 2. Generalized physiographic regions of Tennessee...........................................................4

3. Conceptual model of the relation of streamflow in a watershed 

with climate, drainage area, geology, and soil characteristics............................................7

4. Map showing the 2-year recurrence-interval climate factor...............................................8

5. Schematic of watershed drainage area...................................................................................8

6–8. Maps showing—

 6. Generalized distribution of the geology factor for Tennessee 

and parts of Georgia, North Carolina, Alabama, Virginia, 

Kentucky, and Mississippi..................................................................................................10

 7. Generalized distribution of the soil factor for Tennessee 

and parts of Georgia, North Carolina, Alabama, Virginia, 

Kentucky, and Mississippi..................................................................................................11

 8. Generalized distribution of soil permeability for Tennessee 

and parts of Georgia, North Carolina, Alabama, Virginia, 

Kentucky, and Mississippi..................................................................................................13

9. Output from computation of 7-day low-flow frequency estimates at a 

continuous-record gage using U.S. Geological Survey program SWSTAT ......................14

10. Output from computation of flow duration at a continuous-record gage 

using U.S. Geological Survey program SWSTAT...................................................................15

11. Graphs showing correlation of streamflow between a long-term gage 

and a low-flow partial-record site where the geology factor is 

greater at the low-flow partial-record site, and the 

geology factor is greater at the long-term gage ...................................................................16

C1. Location of stations in the region-of-influence for the 

West-region example given in table C1 ................................................................................207

C2. Location of stations in the region-of-influence for the 

Central+East region example given in table C2 ...................................................................211

Plate

[In pocket]

1. Generalized distribution of the geology factor in the study area and locations 

of streamflow-gaging sites with zero-flow and nonzero-flow characteristics, 

Tennessee and parts of Kentucky, Virginia, North Carolina, Georgia, 

Alabama, and Mississippi. 
vii

Tables

1. Descriptions of relevant streamflow characteristics for streams in Tennessee...............5

2. Basin characteristics describing physical and climatic attributes of watersheds...........7

3. Mean standard-deviation estimation equations for mean annual flow, 

mean summer flow, and flow durations at short-term gages and 

low-flow partial-record sites ....................................................................................................19

4. Regional regression equations for the West region of Tennessee....................................20

5. Regional regression equations for the Central+East region of Tennessee ......................20

6. Deleted-residual standard errors for the region-of-influence method 

and regional regression equations applied to the West region and 

Central+East region of Tennessee...........................................................................................21

7. Suggested and required regional ranges for basin characteristic inputs to the 

low-flow frequency and flow-duration computer program for Tennessee ......................22

A1. Basin and streamflow characteristics for 196 continuous-record 

gaging stations in Tennessee ...................................................................................................32

A2. Basin and streamflow characteristics for 870 low-flow partial-record 

and short-term gaging stations in Tennessee .......................................................................57

A3. Basin and streamflow characteristics for 158 continuous-record gaging 

stations in adjacent states ......................................................................................................181

C1. Low-flow frequency and flow-duration estimates for a West region site......................204

C2. Low-flow frequency and flow-duration estimates 

for a Central+East region site .................................................................................................208

Conversion Factors and Datums

Multiply By To obtain

Length

inch (in.) 25.4 millimeter (mm)

foot (ft) 0.3048 meter (m)

mile (mi) 1.609 kilometer (km)

Area

square mile (mi2

) 2.590 square kilometer (km2) 

Flow rate

cubic foot per second (ft3

/s) 0.02832 cubic meter per second (m3/s)

million gallons per day (Mgal/d) 0.04381 cubic meter per second (m3

/s) 

inch per hour (in/h) 0.0254 meter per hour (m/h)

inch per year (in/yr) 25.4 millimeter per year (mm/yr)

Temperature in degrees Fahrenheit (°F) may be converted to degrees Celsius (°C) as follows:

°C=(°F–32)/1.8

Vertical coordinate information is referenced to the National Geodetic Vertical Datum of 1929 

(NGVD 29).

Horizontal coordinate information is referenced to the North American Datum of 1927 (NAD 27).

Elevation, as used in this report, refers to the distance above the vertical datum.
viii

Selected Abbreviations

CF Climate factor having a 2-year recurrence interval, dimensionless

DA Drainage area in square miles, includes noncontributing areas in a watershed

DEM Digital elevation model

EY Equivalent years of record for a regression estimate

GF Geology factor in days per log-cycle of declining baseflow, a watershed-weighted value

GIS Geographic information system

GIS.CF GIS-computed climate factor having a 2-year recurrence interval, dimensionless

GIS.DA GIS-computed drainage area in square miles, includes noncontributing areas

GIS.GF GIS-computed geology factor in days per log-cycle of declining baseflow, a watershedweighted value

GIS.SF GIS-computed soil factor, percentage of area underlain by a soil permeability greater 

than or equal to 2 inches per hour

GIS.SP GIS-computed soil permeability in inches per hour, a watershed-weighted value

LAT Latitude

LFPR Low-flow partial-record site

LNG Longitude

LT GAGE Long-term continuous-record gage used in low-flow partial-record site correlation

MA Mean annual streamflow, October through September

MNO Map number of gaged site on Plate 1

MS Mean summer streamflow, June through August

NED National Elevation Dataset

NHD National Hydrography Dataset

NRCS U.S. Department of Agriculture, Natural Resources Conservation Service

PRESS Prediction-error sum of squares

QM Instantaneous-discharge measurement

ROI Region-of-influence

RRE Regional regression

SF Soil factor, percentage of area underlain by a soil permeability greater than or equal to 

2 inches per hour

SP Soil permeability in inches per hour, a watershed-weighted value

STANAM Station name of a gaged site

STANO Station number of a gaged site

STATSGO State Soil Geographic data base

TDEC Tennessee Department of Environment and Conservation

TDOT Tennessee Department of Transportation

USGS U.S. Geological Survey

YR Years of streamflow record

7Q10 Lowest 7-day average flow with a 10-percent probability of occurring in any given year

30Q5 Lowest 30-day average flow with a 20-percent probability of occurring in any given year
Abstract

Streamflow-characteristic estimation methods for 

unregulated rivers and streams of Tennessee were developed by the U.S. Geological Survey in cooperation with the 

Tennessee Department of Environment and Conservation. 

Streamflow estimates are provided for 1,224 stream sites. 

Streamflow characteristics include the 7‐consecutive‐day, 

10‐year recurrence-interval low flow, the 30‐consecutive‐day, 

5‐year recurrence-interval low flow, the mean annual and 

mean summer flows, and the 99.5-, 99-, 98-, 95-, 90-, 80-, 70-, 

60-, 50-, 40-, 30-, 20-, and 10-percent flow durations. Estimation methods include regional regression (RRE) equations 

and the region-of-influence (ROI) method. Both methods use 

zero‐flow probability screening to estimate zero-flow quantiles. A low flow and flow duration (LFFD) computer program 

(TDECv301) performs zero-flow screening and calculation of 

nonzero-streamflow characteristics using the RRE equations 

and ROI method and provides quality measures including the 

90‐percent prediction interval and equivalent years of record. 

The U.S. Geological Survey StreamStats geographic information system automates the calculation of basin characteristics 

and streamflow characteristics. In addition, basin characteristics can be manually input to the stand-alone version of 

the computer program (TDECv301) to calculate streamflow 

characteristics in Tennessee.

The RRE equations were computed using multivariable 

regression analysis. The two regions used for this study, the 

western part of the State (West) and the central and eastern 

part of the State (Central+East), are separated by the Tennessee River as it flows south to north from Hardin County 

to Stewart County. The West region uses data from 124 of 

the 1,224 streamflow sites, and the Central+East region uses 

data from 893 of the 1,224 streamflow sites. The study area 

also includes parts of the adjacent States of Georgia, North 

Carolina, Virginia, Alabama, Kentucky, and Mississippi. 

Total drainage area, a geology factor, a climate factor, and 

two soil factors were used as explanatory variables in the 

RRE equations. Average deleted-residual prediction errors 

for the West-region RRE equations were 18 and 123 percent for the 10‐percent flow duration and 7‐consecutive‐day, 

10‐year recurrence-interval low flow, respectively. Average 

deleted-residual prediction errors for RRE equations were 

21 and 89 percent for the same respective flow quantiles in the 

Central+East region.

The ROI method calculates unique multivariable regression equations for a site of interest using the flow and basin 

characteristics of 45 similar streamflow-data sites selected 

from the same region. These 45 sites are selected using a 

metric that measures similarity between the site of interest and 

the streamflow-data sites based on total drainage area, geology 

factor, and climate factor. The ROI method estimates streamflow characteristics using total drainage area, geology factor, 

and a soil factor as explanatory variables.

Average deleted-residual prediction errors for the 

West-region ROI equations were 18 and 125 percent for 

the 10-percent duration and 7‐consecutive‐day, 10‐year 

recurrence-interval low flow, respectively. Average deletedresidual prediction errors for ROI equations were 20 and 85 percent for the same respective flow quantiles in the Central+East 

region. In general, when compared to the RRE equations, the 

ROI method performs similarly in the West region and reduces 

streamflow-characteristic prediction errors by an average of 

about 7 percent in the Central+East region of Tennessee.

Introduction

Rivers and streams are the primary sources of drinking 

water and receptors for wastewater for citizens, businesses, 

and industries in the State of Tennessee. Improvement, protection, and sustainability of the flow and quality of these water 

resources are essential for the health of the people and environment of Tennessee.

Scientists, engineers, and water-resource managers rely 

on accurate and up-to-date streamflow data and estimates to 

characterize the natural flow of rivers and streams. Streamflow 

characteristics including low-flow frequencies, mean annual 

and mean summer flows, flow-duration characteristics of rivers and streams, and others are used in the design and maintenance of water-related structures and the study and protection 

of aquatic environments and ecosystems (U.S. Department 

of Agriculture, Forest Service, 2000; U.S. Department of 

Agriculture, Natural Resources Conservation Service, 2001; 

Tennessee Valley Authority, 2004; U.S. Fish and Wildlife Service, 2005; Association of Fish and Wildlife Agencies, 2006; 

National Park Service, 2006; U.S. Army Corps of Engineers, 

2008, 2009). Water-quality management plans and regulatory 

programs need effective techniques for estimating streamflow 

characteristics to protect the public interest (Cleland, 2007; 

U.S. Environmental Protection Agency, 2008).

Streamflow-Characteristic Estimation Methods for 

Unregulated Streams of Tennessee

By George S. Law, Gary D. Tasker, and David E. Ladd
2 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Estimates of low streamflow characteristics at ungaged 

sites are susceptible to error because of their dependence on 

geology and evapotranspiration, which are difficult to describe 

by indices (Riggs, 1972). One persistant source of error has 

been the variability in precision among cartographic data 

sources and the difficulty of reconciling data collected at a 

variety of scales. Advances in computer technology, geographic information systems, and regression techniques, however, provide new means to investigate more accurate methods 

for statewide regionalization of low-flow characteristics at 

ungaged sites (Ries and others, 2004, 2007).

The U.S. Geological Survey (USGS), in cooperation with 

the Tennessee Department of Environment and Conservation 

(TDEC), assembled a low-flow frequency and flow-duration 

(LFFD) dataset from partial record and continuous gaging 

sites and developed a computer program that uses the regionof-influence (ROI) method and regional regression (RRE) 

equations to estimate low-flow frequencies, mean annual 

and mean summer flow, and flow-duration characteristics 

for unregulated rivers and streams in Tennessee. The overall 

dataset includes statistics from 1,224 stream sites, of which 

1,017 sites were included in the computational program 

(TDECv301).

All of the 1,224 stream sites presented in Appendix A are 

located in rural to lightly developed areas of Tennessee and the 

adjacent States of Georgia, North Carolina, Virginia, Alabama, 

Kentucky, and Mississippi (fig. 1). Hydrologic data were collected at these sites by many Federal, State, and local government agencies including the USGS, National Park Service, 

U.S. Army Corps of Engineers, Tennessee Valley Authority, 

U.S. Forest Service, National Weather Service, TDEC, Tennessee Department of Transportation, Metropolitan Government of Nashville and Davidson County, cities of Memphis, 

Knoxville, Chattanooga, and others.

Purpose and Scope

This report provides basin and streamflow characteristics 

for 1,224 gaged sites in watersheds contributing to streams in 

Tennessee and documents an automated computer program 

that estimates streamflow characteristics for unregulated rivers 

and streams in Tennessee based on data from many of these 

sites. The program estimates nonzero streamflow characteristics using both the ROI method and an updated version of the 

previously published RRE method. Results of the two methods 

and their relative accuracy are compared. The computational 

algorithms used in this program deal with zero‐flow characteristics using logistic‐probability screening (Tasker, 1989).

Though the data included in this analysis are drawn 

from watersheds in other states, the estimation methods and 

equations presented in this report were developed explicitly 

for streams in Tennessee and have only been validated for Tennessee streams. Statistics for the 158 gaging stations located 

in other surrounding states were used solely to supplement 

the data available for watersheds that cross state boundaries. 

Estimates of streamflow characteristics for streams located 

outside of Tennessee may differ from other published information for those states and should be used with caution. Complimentary estimates for other States can best be obtained from 

the following reports: Alabama (Atkins and Pearman, 1994), 

Georgia (Carter and Putnam, 1978; Carter and Fanning, 1982), 

North Carolina (Giese and Mason, 1991), Virginia (Hayes, 

1991; Nelms and others, 1997), Kentucky (Ruhl and Martin, 

1991; Martin and Ruhl, 1993; Ruhl and others, 1995; Martin, 

2002), and Mississippi (Telis, 1991, 1992).

Previous Studies

Eaton (1958) computed low-flow and flow-duration 

statistics at 125 continuous-record streamgages using data 

collected through 1956. Wood and Johnson (1965) analyzed 

flow-duration and various consecutive-day mean-discharge 

characteristics for 190 continuous-record streamgages using 

data collected through 1960. May and others (1970) developed 

multivariable ordinary-least-squares estimation equations for 

various low-flow, high-flow, and runoff-volume characteristics 

at ungaged sites in Tennessee, based on data collected from 

167 streamgages through the late 1960s. During this period, 

the Tennessee Valley Authority conducted research to correlate 

hydrologic conditions in watersheds with physical characteristics using factor analysis (Tennessee Valley Authority, 

1965a, 1965b).

Gold (1981) produced a comprehensive report of flowduration and low-flow statistics for 204 continuous-record 

stations and 651 low-flow partial-record stations using data 

collected through 1975. Bingham (1985) updated the work 

of Gold (1981) by analyzing data collected through 1981 at 

201 continuous-record stations and 769 low-flow partialrecord sites. Bingham (1986a, 1986b) performed two regional 

regression analyses using data compiled in the previously 

published low-flow report (Bingham, 1985) and presented two 

sets of regionalized low-flow equations. One set of equations 

applied to streams located west of the Tennessee River in the 

western part of the State and the other set of equations to areas 

east of the Tennessee River. A limitation of Bingham’s regression method was the lack of a zero-streamflow characteristic 

testing process; consequently, Bingham’s equations commonly 

overpredict low-flow frequencies for streams with a high probability of zero flow. Bingham (1986b) developed regression 

equations for estimating winter (December–April) low-flow 

characteristics in Tennessee.

Wetzel and Bettandorff (1986) presented techniques 

for estimating streamflow characteristics in the Eastern and 

Interior Coal Provinces, which include parts of Kentucky, 

Virginia, Tennessee, and Alabama. Lowery and Connell 

(1990) documented the regional drought that occurred across 

large areas of Tennessee during the period 1986–88. Their 

report presented discharge measurements made at more than 

250 sites across the State during the summer of 1988. Many 

of those measurements represented low-flow conditions with a 

20-year recurrence interval.
Introduction

3Figure 1. Streamflow-characteristic study area, regions, and streamflow-gaging sites, Tennessee and parts of Kentucky, Virginia, North Carolina, Georgia, Alabama, and Mississippi.

KENTUCKY

ALABAMA

GEORGIA

MISSISSIPPI

SOUTH CAROLINA

NORTH

CAROLINA

ARKANSAS

MISSOURI

ILLINOIS

VIRGINIA

WEST

VIRGINIA

TENNESSEE

Streamflow-characteristicstudy area boundary

N

Base from TIGER/Line shapefiles, 2007, unspecified scale;

final map, Lambert Conformal Conic projection,

Standard parallels 35 ̊15' and 36 ̊25', central meridian 86 ̊ 0 50 100 MILES 25 75

0 50 100 KILOMETERS 25 75 EXPLANATION

Central and eastWest

Used in streamflow-characteristic computer programNot used in streamflow-characteristic computer program

STREAMFLOW-CHARACTERISTIC REGIONS

STREAMFLOW-GAGING SITE

Figure 1. Streamflow-characteristic study area, regions, and streamflow-gaging sites, Tennessee and parts of Kentucky, Virginia, North Carolina, Georgia, Alabama, and Mississippi.
4 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Outlaw and Weaver (1996) presented estimates of flowduration and low-flow characteristics for 215 continuousrecord and 1,216 low-flow partial-record stations in Tennessee using data collected through 1992. This study was an 

update of Bingham’s (1985) report using low-flow estimation 

methods developed by Bingham (1986a, 1986b) or Wetzel and 

Bettandorff (1986).

Description of Study Area

The physiography of Tennessee can be represented by 

a transect from the Mississippi River alluvial plain to the 

crest of the Blue Ridge. The topography of West Tennessee 

includes periodically flooded valley bottoms, an extensive 

loess (wind-deposited silt) plateau, and deeply gullied sand 

hills (Fenneman, 1938, 1946; Miller, 1974; Luther, 1977). 

Middle Tennessee lies primarily within the Interior Low Plateau physiographic province and includes the sinkhole plains 

of the Nashville Basin and the rolling to dissected uplands of 

the Highland Rim (Fenneman, 1938, 1946). East Tennessee 

includes the nearly flat Cumberland Plateau, incised at its margins by numerous coves and gorges, the aptly named Valley 

and Ridge physiographic province, and Tennessee’s highest 

mountains, the Unaka Range of the Blue Ridge physiographic 

province (fig. 2) (Fenneman, 1938, 1947; U.S. Geological Survey, 1970; Miller, 1974; Luther, 1977). Land-surface 

elevations in Tennessee range from about 250 feet (ft) above 

NGVD 29 along the Mississippi River in West Tennessee to 

more than 6,600 ft in the Unaka Range.

The generalized geology of Tennessee can be described 

by the dominant stratigraphy and structure in the physiographic regions (Wilson, 1981). The geology of the Mississippi River Valley region is dominated by alluvial deposits 

of sand, silt, clay, and gravel. The Coastal Plain region is 

characterized by unconsolidated beds of loess, silt, clay, sand, 

gravel, and alluvial deposits along the major river valleys. The 

geology of the Western Valley region includes alluvial deposits 

of sand, silt, clay, and gravel on the valley floor. The adjacent 

uplands and ridges consist of sands and clays underlain by 

limestone and shale.

The geology of the Highland Rim and Central Basin 

physiographic regions is dominated by gently dipping beds 

of limestone, interbedded with minor formations of dolomite, 

shale, and chert, with heterogeneous alluvium along major rivers and valley floors (Wilson, 1981). The Cumberland Plateau 

physiographic region is a tableland, on average about 500 

to 1,000 ft higher than adjacent regions, capped by layered 

sandstone, shale, and conglomerate. The Sequatchie Valley 

physiographic region consists of a 1,000-ft deep, 4-mile (mi) 

wide valley where the Sequatchie River has cut through the 

Cumberland Plateau caprock into the underlying limestone.

The Valley and Ridge physiographic region in Tennessee is a 30- to 100-mi-wide region of elongated ridges and 

intervening valleys trending in a northeast-southwest direction. Geology of the region is characterized by folded and 

fractured beds of limestone, shale, and sandstone. Folding and 

fracturing that occurred 230 to 260 million years ago resulted 

in the northeast-southwest orientation of ridges and intervening valleys (K.E. Smith, Middle Tennessee State University, 

written commun., 1993). The Blue Ridge, or Unaka Range, 

physiographic region of East Tennessee includes the mountain 

ranges, valleys, and coves of the Cherokee National Forest and 

the Great Smoky Mountains National Park. Geology of the 

northern part of the region is characterized by limestone, dolomites, and shale with exposures of igneous and metamorphic 

rocks such as tuff, rhyolite, granite, schist, and quartzite. The 

mountains to the south are mainly composed of sedimentary 

and metamorphic rocks, including sandstone, conglomerate, 

arkose, and siltstone (Wilson, 1981).

The climate of Tennessee is humid subtropical. The 

average annual temperature for Tennessee is about 57 degrees 

Fahrenheit (°F), ranging from 63 °F in Memphis to 43 °F 

in the mountains of East Tennessee (National Oceanic and 

Atmospheric Administration, 2006). Normal monthly mean 

Figure 2. Generalized physiographic regions of Tennessee (modified from Fenneman, 1938, 1946; 

U.S. Geological Survey, 1970; Miller, 1974; and Luther, 1977).

Central

Coastal Plain Basin

Western Valley

of the

Tennessee River

Sequatchie Valley

Unaka Range

(Blue Ridge)

Valley and Ridge Cumberland

Plateau

Highland

Rim

Mississippi

River

Valley
Streamflow Characteristics 5

temperatures range from January lows of 40 to 27 °F to July 

highs of 83 to 59 °F in Memphis and the mountains of East 

Tennessee, respectively. Rainfall is plentiful across the State. 

The average annual rainfall amount for Tennessee is about 

52 inches (in.) (National Oceanic and Atmospheric Administration, 2006). Annual rainfall amounts vary across the 

State from about 40 in. to about 80 in. (Daly, 2000). Most of 

Tennessee receives average annual rainfall of 50 in. to 60 in. 

Rainfall minima for the State occur in the northern part of 

the Valley and Ridge and Blue Ridge physiographic regions 

where average annual rainfall is about 45 in. Maxima for the 

State occur on the highest parts of the Cumberland Plateau and 

along the foothills and peaks of the Unaka Mountains where 

average annual rainfall totals range from 60 to 80 in.

Typically, the low-flow season in Tennessee occurs from 

late summer through fall. The months with the lowest flow 

are usually September and October (U.S. Geological Survey, 

1986). Rivers and streams in the Coastal Plain physiographic 

region generally have sustained baseflows during dry periods 

whereas those on the Cumberland Plateau commonly go dry. 

Many streams in the Central Basin physiographic region also 

go dry during long periods of little or no rainfall. Streams in 

the Highland Rim, Valley and Ridge, and Blue Ridge physiographic regions have sustained baseflows that vary between 

these extremes (Tennessee Department of Conservation and 

Commerce, 1961; Alexander and others, 1984). Average 

annual runoff for Tennessee varies from approximately 18 in. 

to 40 in. (U.S. Geological Survey, 1986) and evapotranspiration averages about 30 inches per year (in/yr) (Tennessee 

Department of Conservation and Commerce, 1961).

Streamflow Characteristics

Unregulated rivers and streams flow in predictable 

seasonal patterns. Free-flowing rivers and streams in Tennessee typically have their highest flows in winter and early 

spring and their lowest flows in late summer and fall. Many 

streams in Tennessee, especially the smaller streams, go 

dry many times throughout the year. For rivers and streams 

without streamgages, natural streamflow characteristics can 

be estimated using streamflow recorded on nearby, hydrologically similar rivers and streams as the dependent or response 

variable and basin characteristics at the sites as independent 

or explanatory variables (Riggs, 1973). The most commonly 

used basin characteristics for estimating low flows and flow 

durations are watershed drainage area and geology. Other 

commonly used basin characteristics include those describing 

watershed climate and soils.

The streamflow characteristics presented in this report are 

flow rates, typically given in cubic feet per second or million 

gallons per day, which are used to describe how much water 

can be expected in an unregulated river or stream under different conditions. These characteristics include selected low-flow 

frequencies, mean annual and mean summer flows, and flow 

durations (table 1).

Streamflow records used to compute flow characteristics 

at sites presented in this report represent unregulated-flow conditions free of the effects of large dams and reservoirs. Streamflow characteristics representing unregulated-flow conditions 

can be computed for continuous-record stations with at least 

5 years of record using the ANNIE software package (Flynn 

and others, 1995). Streamflow characteristics representing 

unregulated-flow conditions for short-term continuous-record 

gages with less than 5 years of record and for low-flow partialrecord (LFPR) stations can be computed using graphical correlation techniques that relate the short-term or LFPR site to 

a nearby, hydrologically similar long-term continuous-record 

gaging station (Searcy, 1959, 1960; Riggs, 1972). For this 

study, only continuous-record gages having at least 10 years 

of record were used as long-term gages to transfer streamflow 

characteristics to a short-term or LFPR site.

Streamflow characteristics are typically needed at sites 

where no streamflow information is available. The usual 

method for obtaining these estimates is through regional 

regression analysis relating streamflow characteristics at many 

sites to basin characteristics such as drainage area, geology, 

climate, and soils at those sites.

Table 1. Descriptions of relevant streamflow characteristics for 

streams in Tennessee.

Streamflow

characteristic Description

7Q10 Lowest 7-day average flow with a 10-percent 

probability of occurring in any given year

30Q5 Lowest 30-day average flow with a 20-percent 

probability of occurring in any given year

MA Mean-annual streamflow, October through September

MS Mean-summer streamflow, June through August

q99.5 Daily mean streamflow exceeded 99.5 percent of 

the time

q99 Daily mean streamflow exceeded 99 percent of the time

q98 Daily mean streamflow exceeded 98 percent of the time

q95 Daily mean streamflow exceeded 95 percent of the time

q90 Daily mean streamflow exceeded 90 percent of the time

q80 Daily mean streamflow exceeded 80 percent of the time

q70 Daily mean streamflow exceeded 70 percent of the time

q60 Daily mean streamflow exceeded 60 percent of the time

q50 Daily mean streamflow exceeded 50 percent of the time

q40 Daily mean streamflow exceeded 40 percent of the time

q30 Daily mean streamflow exceeded 30 percent of the time

q20 Daily mean streamflow exceeded 20 percent of the time

q10 Daily mean streamflow exceeded 10 percent of the time
6 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Low-Flow Frequency

Low-flow frequency characteristics of unregulated rivers 

and streams are used in planning and design of water supplies, 

analyzing environmental and economic impacts, modeling 

stream-water quality, regulating instream uses, and improving 

the general level of understanding of the natural and regulated stream systems (Tasker, 1987; Smakhtin, 2001). Low 

flow at a site is often characterized by an index of low flow 

computed using an adaptation of the log-Pearson Type III 

flood-frequency program described in Bulletin 17B of the 

Hydrology Subcommittee (Interagency Advisory Committee 

on Water Data, 1982) and implemented in the USGS computer 

program SWSTAT (Flynn and others, 1995).

The most widely used index of low flow in the United 

States is the 7‐day, 10‐year low flow (7Q10), which is the 

lowest average flow for 7 consecutive days that occurs on 

average once every 10 years (Riggs, 1980). Low-flow frequencies are applicable to a 1‐year period. In addition to the 7Q10, 

the 30‐day, 5‐year low flow (30Q5) is presented in this report 

(table 1). Low-flow frequency calculations are based on dailymean flows from complete climatic years of record. For this 

report, a climatic year is defined as the 12‐month period from 

April 1 to March 31 and is designated by the ending year.

Mean Annual and Mean Summer Flows

Mean annual and mean summer flows are useful for 

general planning and in water-quality models, such as the 

SPARROW model (Schwarz and others, 2006). Total maximum daily loading regulations for many waterbodies and 

water-quality constituents are based on the mean annual flow 

or mean summer flow. Mean annual and mean summer flows 

are determined by computing the mean of the individual daily 

mean discharges from the streamgage record for the specified 

period. Mean-annual flow is based on the water year from 

October 1 through September 30; mean summer flow is based 

on the period June 1 through August 31. Each of these streamflow characteristics represents the entire period of record from 

which it was computed.

Flow Duration

Flow-duration curves have been used for water-power 

studies and for preliminary investigations of water supply, 

location of industrial plants, water-quality and pollution studies, and many other purposes (Searcy, 1959; Studley, 2000, 

2001). Flow-duration characteristics describe the cumulative 

distribution of daily mean discharges recorded at a streamgage 

and show the percentage of time each daily mean discharge 

was equaled or exceeded. Typically, a minimum of 5 complete water years of record is used to compute flow-duration 

characteristics using methods described by Searcy (1959, 

1960) and Riggs (1972). Commonly used flow-duration characteristics include the 99.5-, 99-, 98-, 95-, 90-, 80-, 70-, 60-, 

50-, 40-, 30-, 20-, and 10-percent exceedence values (table 1). 

For example, the 99.5-percent flow duration is the flow rate 

exceeded 99.5 percent of the time.

Zero Flows

Zero-flow observations are commonly recorded at many 

unregulated rivers and streams in Tennessee. These observations assist scientists and planners studying ecological characteristics of ephemeral, intermittent, and perennial streams. 

Ephemeral streams are usually dry and flow only during and 

immediately after rain events. An intermittent stream flows 

more often than it is dry. These streams will commonly have 

unconnected pools during summer and fall months. A perennial stream normally has flowing water in its channel at all 

times. Previous low flow and flow duration reports for Tennessee (Gold, 1981; Bingham, 1985; Outlaw and Weaver, 1996) 

did not incorporate zero-flow estimation. Such estimation is 

useful because of the importance of very low flows for water 

supply and environmental planning.

Basin Characteristics

Basin characteristics (table 2) for each site in appended 

tables A1, A2, and A3 are quantities that describe the physical 

and climatic attributes of a watershed. Because differences in 

basin characteristics can be used to account for differences in 

streamflow characteristics of unregulated streams, these factors are used as explanatory variables in similar-group selection processes, streamflow-characteristic estimation equations, 

and hydrologic models. Automated techniques for measuring 

basin characteristics using remotely-sensed data have been 

used to improve estimates of streamflow characteristics since 

the early 1970s (Hollyday and Pluhowski, 1976).

The conceptual model (fig. 3) used for this study has 

five explanatory variables: (1) the 2-year recurrence-interval 

climate factor (CF); (2) the total drainage area (DA) of the 

watershed at the site of interest along a river or stream; (3) the 

area-weighted geology factor (GF) that describes the rate of 

baseflow recession of the river or stream; (4) the percentage 

of area underlain by soil permeability of at least 2 inches per 

hour (in/hr) (SF); and (5) the area-weighted average permeability of soil (SP).

Manual procedures used to delineate basin characteristics are subject to interpretation of topography, geology, and 

soils descriptions, and often suffer from a lack of adequate 

information for precise positioning of the basin characteristic 

boundaries and should only be used if justified. Other than DA

and CF, the basin characteristics used as explanatory variables 

were not readily available for all of the sites used in the study. 

Automated geographic information system (GIS) methods 

were used to calculate basin characteristics for all of the sites. 

Although DA and CF values were available from previous 

analyses, these characteristics were recalculated using GIS 
Basin Characteristics 7

Table 2. Basin characteristics describing physical and climatic attributes of watersheds.

[dd mm ss, degrees, minutes, seconds; mi2, square miles; in/hr, inches per hour; ---, dimensionless characteristic]

Basin 

characteristic Unit of measure Definition

Physical characteristics

LAT dd mm ss Latitude, in degrees, minutes, and seconds, at a site of interest.

LNG dd mm ss Longitude, in degrees, minutes, and seconds, at a site of interest.

DA mi2 Drainage area of the watershed, includes noncontributing areas.

GF days per log cycle 

of declining 

baseflow

Area-weighted geology factor describes streamflow-recession potential or the number of days for a 

river or stream in baseflow recession to go through one log cycle of flow. GF is an expression of the 

baseflow-recharge potential of the underlying aquifers in the watershed.

SF percent Based on the maximum of the range of permeability within each soil horizon, the soil factor is the 

percentage of area underlain by a soil permeability of at least 2 in/hr.

SP in/hr Area-weighted average of soil permeability, computed as a layer-thickness-weighted average across 

component horizons, and as an area-weighted average across map unit components.

Climatic characteristic

CF --- 2-year recurrence-interval climate factor integrates long-term rainfall and pan evaporation information 

and represents the effect of these climatic influences on streamflow.

Figure 3. Conceptual model of the relation of streamflow in a watershed 

with climate, drainage area, geology, and soil characteristics (modified 

from Bingham, 1986a).

Rainfall

Evaporation

Streamflow

Watershed

Geology

Soil
8 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

techniques to provide a consistent method for subsequent GISbased calculations. Differences in DA are shown in appended 

tables A1, A2, and A3 at the back of this report.

Use of GIS technology to provide streamflow statistics, 

basin characteristics, and other information for gaged and 

ungaged sites can save substantial effort and offers potentially 

greater precision and consistency than can be obtained by use 

of manual methods. The USGS, in cooperation with Environmental Systems Research Institute (ESRI), has developed a 

Web-enabled GIS application called StreamStats (Ries and 

others, 2004; Kolton and others, 2006; Ladd and Law, 2007; 

Ries and others, 2007), which automates the process of calculating streamflow statistics, basin characteristics, and other 

information for gaged and ungaged sites.

Currently, Tennessee StreamStats uses regression equations in the National Streamflow Statistics (NSS) program to 

calculate streamflow statistics, but it also can be used to compute the basin charactersitics for manual entry to the low-flow 

frequency and flow-duration computer program. Information 

about StreamStats and its current status is available on the 

World Wide Web at: http://water.usgs.gov/osw/streamstats/

ssonline.html.

Climate Factor

The primary climatic characteristics relevant to streamflow in a watershed are the intensity, duration, and amount 

of rainfall, as well as other meteorologic inputs that control 

evaporation and transpiration. Lichty and Liscum (1978) suggested the use of dimensionless regional climate factors (CFs) 

for multiple recurrence intervals (2, 25, and 100 year). The 

climate factor integrates long-term rainfall and pan evaporation information and represents the effect of these climatic 

influences on streamflow. Point values for CF were computed 

for 1,224 sites from isolines presented in Lichty and Karlinger 

(1990) (fig. 4) using a computational approach applied by Law 

and Tasker (2003). The point values for CF were interpolated 

to produce a uniform grid. CF values for these sites ranged 

from 2.307 to 2.445 for the West region and 2.056 to 2.460 

for the Central+East region. Climate factors for each site 

presented in this study (fig. 1; plate 1) are given in appended 

tables A1, A2, and A3 at the back of this report.

Drainage Area

The drainage area (DA) (fig. 5) of a watershed at any 

given point along a river or stream is the total land area from 

which water drains into the river or stream above the site of 

interest. In the past, all drainage areas were delineated and 

computed using manual methods. Manually computed DA

values can be input to TDECv301 if justified; however, DA

values used in this study were computed by GIS methods 

incorporated in StreamStats and may differ from manually 

computed DA values.

Tennessee’s flow-duration and low-flow frequency 

computer program includes stream sites with drainage areas 

ranging from approximately 1 to 14,400 mi2

. DA for each site 

used in the study was calculated using the Arc Hydro Tools 

extension of ArcGIS applied to the 10-meter Digital Elevation 

Models (DEMs) from the National Elevation Dataset (NED), 

the hydrologic unit code (HUC) boundary polygon feature 

Figure 4. The 2-year recurrence-interval climate factor 

(modified from Lichty and Karlinger, 1990).

Figure 5. Schematic of watershed drainage area.

2.50

2.40

2.30

2.20

2.10 KENTUCKY

TENNESSEE

MISSISSIPPI ALABAMA GEORGIA

SOUTH

CAROLINA

NORTH

CAROLINA

VIRGINIA

ARKANSAS

MISSOURI

2.45

2.35

2.25

2.15

2.50

2.50

2.40

2.45

2.35

2.30

2.25

2.20

2.15

2.10

N

EXPLANATION

TWO-YEAR RECURRENCE-INTERVAL

 CLIMATE FACTOR

Outlet

Stream

Topographic

boundary

Watershed drainage area

at the outlet.

N
Basin Characteristics 9

classes (U.S. Department of Agriculture, Natural Resources 

Conservation Service and others, 2007), and stream-feature 

classes from the National Hydrography Dataset (NHD) and 

Tennessee Department of Transportation (TDOT). Both 

manually and GIS-produced drainage areas are given for each 

stream site for comparison to previous publications. Only the 

GIS-produced values, however, are used in the low-flow frequency and flow-duration dataset in this report. DA values for 

these sites ranged from 2 to 2,405 mi2

 for the West region and 

1.3 to 14,441 mi2

 for the Central+East region. Drainage areas 

for each stream site used in this study (fig. 1; plate 1) are given 

in appended tables A1, A2, and A3 at the back of this report.

Geology Factor

Geology factor (GF) is an area-weighted streamflowrecession index (Smakhtin, 2001; Konrad, 2006), in days per 

log cycle of declining flow (flows reduced by a factor of 10) 

at baseflow conditions, at a point of interest along a river or 

stream. For continuous-record gages having at least 10 years 

of record, a graphical computation method is used to compute 

GF. Streamflow-recession curves for each gaging station are 

plotted on a semilog scale (Bingham, 1986a). The baseflow 

recession of the hydrograph is nearly straight on a semilog 

plot. A large GF value represents slow depletion of water from 

the formations and a large capacity to release water, whereas a 

small value represents fast depletion of water from the formations and a small capacity to release water.

GF integrates effects of different geologic factors in a 

watershed. Bingham (1986a) gives a detailed description of 

the theory and development of the geology factor and generalized geology factor map. Bingham mapped geology-factor 

regions for Tennessee based on streamflow hydrographs, 

contacts between geologic formations, and the types of geologic formations at land surface. Graphically-determined GF

values for 109 continuous gaging stations were compared with 

geologic and mineral-resources maps (Hardeman and others, 

1966; Tennessee Valley Authority, 1970) to delineate generalized GF boundaries. Streamflow data were not available for 

all of the formations contributing water to streamflow within 

the State; however, the entire State was mapped based on the 

assumptions that similar types of formations contribute similar 

amounts of water to streamflow and that groundwater divides 

on the shallow aquifers correspond to topographic divides.

The updated generalized geology-factor map used for 

this study (fig. 6; plate 1) was based primarily on the map 

developed by Bingham (1986a). Published geology maps for 

adjacent States (Bicker, 1969 [reprint 1985]; North Carolina 

Geological Survey, 1985; Noger, 1988; Mancini, 1989; Virginia Division of Mineral Resources, 1993; Lawton and others, 1976 [reprint 1997]) were used to extend GF regions for 

the updated map beyond Tennessee. GF regions were refined 

for the updated map in a few areas of Central+East Tennessee 

based on additional streamflow data not used by Bingham.

For development and application of the low-flow 

frequency and flow-duration computer program, GF is 

determined using GIS methods and the generalized GF map 

(fig. 6; plate 1). The GF map was scanned, georeferenced, 

digitized, and converted to a grid. For stream sites with 

watersheds that drain multiple GF areas, GF is determined 

as the area-weighted average of the sub-area GF values. GF

values for these sites ranged from 32 to 350 days per log cycle 

for the West region and 32 to 175 days per log cycle for the 

Central+East region. GF values for each site presented in this 

study are provided in appended tables A1, A2, and A3 at the 

back of this report.

Soil Factor

The soil factor (SF) of a drainage basin is the percentage 

of area underlain by soil with a permeability of at least 2 in/hr. 

Spatial and tabular data from the U.S. General Soil Map 

(U.S. Department of Agriculture, Natural Resources Conservation Service, 2006) were used to derive soil permeability 

values. The U.S. General Soil Map consists of georeferenced 

vector digital data and tabular digital data. The vector digital 

data are divided into map unit polygons. The tabular data 

include map unit subdivisions and various soil properties that 

can be related to the vector data. Tabular subdivisions of the 

map units include map unit components and map unit component horizons not shown in the vector data. The saturated 

hydraulic conductivity, or permeability, is reported as a range, 

consisting of low, representative, and high values for each 

component horizon.

For each component, the horizon with the lowest permeability was selected. Based on the high end of the reported 

permeability range, a subset of horizons with a permeability of 

at least 2 in/hr was selected from the set of lowest permeability horizons. Map-unit component percentages were summed 

for this horizon subset to calculate SF for each map unit. SF

values for map units in the study area range from 0 to 100 percent (fig. 7). The algorithm used to calculate SF in this study 

is mathematically equivalent to that used by Greene and Wolfe 

(1998) for “restrictive permeability.” The map-unit vector 

polygons in the study area were converted to a grid with SF

values, and drainage area-weighted SF values were computed 

for each site used in the study. SF values for these sites ranged 

from 2 to 98 percent for the West region and 2 to 100 percent 

for the Central+East region. SF values for each site presented 

in this study are provided in appended tables A1, A2, and A3 

at the back of this report.
10 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Figure 6. Generalized distribution of the geology factor for Tennessee and parts of Georgia, North Carolina, Alabama, Virginia, Kentucky, and Mississippi (modified from Bingham, 1986a).

N

Geology factor = 34

GEOLOGY FACTOR—Streamflow- recession potential or the number of days for a river or stream in base- flow recession to fall through one log cycle of flow

0 50 100 MILES 25 750 50 100 KILOMETERS 25 75 32

34354050

657580100120

140175250350

Geology modified from Bingham, 1986a

Base from TIGER/Line shapefiles, 2007, unspecified scale;

final map, Lambert Conformal Conic projection,

Standard parallels 35 ̊15' and 36 ̊25', central meridian 86 ̊

EXPLANATION
Basin Characteristics

11

Figure 7. Generalized distribution of the soil factor for Tennessee and parts of Georgia, North Carolina, Alabama, Virginia, Kentucky, and Mississippi (modified from Greene and Wolfe, 1998).

0 - 1920 - 4041 - 6061 - 8081 - 100

SOIL FACTOR, IN PERCENT

EXPLANATION

Base from TIGER/Line shapefiles, 2007, unspecified scale;

final map, Lambert Conformal Conic projection,Standard parallels 35 ̊15' and 36 ̊25', central meridian 86 ̊

N

0 50 100 MILES 25 750 50 100 KILOMETERS 25 75
12 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Soil Permeability

Soil permeability (SP), in inches per hour, was derived 

from the USSOILS coverage (Schwartz and Alexander, 1995). 

The USSOILS coverage was developed from STATSGO 

data (U.S. Department of Agriculture, 1994). The USSOILS 

coverage includes, among other soil properties, a soil permeability value for each map unit vector polygon, which was 

incorporated directly into this study as SP. SP was computed 

as a layer-thickness-weighted average across component 

horizons, and as an area-weighted average across map-unit 

components. SP values for map units in the study area range 

from 0.15 to 9.72 in/hr (fig. 8). The map-unit vector polygons 

in the study area were converted to a grid with SP values, and 

drainage area-weighted SP values were computed for each site 

used in the study. SP values for these sites ranged from 0.97 

to 2.44 in/hr for the West region and 0.45 to 9.72 in/hr for the 

Central+East region. SP values for each site presented in this 

study are provided in appended tables A1, A2, and A3 at the 

back of this report.

Development of StreamflowCharacteristic Datasets

Streamflow characteristics for unregulated rivers and 

streams were computed for two types of sites: (1) continuousrecord gaging stations with 5 or more years of record and 

(2) low-flow partial record sites (LFPR) and continuous-record 

sites with less than 5 years of record. At continuous-record 

sites with a minimum of 5 years of record, streamflow statistics were computed using standard USGS methods (Flynn 

and others, 1995). At LFPR and continuous-record sites with 

less than 5 years of record, streamflow characteristics were 

computed using the graphical correlation method described by 

Searcy (1959, 1960).

Continuous-Record Sites

Continuous streamflow records have been collected 

in the Tennessee River and Cumberland River basins since 

the late 1800s. Over the years, many streamflow gages were 

operated for a period of time and then discontinued. In this 

study, 354 continuous-record gaging stations with at least 

5 years of record, of which 314 gages have 10 or more years 

of record, were identified. The median watershed area for 

the continuous-record gages used in this study was 125 mi2. 

These gages are located in Tennessee and surrounding states 

and are listed in appended tables A1 and A3 at the back of this 

report. Of these sites, 196 are located in Tennessee and 158 are 

located in the States of Kentucky, Virginia, North Carolina, 

Georgia, Alabama, and Mississippi.

In general, low-flow frequency statistics at continuousrecord sites are computed using daily mean flows for all 

complete climatic years of record (fig. 9). Flow-duration 

characteristics at continuous-record gages are generally computed using daily-mean flows for all complete water years of 

record (fig. 10). Using the climatic year ensures that the annual 

low-flow period is not divided. With regard to flow-duration 

characteristics, the distinction among calendar, water, and 

climatic years is typically negligible for long records (Searcy, 

1959, 1960).

The USGS has developed computer programs for 

computing flow-duration (Searcy, 1959, 1960) and low-flow 

frequency characteristics (Jennings and Benson, 1969; Riggs, 

1972) for continuous-record gaging stations. The computer 

programs IOWDM, ANNIE, and SWSTAT (Flynn and others, 

1995) were used in this study to format input data, manage 

and display data, and compute flow-duration and low-flow 

frequency characteristics at gaged sites with 5 or more years 

of continuous-discharge record. All of these programs and user 

documentation can be downloaded from the World Wide Web 

at http://water.usgs.gov/software/surface_water.html.

Low-Flow Partial-Record Sites

During the past 100 years, non-flood discharge measurements on unregulated rivers and streams in Tennessee and 

the surrounding states have been made at many sites without 

continuous-record streamgages. Low-flow partial-record 

(LFPR) sites are locations on unregulated rivers and streams 

where a consistent program to obtain non-flood discharge 

measurements, ranging from low to high baseflow, has been 

conducted (Gold, 1980). The median watershed area for LFPR 

and short-term continuous-record gages used in this study was 

25 mi2

. These sites are located in Tennessee and are listed in 

appended table A2 at the back of this report.

Techniques for extending short-term and periodic records 

to produce long-term statistics from long-term continuousrecord streamgages generally involve calibrating the observed 

discharges at LFPR sites with at least 10 instantaneousdischarge measurements (QM) to a suitable long-term gage 

(Searcy, 1959, 1960; Hardison, 1971; Hardison and Moss, 

1972; Riggs, 1972; Tasker, 1975, 1987; Stedinger and Thomas, 

1985). For LFPR sites with fewer than 10 QM, graphical 

methods can be used to estimate streamflow characteristics 

(Searcy, 1959, 1960; Hardison and Moss, 1972; Riggs, 1972). 

The number of years of record for low-flow frequency estimates at an LFPR site is equal to the number of climatic years 

in which at least one baseflow discharge measurement was 

obtained at the site.

Graphical correlation (Searcy, 1959, 1960; Hardison and 

Moss, 1972; Riggs, 1972) and equal-yield lines were used to 

estimate flow-duration values and low-flow frequency values 

at 870 LFPR sites presented in appended table A2 at the back 

of this report. Graphical correlation involves plotting QM at 

LFPR sites with daily-mean discharges at a long-term continuous-record gage and interpolating a straight line that intersects the equal-yield line near the average flow at the longterm gage (fig. 11). These lines are then used to determine 
Development of Streamflow-Characteristic Datasets 13 Figure 8. Generalized distribution of soil permeability for Tennessee and parts of Georgia, North Carolina, Alabama, Virginia, Kentucky, and Mississippi (modified from Schwartz and Alexander, 1995). Base from TIGER/Line shapefiles, 2007, unspecified scale; final map, Lambert Conformal Conic projection, Standard parallels 35 ̊15' and 36 ̊25', central meridian 86 ̊

N

0 50 100 MILES 25 750 50 100 KILOMETERS 25 75

0.15 - 1.041.05 - 1.781.79 - 2.852.86 - 4.224.23 - 9.72

SOIL PERMEABILITY, IN INCHES PER HOUR

EXPLANATION
14 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

 Log-Pearson Type III Statistics

 SWSTAT 4.1 

 (based on USGS Program A193)

 03455000 FRENCH BROAD RIVER NEAR NEWPORT, TN 

 April 1 - start of season

 March 31 - end of season

 1904 - 2001 - time period

 7-day low - parameter

 78 - non-zero values

 0 - zero values

 20 - negative values (ignored)

 854.286 495.000 1072.571 843.571 930.143

 883.143 275.714 539.571 724.429 1615.714

 913.857 570.857 568.857 695.143 847.857

 1397.143 863.143 970.286 1261.429 853.857

 662.000 1059.714 541.429 1228.571 852.857

 730.429 1094.571 933.857 657.857 954.571

 2035.714 1274.286 671.000 611.714 578.714

 400.000 627.429 499.000 742.429 860.143

 1174.286 1165.714 1297.143 939.571 640.429

 1158.571 1021.000 995.000 1474.286 897.429

 1448.571 556.429 1164.286 1006.714 1150.000

 1370.000 1261.429 1065.857 1025.000 755.143

 1344.286 779.857 474.000 765.000 777.857

 996.000 839.571 645.286 520.857 1714.286

 875.714 1100.000 1197.143 644.429 865.286

 500.571 384.571 520.429

The following 7 statistics are based on non-zero values:

Mean (logs) 2.928

Variance (logs) 0.026

Standard Deviation (logs) 0.163

Skewness (logs) -0.326

Standard Error of Skewness (logs) 0.272

Serial Correlation Coefficient (logs) 0.259

Coefficient of Variation (logs) 0.056

 Non-exceedance Recurrence Parameter

 Probability Interval Value 

 ----------- ---------- ---------

 0.0100 100.00 324.777

 0.0200 50.00 368.713

 0.0500 20.00 443.297

 0.1000 10.00 518.973

 0.2000 5.00 623.384

 0.3333 3.00 733.158

 0.5000 2.00 865.501

 0.8000 1.25 1167.551

 0.9000 1.11 1350.236

 0.9600 1.04 1563.810

 0.9800 1.02 1711.885

 0.9900 1.01 1851.652

Figure 9. Output from computation of 7-day low-flow frequency estimates at a continuous-record gage using 

U.S. Geological Survey program SWSTAT.
Development of Streamflow-Characteristic Datasets 15

Flow duration curve

03455000 FRENCH BROAD RIVER NEAR NEWPORT, TN

1921-2000

Cases equal or

exceeding lower Cases equal or

limit and less exceeding lower

Lower than upper limit class limit

class ------------------- -------------------

limit Cases Percent Cases Percent

--------- --------- --------- --------- ---------

200.00 0 0.00 30345 100.00

230.00 8 0.03 30345 100.00

270.00 9 0.03 30337 99.97

310.00 8 0.03 30328 99.94

350.00 20 0.07 30320 99.92

400.00 71 0.23 30300 99.85

460.00 122 0.40 30229 99.62

530.00 249 0.82 30107 99.22

610.00 519 1.71 29858 98.40

710.00 668 2.20 29339 96.68

810.00 1038 3.42 28671 94.48

930.00 1548 5.10 27633 91.06

1100.00 992 3.27 26085 85.96

1200.00 2070 6.82 25093 82.69

1400.00 1981 6.53 23023 75.87

1600.00 2727 8.99 21042 69.34

1900.00 2612 8.61 18315 60.36

2200.00 2349 7.74 15703 51.75

2500.00 2087 6.88 13354 44.01

2800.00 2836 9.35 11267 37.13

3300.00 2061 6.79 8431 27.78

3800.00 1477 4.87 6370 20.99

4300.00 1303 4.29 4893 16.12

5000.00 899 2.96 3590 11.83

5700.00 691 2.28 2691 8.87

6600.00 546 1.80 2000 6.59

7600.00 391 1.29 1454 4.79

8700.00 308 1.01 1063 3.50

10000.00 755 2.49 755 2.49

5815 values were tagged missing and excluded from analysis.

Percent time value was exceeded

Flow % Flow % Flow %

---------- --- ---------- --- ---------- ---

551.03 99. 1744.97 65. 3504.94 25.

633.10 98. 1912.40 60. 3901.90 20.

786.53 95. 2086.67 55. 4483.33 15.

965.42 90. 2267.75 50. 5432.54 10.

1129.41 85. 2461.53 45. 7484.16 5.

1278.94 80. 2674.80 40. 10625.10 2.

1426.68 75. 2913.94 35. 11905.89 1.

1579.86 70. 3181.44 30.

Figure 10. Output from computation of flow duration at a continuous-record gage using U.S. Geological Survey 

program SWSTAT.
16 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Figure 11. Correlation of 

streamflow between a longterm gage and a low-flow 

partial-record site where 

(A) the geology factor is greater 

at the low-flow partial-record 

site, and (B) the geology 

factor is greater at the longterm gage.

0

0.5

1.0

1.5

2.0

0 0.5 1.0 1.5 2.0 2.5 3.0 3.5

Long-term gage: 03414500 East Fork Obey River near Jamestown, Tennessee, DA = 202 mi2, GF = 47

log10 Q

LFPR: 03418030 Spring Creek near Algood, Tenn., DA = 13.8 mi2, GF = 65

log10 Q

7Q10

90% duration

50% duration

Mean annual flow

10% duration

Graphical-fit line

Equal-yield line

0

0.5

1.0

1.5

2.0

2.5

3.0

1.5 2.0 2.5 3.0 3.5

Long-term gage: 03421000 Collins River near McMinnville, Tennessee, DA = 642 mi2, GF = 85

log10 Q

LFPR: 03420116 Rocky River at Riverview, Tenn., DA = 72.0 mi2, GF = 52

log10 Q

7Q10

90% duration

50% duration

Mean annual flow

10% duration

Equal-yield line

Graphical-fit line

A.

B.
Estimation at Ungaged Sites 17

an equivalent flow at an LFPR site for a given flow at the 

long-term gage. The equal-yield line assumes that flows at the 

LFPR site and long-term gage are proportional to drainage 

area (Searcy, 1959, 1960) and is applied above the intersection 

of the low-flow line. Although multiple long-term gages can 

be used in LFPR correlations, in all cases for this study, only 

one long-term gage was used to compute equivalent streamflow characteristics at an LFPR site.

Estimation at Ungaged Sites

A site of interest is often located on an unregulated river 

or stream where no streamflow data are available. Streamflow 

characteristics at these sites in Tennessee have been estimated 

using multivariable ordinary least-squares regression equations developed for the West region of Tennessee and the 

Central+East region of Tennessee (Bingham, 1985, 1986). 

More recently, a procedure suggested by Tasker (1989) and 

applied in Arkansas uses logistic-probability equations to 

screen for zero-flow characteristics and multivariable ordinary least-squares regression to compute nonzero-streamflow 

characteristics for different regions in the State (Ludwig and 

Tasker, 1993; Funkhouser and others, 2008). A newer estimation method, which has been applied to flood frequency (Law 

and Tasker, 2003) but not to low-flow frequency and flow 

durations is the region-of-influence method. In this report, 

logistic-probability equations are used to screen for zero-flow 

characteristics, and both the region-of-influence method and 

regional regression equations are used to estimate nonzerostreamflow characteristics. Using StreamStats and the lowflow frequency and flow-duration (LFFD) computer program 

TDECv301, there is no difference in the amount of user effort 

required to apply either the region-of-influence method or the 

regional regression equations.

Zero Flow Estimation

Zero flows at continuous-record gages are included in 

streamflow characteristics estimated by the USGS computer 

program SWSTAT (Flynn and others, 1995). SWSTAT uses 

a conditional-probability adjustment in which only nonzero 

flows are included in the log-Pearson Type III frequency fit 

(Interagency Advisory Committee on Water Data, 1982). The 

frequency fit is then adjusted downward based on the number 

of years with one or more zero-flow days. Zero-flow observations at low-flow partial-record (LFPR) sites are accounted 

for in manual computations using hydrologic comparison and 

judgment (Thomas and Stedinger, 1991).

Zero-flow observations are accomodated in the flowduration and low-flow frequency (LFFD) computer program 

for Tennessee using logistic equations that compute the probability of a zero-flow occurrence for a given streamflow characteristic at a site of interest (Ludwig and Tasker, 1993; Helsel 

and Hirsch, 2002). For each gage, the number of days with 

zero flow is computed, and a logistic regression is performed. 

The logistic regression is based on the observed probability 

of zero flow at the site and applies to the 7Q10, 30Q5, and 

99.5- to 10-percent flow durations. Logistic regression was not 

applied to the mean-annual and mean-summer flows because 

no zero flows were observed in the streamflow data for those 

streamflow characteristics. The resulting equations are:

z,7Q10 = 5.73545 – 1.52553(logDA) – 3.42930(logGF), (3)

z,30Q5 = 6.34833 – 1.56109(logDA) – 4.46114(logGF), and (4)

z,duration = 0.73705 – 1.53054(logDA) – 1.64762(logGF), (5)

where 

z is the odds ratio of obtaining a zero flow for 

the streamflow characteristic of interest,

DA is the drainage area of the site, and

GF is the area-weighted geology factor of 

the site.

The odds ratio (z) is used to estimate the probability (P) 

of a zero flow for a given streamflow characteristic as follows:

P = exp(z)/[1+exp(z)], (6)

where 

z is defined in eqs. 3, 4, and 5.

For stream sites anywhere in the study area, zero-flow 

screening is omitted for drainage areas greater than 2.5 mi2

with geology factors greater than 60. For sites in the West 

region, zero-flow screening is omitted for drainage areas 

greater than 50 mi2

 with geology factors greater than 40. For 

sites in the Central+East region, zero-flow screening is omitted 

for drainage areas greater than 100 mi2

 with geology factors 

greater than 40. In any case, if the basin does not meet the 

second condition (GF), the region-of-influence method and 

applicable regional regression equation are used to estimate 

nonzero-streamflow characteristics. A zero flow or nonzero 

flow is assigned to a given streamflow characteristic if:

P,7Q10 ≥ 0.10 (apply zero flow); 

P,7Q10 < 0.10 (compute nonzero flow);

P,30Q5 ≥ 0.20 (apply zero flow); 

P,30Q5 < 0.20 (compute nonzero flow);

P,99.5 ≥ 0.005 (apply zero flow); 

P,99.5 < 0.005 (compute nonzero flow);

P,99 ≥ 0.01 (apply zero flow); 

P,99 < 0.01 (compute nonzero flow);

P,98 ≥ 0.02 (apply zero flow); 

P,98 < 0.02 (compute nonzero flow);

P,95 ≥ 0.05 (apply zero flow); 

P,95 < 0.05 (compute nonzero flow);

P,90 ≥ 0.10 (apply zero flow); 
18 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

P,90 < 0.10 (compute nonzero flow);

P,80 ≥ 0.20 (apply zero flow); 

P,80 < 0.20 (compute nonzero flow);

P,70 ≥ 0.30 (apply zero flow); 

P,70 < 0.30 (compute nonzero flow);

P,60 ≥ 0.40 (apply zero flow); 

P,60 < 0.40 (compute nonzero flow);

P,50 ≥ 0.50 (apply zero flow); 

P,50 < 0.50 (compute nonzero flow);

P,40 ≥ 0.60 (apply zero flow); 

P,40 < 0.60 (compute nonzero flow);

P,30 ≥ 0.70 (apply zero flow); 

P,30 < 0.70 (compute nonzero flow);

P,20 ≥ 0.80 (apply zero flow); 

P,20 < 0.80 (compute nonzero flow);

P,10 ≥ 0.90 (apply zero flow); 

P,10 < 0.90 (compute nonzero flow);

where 

P,(stat) is the calculated probability of zero flow for a 

given streamflow characteristic (stat).

Region-of-Influence Method

The region-of-influence (ROI) method computes unique 

estimation equations for a site of interest by using streamflow 

and basin characteristics from a group of similar gaged sites 

selected from all the gaged sites in the same region (fig. 1; 

Appendix A). This group of sites, selected for similarity to the 

site of interest, is called the “region-of-influence” (Acreman 

and Wiltshire, 1987; Burn, 1990a,b). The similarity of a gaged 

site (i) to the site of interest (j) is based on basin characteristics 

rather than geographic distance. The mathematical formula for 

the similarity between sites i and j is defined by the Euclidean 

distance metric:

d x x X ij ik jk k k

p

= − ∑ {( ) ( )} 













 =

/ sd 2

1

1

2

, (7)

where

dij is the Euclidian distance between sites i and j

in terms of basin characteristics,

p is the number of basin characteristics used to 

calculate dij,

xik is the value of Xk at the ith site,

Xk is the kth basin characteristic, and

sd(Xk) is the sample standard deviation for Xk.

An important distinction exists between the two sets of 

basin characteristics. The first set is used to define a region-ofinfluence for a site of interest; the second set serves as explanatory variables in the predictive equations that are developed 

for the site. These two sets of basin characteristics may or may 

not be identical. In this study, the set of basin characteristics 

used to define the region-of-influence (DA, GF, and CF) is different from the set of characteristics (DA, GF, and SF) used to 

estimate streamflow characteristics at the site of interest.

Using DA, GF, and CF, the Euclidian distances or dissimilarities (dij) between a given site of interest and all the 

gaged sites are computed and ranked. The group of gaging 

stations (N) with the smallest dij composes the region-ofinfluence for the site of interest. Once the region-of-influence 

is determined, multivariable ordinary-least-squares regression 

is used to develop the predictive relations between the streamflow characteristic and the basin characteristics DA, GF, and 

SF, and estimates of the streamflow characteristics at the site 

of interest are computed.

The number (p) and identity of basin characteristics that 

are used to compute dij and the N gaged sites that compose the 

region-of-influence are specific to a given set of streamflow 

and basin characteristics. In addition to p and N, a set of basin 

characteristics also must be chosen for use as explanatory 

variables in the least-squares regression equations.

The number of gaging stations (N) and the basin characteristics that are used to define the region-of-influence for 

unregulated sites in Tennessee were selected by a computer 

program that computes prediction error for various combinations of N and basin characteristics. A measure of the quality 

of a regression equation is the prediction-error sum of squares 

(PRESS) statistic (Helsel and Hirsch, 2002). PRESS is an 

estimator of uncertainty in a regression model. The PRESS statistic uses N–1 observations to develop the equation, then estimates the value of the observation left out. The PRESS statistic 

then changes the observation left out, and repeats the process 

for each observation. The prediction errors are squared and 

summed. Minimizing PRESS means that the regression equation produces the least error when making new predictions.

The PRESS statistic was used to determine the quality of 

the region-of-influence estimates. Various combinations of N

(20 to 70 by increments of 5) and basin characteristics (DA, 

GF, CF, SF, SP) were compared to select the optimal number 

for inclusion in the ROI method as implemented in the LFFD 

computer program for Tennessee. For a given site of interest, 

the ROI method compares basin characteristics for 124 sites 

in the West region or 891 sites in the Central+East region and 

selects 45 sites having basin characteristics closest in similarity to the site of interest.

The accuracy of a streamflow-characteristic estimate, 

in equivalent years of record, is calculated by using its mean 

standard deviation from the sites in the LFFD dataset. For the 

7Q10 and 30Q5 low-flow frequencies, mean standard deviations are computed from individual site standard deviations 

derived from daily-mean discharges at continuous-record sites 

and instantaneous discharge measurements (QM) at LFPR 

sites. The individual site low-flow frequency standard deviations are included in the LFFD computer program data input 

files. For the flow-duration, mean-annual flow, and meansummer flow estimates, the mean standard deviations are 

computed from regression equations (table 3) based on data 
Estimation at Ungaged Sites 19

from 317 continuous-record gages having at least 10 years 

of record. The mean standard-deviation estimation equations for mean annual flow, mean summer flow, and flow 

durations are included in the LFFD computer program for 

Tennessee.

Equivalent years of record for a streamflow characteristic at a site of interest (EYi

), are estimated with 

the equation:

EYi = b * asigi

2 / sepi2

, (8)

where

b is a constant that is equal to 1.8211 for 

the 7Q10; 1.3542 for the 30Q5; 1.0 for 

the mean summer and mean annual 

flows, and 1.57076 for each flowduration characteristic;

asigi is the observed or estimated mean 

standard deviation for the streamflow 

characteristic from the region-ofinfluence sites; and

sepi is the standard error of prediction for a 

streamflow characteristic at a site of 

interest from OLS regression applied 

to the region-of-influence sites.

The flow-duration characteristics apply to the entire 

period of record and are approximately equal to the 

median of the annual duration points. The formula for the 

standard error of the median (SEm), assuming normality, is 

given by Stuart and Ord (1987):

SEm = (1.2533 σ) / (n)

1⁄2, (9)

where

	 σ is the standard deviation of the annual 

observations of a streamflow 

characteristic, and

n is the equivalent years of record.

Regional Regression Equations

Multivariable ordinary-least-squares regional 

regression equations are the standard method for estimating streamflow characteristics and were first applied to 

low-flow characteristics of Tennessee streams by May and 

others (1970) and Bingham (1985, 1986a,b). A regional 

regression equation is used throughout a region to estimate 

a given streamflow characteristic. To evaluate the consistency of the region-of-influence (ROI) method with previous 

methods, new regional regression equations were developed 

for Tennessee using the same general form of the equations 

as in the past but using the regions, streamflow records, and 

descriptive basin characteristics used for the ROI analysis.

Bingham (1986a) established two regions in Tennessee for the development of low-flow frequency estimation 

equations. The regions established by Bingham (1986a) are 

the West region and Central+East region of Tennessee and 

Table 3. Mean standard-deviation estimation equations for mean 

annual flow, mean summer flow, and flow durations at short-term 

gages and low-flow partial-record sites.

[See tables 1 and 2 for explanation of terms]

Streamflow 

characteristic Mean standard-deviation estimation equation

West region

MA 1.0015 – 1.760(logCF) – 0.072(logGF)

MS 1.5387 – 2.500(logCF) – 0.156(logGF)

q99.5 0.7030 – 0.056(logDA) – 0.194(logGF)

q99 0.5983 – 0.206(logGF)

q98 0.5958 – 0.206(logGF)

q95 0.5626 – 0.191(logGF)

q90 0.5360 – 0.179(logGF)

q80 0.4741 – 0.151(logGF)

q70 0.4410 – 0.134(logGF)

q60 0.4352 – 0.128(logGF)

q50 0.4270 – 0.119(logGF)

q40 0.4173 – 0.110(logGF)

q30 0.3068 – 0.097(logGF) + 0.040(logDA)

q20 1.3412 – 0.063(logGF) + 0.038(logDA) – 2.90(logCF)

q10 2.0610 – 4.800(logCF)

Central+East region

MA 0.0220 – 0.0457(logGF) + 0.561(logCF)

MS 0.6005 – 0.2720(logGF) + 0.530(logCF) – 0.0111(logDA)

q99.5 0.6154 – 0.0156(logDA) – 0.211(logGF)

q99 0.5580 – 0.2010(logGF)

q98 0.5502 – 0.1980(logGF)

q95 0.5619 – 0.2050(logGF)

q90 0.5760 – 0.2100(logGF)

q80 0.5891 – 0.2130(logGF)

q70 0.5847 – 0.2090(logGF)

q60 0.4526 – 0.2020(logGF) + 0.340(logCF)

q50 0.3248 – 0.1671(logGF) + 0.480(logCF)

q40 0.1683 – 0.1131(logGF) + 0.580(logCF)

q30 0.0352 – 0.0818(logGF) + 0.750(logCF)

q20 –0.0178 – 0.0610(logGF) + 0.770(logCF)

q10 –0.0400 – 0.0485(logGF) + 0.770(logCF)

are generally separated by the Tennessee River as it flows 

south to north from Hardin County to Stewart County. The 

new West-region equations (table 4) were developed using 

streamflow and basin characteristics from 124 data sites. The 

new Central+East-region equations (table 5) were developed 

using streamflow and basin characteristics from 891 data sites. 

Both sets of equations include statistically significant (α=0.95) 

explanatory variables selected from DA, GF, CF, SP, and SF.
20 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table 4. Regional regression equations for the West region of Tennessee.

[See tables 1 and 2 for explanation of terms]

Streamflow 

characteristic Regional regression equation

7Q10 –6.5090 + 1.1490(logDA) + 0.5950(log(GF–30)) + 2.1800(logSF)

30Q5 –5.0830 + 1.1080(logDA) + 0.5430(log(GF–30)) + 1.5700(logSF)

MA –0.9615 + 1.0052(logDA) + 0.0233(log(GF–30)) + 2.0400(logCF) + 0.1560(logSF)

MS –2.0017 + 1.0600(logDA) + 0.1130(log(GF–30)) + 0.7800(logSF)

q99.5 –6.5290 + 1.1520(logDA) + 0.5950(log(GF–30)) + 2.1700(logSF)

q99 –5.9000 + 1.1340(logDA) + 0.5710(log(GF–30)) + 1.9000(logSF)

q98 –5.4330 + 1.1200(logDA) + 0.5560(log(GF–30)) + 1.7000(logSF)

q95 –4.9590 + 1.1040(logDA) + 0.5470(log(GF–30)) + 1.5100(logSF)

q90 –4.5262 + 1.0930(logDA) + 0.5390(log(GF–30)) + 1.3300(logSF)

q80 –4.0625 + 1.0880(logDA) + 0.5070(log(GF–30)) + 1.1800(logSF)

q70 –3.4450 + 1.0780(logDA) + 0.4880(log(GF–30)) + 0.9300(logSF)

q60 –4.4100 + 1.0870(logDA) + 0.3910(log(GF–30)) + 7.2000(logCF) + 0.9100(logSP)

q50 –1.4200 + 1.0740(logDA) + 0.3490(log(GF–30)) + 0.7900(logSP)

q40 –3.6500 + 1.0640(logDA) + 0.2750(log(GF–30)) + 6.8000(logCF) + 0.6200(logSP)

q30 –3.5107 + 1.0310(logDA) + 0.2470(log(GF–30)) + 7.7000(logCF)

q20 –2.5300 + 1.0270(logDA) + 0.0920(log(GF–30)) + 6.6000(logCF)

q10 +0.3266 + 1.0340(logDA) + 0.0540(log(GF–30))

Table 5. Regional regression equations for the Central+East region of Tennessee.

[See tables 1 and 2 for explanation of terms]

Streamflow 

characteristic Regional regression equation

7Q10 –2.5017 + 1.0360(logDA) + 1.0660(log(GF–30)) – 2.6700(logCF) + 0.2740(logSP) + 0.2760(logSF)

30Q5 –1.9755 + 1.0310(logDA) + 0.8700(log(GF–30)) – 2.3200(logCF) + 0.2990(logSP) + 0.1950(logSF)

MA –0.7733 + 1.0142(logDA) + 2.5400(logCF) + 0.1650(logSP)

MS +0.1420 + 1.0448(logDA) + 0.2120(log(GF–30)) – 2.1400(logCF) + 0.2320(logSP)

q99.5 –2.6200 + 1.0360(logDA) + 1.0490(log(GF–30)) – 2.2600(logCF) + 0.2780(logSP) + 0.2660(logSF)

q99 –2.3088 + 1.0360(logDA) + 0.9800(log(GF–30)) – 2.4200(logCF) + 0.2560(logSP) + 0.2240(logSF)

q98 –2.1383 + 1.0350(logDA) + 0.9180(log(GF–30)) – 2.3600(logCF) + 0.2660(logSP) + 0.2130(logSF)

q95 –1.8705 + 1.0400(logDA) + 0.8290(log(GF–30)) – 2.2300(logCF) + 0.3030(logSP) + 0.1660(logSF)

q90 –1.6084 + 1.0450(logDA) + 0.7270(log(GF–30)) – 2.0500(logCF) + 0.3390(logSP) + 0.1300(logSF)

q80 –0.9644 + 1.0510(logDA) + 0.5810(log(GF–30)) – 2.1200(logCF) + 0.3360(logSP)

q70 –0.6203 + 1.0530(logDA) + 0.4420(log(GF–30)) – 2.0400(logCF) + 0.3310(logSP)

q60 –0.3668 + 1.0510(logDA) + 0.3190(log(GF–30)) – 1.7600(logCF) + 0.3140(logSP)

q50 –0.2626 + 1.0477(logDA) + 0.2110(log(GF–30)) – 1.0800(logCF) + 0.2820(logSP)

q40 –0.3341 + 1.0394(logDA) + 0.1230(log(GF–30)) + 0.2720(logSP)

q30 –0.3031 + 1.0274(logDA) + 0.0671(log(GF–30)) + 0.8600(logCF) + 0.2430(logSP) – 0.0390(logSF)

q20 –0.1389 + 1.0145(logDA) + 1.2900(logCF) + 0.2060(logSP) – 0.0480(logSF)

q10 –0.0624 + 1.0131(logDA) – 0.0364(log(GF–30)) + 1.9600(logCF) + 0.1410(logSP) – 0.0610(logSF)
Application of Estimation Methods 21

Comparison of Estimation by 

Different Methods

The relative accuracy of the ROI method and the regional 

regression (RRE) equations was evaluated using the deletedresidual standard error (S(–)). S(–) for a regression method is 

the square root of the average prediction error sum of squares, 

(PRESS÷N)1/2, where N is the number of residuals summed to 

produce the PRESS statistic. S(–) is used to compare the predictive ability of regression methods with differing degrees of 

freedom. The deleted-residual standard error for a regression 

method in percent (%S(–)) is computed as follows:

%S(–) = 100((e5.3026(PRESS÷N) – 1)1⁄2). (10)

The PRESS statistic was previously described in the 

“Region-of-Influence Method” section of this report. Comparison of the %S(–) values indicates that, overall, the ROI method 

is similar in accuracy to the RRE equations in the West region 

and substantially more accurate in the Central+East region 

(table 6). The number of sites is much less in the West region 

than in the Central+East region. Moreover, the degree of 

regional variation is less in the West region, so the advantages 

of a sliding “region” with N equal to 45 are reduced. The total 

variation encompassed by 840 sites in the larger Central+East 

region of the State is more than the variation encompassed by 

140 sites in the West region of the State, so region-of-influence 

groupings may be more important and significant in the 

Central+East region.

Application of Estimation Methods

Suggested procedures for obtaining low-flow frequencies 

and flow durations at sites of interest on unregulated streams 

and rivers in Tennessee are as follows.

• Determine the latitude (LAT) and longitude (LNG), in 

degrees, minutes, and seconds, of the site of interest.

• Be aware of the suggested and required ranges for 

basin characteristics input to the low-flow and flowduration computer program (table 7).

• Go to the World Wide Web at http://water.usgs.gov/

osw/streamstats/index.html and determine basin characteristics DA, GF, CF, SP, and SF at the site of interest 

using StreamStats, or manually if justified.

• Use either StreamStats or the stand-alone version of 

the low-flow frequency and flow-duration computer 

program (TDECv301) to compute streamflow statistics. Detailed instructions for the use of TDECv301 are 

given in Appendix B.

Table 6. Deleted-residual standard errors for the region-of-influence method and regional regression equations applied 

to the West region and Central+East region of Tennessee.

[Number of sites in the region-of-influence for both regions is 45; number of sites in West region is 124; number of sites in Central+East region 

is 891; Stat, streamflow characteristics, defined in table 1; %S(–), deleted-residual standard error in percent; ROI, region-of-influence method; 

RRE, regional-regression equations; ROI CHANGE, the percent error change when comparing the ROI method to the RRE equations]

West Tennessee region Central+East Tennessee region

Stat ROI

%S(–)

RRE

%S(–)

ROI change 

(percent) Stat ROI%S(–)

RRE

%S(–)

ROI change 

(percent)

7Q10 124.8 123.0 –1.53 7Q10 84.6 89.0 +4.90

30Q5 94.4 93.5 –.87 30Q5 67.7 70.2 +3.55

MA 12.6 13.1 +3.85 MA 22.3 25.6 +12.84

MS 38.5 38.3 –.50 MS 37.1 43.1 +13.90

q99.5 122.6 121.5 –.93 q99.5 83.4 86.4 +3.52

q99 105.7 104.7 –.90 q99 74.9 78.0 +3.97

q98 97.5 96.4 –1.15 q98 69.4 72.2 +3.79

q95 91.4 90.5 –1.00 q95 63.9 66.3 +3.62

q90 86.5 85.8 –.86 q90 57.6 60.2 +4.82

q80 80.8 79.6 –1.43 q80 50.1 54.0 +7.25

q70 75.9 75.0 –1.19 q70 45.9 50.7 +9.54

q60 70.0 69.2 –1.25 q60 43.5 48.7 +10.58

q50 58.2 57.0 –2.17 q50 37.8 42.9 +11.82

q40 47.9 46.9 –2.12 q40 32.1 36.1 +11.14

q30 36.9 36.6 –.90 q30 25.6 28.3 +9.52

q20 27.2 27.4 +.61 q20 22.3 23.3 +4.30

q10 17.8 17.7 –.70 q10 19.8 20.8 +4.56

Average –.77 Average +7.24
22 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

The low-flow frequency and flow-duration computer 

program can be applied to ungaged sites or continuous-record 

gages. Equivalent years of record for the regression estimate 

is weighted by the number of years of record at the gage to 

improve the accuracy of streamflow characteristics at the gage. 

Equivalent years of record is the number of years of gage 

record at a site needed to achieve an estimate of equal accuracy to the regression estimate. However, the equivalent years 

of record for regression estimates at a gage is usually small in 

comparison to the years of observed streamflow record at the 

gage, making the adjustment small in most cases.

Several points to consider when estimating flow durations, mean annual and mean summer flows, and low-flow 

frequencies of rivers and streams in Tennessee are as follows.

• Determine that the stream or river is not regulated by 

large dams and reservoirs. If regulated by large dams 

and reservoirs, streamflow-characteristic estimation 

methods presented in this report should not be used to 

make estimates of current conditions.

• Search for streamgage information at the site of interest. If present, this information should be weighted 

with the regression estimates.

• Search for streamgage information for nearby gages 

on the same stream. If present, this information should 

be combined with the regression estimate using the 

methods presented in this section.

Streamflow characteristic estimates suitable for design 

purposes at gaged sites can best be determined by a combined 

use of gaging-station data and regression estimates. The suggested procedure is to compute the desired streamflow characteristic by weighting the regression estimate with the gage 

estimate. The weighted value is based on the years of record 

at a continuous-record gage or LFPR site and the equivalent 

years of record for the regression estimate for the gaged site. 

The years of record at a gaged site and the equivalent years of 

record for the regression estimate at the gaged sites in Tennessee (Appendix A) are combined to compute the weighted 

streamflow value at the gaged site (eq. 11).

Qt(w) = (Qt(g)YR + Qt(r)EY) ÷ (YR + EY), (11)

where

Qt(w) is the weighted discharge at the gaging 

station or LFPR site for a given 

streamflow characteristic;

Qt(g) is the streamflow characteristic determined 

from the streamflow record at the gaging 

station or LFPR site;

YR is the number of years of record at the 

gaging station or the number of years that 

discharge measurements were made at an 

LFPR site (appendix table A2);

Qt(r) is the streamflow characteristic determined 

using the region-of-influence method at the 

gaging station or LFPR site; and

EY is the equivalent years of record for the 

regression estimate (see Appendix A if 

at a gaging station or LFPR site), or the 

computer-program (TDECv301) output 

(see examples provided in Appendix C).

Streamflow-characteristic estimates at an ungaged site 

that is on the same stream as a gaging station or LFPR site 

can be determined by using a combination of the regression 

estimate for the ungaged site and the station estimate for the 

nearby gaging station or LFPR site. In order to make the 

appropriate adjustment, first compute the ratio

R = Qt(w) ÷ Qt(r) (12)

for the gaged site or LFPR site by using Qt(w) and Qt(r) as 

defined for equation 11. Next, a correction factor, R', is computed as follows:

R' = R – (ΔDA(R–1) ÷ 0.5DAg), (13)

where

ΔDA is the absolute value of the difference 

between the total drainage areas of the 

gaging station or LFPR site and the 

ungaged site, and

DAg is the total drainage area of the gaging station 

or LFPR site.

Table 7. Suggested and required regional ranges for basin 

characteristic inputs to the low-flow frequency and flow-duration 

computer program for Tennessee.

[See table 2 for description of basin characteristics]

Basin 

characteristic

West-region 

ranges

Central+East-region 

ranges

Lower Upper Lower Upper

Suggested ranges

DA 2.00 2,405 1.30 14,441

Required ranges

GF 32 350 32 175

CF 2.307 2.455 2.056 2.460

SP .97 2.44 .45 9.72

SF 2 98 2 100

Basin characteristic units

DA square miles, mi2

GF days per log cycle of declining baseflow

CF dimensionless

SP inches per hour, in/hr

SF percent
Summary and Conclusions 23

If ΔDA÷DAg is less than 0.5, then the corrected discharge 

for the ungaged site, Qt

(corr), can be computed by multiplying the correction factor, R', by the regression estimate for the 

ungaged site (Qt

(r)) determined by the region-of-influence 

method. If ΔDA÷DAg

 is greater than 0.5, or no streamflow 

data are available, then use the regression estimates from the 

computer program without correction.

At times, streamflow-characteristic estimates may be 

needed for an ungaged site that is between two gaging stations, two LFPR sites, or a gaging station and LFPR site on the 

same stream. In these cases, select the gaging station or LFPR 

site for which ΔDA÷DAg is less than 0.5, compute R', and 

apply as described in the previous paragraph. If ΔDA÷DAg

 is 

less than 0.5 for the gaging station and the LFPR site, compute 

R' for each. If both correction factors are greater than 1.0, use 

the larger R'; if both correction factors are less than 1.0, use 

the smaller R'. If one correction factor is greater than 1.0 and 

the other smaller than 1.0, an average of the two correction 

factors should be used.

Summary and Conclusions

Streamflow characteristics of unregulated rivers and 

streams are used by Federal, State, regional, and local agencies 

for a variety of purposes. Streamflow information is required 

for the design and day-to-day operations of river-basin 

management districts, water-supply facilities, wastewatertreatment plants, and environmental planning and regulatory 

activities. Water-resources managers, engineers, and scientists 

often are called upon to estimate flow-duration, mean annual 

flow, mean summer flow, and low-flow frequency characteristics of unregulated rivers and streams. Commonly, the streamflow characteristics are needed at sites where streamflow has 

not been measured. For these sites, streamflow characteristics 

must be estimated using regional-regression methods or discharge measurements collected during a selected period.

A low flow and flow duration (LFFD) computer program that uses the region-of-influence (ROI) method and 

regional-regression (RRE) equations to estimate low-flow 

frequency characteristics, mean annual flow, mean summer 

flow, and flow-duration characteristics of unregulated rivers and streams in Tennessee has been developed by the U.S. 

Geological Survey, in cooperation with the Tennessee Department of Environment and Conservation. The LFFD computer 

program provides estimates of the 7‐consecutive-day, 10‐year 

recurrence-interval and 30‐consecutive-day, 5‐year recurrenceinterval low-flow frequencies, mean-annual and mean-summer 

flows, and the 99.5-, 99-, 98-, 95-, 90-, 80-, 70-, 60-, 50-, 40-, 

30-, 20-, and 10-percent flow durations for a site of interest. 

The LFFD computer program includes zero-flow probability 

screening and adjustment procedures for these streamflow 

characteristics. Methods for weighting regression estimates 

with gaging-station and low-flow partial-record site estimates 

are provided. The computer program was developed using 

hydrologic and basin characteristics from 1,224 sites in and 

near a two-region study area.

Zero-flow observations are included in the LFFD computer program for Tennessee using logistic equations that 

compute the probability of a zero-flow occurrence for a given 

streamflow characteristic at a site of interest. The logistic 

equations were computed using data from 102 continuousrecord streamgages with at least 10 years of record, a drainage 

area less than 320 square miles (mi2

), and a geology factor less 

than or equal to 65. The zero-flow adjustment procedure is 

applied in the West region of Tennessee if drainage area is less 

than 50 mi2 and geology factor is less than 40 or if drainage 

area is less than 2.5 mi2 and geology factor is less than 60. The 

low-flow adjustment procedure is applied in the Central+East 

region of Tennessee if drainage area is less than 100 and geology factor is less than 40 or if drainage area is less than 2.5 

and geology factor is less than 60. If the zero-flow probability 

and conditions for a given streamflow site and characteristic 

are not met, then the region-of-influence method and applicable regional regression equation are used to estimate the 

nonzero-streamflow characteristic.

The ROI method calculates unique multivariable regression equations for a site of interest using the flow and basin 

characteristics of 45 similar streamflow-data sites selected 

from the same region. These 45 sites are selected using a 

metric that measures similarity between the site of interest and 

the streamflow-data sites based on total drainage area, geology 

factor, and climate factor. The ROI method estimates streamflow characteristics using total drainage area, geology factor, 

and a soil factor as explanatory variables.

The RRE equations were computed using multivariable 

regression analysis. The two regions used for this study are 

separated by the Tennessee River as it flows south to north 

from Hardin County to Stewart County. The West region 

west of the Tennessee River uses data from 124 of the 1,224 

streamflow sites, and the Central+East region uses data from 

893 of the 1,224 streamflow sites. The study area also includes 

parts of the adjacent States of Georgia, North Carolina, 

Virginia, Alabama, Kentucky, and Mississippi. Total drainage 

area, a geology factor, a climate factor, and two soil factors 

are basin characteristics used as explanatory variables in the 

RRE equations. Average deleted-residual prediction errors 

for the West-region RRE equations were 18 and 123 percent for the 10‐percent flow duration and 7‐consecutive‐day, 

10‐year recurrence-interval low flow, respectively. Average 

deleted-residual prediction errors for RRE equations were 21 

and 89 percent for the same respective flow quantiles in the 

Central+East region.

Average deleted-residual prediction errors for the 

West-region ROI equations were 18 and 125 percent for 

the 10-percent duration and 7‐consecutive‐day, 10‐year 

recurrence-interval low flow, respectively. Average deletedresidual prediction errors for ROI equations were 20 and 

85 percent for the same respective flow quantiles in the 

Central+East region. In general, when compared to the RRE 

equations, the ROI method performs similarly in the West 

region and reduces prediction errors by an average of about 

7 percent in the Central+East region of Tennessee.
24 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

References

Acreman, M.C., and Wiltshire, S.E., 1987, Identification of 

regions for regional flood frequency analysis [abs.]: EOS, 

v. 68, no. 44, p. 1262.

Alexander, F.M., Keck, L.A., Conn, L.G., and Wentz, S.J., 

1984, Drought-related impacts on municipal and major 

self-supplied industrial water withdrawals in Tennessee—

Parts A and B: U.S. Geological Survey Water-Resources 

Investigations Report 84–4074, 16 and 398 p., respectively.

Association of Fish and Wildlife Agencies, 2006, National 

Fish Habitat Action Plan, accessed May 2007 at 

http://fishhabitat.org, 27 p.

Atkins, J.B., and Pearman, J.L., 1994, Low-flow and flowduration characteristics of Alabama streams: U.S. Geological Survey Water-Resources Investigations Report 93–4186, 

264 p.

Bicker, A.R., Jr., comp., 1969 [reprint 1985], Geologic map 

of Mississippi: Mississippi Geological Survey, 1 sheet, 

scale 1:500,000.

Bingham, R.H., 1982, Low-flow characteristics of Alabama 

streams: U.S. Geological Survey Water-Supply Paper 2083, 

27 p.

Bingham, R.H., 1985, Low flows and flow duration of Tennessee streams through 1981: U.S. Geological Survey WaterResources Investigations Report 84–4347, 325 p.

Bingham, R.H., 1986a, Regionalization of low-flow characteristics of Tennessee streams: U.S. Geological Survey WaterResources Investigations Report 85–4191, 63 p.

Bingham, R.H., 1986b, Regionalization of winter low-flow 

characteristics of Tennessee streams: U.S. Geological Survey Water-Resources Investigations Report 86–4007, 88 p.

Burn, D.H., 1990a, An appraisal of the “region of influence” 

approach to flood frequency analysis: Hydrological Science 

Journal, v. 35, no. 2, p. 149–165.

Burn, D.H., 1990b, Evaluation of regional flood frequency 

analysis with a region of influence approach: Water 

Resources Research, v. 26, no. 10, p. 2257–2265.

Carter, R.F., and Fanning, J.D., 1982, Monthly low-flow 

characteristics of Georgia streams: U.S. Geological Survey 

Open-File Report 82–560, 81 p.

Carter, R.F., and Putnam, S.A., 1978, Low-flow frequency of 

Georgia streams: U.S. Geological Survey Water-Resources 

Investigations Report 77–127, 104 p.

Cleland, B., 2007, TMDL development from the “bottom 

up”—Part IV—Connecting to storm water management 

programs: Seattle, WA, U.S. Environmental Protection 

Agency, 28 p.

Daly, Chris, 2000, United States average annual precipitation, 

1961–1990, in National Atlas of the United States, accessed 

November 2007 at http://www.nationalatlas.gov/HELP/faq.

html#fourteen.

Daniel, J.F., 1976, Estimating ground-water evapotranspiration 

from streamflow records: Water Resources Research, v. 12, 

no. 3, p. 360–364.

Eaton, W.R., 1958, Summary of flow duration and low flow 

at stream-gaging stations in Tennessee: U.S. Geological 

Survey Open-File Report, 129 p.

Eng, Kenny, Tasker, G.D., and Milly, P.C.D., 2005, An 

analysis of region-of-influence methods for flood regionalization in the Gulf-Atlantic Rolling Plains: Journal of 

the American Water Resources Association, v. 41, no. 1, 

p. 135–143.

Fenneman, N.M., 1938, Physiography of the eastern United 

States: New York, McGraw-Hill, 714 p.

Fenneman, N.M., 1946, Physical divisions of the 

United States: U.S. Geological Survey special map, 

scale 1:7,000,000.

Ferguson, C.C., 1970, Geologic map of the Huntingdon quadrangle, Tennessee: Tennessee Department of Conservation, 

Division of Geology, Map GM 9-SW, scale 1:24,000.

Flynn, K.M., Hummel, P.R., Lumb, A.M., and Kittle, J.L., 

Jr., 1995, User’s manual for ANNIE, version 2, a computer 

program for interactive hydrologic data management: 

U.S. Geological Survey Water-Resources Investigations 

Report 95–4085, 211 p.

Funkhouser, J.E., Eng, K., and Moix, M.W., 2008, Low-flow 

characteristics and regionalization of low-flow characteristics for selected streams in Arkansas: U.S. Geological 

Survey Scientific Investigations Report 2008–5065, 161 p.

Giese, G.L., and Mason, R.R., Jr., 1991, Low-flow characteristics of streams in North Carolina: U.S. Geological Survey 

Open-File Report 90–399, 2 sheets.

Gold, R.L., 1980, Low flow measurements of Tennessee 

streams: State of Tennessee, Department of Conservation, 

Division of Water Resources series no. 14, 362 p.

Gold, R.L., 1981, Low-flow frequency and flow duration 

of Tennessee streams: U.S. Geological Survey Open-File 

Report 78–807, 361 p.

Greene, D.C., and Wolfe, W.J., 1998, Superfund GIS—Soil 

thickness, permeability, texture, and classification in 

Tennessee, accessed November 2007, at http://water.usgs.

gov/GIS/metadata/usgswrd/XML/statsoil.xml.

Hardeman, W.D., Miller, R.A., and Swingle, G.D., comps., 

1966, Geologic map of Tennessee: Tennessee Division of 

Geology, 4 sheets, scale 1:250,000.
References 25

Hardison, C.H., 1971, Prediction error of regression estimates 

of streamflow characteristics at ungaged sites in Geological 

Survey Research 1971: U.S. Geological Survey Professional 

Paper 750–C, p. C228–C236.

Hardison, C.H., and Moss, M.E., 1972, Accuracy of lowflow characteristics estimated by correlation of base-flow 

measurements: U.S. Geological Survey Water-Supply 

Paper 1542–B, 21 p.

Hayes, D.C., 1991, Low-flow characteristics of streams in 

Virginia: U.S. Geological Survey Water-Supply Paper 2374, 

69 p.

Helsel, D.R., and Hirsch, R.M., 2002, Statistical methods in 

water resources: U.S. Geological Survey Techniques of 

Water-Resources Investigations, book 4, chap. A3, 510 p.

Hollyday, E.F., and Pluhowski, E.J., 1976, Improving estimates of streamflow characteristics, in ERTS-1, a new 

window on our planet: U.S. Geological Survey Professional 

Paper 929, p. 136–138.

Interagency Advisory Committee on Water Data, 1982, Guidelines for determining flood flow frequency: U.S. Geological 

Survey, Office of Water Data Coordination Bulletin 17B, 

186 p.

Jennings, M.E., and Benson, M.A., 1969, Frequency curves 

for annual flood series with some zero flow events or 

incomplete data: Water Resources Research, v. 5, no. 1, 

p. 276–280.

King, P.B., 1964, Geology of the central Great Smoky Mountains, Tennessee: U.S. Geological Survey Professional Paper 

349–C, 148 p., 13 pl.

Kolton, G.F., Kula, S.P., and Puskas, B.M., 2006, A 

streamflow statistics (StreamStats) web application for 

Ohio: U.S. Geological Survey Scientific Investigations 

Report 2006–5312, 62 p.

Konrad, C.P., 2006, Longitudinal hydraulic analysis of 

river-aquifer exchanges: Water Resources Research, v. 42, 

W08425, doi: 10.1029/2005WR004197.

Ladd, D.E., and Law, G.S., 2007, Tennessee StreamStats—A 

web-enabled geographic information system application for 

automating the retrieval and calculation of streamflow statistics: U.S. Geological Survey Fact Sheet 2007–3081, 2 p.

Law, G.S., and Tasker, G.D., 2003, Flood-frequency prediction methods for unregulated streams of Tennessee, 2000: 

U.S. Geological Survey Water-Resources Investigations 

Report 03–4176, 79 p.

Lawton, D.E., Marsalis, W.E., and others, 1976 [reprint 1997], 

Geologic map of Georgia: Georgia Geological Survey map, 

1 sheet, scale 1:500,000.

Lichty, R.W., and Karlinger, M.R., 1990, Climate factor for 

small-basin flood frequency: Water Resources Bulletin, 

v. 26, no. 4, p. 577–586.

Lichty, R.W., and Liscum, Fred, 1978, A rainfall-runoff modeling procedure for improving estimates of T-year (annual) 

floods for small drainage basins: U.S. Geological Survey 

Water-Resources Investigations Report 78–7, 44 p.

Locke, A.G.H., Stainaker, C.B., Zellmer, S.B., Williams, K., 

Beecher, H.A., Richards, T.A., Robertson, C.A., Wald, A.R., 

Paul, A.J., and Annear, T.C., 2009, Integrated approaches to 

riverine resource stewardship—Case studies, science, law, 

people, and policy: Instream Flow Council, 430 p.

Lowery, J.F., and Connell, J.F., 1990, Low flows during the 

1988 drought in Tennessee: U.S. Geological Survey WaterResources Investigations Report 89–4149, 1 sheet.

Ludwig, A.H., and Tasker, G.D., 1993, Regionalization of 

low-flow characteristics of Arkansas streams: U.S. Geological Survey Water-Resources Investigations Report 93–4013, 

19 p.

Luther, E.T., 1977, Our restless earth—The geologic regions 

of Tennessee: Knoxville, University of Tennessee Press, 

94 p.

Mancini, E.A., 1989, Geologic map of Alabama: Geological Survey of Alabama Special Map 221, 1 sheet, 

scale 1:500,000.

Martin, G.R., 2002, Estimating mean annual streamflow of 

rural streams in Kentucky: U.S. Geological Survey WaterResources Investigations Report 02–4206, 35 p.

Martin, G.R., and Ruhl, K.J., 1993, Regionalization of 

harmonic-mean streamflows in Kentucky: U.S. Geological 

Survey Water-Resources Investigations Report 92–4173, 47 p.

May, V.J., Wood, G.H., and Rima, D.R., 1970, A proposed 

streamflow-data program for Tennessee: U.S. Geological 

Survey Open-File Report 70–219, 102 p.

McMaster, W.M., and Hubbard, E.F., 1970, Water resources 

of the Great Smoky Mountains National Park, Tennessee 

and North Carolina: U.S. Geological Survey Hydrologic 

Atlas 420, 2 sheets, scale 1:250,000.

Miller, R.A., 1974, The geologic history of Tennessee: Tennessee Division of Geology Bulletin 74, 63 p.

National Oceanic and Atmospheric Administration, 2006, 

Climatological data annual summary for Tennessee, 2006, 

v. 111, no. 13, 36 p.

National Park Service, 2006, Fact Sheet—Water Resources 

Division planning program, accessed May 2007 at http://

www.nature.nps.gpv/water/planning, 2 p.
26 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Nelms, D.L., Harlow, G.E., Jr., and Hayes, D.C., 1997, Baseflow characteristics of streams in the Valley and Ridge, the 

Blue Ridge, and the Piedmont physiographic provinces of 

Virginia: U.S. Geological Survey Water-Supply Paper 2457, 

48 p., 1 pl.

Noger, M.C., comp., 1988, Geologic map of Kentucky: 

U.S. Geological Survey, 1 sheet, scale 1:500,000.

North Carolina Geological Survey, 1985, Geologic map of 

North Carolina: North Carolina Department of Natural 

Resources and Community Development, North Carolina 

Geological Survey, scale 1:500,000.

Outlaw, G.S., and Weaver, J.D., 1996, Flow duration and low 

flows of Tennessee streams through 1992: U.S. Geological 

Survey Water-Resources Investigations Report 95–4293, 

245 p.

Parks, W.S., 1974, Geologic map of the Palmer Shelter quadrangle, Tennessee: Tennessee Department of Conservation, 

Division of Geology, Map GM 10-NW, scale 1:24,000.

Ries, K.G., III, Atkins, J.B., Hummel, P.R., Gray, M., Dusenbury, R., Jennings, M.E., Kirby, W.H., Riggs, H.C., Sauer, 

V.B., and Thomas, W.O., Jr., 2007, The National Streamflow Statistics program—A computer program for estimating streamflow statistics for ungaged sites: Techniques of 

Water-Resources Investigations of the U.S. Geological 

Survey, book 4, chap. A6, 37 p.

Ries, K.G., III, Steeves, P.A., Coles, J.D., Rea, A.H., and 

Stewart, D.W., 2004, StreamStats—A U.S. Geological Survey Web application for stream information: U.S. Geological Survey Fact Sheet 2004–3115, 4 p.

Riggs, H.C., 1964, The base-flow recession curve as an indicator of ground water: International Association of Scientific 

Hydrology Publication 63, p. 352–363.

Riggs, H.C., 1972, Low-flow investigations: Techniques of 

Water-Resources Investigations of the U.S. Geological 

Survey, book 4, chap. B1, 18 p.

Riggs, H.C., 1973, Regional analyses of streamflow characteristics: Techniques of Water-Resources Investigations of the 

U.S. Geological Survey, book 4, chap. B3, 15 p.

Riggs, H.C., 1980, Characteristics of low flows: Journal of the 

Hydraulics Division, American Society of Civil Engineers, 

v. 106, no. HY5, p. 717–731.

Rorabaugh, M.I., Simons, W.D., Garrett, A.A., and McMurtrey, R.G., 1966, Exploration of methods of relating ground 

water to surface water—Columbia River basin first phase, 

with a section on Direct computation of ground-water 

outflow by electric analog by B.H. Bermes: U.S. Geological 

Survey Open-File Report, 124 p.

Ruhl, K.J., Burns, R.J., Martin, G.R., and Allgeier, D.P., 

1995, Flow duration of Kentucky streams through 1990—

Historical and monthly flow characteristics including the 

effects of reservoirs: U.S. Geological Survey Open-File 

Report 95–353, 291 p.

Ruhl, K.J., and Martin, G.R., 1991, Low-flow characteristics of Kentucky streams: U.S. Geological Survey WaterResources Investigations Report 91–4097, 50 p.

Schwarz, G.E., and Alexander, R.B., 1995, State Soil Geographic (STATSGO) data base for the conterminous 

United States (ed. 1.1): U.S. Geological Survey Open-File 

Report 95–449, Arc 7.0 coverage.

Schwarz, G.E., Hoos, A.B., Alexander, R.B., and Smith, R.A., 

2006, The SPARROW surface water-quality model—

Theory, application and user documentation: U.S. Geological Survey Techniques and Methods Report 6–B3, 248 p. 

and CD-ROM.

Searcy, J.K., 1959, Flow-duration curves: U.S. Geological 

Survey Water-Supply Paper 1542–A, 33 p.

Searcy, J.K., 1960, Graphical correlation of gagingstation records: U.S. Geological Survey Water-Supply 

Paper 1541–C, 100 p.

Smakhtin, V.U., 2001, Low flow hydrology—A review: 

Journal of Hydrology, v. 240, p. 147–186.

Stedinger, J.R., and Thomas, W.O., Jr., 1985, Low-flow 

frequency estimation using base-flow measurements: 

U.S. Geological Survey Open-File Report 85–95, 22 p.

Stuart, Alan, and Ord, J.K., 1987, Kendall’s advanced theory 

of statistics (5th ed.): New York, Oxford University Press, 

p. 332.

Studley, S.E., 2000, Estimating flow-duration curves for 

selected ungaged sites in the Cimarron and Lower Arkansas 

River basins in Kansas: U.S. Geological Survey WaterResources Investigations Report 00–4113, 43 p.

Studley, S.E., 2001, Estimating flow-duration curves for 

selected ungaged sites in Kansas: U.S. Geological Survey 

Water-Resources Investigations Report 01–4142, 90 p.

Tasker, G.D., 1975, Combining estimates of low-flow characteristics of streams in Massachusetts and Rhode Island: 

Journal of Research of the U.S. Geological Survey, v. 3, 

no. 1, p. 107–112.

Tasker, G.D., 1987, A comparison of methods for estimating 

low flow characteristics of streams: Water Resources Bulletin, v. 23, no. 6, p. 1077–1083.

Tasker, G.D., 1989, Regionalization of low flow characteristics using logistic and GLS regression, in Kavvas, M.L., ed., 

New directions for surface water modeling: IAHS Publication no. 181, p. 323–331.
References 27

Tasker, G.D., Hodge, S.A., and Barks, C.S., 1996, Region 

of influence regression for estimating the 50-year flood 

at ungaged sites: Water Resources Bulletin, v. 32, no. 1, 

p. 163–170.

Telis, P.A., 1991, Low-flow and flow-duration characteristics 

of Mississippi streams: U.S. Geological Survey WaterResources Investigations Report 90–4087, 214 p.

Telis, P.A., 1992, Techniques for estimating 7-day, 10-year 

low-flow characteristics for ungaged sites on streams in 

Mississippi: U.S. Geological Survey Water-Resources 

Investigations Report 91–4130, 143 p.

Tennessee Department of Conservation and Commerce, 1961, 

Tennessee’s water resources: Division of Water Resources, 

128 p.

Tennessee Valley Authority, 1965a, Design of a hydrologic 

condition survey using factor analysis: Tennessee Valley 

Authority, Division of Water Control Planning, Hydraulic 

Data Branch, Research Paper no. 5 [variously paged].

Tennessee Valley Authority, 1965b, The Upper Bear Creek 

Experimental Project, 1962–1964: Knoxville, TN, 

Tennessee Valley Authority, 49 p.

Tennessee Valley Authority, 1970, Mineral resources of the 

Tennessee Valley Region: Tennessee Valley Authority, 

Division of Water Control Planning, Geologic Branch, 

map report.

Tennessee Valley Authority, 2004, Reservoir Operations Plan, 

accessed May 2006 at http://www.tva.gov/environment/

reports/ros_eis/index.htm [variously paged].

Thomas, W.O., Jr., and Stedinger, J.R., 1991, Estimating 

low-flow characteristics at gaging stations and through the 

use of base-flow measurements, in Kirby, W.H., and Tan, 

W.Y., comps., Proceedings of the United States—People’s 

Republic of China Bilateral Symposium on Droughts and 

Arid-Region Hydrology, September 16–20, 1991, Tuscon, 

Arizona: U.S. Geological Survey Open-File Report 91–244, 

p. 215–219.

Trainer, F.W., and Watkins, F.A., Jr., 1975, Geohydrologic reconnaissance of the upper Potomac River basin: 

U.S. Geological Survey Water-Supply Paper 2035, 68 p.

U.S. Army Corps of Engineers, 2008, Value to the Nation 

brochure—Environment, accessed May 2009 at http://www.

vtn.iwr.usace.army.mil, 5 p.

U.S. Army Corps of Engineers, 2009, Value to the Nation 

brochure—Lands and waters, accessed May 2009 at 

http://www.vtn.iwr.usace.army.mil, 5 p.

U.S. Department of Agriculture, 1994, State Soil Geographic 

(STATSGO) data base, CD-ROM.

U.S. Department of Agriculture, Forest Service, 2000, Water 

& The Forest Service: Washington, DC, 26 p.

U.S. Department of Agriculture, Natural Resources Conservation Service, 2001 (revised), Stream corridor inventory and 

assessment techniques, accessed May 2007 at http://www.

wsi.nrcs.usda.gov, 30 p.

U.S. Department of Agriculture, Natural Resources Conservation Service, 2006, Digital General Soil Map of U.S. (version 2), tabular digital data and vector digital data, accessed 

June 2007 at http://datagateway.nrcs.usda.gov.

U.S. Department of Agriculture, Natural Resources Conservation Service, the U.S. Geological Survey, and the U.S. Environmental Protection Agency, 2007, Watershed Boundary 

Dataset (WBD), tabular digital data and vector digital data, 

accessed June 2007 at http://datagateway.nrcs.usda.gov.

U.S. Environmental Protection Agency, 2008, Handbook 

for developing watershed plans to restore and protect our 

waters, accessed May 2008, at http://www.epa.gov/owow/

nps/watershed_handbook, 400 p.

U.S. Fish and Wildlife Service, 2005, Wetlands status and 

trends—A step-down strategic plan, accessed May 2007 at 

http://www.fws.gov/wetlands/StatusAndTrends/index.html, 

16 p.

U.S. Geological Survey, 1970, The national atlas of the United 

States of America: Washington, DC, U.S. Geological Survey, p. 59.

U.S. Geological Survey, 1986, National water summary 

1985—Hydrologic events and surface-water resources: 

U.S. Geological Survey Water-Supply Paper 2300, 506 p.

Virginia Division of Mineral Resources, 1993, Geologic 

map of Virginia: Commonwealth of Virginia, Department of Mines, Minerals, and Energy, Division of Mineral 

Resources, 1 sheet, scale 1:500,000.

Wetzel, K.L., and Bettandorff, J.M., 1986, Techniques for 

estimating streamflow characteristics in the Eastern and 

Interior Coal Provinces of the United States: U.S. Geological Survey Water-Supply Paper 2276, 80 p., 1 pl.

Wilson, R.L., 1981, Guide to the geology along the interstate 

highways in Tennessee: Tennessee Division of Geology 

Report of Investigations 39, 79 p.

Wood, G.H., and Johnson, A.M.F., 1965, Flow characteristics 

of Tennessee streams, part A, summaries of flow duration 

and of low and high flows at gaging stations in Tennessee: 

Tennessee Division of Water Resources, 326 p.

Appendixes A–C

A. Basin and streamflow characteristics for sites in this report ............................................31

B. Instructions for use of the stand-alone version of the low-flow frequency 

and flow-duration computer program (TDECv301) for Tennessee ...................................201

C. Description of output from the stand-alone version of the low-flow frequency and 

flow-duration computer program (TDECv301) for Tennessee...........................................203

Appendix A. Basin and Streamflow Characteristics for Sites in This Report 31

Appendix A. Basin and Streamflow Characteristics for Sites in This Report

Basin and streamflow characteristics for sites given in this report are presented in this appendix. This appendix contains 

three tables containing selected groupings of sites. The first table (table A1) presents basin and streamflow characteristics for 

196 continuous-record gaging stations in Tennessee. The second table (table A2) presents basin and streamflow characteristics 

for 870 low-flow partial-record and short-term gaging stations in Tennessee. The third table in this appendix (table A3) presents 

basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.

Abbreviations used in tables A1–A3

DA Drainage area in square miles, includes noncontributing areas in a watershed

GIS Geographic information system

GIS.CF GIS-computed climate factor having a 2-year recurrence interval, dimensionless

GIS.DA GIS-computed drainage area in square miles, includes noncontributing areas

GIS.GF GIS-computed geology factor in days per log-cycle of declining baseflow, a watershed-weighted value

GIS.SF GIS-computed soil factor, percentage of area underlain by a soil permeability greater than or 

 equal to 2 inches per hour

GIS.SP GIS-computed soil permeability in inches per hour, a watershed-weighted value

LAT Latitude 

LNG Longitude 

MA Mean annual streamflow, October through September

MNO Map number of gaged site on Plate 1

MS Mean summer streamflow, June through August 

STANAM Station name of a gaged site

STANO Station number of a gaged site

YR Years of streamflow record

7Q10 Lowest 7-day average flow with a 10-percent probability of occurring in any given year

30Q5 Lowest 30-day average flow with a 20-percent probability of occurring in any given year
32 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee. [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Central and East Tennessee region 36 03407908 36°20′10′′ 84°27′06′′ NEW RIVER AT CORDELL (1, 2) 198 199 32 2.235 62 3.48 10 3.79 10.5 418 166 3.16 4.62 6.32 9.88 17.6 38.2 67.3 111 170 241 335 523 1030 0.73 3.21 362 138 0.74 1.29 2.17 4.31 8.80 20.9 42.2 78.0 133 209 304 467 847 0.81 2.27 341 96.5 0.82 1.15 1.65 2.83 5.15 11.7 25.1 50.1 96.3 173 275 466 806 0.85 1.20 10.6 13.0 0.34 0.40 0.46 0.59 0.97 1.95 3.25 5.38 7.64 7.80 10.1 9.63 10.5 37 03408000 36°23′03′′ 84°31′43′′ NEW RIVER NEAR NEW RIVER (1, 2) 314 314 32 2.234 57 3.62 12 0.83 3.20 622 234 1.20 1.61 2.47 4.86 10.3 26.5 61.4 121 218 347 507 793 1440 0.96 4.49 573 217 0.96 1.72 2.98 6.13 13.0 31.6 66.1 125 214 335 487 744 1348 1.29 3.63 547 158 1.31 1.84 2.64 4.55 8.35 19.2 41.2 82.1 158 282 446 750 1294 1.00 1.37 10.9 13.5 0.40 0.47 0.53 0.68 1.13 2.26 3.69 5.88 7.97 7.73 9.75 9.49 10.5 38 03408500 36°23′08′′ 84°33′17′′ NEW RIVER AT NEW RIVER (1) 382 383 32 2.234 56 3.67 61 0.59 4.22 724 262 0.52 1.04 2.37 6.99 17.3 42.1 81.4 145 255 410 606 938 1669 1.43 6.32 696 263 1.40 2.44 4.19 8.56 17.5 41.5 84.9 157 268 414 599 908 1636 1.59 4.46 670 194 1.60 2.26 3.24 5.60 10.3 23.7 51.0 102 195 348 549 920 1586 1.16 1.57 12.6 15.9 0.44 0.53 0.59 0.76 1.28 2.59 4.23 6.58 8.70 8.15 10.2 9.71 10.8 39 03409500 36°23′18′′ 84°37′49′′ CLEAR FORK NEAR ROBBINS (1, 2) 272 272 34 2.233 33 3.31 60 1.59 4.76 469 159 2.03 2.87 3.77 6.16 10.8 24.2 46.2 87.7 156 255 390 610 1101 1.22 3.56 486 164 1.28 1.81 2.62 4.97 9.37 22.8 46.8 92.1 168 273 413 636 1141 1.96 5.01 466 154 1.97 2.70 3.74 6.19 10.8 23.9 46.7 85.7 153 258 403 654 1114 1.02 1.40 11.5 14.0 0.40 0.47 0.53 0.67 1.11 2.25 3.73 6.10 8.48 8.19 10.4 9.96 10.9 45 03414500 36°24′58′′ 85°01′35′′ E FORK OBEY R NR JAMESTOWN (1, 2) 202 201 44 2.262 34 2.95 50 5.27 8.42 414 123 5.49 6.17 7.43 10.5 14.9 25.0 44.4 85.4 155 247 360 550 979 3.89 6.63 349 112 4.01 4.50 5.45 8.20 11.8 21.3 36.0 62.4 111 189 290 450 798 5.16 10.3 348 139 5.09 6.41 8.19 12.1 18.4 33.9 55.6 87.9 139 214 316 478 790

1.08 1.40 7.18 7.60 0.49 0.51 0.53 0.66 0.83 1.10 1.37 1.71 5.42 5.63 7.08 7.52 8.48

 46 03415000 36°23′49′′ 85°10′28′′

W FORK OBEY RIVER NR ALPINE (1, 2) 114 115 51 2.268 54 2.09 29

3.09 4.50 156 49.9 3.24 3.50 4.01 4.93 6.35 10.2 16.2 27.1 46.5 79.5 131 207 3643.65 6.06 191 72.0 3.59 4.23 5.22 6.97 9.47 15.2 23.7 37.5 66.5 104 157 246 4364.57 8.11 188 77.6 4.46 5.40 6.67 9.15 13.0 21.1 32.8 49.7 76.4 115 166 248 4120.76 0.92 5.02 6.34 0.48 0.48 0.50 0.58 0.69 0.89 1.10 1.38 3.53 3.25 5.09 7.10 7.40

 47 03415500 36°32′09′′ 85°10′13′′ OBEY RIVER NEAR BYRDSTOWN (1) 445 445 50 2.264 47 2.36 24

13.6 21.1 745 307 13.6 15.4 17.8 24.0 34.0 59.0 102 177 298 456 661 999 176514.6 23.1 722 272 14.7 16.7 19.7 27.0 37.7 63.1 101 162 266 425 642 973 167217.6 31.7 752 325 17.2 20.9 26.0 36.4 52.6 88.7 139 211 323 479 685 1006 1658

1.11 1.51 6.37 8.81 0.61 0.71 0.82 1.13 1.54 2.28 3.12 4.07 5.02 5.40 6.13 7.00 8.19
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report33

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 48 03416000 36°33′37′′ 85°04′23′′ WOLF RIVER NEAR BYRDSTOWN (1, 2) 106 106 52 2.260 50 2.04 48

5.36 8.11 189 68.1 5.49 6.06 7.16 8.99 12.3 18.4 27.0 43.6 72.4 111 162 243 4233.60 5.89 175 67.5 3.60 4.17 5.06 6.78 9.18 14.7 22.8 36.2 62.5 96.9 146 225 3954.32 7.62 170 71.8 4.20 5.10 6.28 8.59 12.1 19.8 30.6 46.1 70.3 105 152 226 3750.67 0.81 4.91 6.50 0.51 0.50 0.52 0.59 0.70 0.87 1.07 1.34 3.50 3.21 5.23 7.01 7.06

 49 03417500 36°33′14′′ 85°30′50′′ CUMBERLAND RIVER AT CELINA (1) 7306 7309 41 2.272 61 2.41 20

154 265 11100 5273 175 208 241 329 483 1070 1870 3087 5020 7530 10600 13800 16900284 497 11532 5714 283 345 429 605 890 1615 2600 3994 6028 8623 11744 16446 26631181 354 12999 5315 178 224 287 425 656 1186 2032 3303 5346 8204 11648 17133 28695

1.96 2.88 7.59 15.5 1.66 2.38 2.62 3.11 4.33 6.97 8.18 7.79 10.2 10.7 13.9 15.4 8.76

 50 03418000 36°20′27′′ 85°25′35′′ ROARING RIVER NEAR HILHAM (1, 2) 78.7 75.1 61 2.276 72 1.56 43

3.91 5.83 111 48.4 3.50 4.17 4.88 6.20 8.20 13.2 19.5 28.3 42.5 63.4 93.3 145 2513.22 4.99 119 47.7 3.12 3.55 4.31 5.68 7.41 11.6 17.2 25.4 44.1 66.5 99.7 152 2664.40 7.03 117 49.9 4.25 4.98 5.97 7.71 10.3 15.2 22.4 32.5 48.5 71.1 101 150 2500.51 0.68 5.42 5.40 0.48 0.50 0.53 0.60 0.68 0.77 1.00 1.25 3.10 3.08 4.14 6.10 7.39

 51 03418500 35°53′28′′ 85°13′05′′ CANEY FORK RIVER AT CLIFTY (1, 2) 111 112 32 2.286 11 3.34 18

0.09 0.26 213 44.4 0.11 0.12 0.15 0.48 1.27 4.66 12.3 29.4 66.2 120 194 297 5340.13 0.40 198 48.6 0.14 0.21 0.30 0.60 1.16 3.89 10.3 24.2 51.3 96.6 155 247 4650.26 0.84 200 49.9 0.27 0.40 0.59 1.09 2.12 5.98 12.9 25.9 50.8 94.1 164 288 5190.80 1.39 8.97 4.84 0.40 0.45 0.51 0.69 0.94 1.63 2.48 3.22 3.80 3.70 5.77 5.90 8.57

 52 03419000 35°46′00′′ 85°15′13′′ BEE CREEK AT HERBERT (1, 2) 101 101 32 2.288 11 3.72 6

0.00 0.25 202 47.7 0.00 0.00 0.00 0.50 0.86 4.22 12.4 27.6 56.3 95.6 161 267 4810.13 0.38 182 44.7 0.14 0.20 0.29 0.57 1.06 3.53 9.38 22.1 47.0 88.1 142 225 4240.24 0.78 185 46.2 0.25 0.37 0.55 1.02 1.99 5.60 12.0 24.2 47.3 87.7 153 267 4790.78 1.32 8.51 4.85 0.36 0.41 0.46 0.62 0.90 1.61 2.45 3.19 3.72 3.66 5.71 5.90 8.62

 53 03420000 35°54′31′′ 85°28′46′′ CALFKILLER R BELOW SPARTA (1, 2) 175 173 61 2.292 53 2.08 30

17.1 22.3 369 133 16.3 18.1 21.7 25.4 31.8 47.4 68.3 97.2 149 230 338 510 883

8.35 12.7 285 115 8.22 9.30 11.0 14.3 18.9 28.8 43.4 66.7 108 169 254 383 656

10.2 16.8 292 126 9.94 11.7 14.1 18.8 25.7 39.7 58.5 84.8 126 183 261 380 627

0.59 0.65 5.37 10.0 0.55 0.55 0.56 0.63 0.74 0.91 1.14 1.49 5.18 5.96 5.96 6.75 8.26

 54 03420500 35°40′03′′ 85°52′55′′ BARREN FORK NR TROUSDALE (1) 126 126 138 2.336 37 0.98 25

37.4 43.1 218 105 32.2 36.4 39.1 43.0 49.6 57.8 65.8 79.7 98.4 130 179 251 41130.0 38.9 239 127 27.9 30.8 34.2 40.5 48.4 60.9 74.7 94.7 124 164 221 302 48119.4 25.5 195 94.6 18.6 20.7 23.1 27.2 32.3 43.6 54.2 68.7 92.3 125 175 245 413

1.08 1.00 3.88 1.98 0.97 0.99 1.02 1.05 1.16 1.20 1.19 1.35 1.52 2.00 2.79 4.10 9.07

 55 03421000 35°42′32′′ 85°43′46′′ COLLINS RIVER NR McMINNVILLE (1) 642 641 77 2.336 46 2.39 77

65.9 85.1 1180 463 64.0 68.9 75.6 92.4 114 162 233 345 534 774 1090 1620 266081.0 108 1144 491 74.8 83.7 94.8 116 140 191 258 355 504 738 1034 1499 253958.6 90.3 1180 535 57.1 65.4 77.1 101 135 201 281 386 549 780 1089 1522 2481

1.98 2.20 5.85 6.81 2.03 2.31 2.24 2.50 2.89 3.37 3.83 4.08 4.60 4.94 6.47 8.35 12.8
34 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 56 03421500 35°46′39′′ 85°41′40′′ COLLINS RIVER NEAR ROWLAND (1) 755 755 83 2.305 47 2.19 8

93.3 125 1523 876 91.3 105 118 148 187 280 423 602 845 1120 1500 2050 3381

105 146 1361 700 97.1 111 127 159 196 274 372 503 697 956 1301 1819 2916

80.1 120 1326 656 77.6 88.4 103 133 174 255 351 475 661 916 1255 1731 2799

2.02 2.00 4.09 4.13 1.80 2.02 1.85 1.89 2.09 2.33 2.54 2.66 3.10 3.28 4.24 5.81 9.68

 57 03423000 36°04′38′′ 85°31′17′′ FALLING WATER R NR COOKEVILLE (1) 67.0 66.3 68 2.287 75 1.67 23

2.65 4.25 111 40.2 2.01 2.41 3.38 4.63 6.02 9.32 15.3 24.0 37.6 58.2 87.3 136 2553.06 4.73 102 43.0 2.93 3.37 4.04 5.28 6.86 10.5 15.5 22.2 39.0 58.7 87.9 133 2294.88 7.51 106 46.0 4.71 5.42 6.43 8.15 10.6 15.2 21.7 30.9 45.1 65.2 92.1 134 2220.70 0.74 4.16 3.91 0.74 0.68 0.67 0.68 0.76 0.87 0.97 1.10 2.64 2.50 3.28 4.22 5.63

 58 03424730 36°05′14′′ 85°54′29′′ SMITH FORK AT TEMPERANCE HALL (1, 2) 214 214 44 2.315 36 1.40 11

10.2 15.5 315 134 11.5 12.4 14.2 18.4 23.2 32.6 49.5 75.3 110 163 235 357 659

5.27 8.52 377 108 5.32 6.05 7.22 10.1 14.1 24.0 39.5 66.5 115 204 315 484 8584.27 8.43 347 119 4.24 5.40 6.86 9.84 14.6 26.7 44.2 71.2 117 186 286 448 7890.74 1.20 11.2 4.39 0.54 0.59 0.64 0.89 1.31 2.05 2.70 3.36 3.45 4.07 7.37 8.13 10.7

 59 03425000 36°14′53′′ 85°57′19′′ CUMBERLAND RIVER AT CARTHAGE (1) 10691 10692 47 2.308 58 2.32 26

459 690 16633 7437 479 528 604 765 1110 2000 3260 5090 7950 11900 16600 24700 42700640 1016 16465 9023 634 742 880 1184 1674 2866 4376 6430 9339 12928 17172 23604 37632399 724 19757 8318 393 480 599 858 1274 2177 3518 5443 8494 12720 17834 25569 42697

1.44 2.11 4.88 8.33 1.35 1.96 2.13 2.48 3.22 4.54 4.90 4.88 5.99 6.36 8.06 9.90 8.25

 60 03425500 36°10′49′′ 86°14′29′′ SPRING CREEK NEAR LEBANON (1, 2) 35.3 35.2 32 2.314 10 0.57 6

0.00 0.00 62.0 20.7 0.00 0.00 0.00 0.00 0.11 0.71 2.68 6.75 13.8 23.9 37.9 62.2 1380.00 0.16 63.9 17.4 0.00 0.00 0.13 0.21 0.36 1.18 3.22 7.74 16.6 29.3 47.8 77.0 1470.00 0.14 47.9 9.68 0.00 0.00 0.11 0.19 0.34 0.96 2.08 4.34 9.11 17.6 33.2 63.4 1301.14 1.96 5.64 3.98 0.47 0.53 0.63 0.80 0.96 2.12 3.16 3.05 2.82 3.08 4.49 6.93 9.47

 61 03426000 36°22′14′′ 86°37′00′′ DRAKES CR AB HENDERSONVILLE (1, 2) 19.2 19.1 46 2.313 67 2.25 6

0.00 0.11 24.5 4.56 0.00 0.00 0.00 0.20 0.35 0.95 1.77 3.29 5.20 11.4 18.9 31.1 52.60.69 1.19 29.8 11.2 0.66 0.78 0.97 1.36 1.85 2.99 4.53 6.77 10.3 16.0 24.1 37.5 65.60.55 1.02 32.3 10.9 0.54 0.66 0.83 1.14 1.65 2.68 4.32 6.83 11.0 17.5 26.4 41.3 69.90.47 0.79 5.19 5.21 0.41 0.44 0.51 0.66 0.83 1.14 1.86 2.72 3.14 3.75 4.40 5.45 8.53

 62 03426800 35°49′41′′ 86°04′36′′ E FORK STONES R AT WOODBURY (1) 39.1 39.0 92 2.324 55 2.03 25

4.70 6.41 66.6 29.5 4.14 4.55 5.32 6.56 8.16 11.5 15.3 20.6 27.9 37.6 52.9 78.9 1404.29 5.85 61.7 25.6 4.11 4.55 5.16 6.28 7.63 10.1 13.2 17.6 25.0 35.9 53.8 80.9 1364.41 6.40 66.4 29.7 4.26 4.77 5.53 6.85 8.66 11.9 15.9 21.4 29.8 42.1 59.5 84.7 1380.68 0.68 1.89 2.02 0.87 0.80 0.83 0.87 0.97 1.16 1.26 1.33 1.37 1.58 2.65 4.02 6.40

 63 03427000 35°55′39′′ 86°17′25′′ BRADLEY CREEK AT LASCASSAS (1, 2) 37.0 37.4 32 2.321 15 0.63 6

0.00 0.08 62.4 18.9 0.00 0.00 0.00 0.15 0.23 0.94 2.91 6.31 12.7 22.6 37.5 62.0 1300.00 0.18 64.3 16.2 0.00 0.00 0.14 0.23 0.38 1.27 3.33 7.51 15.6 28.2 47.3 78.2 1480.00 0.17 52.2 10.5 0.00 0.00 0.13 0.22 0.39 1.05 2.27 4.74 9.93 19.2 35.7 67.7 1371.10 1.91 6.02 4.00 0.47 0.54 0.64 0.82 1.01 2.23 3.13 3.04 2.87 3.16 4.73 7.24 9.87
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report35

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 64 03427500 35°55′06′′ 86°20′02′′ E FORK STONES R NR LASCASSAS (1, 2) 262 262 46 2.321 32 1.10 37

4.90 9.97 453 129 4.64 5.71 7.46 11.2 16.2 27.3 43.4 69.2 117 189 297 506 9966.79 10.7 474 144 6.75 7.61 8.85 12.5 18.0 31.2 52.1 88.7 159 287 415 628 10915.46 10.5 411 141 5.41 6.90 8.67 12.3 17.9 32.7 53.1 84.6 138 218 337 527 9410.57 0.78 10.1 5.02 0.54 0.58 0.64 0.89 1.31 2.11 3.03 4.27 4.81 6.79 9.78 10.4 13.1

 65 03428000 35°49′20′′ 86°25′03′′ W F STONES R NR MURFREESBORO (1, 2) 128 128 33 2.360 22 0.65 37

0.00 0.93 206 60.4 0.00 0.63 0.86 1.51 2.89 6.95 14.5 26.6 49.8 85.8 140 228 4800.35 1.12 215 51.7 0.36 0.55 0.79 1.46 2.56 6.63 14.6 29.7 55.0 98.6 164 265 4900.33 0.89 190 40.0 0.33 0.49 0.69 1.12 1.93 4.71 9.68 19.2 38.8 72.9 131 238 4751.28 1.92 11.4 3.92 0.66 0.80 0.95 1.22 1.67 3.19 4.05 3.33 2.87 3.60 6.21 8.75 14.1

 66 03428070 35°51′25′′ 86°24′43′′ W F STONES R, MANSON PIKE, MURFREESBORO (1, 2) 165 165 33 2.323 25 0.67 8

0.56 2.90 266 50.4 0.51 0.79 1.66 3.68 6.16 12.4 25.8 49.5 86.2 134 201 304 5640.49 1.44 280 73.5 0.50 0.71 1.02 1.88 3.45 9.03 19.6 40.3 76.4 137 222 351 6500.46 1.25 238 54.4 0.47 0.69 0.96 1.56 2.67 6.43 13.2 26.1 52.0 95.8 168 301 5930.90 1.32 10.9 4.44 0.47 0.53 0.59 0.79 1.21 2.06 2.88 3.36 3.31 3.71 6.55 7.04 10.2

 67 03428200 35°54′10′′ 86°25′48′′ W F STONES R AT MURFREESBORO (1, 2) 177 177 33 2.322 27 0.69 26

0.70 3.00 306 110 0.70 1.00 1.80 3.90 6.40 13.0 25.0 50.0 90.0 140 225 350 7000.57 1.66 299 78.1 0.57 0.81 1.16 2.13 3.89 10.0 21.5 43.6 81.5 145 236 373 6910.51 1.38 256 59.0 0.52 0.76 1.06 1.72 2.94 7.00 14.4 28.4 56.5 104 181 325 6370.89 1.31 10.8 4.40 0.46 0.53 0.58 0.79 1.20 2.05 2.86 3.33 3.29 3.68 6.49 6.98 10.1

 68 03428500 35°56′25′′ 86°27′54′′ W FORK STONES R NEAR SMYRNA (1, 2) 237 250 33 2.322 31 0.73 25

1.40 3.60 439 141 1.40 1.90 2.70 4.70 7.70 16.0 30.0 60.0 100 160 250 400 8001.25 3.43 428 123 1.22 1.68 2.36 4.25 7.65 18.5 37.1 72.0 128 215 341 537 9960.77 2.05 368 85.8 0.79 1.14 1.58 2.56 4.38 10.3 21.1 41.5 82.5 151 260 463 9040.93 1.39 9.16 4.42 0.49 0.57 0.63 0.86 1.31 2.27 3.06 3.75 3.60 3.91 6.99 7.20 9.60

 69 03429000 35°59′59′′ 86°27′35′′ STONES RIVER NEAR SMYRNA (1) 571 576 39 2.321 33 0.91 41

10.1 16.9 937 315 10.1 12.4 14.8 20.8 30.9 58.1 97.8 165 272 444 720 1170 2226

9.25 16.8 975 322 9.22 10.8 13.3 20.6 32.5 63.8 113 199 340 567 846 1292 22846.41 13.7 889 273 6.42 8.53 11.1 16.4 25.4 50.4 88.9 152 266 438 696 1128 20801.04 1.65 10.9 6.87 0.76 0.95 1.15 1.81 2.96 5.58 7.24 6.24 5.34 5.34 8.27 9.53 13.3

 70 03429500 35°59′54′′ 86°30′18′′ STEWART CREEK NEAR SMYRNA (1, 2) 69.7 62.3 32 2.322 29 0.95 5

0.00 0.00 113 14.2 0.00 0.00 0.00 0.00 0.33 1.46 3.61 7.78 19.4 42.3 82.5 148 2690.00 0.35 104 26.6 0.00 0.00 0.23 0.45 0.89 2.73 6.70 14.8 28.0 48.2 80.0 134 2480.00 0.37 93.8 19.6 0.00 0.00 0.27 0.46 0.83 2.06 4.45 9.21 19.0 36.5 65.0 120 2341.09 1.71 11.6 3.60 0.48 0.57 0.64 0.82 1.14 2.42 3.35 3.02 2.75 2.83 5.38 7.99 13.4

 71 03430100 36°09′30′′ 86°37′14′′ STONES R BL J. PERCY PRIEST DAM (1) 892 892 36 2.320 28 0.86 28

13.6 20.0 1368 428 13.4 15.1 17.7 24.6 38.7 76.1 134 226 380 652 1070 1730 3315

8.90 17.4 1545 484 9.09 10.7 13.3 22.4 38.5 85.2 163 299 530 916 1386 2106 37006.16 14.4 1368 391 6.22 8.57 11.4 17.7 28.6 61.9 116 208 380 646 1052 1748 32871.06 1.70 10.5 9.47 0.75 0.97 1.19 1.90 3.12 5.97 8.08 7.05 6.78 6.01 8.65 9.83 12.9
36 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 72 03430147 36°11′40′′ 86°36′28′′ STONERS CREEK NR HERMITAGE (1, 2) 20.6 20.6 33 2.318 36 1.27 10

0.00 0.00 29.0 14.3 0.00 0.00 0.00 0.00 0.83 2.07 3.67 6.54 10.8 16.2 23.4 35.4 61.40.00 0.28 32.8 8.81 0.00 0.00 0.00 0.30 0.48 1.21 2.46 4.83 9.28 16.4 26.5 43.1 75.30.00 0.19 31.9 7.22 0.00 0.00 0.00 0.23 0.40 0.90 1.83 3.60 7.07 13.1 22.8 40.9 77.10.92 1.51 5.74 3.58 0.50 0.56 0.64 0.78 0.89 1.76 2.78 3.05 2.73 3.03 4.39 6.53 8.77

 73 03431000 36°04′54′′ 86°40′50′′ MILL CREEK NEAR ANTIOCH (1, 2) 64.0 64.0 34 2.324 16 1.20 21

0.00 0.57 93.9 30.3 0.00 0.00 0.00 0.50 1.24 3.69 7.76 14.7 26.3 44.7 71.2 121 2350.22 0.56 114 31.3 0.00 0.00 0.44 0.72 1.22 3.28 7.47 15.5 30.6 55.4 88.7 139 2590.24 0.66 100 24.6 0.00 0.00 0.50 0.82 1.41 3.42 6.71 12.7 24.2 43.5 75.9 133 2521.07 1.78 11.8 3.84 0.49 0.58 0.67 0.86 1.25 2.72 3.55 3.06 2.81 3.02 5.73 7.99 13.5

 74 03431060 36°07′04′′ 86°43′08′′ MILL CR, THOMPSON LANE, WOODBINE (1, 2) 93.4 93.4 34 2.323 21 1.34 5

1.00 2.40 141 81.9 1.11 1.19 1.37 1.94 3.34 8.19 18.4 29.7 45.4 68.3 101 147 2810.35 0.88 162 44.2 0.26 0.50 0.69 1.16 1.98 5.06 11.2 22.7 44.1 79.6 127 200 3710.40 1.06 150 37.5 0.27 0.58 0.80 1.32 2.25 5.28 10.4 19.6 37.1 66.5 114 197 3690.85 1.41 10.8 3.88 0.43 0.49 0.55 0.74 1.08 1.91 2.71 2.96 2.93 3.09 5.35 7.07 11.3

 75 03431300 36°07′47′′ 86°45′40′′ BROWNS CR, ST FAIRGRDS, NASHVILLE (1, 2) 11.8 11.7 35 2.324 59 1.57 19

0.47 1.22 16.8 9.14 0.52 0.59 0.66 0.90 1.35 2.06 3.06 4.40 6.40 9.58 14.9 22.3 37.80.00 0.47 16.9 6.17 0.00 0.00 0.00 0.45 0.70 1.33 2.13 3.64 6.25 9.92 14.5 22.3 37.70.00 0.19 18.7 4.64 0.00 0.00 0.00 0.23 0.36 0.71 1.35 2.48 4.60 8.21 13.6 23.5 42.70.65 1.11 5.71 4.00 0.49 0.52 0.59 0.72 0.85 1.53 2.42 3.12 3.13 3.71 4.81 6.10 7.73

 76 03431500 36°09′45′′ 86°46′17′′ CUMBERLAND RIVER AT NASHVILLE (1) 12856 12842 45 2.323 53 2.10 37

785 1070 20860 10397 706 776 912 1230 1730 2890 4450 7210 11000 15900 22000 32200 55701698 1133 20419 11148 695 818 975 1339 1939 3436 5349 8035 11657 16127 21247 29101 46611394 736 23795 9452 390 482 607 881 1328 2341 3854 6075 9677 14749 21029 30554 51862

1.42 2.09 4.94 8.47 1.36 2.00 2.18 2.54 3.29 4.63 5.00 4.99 6.15 6.52 8.29 10.1 8.42

 77 03431600 36°12′45′′ 86°49′29′′ WHITES CR, TUCKER RD, BORDEAUX (1, 2) 51.6 51.6 48 2.321 63 2.09 10

0.41 1.17 77.5 21.9 0.44 0.51 0.75 1.49 2.37 5.00 8.22 14.2 22.2 36.0 57.2 91.4 1761.18 2.14 83.1 27.6 1.15 1.38 1.76 2.51 3.59 6.13 9.79 15.5 25.2 40.8 65.5 102 1831.65 3.02 88.3 30.9 1.63 1.98 2.47 3.40 4.86 7.90 12.5 19.5 31.1 48.7 73.0 112 1900.62 1.05 6.98 8.81 0.46 0.53 0.61 0.76 1.12 1.51 2.40 3.37 4.44 5.19 6.80 7.22 10.3

 78 03431700 36°09′04′′ 86°51′16′′ RICHLAND CR, CHARLOTTE AV, NASHVILLE (1, 2) 24.3 24.0 37 2.325 57 1.53 32

0.39 1.08 33.1 13.6 0.35 0.47 0.66 1.16 1.66 2.86 4.51 7.17 11.4 17.3 25.5 40.3 74.20.00 0.70 36.5 11.2 0.00 0.00 0.49 0.76 1.15 2.32 3.91 6.45 10.7 18.0 28.6 46.7 80.90.00 0.54 38.7 10.5 0.00 0.00 0.42 0.62 0.97 1.83 3.31 5.84 10.4 18.0 29.0 48.7 87.50.72 1.32 6.04 3.79 0.41 0.46 0.54 0.67 0.78 1.38 2.27 2.61 2.43 2.55 3.70 6.16 9.87

 79 03431800 36°19′12′′ 87°03′04′′ SYCAMORE CR NR ASHLAND CITY (1) 97.2 97.7 97 2.333 80 2.06 29

9.92 14.0 147 62.8 10.2 11.8 12.8 15.3 18.3 23.9 31.0 41.0 55.5 76.4 108 160 277

11.0 15.1 157 72.1 10.8 11.9 13.4 16.2 19.8 26.7 35.6 47.8 68.9 101 142 199 334

13.7 18.9 170 78.3 13.2 14.4 16.5 20.1 25.0 32.6 43.2 57.3 79.2 111 152 213 344

1.61 1.57 4.58 2.84 1.78 1.71 1.75 1.74 1.78 1.87 1.91 1.91 2.02 2.20 2.92 4.49 8.13
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report37

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 80 03432350 35°55′14′′ 86°51′56′′ HARPETH RIVER AT FRANKLIN (1, 2) 191 192 34 2.337 29 1.27 28

3.48 4.82 295 76.4 3.31 3.64 4.02 4.98 6.42 13.8 27.9 54.3 94.2 151 233 370 6600.98 2.49 325 82.4 0.97 1.30 1.80 3.12 5.34 12.5 25.1 48.4 88.0 158 257 403 7430.90 2.30 313 77.6 0.91 1.28 1.76 2.85 4.83 10.9 21.5 40.6 77.1 138 233 401 7521.00 1.42 11.7 4.69 0.49 0.57 0.63 0.84 1.24 2.00 2.78 3.10 3.20 3.68 6.60 7.49 11.5

 81 03432500 35°53′56′′ 86°58′01′′ W HARPETH R NR LEIPERS FORK (1, 2) 66.9 66.8 38 2.354 54 1.63 6

0.00 0.21 94.2 29.4 0.00 0.00 0.15 0.27 0.99 3.56 7.35 13.3 23.0 43.2 74.6 127 2430.65 1.43 107 22.5 0.00 0.84 1.12 1.67 2.57 4.85 8.11 13.6 22.8 42.2 77.5 129 2350.78 1.70 114 31.1 0.00 1.02 1.34 1.99 3.09 5.77 10.3 17.8 31.5 53.8 86.3 142 2550.89 1.09 11.2 3.60 0.44 0.51 0.59 0.74 1.22 2.34 2.86 2.67 2.65 3.68 6.91 10.3 15.6

 82 03433500 36°03′16′′ 86°55′42′′ HARPETH RIVER AT BELLEVUE (1) 408 409 39 2.332 48 1.53 27

6.84 14.1 648 194 6.77 8.03 10.5 15.9 25.2 47.5 81.0 142 235 359 544 830 14206.33 13.5 653 228 6.29 8.07 10.8 16.3 24.9 47.0 81.8 141 224 349 544 835 15025.67 11.9 692 213 5.67 7.34 9.54 14.2 22.0 41.4 72.8 124 214 353 549 875 15591.01 1.59 10.6 4.67 0.79 0.95 1.11 1.80 3.00 4.93 5.24 4.58 3.78 4.19 7.32 8.39 10.8

 83 03434500 36°07′19′′ 87°05′56′′ HARPETH R NEAR KINGSTON SPRINGS (1) 681 683 61 2.342 60 1.66 27

44.5 68.6 1054 370 43.3 49.0 57.3 74.2 93.9 136 194 290 427 638 909 1367 231443.7 63.1 1063 443 43.0 48.2 55.4 69.8 89.5 133 194 280 432 649 963 1441 245838.8 63.0 1191 478 38.0 44.6 53.6 71.0 96.8 148 220 321 484 716 1025 1490 2520

2.57 3.44 9.78 10.8 2.72 3.17 3.39 4.11 5.18 6.40 7.05 6.47 7.27 7.58 8.87 11.1 16.5

 84 03435030 36°33′24′′ 86°34′14′′ RED RIVER NEAR PORTLAND (1, 2) 15.1 14.9 44 2.307 49 1.52 8

0.93 1.57 24.4 11.6 0.90 1.15 1.50 2.00 2.56 3.48 4.77 7.11 10.6 15.7 22.3 31.5 49.40.57 0.99 23.4 8.94 0.55 0.65 0.80 1.10 1.50 2.39 3.60 5.41 8.13 12.7 19.6 30.3 52.20.30 0.59 23.5 7.54 0.30 0.38 0.48 0.67 0.98 1.69 2.77 4.48 7.40 12.0 18.7 30.0 52.50.50 0.79 5.41 5.24 0.45 0.46 0.54 0.69 0.86 1.17 1.91 2.73 3.03 3.72 4.54 5.26 8.19

 86 03435305 36°38′32′′ 86°59′18′′ RED R BL HWY 161 NR BARREN PLAINS (1) 549 551 69 2.314 71 1.18 6

33.4 46.7 677 473 32.4 35.9 40.3 51.2 67.1 94.8 145 213 314 461 663 966 157737.9 54.6 825 373 37.5 42.0 48.2 60.2 76.6 112 160 226 348 512 765 1140 190939.1 59.2 880 381 37.9 43.9 51.7 65.5 85.4 124 178 253 373 538 757 1092 1855

2.11 2.80 7.82 9.03 1.96 2.27 2.51 3.15 4.00 5.12 5.93 5.75 6.20 6.15 7.02 8.77 12.8

 87 03435500 36°35′19′′ 87°05′21′′ RED RIVER NEAR ADAMS (1) 706 697 71 2.320 72 1.18 49

42.4 57.7 935 436 42.1 44.7 48.6 60.4 77.6 115 164 197 364 555 851 1350 232856.0 78.2 1045 485 54.9 61.2 69.5 85.6 107 154 218 303 463 662 980 1445 242052.4 78.4 1122 488 50.7 58.5 68.7 86.7 113 162 231 327 481 690 967 1388 2356

2.58 3.28 8.56 8.71 2.38 2.76 2.93 3.61 4.49 5.39 5.95 5.38 6.05 6.63 8.30 10.5 14.4

 88 03435770 36°30′47′′ 86°51′44′′ SULPHUR FORK RED R AB SPRINGFIELD (1, 2) 65.6 64.9 53 2.310 79 1.53 13

2.99 4.60 96.4 47.0 2.65 3.00 3.95 5.58 7.41 12.2 18.8 26.1 37.4 52.3 80.0 129 2191.89 3.13 102 35.1 1.83 2.12 2.64 3.63 4.85 7.68 11.7 18.0 31.9 50.5 80.6 125 2232.70 4.57 104 38.8 2.63 3.13 3.83 5.05 6.91 10.5 16.2 24.6 38.3 58.6 85.9 131 2220.58 0.81 9.10 8.20 0.54 0.56 0.59 0.69 0.81 0.93 1.22 1.52 4.34 5.13 6.69 7.08 11.2
38 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 89 03436000 36°30′55′′ 87°03′32′′ SULPHUR FORK RED R NR ADAMS (1, 2) 186 187 57 2.323 78 1.37 32

5.72 11.3 261 84.9 5.70 6.88 8.98 13.2 17.3 25.1 36.9 54.3 84.3 132 208 335 6097.51 11.6 281 107 7.47 8.48 10.2 13.2 17.0 25.2 36.8 52.8 92.3 147 234 360 6249.10 14.9 304 117 8.88 10.5 12.6 16.5 22.3 33.4 50.4 75.0 115 174 252 376 6421.26 1.29 5.93 5.20 1.28 1.26 1.24 1.30 1.44 1.53 1.55 1.63 4.38 5.65 7.58 8.30 9.53

 90 03436100 36°33′17′′ 87°08′31′′ RED RIVER AT PORT ROYAL (1) 935 926 68 2.323 73 1.22 35

71.3 88.9 1301 657 67.6 73.5 82.5 94.9 120 175 253 388 575 840 1244 1830 300070.6 99.4 1379 634 69.4 77.4 87.9 109 137 199 284 396 610 876 1296 1914 320565.5 99.4 1511 650 63.5 73.5 86.7 111 145 211 304 434 642 927 1299 1867 3172

2.56 3.35 9.09 9.27 2.42 2.89 3.07 3.69 4.63 5.69 6.26 5.71 6.52 6.78 8.15 10.0 14.2

 91 03436500 36°31′20′′ 87°21′53′′ CUMBERLAND R AT CLARKSVILLE (1) 15896 14441 48 2.329 55 2.05 14

860 1360 25093 11780 884 982 1090 1450 2180 3500 5410 8310 12600 18300 25900 37200 68700964 1491 22635 12895 945 1103 1295 1738 2455 4209 6381 9322 13375 18318 23960 32531 51574538 968 26881 10981 532 648 806 1150 1699 2904 4664 7195 11263 16929 23897 34306 58003

1.48 2.27 5.02 8.50 1.41 2.14 2.34 2.73 3.50 4.80 5.21 5.17 6.31 6.68 8.46 10.3 8.27

 92 03436690 36°18′39′′ 87°33′15′′ YELLOW CREEK AT ELLIS MILLS (1) 103 103 120 2.338 82 2.04 11

15.8 18.9 154 74.5 15.5 16.3 18.0 20.3 23.0 30.0 37.9 49.9 68.4 95.3 131 183 31223.3 29.4 174 85.6 22.2 23.8 26.2 30.5 35.3 43.5 53.5 66.2 84.7 114 154 214 34819.7 25.7 180 87.5 18.9 20.3 22.8 27.0 32.6 40.6 51.7 66.1 88.6 121 164 224 359

1.38 1.17 6.97 3.36 1.87 1.84 1.81 1.65 1.64 1.84 1.88 2.25 2.54 3.35 4.42 6.10 12.8

 93 03436700 36°20′55′′ 87°32′20′′ YELLOW CREEK NEAR SHILOH (1) 124 124 120 2.336 83 1.97 23

19.8 24.7 189 80.8 20.9 23.0 24.0 26.9 30.2 36.4 45.5 60.8 84.9 120 175 243 39528.2 35.8 212 105 26.6 28.8 32.1 37.2 43.2 52.9 64.7 80.2 103 138 187 258 41823.7 30.8 216 105 22.8 24.4 27.5 32.5 39.1 48.7 62.0 79.3 106 145 196 268 430

0.96 0.86 4.53 2.65 1.19 1.17 1.14 1.07 1.13 1.23 1.32 1.64 1.82 2.32 3.11 4.44 9.49

 115 03455000 35°58′54′′ 83°09′40′′ FRENCH BROAD R NEAR NEWPORT (1) 1858 1853 162 2.205 60 2.59 80

522 735 2952 2296 481 551 633 787 965 1280 1580 1910 2268 2670 3180 3900 5433755 1040 3486 2991 661 764 884 1102 1333 1691 2044 2407 2826 3296 3875 4719 6381678 817 3031 2327 634 673 739 872 1036 1297 1564 1861 2261 2728 3335 4162 6224

1.20 1.24 1.00 1.22 0.43 0.62 0.64 0.71 0.85 1.07 1.21 1.29 1.34 1.39 1.41 1.59 2.02

 121 03461000 35°48′52′′ 83°08′42′′ PIGEON RIVER AT HARTFORD (1) 547 547 163 2.211 64 2.91 5

139 228 1065 986 127 141 176 265 346 456 558 689 843 1000 1160 1460 2010206 296 1117 906 179 205 240 305 380 498 616 741 884 1042 1236 1513 2023202 243 902 665 188 199 219 257 304 374 449 534 650 793 979 1236 1839

1.08 1.08 0.73 0.93 0.36 0.46 0.49 0.53 0.61 0.67 0.72 0.79 0.84 0.89 0.90 1.01 1.36

 122 03461200 35°46′58′′ 83°13′03′′ COSBY CREEK ABOVE COSBY (1) 10.1 10.3 100 2.214 40 6.68 21

2.25 3.93 26.8 21.0 2.32 2.60 3.14 4.25 5.77 9.09 12.7 16.0 19.8 24.1 29.9 37.6 54.71.40 2.21 16.5 11.0 1.34 1.52 1.80 2.35 3.02 4.45 6.04 7.97 10.1 13.0 16.7 21.7 33.51.82 2.70 18.4 11.0 1.73 1.91 2.23 2.87 3.72 5.20 6.75 8.64 11.1 14.8 19.7 26.6 38.91.09 1.10 0.62 1.67 0.95 0.78 0.82 0.82 0.89 1.00 1.07 1.14 1.12 1.05 0.85 0.76 0.95
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report39

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 123 03461500 35°57′38′′ 83°10′28′′ PIGEON RIVER AT NEWPORT (1) 667 667 151 2.206 62 3.22 24

193 280 1201 1026 164 205 258 313 379 477 605 742 892 1040 1280 1639 2274235 334 1305 1058 206 235 273 345 428 561 697 843 1011 1200 1431 1765 2392229 283 1115 825 215 228 253 301 361 453 551 661 808 990 1222 1541 2283

1.03 1.05 0.81 1.11 0.42 0.53 0.56 0.61 0.72 0.78 0.84 0.91 0.96 0.99 1.00 1.14 1.57

 128 03465000 36°10′35′′ 82°17′36′′ NORTH INDIAN CREEK NEAR UNICOI (1) 15.9 15.9 100 2.160 63 3.25 13

2.29 3.16 20.8 13.0 2.34 2.48 2.75 3.38 4.22 6.15 8.27 11.1 14.8 19.0 23.9 30.6 43.02.08 3.09 21.3 14.0 1.86 2.19 2.60 3.25 4.07 5.74 7.59 9.90 12.8 16.9 22.1 29.5 45.62.84 3.95 24.0 15.6 2.66 2.94 3.38 4.14 5.13 6.81 8.87 11.4 14.8 19.1 25.0 34.0 50.81.19 1.25 0.52 1.58 0.97 0.87 0.93 0.96 1.02 1.09 1.15 1.19 1.13 0.95 0.73 0.67 0.87

 129 03465500 36°10′35′′ 82°27′27′′ NOLICHUCKY RIVER AT EMBREEVILLE (1) 805 805 143 2.160 68 3.15 82

218 310 1368 992 211 230 262 322 397 537 674 827 1003 1200 1463 1850 2592247 340 1327 1073 228 254 290 356 433 562 693 840 1011 1202 1441 1799 2489280 344 1275 1031 260 277 307 366 439 551 676 813 987 1187 1437 1800 2635

1.20 1.35 0.98 1.44 0.67 0.83 0.85 0.89 1.02 1.19 1.36 1.43 1.49 1.52 1.47 1.50 2.27

 130 03466228 36°11′55′′ 82°44′31′′ SINKING CREEK AT AFTON (1) 13.7 13.7 120 2.184 80 1.20 19

1.72 2.41 13.1 9.47 1.29 1.49 1.81 2.41 3.06 4.25 5.32 6.78 8.63 11.3 14.5 18.8 26.12.10 2.89 17.4 11.2 1.92 2.15 2.47 3.02 3.65 4.90 6.27 8.08 10.5 13.7 17.8 23.9 35.82.51 3.19 17.9 10.9 2.33 2.56 2.86 3.27 3.78 4.70 5.94 7.55 9.90 12.8 17.0 23.7 37.71.21 1.26 0.52 1.35 0.85 0.71 0.77 0.79 0.86 0.95 1.00 1.03 0.99 0.88 0.71 0.65 0.82

 131 03466500 36°03′59′′ 82°52′18′′ NOLICHUCKY R BL NOLICHUCKY DAM (1) 1184 1184 135 2.195 73 2.76 13

328 432 1794 1648 306 324 365 465 584 750 945 1119 1344 1618 1922 2370 3247373 513 2049 1630 335 381 437 540 656 853 1063 1290 1558 1864 2246 2803 3872363 451 1922 1423 339 363 404 482 581 732 909 1111 1379 1694 2081 2636 3939

1.18 1.27 1.07 1.63 0.73 0.89 0.89 0.89 1.02 1.22 1.37 1.47 1.48 1.48 1.48 1.65 2.16

 132 03467000 36°12′09′′ 83°02′53′′ LICK CREEK AT MOHAWK (1) 220 219 78 2.195 34 0.94 25

12.5 17.2 232 115 12.1 14.0 16.4 19.0 22.4 29.4 39.6 56.4 80.6 119 176 263 53818.9 28.7 357 202 19.0 21.5 25.1 32.6 43.9 68.5 96.5 134 182 248 336 470 76216.5 25.0 290 161 15.7 18.8 21.9 27.6 35.4 54.8 76.1 105 147 199 276 395 660

0.45 0.51 0.75 2.50 0.39 0.48 0.52 0.56 0.90 1.48 1.68 1.82 1.74 1.52 1.30 1.48 2.88

 133 03467610 36°07′36′′ 83°10′33′′ NOLICHUCKY RIVER AT LOWLAND (1) 1687 1689 118 2.200 64 2.28 10

418 551 2647 1908 442 475 510 595 729 986 1250 1600 1993 2460 2995 3770 5011463 632 2825 2170 422 479 546 673 818 1079 1361 1676 2056 2501 3060 3870 5488396 511 2686 1891 371 406 456 553 680 895 1142 1430 1822 2277 2848 3668 5601

1.34 1.45 1.32 2.21 0.98 1.19 1.17 1.21 1.40 1.67 1.87 2.02 2.00 1.91 1.84 2.01 2.69

 134 03469000 35°57′06′′ 83°33′05′′ FRENCH BROAD R BL DOUGLAS DAM (1) 4543 4545 138 2.214 61 2.49 24

1045 1513 6492 5183 985 1130 1280 1630 2050 2690 3380 4120 4987 5900 6970 8610 120741726 2306 7493 6475 1556 1786 2022 2458 2925 3688 4448 5247 6109 7140 8333 10201 141241364 1699 7558 5593 1280 1377 1531 1843 2242 2900 3604 4393 5462 6690 8215 10302 15581

1.46 1.63 2.11 2.62 0.73 1.03 1.03 1.10 1.32 1.69 2.01 1.92 2.62 2.73 3.12 3.54 4.02
40 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 135 03469010 35°55′45′′ 83°32′26′′ MILLICAN CREEK NR DOUGLAS DAM (2) 4.20 4.16 65 2.215 22 0.63 12

0.00 0.00 4.70 1.61 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.26 0.60 1.09 1.97 3.58 8.550.30 0.46 6.83 3.42 0.29 0.34 0.39 0.50 0.64 0.98 1.41 2.02 2.89 4.25 6.07 8.69 14.50.15 0.26 5.00 2.14 0.15 0.18 0.22 0.28 0.36 0.61 0.88 1.28 1.92 2.78 4.29 6.74 11.91.23 1.24 1.38 2.56 1.29 1.14 1.20 1.33 1.46 1.64 1.73 1.93 1.99 1.72 1.61 1.43 1.77

 136 03469175 35°51′55′′ 83°32′01′′ LITTLE PIGEON R ABOVE SEVIERVILLE (1) 184 183 83 2.219 23 7.80 12

23.5 37.7 353 257 23.9 26.4 33.1 43.6 56.3 86.2 118 159 210 271 348 474 77624.1 36.1 339 194 23.3 26.0 30.7 39.9 51.3 75.2 103 141 180 244 326 450 70423.8 38.7 354 218 23.0 26.4 31.4 43.3 60.3 95.9 130 171 224 297 397 527 774

0.73 0.65 0.67 2.23 0.70 0.68 0.65 0.64 0.66 0.71 0.77 0.83 1.43 1.25 1.13 1.33 2.58

 137 03470000 35°52′36′′ 83°34′34′′ LITTLE PIGEON R AT SEVIERVILLE (1) 353 352 85 2.219 23 7.71 61

43.4 70.7 571 386 40.7 46.1 56.0 77.3 101 151 205 266 341 433 559 754 116445.4 67.0 641 389 43.8 48.9 57.3 74.9 96.8 142 197 272 362 479 629 858 135348.6 77.9 685 433 46.8 53.6 63.7 87.8 122 194 262 342 446 587 777 1020 1496

1.56 1.48 1.48 3.10 1.47 1.53 1.41 1.33 1.33 1.46 1.60 1.84 1.89 1.80 1.86 1.92 2.93

 145 03477000 36°28′38′′ 82°15′47′′ S FORK HOLSTON R AT BLUFF CITY (1) 813 811 94 2.114 61 2.43 49

173 218 1175 852 163 172 191 223 270 363 463 596 755 981 1240 1610 2480150 203 1180 834 142 156 177 216 263 357 465 598 762 963 1224 1615 2429147 202 1165 908 137 154 176 219 276 383 508 654 839 1039 1290 1681 2521

1.37 1.59 1.56 2.78 1.21 1.34 1.39 1.58 2.10 2.38 2.69 2.88 2.84 2.77 2.62 2.55 3.48

 149 03479500 36°17′25′′ 81°55′33′′

WATAUGA R AT NC-TN STATE LINE (1) 152 152 75 2.101 79 3.56 12

19.5 33.2 256 158 18.9 22.0 26.3 34.5 49.1 81.3 111 140 177 219 270 350 50820.1 28.8 221 130 19.5 21.5 24.3 30.6 38.8 54.4 72.9 96.9 128 170 224 300 46921.7 31.6 224 162 20.2 22.8 26.8 34.1 44.3 61.9 85.8 115 151 194 244 327 482

0.75 0.94 1.30 3.04 0.77 0.85 0.92 1.15 1.59 2.14 2.62 2.93 2.79 2.64 2.14 2.68 3.28

 150 03480000 36°18′37′′ 81°57′31′′

WATAUGA RIVER AT STUMP KNOB (1) 171 172 75 2.102 79 3.50 14

38.1 52.8 290 248 38.1 41.9 47.9 58.5 71.1 102 133 164 198 238 289 373 55823.6 33.6 251 151 22.7 25.0 28.3 35.5 45.1 63.1 84.4 112 148 194 254 339 52724.4 35.5 253 183 22.7 25.7 30.2 38.4 49.9 69.7 96.7 129 171 219 275 368 543

0.71 0.88 1.31 2.97 0.76 0.84 0.91 1.12 1.54 2.06 2.52 2.83 2.72 2.57 2.11 2.62 3.29

 153 03482000 36°22′37′′ 81°53′14′′ ROAN CREEK NEAR NEVA (1) 102 102 76 2.099 72 3.38 13

8.69 13.8 104 59.6 8.80 9.51 10.7 14.1 19.4 28.1 37.2 49.3 64.9 85.0 112 146 213

12.3 17.9 140 81.1 11.9 13.3 15.2 19.1 24.3 34.1 45.7 60.9 80.8 107 142 196 30414.1 20.6 147 106 13.1 14.9 17.5 22.2 28.8 40.4 55.8 74.6 98.3 126 160 215 318

0.80 0.99 1.18 3.06 0.79 0.85 0.93 1.17 1.62 2.14 2.58 2.84 2.66 2.50 2.01 2.44 2.86

 154 03482500 36°20′22′′ 81°59′36′′ ROAN CREEK AT BUTLER (1) 166 166 77 2.103 65 3.18 14

31.4 40.4 165 124 26.8 29.1 32.8 38.8 45.3 54.5 65.5 79.7 98.5 125 163 217 33819.9 28.3 220 129 18.8 21.2 24.2 29.9 37.3 52.0 69.9 93.3 124 164 219 308 48322.7 33.3 240 174 21.1 24.1 28.3 36.0 46.8 66.7 91.9 123 162 207 262 351 523

0.72 0.89 1.35 3.19 0.77 0.85 0.93 1.15 1.62 2.20 2.71 3.05 2.91 2.83 2.29 2.71 3.34
Appendix A. Basin and Streamflow Characteristics for Sites in This Report 41

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 155 03483000 36°19′59′′ 82°00′16′′

WATAUGA RIVER AT BUTLER (1) 427 427 78 2.105 74 3.36 27

125 157 692 570 120 131 142 163 193 253 315 379 463 562 701 903 1335

62.5 86.1 624 389 59.5 65.5 73.7 90.8 114 159 214 284 373 483 626 844 130364.9 93.5 634 475 60.5 68.3 79.9 102 132 185 255 339 444 562 700 923 1364

0.39 0.43 1.80 3.95 0.34 0.42 0.45 0.52 0.99 2.27 3.18 3.85 3.87 3.65 3.06 2.75 3.28

 156 03485500 36°20′40′′ 82°12′37′′ DOE RIVER AT ELIZABETHTON (1) 137 137 95 2.116 85 3.65 63

39.1 55.1 223 170 38.4 41.7 46.7 56.2 67.2 87.4 108 134 164 199 242 302 42027.2 37.0 203 140 26.5 28.6 31.9 38.8 47.9 64.2 82.9 106 134 170 215 270 41129.0 39.3 206 156 26.9 29.5 33.9 41.7 52.2 68.3 89.9 115 147 183 227 297 433

0.82 1.00 1.14 2.39 0.70 0.77 0.83 0.98 1.29 1.60 1.91 2.18 2.17 2.12 1.75 1.98 2.85

 157 03486000 36°21′21′′ 82°13′26′′

WATAUGA R AT ELIZABETHTON (1) 692 692 85 2.117 72 3.31 23

204 259 1085 988 170 195 222 266 307 397 495 617 751 913 1113 1420 2010

119 159 991 667 113 123 138 167 206 283 373 485 627 800 1025 1363 2056

121 169 1047 798 112 126 146 184 237 328 444 580 750 941 1163 1515 2238

1.16 1.36 1.59 3.14 1.15 1.27 1.32 1.52 2.09 2.52 2.93 3.22 3.20 3.09 2.79 2.68 3.47

 158 03486200 36°18′25′′ 82°17′30′′ BUFFALO CR AT MILLIGAN COLLEGE (1) 28.1 27.8 102 2.156 70 2.22 5

3.61 4.68 25.6 16.5 3.67 4.06 4.30 5.00 6.01 7.53 9.13 11.7 15.4 20.3 27.1 36.4 55.13.81 5.39 32.3 21.3 3.49 4.00 4.61 5.62 6.87 9.29 12.0 15.5 20.0 25.9 33.7 46.1 72.94.88 6.60 39.5 25.8 4.55 5.04 5.75 6.90 8.41 11.0 14.3 18.4 24.0 30.9 40.3 55.0 83.91.65 1.61 0.58 1.81 1.35 1.28 1.38 1.42 1.44 1.47 1.51 1.51 1.37 1.11 0.91 1.04 1.67

 159 03487500 36°30′37′′ 82°32′10′′ S FORK HOLSTON R AT KINGSPORT (1) 1931 1930 94 2.138 67 2.50 22

492 584 2611 2245 463 490 519 594 693 893 1130 1400 1760 2180 2720 3510 5152364 494 2797 2007 345 382 430 528 651 890 1159 1476 1878 2363 2983 3895 5742362 493 2904 2206 338 378 433 539 682 938 1248 1609 2073 2579 3185 4116 6197

2.37 2.49 2.41 3.50 1.78 2.24 2.17 2.15 2.33 2.59 2.99 3.24 3.32 3.40 3.47 3.79 5.33

 160 03487550 36°33′42′′ 82°27′36′′ REEDY CREEK AT OREBANK (1) 36.3 36.5 101 2.136 50 1.17 25

3.16 5.86 43.5 24.6 2.81 4.35 5.38 6.26 7.48 10.5 14.2 18.9 25.0 32.7 42.9 58.9 89.83.88 5.71 37.9 23.8 3.53 4.24 4.97 6.04 7.32 9.94 13.0 17.1 22.5 30.0 40.6 60.0 92.84.99 6.81 45.7 30.0 4.64 5.31 6.03 7.19 8.68 12.0 15.6 20.3 26.8 34.4 45.7 63.7 1011.22 1.27 0.60 1.73 1.18 1.14 1.18 1.19 1.26 1.33 1.39 1.39 1.24 1.00 1.02 1.08 1.83

 166 03490500 36°28′19′′ 82°50′50′′ HOLSTON RIVER AT SURGOINSVILLE (1) 2874 2866 87 2.140 65 2.49 10

581 716 3529 2456 577 600 647 738 864 1171 1531 1918 2377 2884 3738 4888 7129490 676 4153 2927 465 520 592 735 917 1279 1685 2165 2776 3507 4434 5801 8603477 663 4344 3244 446 503 580 732 941 1324 1791 2342 3054 3829 4747 6157 9316

2.08 2.37 2.62 3.74 1.44 1.94 1.99 2.07 2.35 2.84 3.35 3.66 3.78 3.86 3.93 4.22 6.01

 167 03491000 36°25′34′′ 82°57′07′′ BIG CREEK NEAR ROGERSVILLE (1, 2) 47.3 48.3 52 2.143 46 1.92 51

2.50 3.79 58.3 23.2 2.47 2.87 3.34 4.17 5.29 7.56 10.7 15.9 23.7 34.8 50.6 75.1 1271.57 2.81 55.8 24.4 1.54 1.91 2.34 3.18 4.47 7.37 10.8 15.8 23.2 33.8 51.6 86.3 1522.12 3.71 66.5 35.0 2.02 2.49 3.06 4.15 5.77 9.53 14.6 21.8 32.2 45.6 64.0 94.5 1520.36 0.41 0.60 1.98 0.35 0.38 0.43 0.49 0.74 1.24 1.50 1.54 1.34 1.10 1.26 2.01 2.77
42 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 168 03491300 36°24′06′′ 82°53′09′′ BEECH CREEK AT KEPLER (1, 2) 47.0 50.1 65 2.142 29 1.47 22

1.30 2.47 48.2 18.3 1.41 1.63 2.02 2.70 3.52 5.46 8.01 12.1 17.6 25.8 38.8 57.6 1022.21 3.40 36.9 18.0 1.95 2.38 2.86 3.64 4.53 6.45 8.77 12.5 17.3 23.7 37.5 68.4 1242.96 4.88 65.8 37.7 2.81 3.43 4.11 5.41 7.23 11.9 17.1 24.1 34.2 46.6 65.3 94.7 1540.49 0.73 0.54 2.08 0.51 0.57 0.68 0.83 1.09 1.52 1.80 1.78 1.49 1.13 1.15 1.57 2.91

 169 03491500 36°22′13′′ 82°59′58′′ HOLSTON RIVER NEAR ROGERSVILLE (1) 3035 3033 86 2.190 64 2.44 40

615 792 4061 2970 587 632 693 843 1020 1350 1710 2150 2702 3380 4290 5660 8318528 735 4670 3269 498 566 644 802 1002 1409 1863 2393 3102 3931 4974 6466 9400462 651 4862 3249 436 491 568 721 932 1316 1789 2359 3132 4031 5105 6696 10310

1.94 1.89 2.08 4.05 1.54 1.81 1.69 1.63 1.83 2.30 2.63 2.67 2.91 2.93 3.08 3.45 4.36

 170 03491544 36°22′47′′ 83°02′48′′ CROCKETT CR BELOW ROGERSVILLE (1) 4.67 4.74 60 2.191 50 2.05 13

0.37 0.53 5.29 3.16 0.35 0.39 0.46 0.55 0.69 1.00 1.28 1.86 2.54 3.43 4.66 6.77 11.60.36 0.53 6.46 3.26 0.34 0.41 0.48 0.57 0.69 0.99 1.37 1.97 2.82 3.95 5.40 8.17 14.00.26 0.44 6.75 3.20 0.25 0.30 0.36 0.47 0.63 0.97 1.42 2.06 3.00 4.31 6.21 9.31 15.01.40 1.26 0.89 1.97 1.67 1.45 1.48 1.50 1.58 1.70 1.74 1.83 1.62 1.19 1.20 1.47 1.74

 171 03494000 36°10′03′′ 83°30′10′′ HOLSTON RIVER NEAR JEFFERSON CITY (1) 3429 3426 84 2.202 63 2.35 5

685 832 3315 3266 651 691 746 866 1030 1350 1700 2100 2630 3340 4330 5780 8820556 762 5233 3508 529 595 671 828 1036 1467 1959 2537 3344 4302 5506 7255 10748490 696 5544 3588 464 524 607 773 1004 1429 1954 2594 3473 4509 5750 7578 11756

2.22 2.00 2.75 4.64 1.85 2.06 1.82 1.72 1.93 2.48 2.90 2.70 3.63 3.92 4.53 5.41 5.34

 172 03495500 36°00′56′′ 83°49′54′′ HOLSTON RIVER NEAR KNOXVILLE (1) 3747 3746 84 2.236 63 2.27 10

743 864 4265 2933 704 740 789 884 1030 1340 1690 2050 2548 3300 4360 5880 9222625 851 5764 3831 591 663 745 918 1154 1617 2150 2788 3677 4742 6097 8060 12073

511 728 6275 3780 486 549 636 811 1055 1501 2056 2743 3714 4900 6332 8402 13197

2.34 2.56 3.14 5.49 2.05 2.48 2.43 2.48 2.82 3.45 3.93 3.68 4.87 4.96 5.63 6.10 5.23

 173 03496000 36°00′53′′ 83°55′18′′ FIRST CR, MINERAL SPRS AV, KNOXVILLE (1) 15.7 15.8 117 2.238 65 1.23 18

2.50 3.04 22.0 9.83 2.62 2.67 2.79 3.13 3.62 4.71 6.21 8.25 11.8 16.1 22.0 31.0 47.62.64 3.74 27.4 17.2 2.64 2.88 3.27 4.02 4.97 6.91 9.20 12.2 16.3 21.0 26.7 34.0 52.92.50 3.27 22.1 11.9 2.35 2.60 2.92 3.39 4.00 5.12 6.51 8.37 11.2 14.9 20.4 28.7 46.50.98 1.03 0.79 1.51 0.79 0.66 0.70 0.71 0.79 0.91 1.00 1.10 1.09 1.14 1.01 0.96 1.17

 174 03496500 35°58′40′′ 83°54′51′′ FIRST CR AT FIFTH AV AT KNOXVILLE (1) 21.1 22.0 118 2.239 58 1.39 16

2.84 3.67 27.8 13.9 2.94 3.02 3.18 3.63 4.32 6.12 8.04 10.7 14.7 19.7 26.6 37.5 58.64.14 5.83 39.7 25.9 4.10 4.48 5.10 6.31 7.81 10.8 14.3 18.9 24.9 31.4 39.1 49.4 76.93.57 4.72 31.6 17.4 3.37 3.72 4.19 4.92 5.85 7.61 9.66 12.4 16.4 21.8 29.7 41.6 66.81.03 1.01 0.74 1.42 0.85 0.72 0.74 0.72 0.76 0.84 0.92 1.01 1.01 1.04 0.96 0.91 1.26

 175 03497000 35°57′17′′ 83°51′42′′ TENNESSEE RIVER AT KNOXVILLE (1) 8933 8902 112 2.240 60 2.58 41

2153 2885 13008 10195 1964 2205 2500 3100 3725 5060 6300 7670 9317 11400 13700 17600 261002789 3756 14511 11688 2576 2919 3268 4007 4902 6435 7959 9643 11519 13764 16255 20130 285641989 2623 15477 10477 1885 2063 2334 2900 3655 4947 6401 8082 10398 13134 16400 20847 31997

2.08 2.38 2.35 3.11 1.22 1.73 1.73 1.79 2.00 2.27 2.45 2.23 2.90 3.12 3.75 4.27 3.99
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report43

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 176 03497300 35°39′52′′ 83°42′41′′ LITTLE RIVER ABOVE TOWNSEND (1) 106 106 131 2.257 10 9.34 38

29.3 42.7 283 196 27.8 30.9 35.8 46.3 60.4 88.3 119 154 194 242 299 389 55927.6 42.4 238 172 24.9 28.0 33.1 44.7 59.0 87.3 116 144 170 207 255 328 46121.4 33.2 218 142 20.8 23.5 27.2 37.1 50.0 80.4 99.6 121 149 191 259 334 485

1.06 1.06 0.88 1.40 0.68 0.68 0.69 0.68 0.73 0.78 0.80 0.90 0.99 1.03 1.03 1.04 1.42

 177 03498000 35°45′58′′ 83°51′24′′ LITTLE RIVER NEAR WALLAND (1) 192 192 105 2.248 18 8.58 20

36.3 50.0 374 240 34.9 38.5 44.3 56.7 72.0 102 134 175 228 296 388 514 77335.8 54.4 382 247 33.5 37.5 44.5 58.7 75.9 110 147 188 234 301 390 525 78033.6 52.3 390 246 32.5 36.7 43.0 58.4 79.5 124 160 202 257 335 447 581 847

1.23 1.17 1.26 2.00 0.90 0.93 0.95 0.92 0.95 1.00 1.07 1.22 1.28 1.33 1.35 1.44 2.45

 178 03498500 35°47′10′′ 83°53′04′′ LITTLE RIVER NEAR MARYVILLE (1) 269 269 99 2.247 26 6.70 50

51.6 72.4 518 318 48.7 53.6 60.1 78.0 100 144 191 246 314 400 514 683 104345.2 66.8 506 325 42.6 48.2 57.2 74.3 94.3 134 179 235 301 389 502 676 103945.1 68.8 526 324 43.5 48.8 57.1 76.3 103 155 203 260 335 440 582 763 1128

1.31 1.26 1.50 2.53 1.03 1.09 1.07 1.09 1.14 1.26 1.38 1.56 1.60 1.64 1.72 1.86 2.78

 195 03518000 35°30′24′′ 84°00′14′′ LITTLE TENNESSEE R AT CALDERWOOD (1) 1862 1867 147 2.288 51 2.83 6

1212 1650 4639 3557 1088 1290 1450 1705 1931 2230 2540 2990 3540 4160 4890 6150 8440

806 1109 3694 3063 703 823 953 1192 1432 1817 2191 2598 3000 3502 4055 4935 6803534 677 3405 2156 508 544 605 732 895 1161 1428 1739 2189 2776 3539 4515 6927

2.04 2.51 3.04 2.59 0.80 1.17 1.22 1.53 2.12 2.71 2.83 2.78 3.16 3.34 3.86 4.50 6.24

 196 03518500 35°21′42′′ 84°16′44′′ TELLICO RIVER AT TELLICO PLAINS (1) 118 118 115 2.303 51 5.37 58

29.4 42.8 282 183 28.1 31.1 36.3 46.3 60.2 84.7 112 146 188 237 299 387 56221.9 29.0 210 103 20.8 23.0 26.0 30.8 36.8 47.0 59.0 76.3 101 140 191 264 42625.3 35.3 233 128 24.4 26.3 30.1 37.9 48.3 64.5 82.2 104 134 179 238 314 472

0.62 0.59 1.96 1.55 0.62 0.61 0.62 0.61 0.64 0.71 0.79 0.92 1.09 1.33 1.61 2.18 4.18

 197 03519500 35°36′16′′ 84°12′43′′ LITTLE TENNESSEE R AT McGHEE (1) 2443 2443 133 2.296 48 3.30 13

1608 1905 6371 5326 1354 1530 1660 1989 2344 2785 3491 4264 5095 5936 6925 8359 11389

980 1323 4729 3673 857 1003 1155 1423 1684 2122 2575 3089 3624 4308 5072 6310 9005626 821 4623 2860 598 645 725 897 1121 1496 1871 2310 2938 3766 4825 6163 9430

2.05 2.35 3.37 2.64 0.88 1.28 1.32 1.57 1.95 2.30 2.41 2.42 2.90 3.06 3.70 4.82 8.11

 198 03519640 35°40′21′′ 84°06′28′′ BAKER CREEK NEAR GREENBACK (1) 16.0 16.6 121 2.251 75 1.14 9

4.63 7.49 34.8 24.9 5.91 6.43 7.18 7.96 9.23 12.2 15.0 18.8 23.2 29.0 36.0 46.6 70.02.92 3.98 28.9 17.3 2.93 3.17 3.54 4.26 5.20 7.08 9.33 12.4 16.8 21.8 27.8 35.6 56.62.78 3.57 23.4 12.4 2.62 2.87 3.21 3.68 4.29 5.36 6.78 8.69 11.6 15.5 21.2 29.9 48.71.11 1.04 0.81 1.30 0.93 0.77 0.78 0.74 0.78 0.84 0.90 0.99 0.99 1.09 1.09 1.16 1.50

 199 03520000 35°44′33′′ 84°19′56′′ TENNESSEE RIVER AT LOUDON (1) 12221 12219 116 2.254 57 2.76 19

3286 4319 18511 13773 2978 3350 3870 4790 5770 7580 9420 11400 13800 16700 20300 25300 367004158 5656 18897 16464 3873 4356 4850 5977 7354 9625 11687 13857 16059 18784 21672 26357 367532868 3772 21934 14763 2725 2973 3357 4184 5285 7159 9210 11561 14815 18702 23332 29465 45151

2.55 2.76 3.27 2.77 1.32 1.99 1.87 1.82 1.94 2.04 2.18 2.11 2.83 3.18 4.21 5.60 5.98
44 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 207 03528000 36°25′30′′ 83°23′54′′ CLINCH RIVER ABOVE TAZEWELL (1) 1474 1475 59 2.193 71 2.01 83

141 191 2052 1038 135 151 168 211 265 386 546 777 1100 1510 2040 2865 4672141 208 2139 1261 136 156 181 231 297 441 627 868 1195 1615 2165 2981 4686106 168 2275 1268 101 119 143 189 257 393 585 841 1211 1667 2216 3087 4933

0.71 0.83 5.41 8.23 0.37 0.51 0.57 0.65 1.18 2.96 4.40 5.69 6.30 6.35 6.75 7.52 9.30

 208 03528300 36°22′56′′ 83°42′40′′ BIG BARREN CR NEAR TAZEWELL (1) 19.0 20.4 105 2.209 100 1.97 10

2.07 2.55 13.9 7.02 2.06 2.16 2.36 2.62 3.02 3.75 4.56 5.62 7.06 9.13 12.7 18.2 31.82.75 3.67 26.1 15.4 2.66 2.93 3.28 3.84 4.57 6.06 7.80 10.3 13.9 19.0 25.3 34.4 56.63.70 4.86 30.1 17.4 3.47 3.78 4.28 5.02 6.01 7.44 9.64 12.5 16.5 21.8 28.8 39.7 61.81.24 1.30 0.56 1.40 0.99 0.86 0.92 0.94 1.00 1.04 1.07 1.10 1.02 0.93 0.77 0.70 1.01

 209 03528400 36°20′42′′ 83°53′40′′ WHITE CREEK NR SHARPS CHAPEL (1) 2.68 2.62 113 2.222 100 1.97 33

0.59 0.72 3.62 1.90 0.58 0.63 0.68 0.76 0.84 0.96 1.15 1.40 1.75 2.26 3.02 4.33 7.400.36 0.50 3.53 1.77 0.36 0.40 0.43 0.49 0.57 0.75 0.97 1.27 1.75 2.32 3.09 4.25 6.990.48 0.63 3.81 2.05 0.45 0.49 0.55 0.64 0.75 0.90 1.15 1.47 1.95 2.61 3.53 4.99 7.780.75 0.72 0.93 1.64 0.74 0.53 0.53 0.51 0.58 0.68 0.74 0.83 1.13 1.38 1.28 0.95 1.18

 214 03532000 36°32′30′′ 83°37′49′′ POWELL RIVER NEAR ARTHUR (1) 685 688 67 2.188 72 2.24 65

80.5 102 1127 554 78.4 86.2 93.7 111 137 202 286 405 580 794 1090 1550 252361.1 92.3 1031 608 59.9 69.2 80.8 104 138 210 298 412 563 758 1012 1401 221264.6 98.3 1061 621 61.3 70.9 84.1 109 145 212 304 424 593 800 1053 1450 2278

0.54 0.60 5.08 5.60 0.36 0.46 0.51 0.56 1.00 2.21 3.11 4.13 4.95 5.36 5.95 7.01 10.4

 215 03533000 36°12′56′′ 84°04′56′′ CLINCH RIVER BELOW NORRIS DAM (1) 2913 2914 60 2.233 70 2.07 31

290 454 4626 2701 301 357 406 517 706 1050 1490 2010 2632 3450 4600 6400 10500246 357 4178 2295 240 272 314 398 515 778 1111 1544 2215 3067 4201 5881 9286212 336 4772 2521 204 239 287 381 522 797 1185 1701 2461 3424 4574 6345 10222

1.89 2.64 7.51 11.9 1.28 1.80 1.94 2.22 2.98 4.57 5.60 5.49 7.66 8.42 11.5 13.4 9.03

 216 03535000 36°06′52′′ 83°59′16′′ BULLRUN CR NR HALLS CROSSROADS (1) 68.5 68.6 89 2.235 39 2.13 30

5.24 7.64 96.7 45.6 5.40 6.13 6.85 8.12 9.68 14.3 19.8 27.9 40.0 57.5 81.0 117 1968.59 12.5 112 65.2 8.27 9.26 10.7 13.4 16.7 24.0 32.4 44.2 59.7 79.9 106 146 2377.68 11.4 107 58.2 7.33 8.40 9.77 12.4 15.9 23.1 31.1 41.3 56.3 76.2 105 146 2331.15 1.19 0.71 2.24 1.01 0.98 1.07 1.10 1.17 1.32 1.43 1.54 1.45 1.33 1.14 1.22 2.29

 217 03537500 35°54′38′′ 84°18′54′′ MELTON BRANCH NEAR OAK RIDGE (1) 1.48 1.50 120 2.249 41 2.13 8

0.00 0.15 2.47 0.92 0.00 0.00 0.00 0.09 0.14 0.30 0.50 0.68 0.94 1.31 1.84 2.87 5.280.22 0.31 2.19 1.05 0.21 0.23 0.26 0.30 0.37 0.49 0.62 0.78 1.06 1.41 2.01 2.97 4.770.23 0.32 2.25 1.15 0.22 0.24 0.27 0.33 0.39 0.52 0.66 0.84 1.11 1.51 2.13 3.04 4.800.54 0.56 1.05 1.75 0.53 0.37 0.39 0.41 0.51 0.66 0.74 0.85 1.23 1.61 1.85 1.27 1.59

 218 03538225 35°59′55′′ 84°20′23′′ POPLAR CREEK NEAR OAK RIDGE (1, 2) 82.5 82.8 46 2.246 51 2.69 28

4.78 7.39 165 86.1 5.08 5.73 6.48 8.09 11.0 17.9 28.5 43.8 67.5 99.6 141 203 3401.70 3.14 136 53.0 1.71 2.10 2.64 3.74 5.46 9.69 16.0 26.7 48.5 76.3 116 181 3152.63 4.96 137 56.0 2.57 3.16 3.99 5.65 8.28 14.1 22.7 35.4 55.3 84.0 123 185 3030.98 1.33 4.56 6.81 0.60 0.60 0.63 0.72 0.82 1.01 1.22 1.46 3.46 3.43 5.76 7.84 6.75
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report45

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 219 03538270 35°56′14′′ 84°20′22′′ BEAR CR AT ST HWY 95 NR OAK RIDGE (1, 2) 4.26 4.02 65 2.249 28 2.56 15

0.26 0.42 7.56 4.02 0.23 0.26 0.32 0.44 0.60 0.95 1.47 2.10 3.03 4.54 6.52 9.87 16.50.33 0.48 5.97 2.82 0.33 0.37 0.42 0.51 0.64 0.93 1.28 1.78 2.52 3.57 5.43 8.40 13.80.22 0.38 6.32 2.77 0.21 0.26 0.31 0.41 0.56 0.91 1.31 1.86 2.70 3.94 5.85 8.77 14.20.80 0.91 1.49 1.85 1.00 0.90 0.97 1.10 1.26 1.52 1.62 1.75 1.60 1.28 2.10 3.67 4.06

 220 03538500 36°06′46′′ 84°36′54′′ EMORY RIVER NEAR WARTBURG (1, 2) 83.2 83.0 34 2.247 71 3.04 25

0.00 0.00 144 43.7 0.00 0.00 0.00 0.75 1.50 3.20 8.41 19.4 38.9 71.0 117 191 3540.74 2.26 155 50.8 0.11 1.10 1.61 2.67 4.68 9.26 16.4 27.9 49.6 86.9 134 205 3640.68 1.65 140 43.1 0.10 0.91 1.24 1.97 3.30 6.60 12.9 23.7 42.8 73.5 114 187 3191.06 1.70 5.07 4.31 0.49 0.57 0.65 0.80 0.95 1.46 1.91 2.25 2.87 3.16 5.56 6.82 6.88

 221 03539500 35°55′33′′ 84°54′48′′ DADDYS CREEK NEAR CRAB ORCHARD (1, 2) 93.5 94.4 32 2.283 20 3.06 27

0.00 0.25 174 39.7 0.00 0.07 0.13 0.41 0.95 3.38 9.29 26.8 56.4 100 157 261 4790.15 0.51 166 43.4 0.11 0.24 0.36 0.69 1.33 4.08 9.97 21.9 43.9 79.1 129 206 3890.25 0.78 166 41.2 0.19 0.38 0.55 0.99 1.88 4.89 10.5 21.2 41.7 77.2 132 231 4160.81 1.43 8.84 5.15 0.41 0.47 0.53 0.72 0.97 1.68 2.52 3.28 3.87 3.79 5.88 6.05 8.24

 222 03539600 35°59′53′′ 84°49′24′′ DADDYS CREEK NEAR HEBBERTSBURG (1, 2) 139 140 32 2.279 25 2.95 14

0.44 1.68 244 85.5 0.37 0.58 0.96 2.07 4.48 10.7 22.5 49.3 92.3 147 227 326 6100.23 0.92 249 69.9 0.25 0.39 0.62 1.29 2.64 7.55 17.6 37.3 72.8 127 202 320 5900.40 1.21 245 61.8 0.41 0.60 0.86 1.54 2.88 7.32 15.8 31.8 62.3 115 194 338 6051.01 1.61 8.86 5.38 0.43 0.51 0.58 0.80 1.11 1.82 2.72 3.54 4.18 4.13 6.27 6.49 8.86

 223 03539778 36°06′11′′ 84°43′06′′ CLEAR CR, LILLY BRIDGE RD, LANCING (1, 2) 170 171 33 2.249 19 3.80 5

0.25 0.88 236 142 0.30 0.45 0.65 1.15 2.43 6.48 11.4 23.8 62.3 120 188 303 5390.40 1.13 302 85.9 0.42 0.56 0.79 1.60 3.15 9.07 20.9 45.8 90.9 155 249 389 7100.78 2.23 303 90.8 0.80 1.14 1.61 2.83 5.17 12.9 26.1 49.6 91.5 160 261 436 7531.06 1.72 8.85 7.25 0.47 0.55 0.65 0.87 1.23 1.92 2.93 4.45 5.58 5.21 8.04 7.31 8.31

 224 03539800 36°04′53′′ 84°40′15′′ OBED RIVER NEAR LANCING (1) 518 519 32 2.249 20 3.35 29

1.50 5.32 987 315 1.32 1.85 3.00 8.35 18.0 44.6 95.9 206 379 597 905 1400 23541.45 4.08 941 274 1.47 2.02 2.93 6.26 12.7 36.1 81.3 170 322 530 820 1251 22561.57 4.78 915 258 1.60 2.36 3.42 6.21 11.8 31.2 67.2 134 259 466 770 1305 23021.39 2.27 11.1 11.1 0.59 0.71 0.84 1.21 1.77 3.01 4.62 6.75 7.72 7.29 8.84 8.72 9.91

 225 03540000 36°01′39′′ 84°34′47′′ EMORY RIVER AT DEERMONT (1) 704 705 33 2.251 31 3.25 6

3.54 6.42 1408 535 4.23 4.48 4.98 8.58 19.0 68.2 165 371 657 992 1320 1996 34494.23 11.0 1236 414 4.23 5.63 8.00 15.5 29.0 68.5 137 259 458 729 1095 1644 29203.71 10.1 1244 384 3.75 5.27 7.41 12.7 22.9 53.9 110 209 386 667 1058 1734 30031.33 1.89 11.0 11.4 0.59 0.72 0.85 1.20 1.78 3.07 4.80 6.92 7.83 7.44 8.97 9.19 10.3

 226 03540500 35°58′59′′ 84°33′29′′ EMORY RIVER AT OAKDALE (1) 764 765 33 2.253 30 3.25 74

0.85 5.04 1463 496 0.90 1.78 3.57 8.68 21.1 63.3 144 300 561 904 1444 2060 38384.71 11.9 1339 445 4.70 6.19 8.72 16.9 31.5 74.4 149 281 498 791 1191 1785 31653.99 10.9 1354 417 4.04 5.68 7.99 13.7 24.8 58.6 119 227 420 726 1153 1889 32741.32 1.87 10.9 11.3 0.58 0.71 0.84 1.19 1.76 3.04 4.75 6.85 7.76 7.37 8.91 9.12 10.3
46 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Central and East Tennessee region—Continued 227 03541300 35°59′22′′ 84°29′16′′ BITTER CREEK NEAR OAKDALE (1, 2) 12.6 12.7 34 2.250 70 2.72 8 0.12 0.37 31.7 13.2 0.10 0.15 0.20 0.32 0.56 1.22 2.71 5.18 10.4 17.6 26.0 38.6 68.6 0.00 0.51 22.9 7.93 0.00 0.00 0.00 0.53 0.83 1.51 2.53 4.10 7.07 12.2 19.9 30.4 52.3 0.00 0.23 20.5 5.88 0.00 0.00 0.00 0.27 0.44 0.88 1.71 3.17 5.79 10.1 16.1 27.3 47.1 0.58 0.90 3.13 4.14 0.52 0.57 0.68 0.97 1.18 1.66 2.07 2.25 2.60 3.01 3.72 3.99 4.71 228 03541500 35°47′49′′ 84°45′37′′ WHITES CREEK NEAR GLEN ALICE (1, 2) 108 109 32 2.275 32 2.93 21 0.12 0.36 213 54.0 0.11 0.18 0.23 0.39 1.16 4.81 12.9 27.2 56.5 112 182 293 524 0.18 0.75 195 57.2 0.19 0.33 0.53 1.02 2.02 5.93 14.0 29.6 56.7 97.2 154 245 460 0.33 0.99 190 48.0 0.34 0.49 0.71 1.24 2.31 5.67 12.2 24.6 48.3 89.0 149 259 463 0.97 1.61 8.29 4.96 0.44 0.50 0.56 0.76 1.01 1.66 2.43 3.24 3.86 4.00 6.03 6.11 8.31 229 03543500 35°34′53′′ 84°44′53′′ SEWEE CREEK NEAR DECATUR (1) 117 117 79 2.300 47 2.06 60 14.0 18.3 191 82.0 14.1 15.0 16.8 19.9 23.9 30.9 40.1 55.4 77.8 111 161 240 415 9.99 14.6 202 85.1 9.66 10.9 12.7 16.0 20.1 28.5 39.3 55.1 83.0 124 183 271 453 10.6 16.2 198 91.5 10.3 11.8 13.9 17.8 23.2 34.0 47.0 64.5 91.3 129 182 258 421 0.65 0.62 2.67 3.24 0.63 0.61 0.60 0.64 0.71 0.82 0.93 1.05 1.97 1.99 2.35 3.29 5.12 230 03544500 35°30′17′′ 85°01′20′′ RICHLAND CREEK NEAR DAYTON (1, 2) 50.2 50.3 32 2.325 16 3.69 27 0.00 0.11 104 32.2 0.00 0.00 0.08 0.19 0.36 1.08 5.13 16.1 36.0 63.5 102 160 265 0.00 0.19 89.4 22.1 0.00 0.00 0.14 0.26 0.49 1.71 4.61 10.7 22.4 40.9 67.8 111 209 0.00 0.39 94.7 21.4 0.00 0.00 0.28 0.50 0.97 2.58 5.55 11.2 22.3 42.2 74.3 131 237 1.28 2.11 11.4 4.42 0.53 0.62 0.71 0.88 1.13 2.37 3.35 3.40 3.46 3.75 5.88 8.90 15.6 237 03556000 35°07′57′′ 84°20′37′′ TURTLETOWN CR AT TURTLETOWN (1) 26.9 27.5 135 2.313 81 2.39 37 13.2 16.8 51.5 43.4 12.6 13.9 15.4 17.7 20.9 25.5 30.2 35.6 42.2 49.6 58.6 68.8 87.5 6.07 7.64 46.3 22.6 5.71 6.15 6.85 7.86 9.16 11.2 13.7 17.0 22.2 29.6 40.5 56.2 90.4 6.33 8.07 47.1 24.1 6.03 6.39 7.14 8.33 9.87 11.9 14.8 18.5 24.2 32.6 43.8 59.8 93.8 0.65 0.60 4.17 1.29 0.67 0.57 0.60 0.59 0.64 0.72 0.75 0.78 1.02 1.65 3.23 7.13 12.7

 238 03557000 35°13′20′′ 84°31′34′′ HIWASSEE RIVER NEAR RELIANCE (1) 1223 1223 139 2.313 51 3.12 34

366 565 2635 2033 337 408 492 659 802 1030 1305 1620 1978 2400 2910 3560 4813482 665 2624 2001 422 496 573 715 861 1100 1352 1632 1970 2352 2802 3486 4870319 413 2315 1365 305 327 366 447 552 722 895 1102 1406 1820 2357 3040 4683

1.92 2.05 3.42 2.13 0.91 1.21 1.16 1.35 1.63 1.87 1.96 2.08 2.33 2.64 3.20 4.12 6.61

 240 03559500 34°59′29′′ 84°22′33′′ OCOEE RIVER AT COPPERHILL (1) 352 353 146 2.318 55 2.74 11

245 287 881 808 234 247 271 311 350 423 512 609 721 845 968 1163 1523129 182 797 551 110 126 147 185 228 298 368 445 542 665 822 1042 1480

91.9 117 645 364 87.9 93.7 104 125 152 193 237 291 372 486 638 837 1301

1.21 1.01 1.99 1.06 0.68 0.78 0.77 0.77 0.79 0.74 0.73 0.85 0.95 1.16 1.51 2.12 4.42

 242 03561500 35°00′25′′ 84°24′46′′ OCOEE RIVER AT McHARG (1) 447 447 150 2.318 58 2.67 12

211 322 1172 1007 140 183 281 375 437 573 703 817 962 1150 1320 1580 2080

184 260 1039 748 155 179 208 261 320 414 507 609 735 891 1089 1364 1908123 155 819 467 117 125 138 165 199 250 306 375 478 621 810 1058 1643

1.16 1.01 1.95 1.01 0.59 0.72 0.72 0.73 0.76 0.73 0.71 0.83 0.94 1.15 1.48 2.10 4.32
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report47

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 243 03562000 35°02′12′′ 84°26′09′′ BRUSH CREEK NEAR DUCKTOWN (1) 14.4 14.2 175 2.318 71 2.47 8

5.01 6.31 26.3 25.7 5.28 5.46 5.82 6.59 7.80 10.1 12.4 14.9 17.8 21.2 26.4 33.8 47.74.52 6.89 34.6 23.5 4.28 5.05 5.98 7.37 9.07 11.6 14.4 18.0 23.0 29.5 36.5 45.4 63.34.36 5.30 24.4 13.0 4.15 4.31 4.74 5.39 6.20 7.25 8.58 10.3 13.1 17.2 23.1 31.1 48.40.43 0.39 2.27 0.62 0.28 0.23 0.24 0.23 0.25 0.29 0.32 0.38 0.52 0.96 1.89 3.84 5.64

 244 03563000 35°05′48′′ 84°32′07′′ OCOEE RIVER AT EMF (1) 524 522 152 2.318 57 2.82 17

259 362 1322 1075 194 263 320 385 452 582 733 869 1040 1242 1471 1770 2384220 312 1214 891 183 214 249 312 383 495 604 723 869 1049 1279 1594 2222148 187 965 558 142 150 167 199 240 303 369 450 572 741 963 1252 1936

1.38 1.15 2.21 1.10 0.68 0.83 0.82 0.84 0.88 0.81 0.77 0.90 1.00 1.23 1.58 2.25 4.78

 245 03565040 35°26′24′′ 84°26′51′′ CHESTUEE CREEK AB ENGLEWOOD (1) 14.8 14.8 119 2.304 22 0.64 13

2.21 2.70 24.0 10.6 2.32 2.52 2.63 2.96 3.49 4.67 6.46 8.49 11.6 16.1 22.6 31.4 49.12.05 2.72 25.8 10.7 2.02 2.20 2.46 2.90 3.43 4.39 5.55 7.35 10.8 15.9 23.5 33.2 54.31.37 1.95 20.0 9.06 1.32 1.54 1.74 2.08 2.49 3.67 4.67 6.11 8.48 11.7 17.5 25.8 45.00.57 0.53 1.47 1.00 0.62 0.51 0.52 0.51 0.54 0.58 0.60 0.64 0.72 1.06 1.98 4.01 8.28

 246 03565120 35°24′05′′ 84°31′22′′ CHESTUEE CREEK AT ZION HILL (1) 37.8 37.8 102 2.306 26 0.84 18

7.45 8.97 59.2 27.1 7.52 7.84 8.48 9.65 11.3 14.2 18.1 23.1 30.0 40.3 55.8 77.4 1195.80 7.74 67.8 32.5 5.64 6.08 6.85 8.23 10.0 13.4 17.2 23.1 32.9 47.7 67.6 95.7 1493.26 4.77 54.5 24.6 3.15 3.68 4.21 5.16 6.38 9.51 12.5 16.7 23.4 32.7 48.0 70.2 1210.53 0.55 1.48 1.62 0.66 0.59 0.63 0.65 0.74 0.87 0.97 1.08 1.15 1.49 2.19 2.99 5.17

 247 03565160 35°25′16′′ 84°31′16′′ MIDDLE CR BL HWY 39 NR ENGLEWOOD (1) 32.7 32.6 128 2.306 33 0.89 17

7.47 8.78 51.4 25.2 7.39 7.79 8.48 9.54 11.0 13.7 17.4 22.7 28.9 38.6 52.6 73.1 1097.08 9.02 57.4 29.2 6.91 7.41 8.19 9.45 11.1 13.8 17.0 21.7 30.1 40.4 53.4 72.6 1154.22 5.71 47.3 22.8 4.04 4.57 5.13 6.05 7.20 9.93 12.5 16.0 21.7 29.5 42.3 60.4 1020.56 0.53 2.27 1.33 0.66 0.57 0.58 0.58 0.62 0.72 0.79 0.86 1.03 1.41 2.15 3.39 5.63

 248 03565250 35°16′57′′ 84°36′32′′ CHESTUEE CREEK AT DENTVILLE (1) 114 114 112 2.312 32 0.90 18

22.2 27.2 181 82.8 24.2 25.0 26.4 29.6 33.8 44.1 55.3 72.8 94.3 129 177 255 38820.9 28.7 219 111 20.0 22.1 25.4 30.8 37.6 49.4 63.1 83.0 110 151 204 284 45112.6 17.5 169 80.5 12.1 13.8 15.7 19.0 23.2 33.2 42.9 56.1 77.4 106 151 216 368

0.80 0.74 3.03 2.01 0.85 0.82 0.81 0.79 0.83 0.93 1.03 1.19 1.39 1.76 2.20 3.11 6.39

 249 03565300 35°10′02′′ 84°42′59′′ S CHESTUEE CREEK NEAR BENTON (1) 31.8 31.6 75 2.319 34 0.96 29

2.49 3.46 50.2 19.1 2.32 2.69 3.23 4.06 4.77 6.39 8.58 12.4 18.0 26.3 38.5 58.2 1012.29 3.33 49.8 17.5 2.15 2.42 2.84 3.61 4.57 6.40 8.68 11.9 17.5 27.1 45.0 74.2 1211.81 2.85 47.1 18.8 1.76 2.09 2.46 3.12 4.03 6.20 8.69 12.3 18.1 26.5 39.8 59.9 1040.58 0.61 1.58 1.88 0.66 0.61 0.62 0.66 0.76 0.93 1.06 1.18 1.16 1.14 1.97 3.25 4.79

 250 03565500 35°19′39′′ 84°42′18′′ OOSTANAULA CREEK NEAR SANFORD (1) 57.0 57.9 137 2.311 62 1.33 35

15.9 19.2 92.7 52.1 15.1 15.9 17.5 20.2 23.1 25.8 28.5 34.7 56.5 71.6 91.5 119 18114.9 18.9 111 59.0 14.3 15.4 17.1 19.9 23.4 29.3 36.3 46.0 60.1 79.3 106 143 220

11.1 14.1 90.9 46.1 10.6 11.4 12.7 14.8 17.3 21.8 27.0 34.0 45.1 60.4 82.6 114 186

0.87 0.78 2.41 1.42 0.92 0.84 0.85 0.78 0.81 0.87 0.89 0.98 1.09 1.36 1.87 2.44 4.99
48 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 251 03566000 35°17′16′′ 84°45′07′′ HIWASSEE RIVER AT CHARLESTON (1) 2298 2299 134 2.313 52 2.73 23

780 1200 4835 3640 602 846 1000 1250 1544 2068 2510 2940 3563 4277 5231 6451 9078866 1178 4376 3435 762 891 1027 1272 1520 1936 2361 2833 3357 4003 4738 5877 8311564 733 4297 2532 541 582 652 799 989 1303 1630 2021 2597 3362 4347 5607 8719

2.14 2.68 3.81 3.23 0.95 1.39 1.45 1.86 2.63 3.31 3.39 3.23 3.74 4.08 5.07 6.17 8.83

 252 03566420 35°03′43′′ 85°03′59′′ WOLFTEVER CREEK NEAR OOLTEWAH (1, 2) 18.8 19.1 65 2.349 48 1.04 25

1.69 2.59 32.2 13.1 1.42 1.69 2.11 2.95 3.89 5.08 6.65 9.07 13.1 18.4 25.9 37.8 66.71.00 1.55 31.8 10.2 0.96 1.11 1.32 1.72 2.24 3.25 4.74 7.04 10.6 16.3 25.8 40.7 70.70.89 1.45 29.6 10.4 0.87 1.04 1.24 1.58 2.08 3.15 4.58 6.68 10.2 15.6 23.7 36.5 64.00.93 0.98 3.38 2.42 0.80 0.72 0.77 0.88 1.09 1.36 1.53 1.55 1.44 1.57 3.36 6.25 6.70

 253 03567500 35°00′51′′ 85°12′35′′ S CHICKAMAUGA CR NR CHICKAMAUGA (1) 428 428 91 2.351 41 1.37 62

85.4 103 702 308 76.0 82.4 91.8 110 125 153 185 231 300 406 564 824 150175.5 98.9 819 390 67.1 75.6 86.5 106 126 167 219 295 397 554 752 1059 175241.5 60.9 726 321 40.4 46.2 53.4 67.2 85.9 125 169 228 322 455 645 912 1538

1.58 1.76 5.35 4.48 1.60 1.81 1.80 1.97 2.22 2.52 2.78 3.03 3.51 3.98 5.36 7.10 13.0

 255 03571000 35°12′22′′ 85°29′48′′ SEQUATCHIE RIVER NEAR WHITWELL (1) 402 400 64 2.349 50 2.58 73

32.5 42.1 759 285 32.4 36.4 40.7 49.2 62.8 96.8 142 215 341 514 729 1070 179126.8 39.1 662 261 26.0 29.4 34.1 43.2 55.0 80.8 117 170 258 398 583 872 150626.2 43.0 751 307 25.7 30.0 36.0 48.4 66.7 103 150 215 318 469 670 961 1583

2.56 3.37 8.29 7.22 2.49 2.84 3.14 3.97 5.09 5.95 5.84 5.02 5.70 6.67 8.53 10.4 13.8

 267 03578000 35°17′48′′ 85°52′12′′ ELK RIVER NEAR PELHAM (1, 2) 65.6 65.2 48 2.352 35 2.50 37

1.50 2.53 138 36.3 1.56 1.78 2.01 2.70 4.19 8.28 16.1 30.8 54.0 84.9 125 183 3221.76 3.05 118 35.4 1.78 2.10 2.57 3.55 5.03 8.61 13.9 22.3 39.1 65.7 99.5 148 2611.82 3.51 119 39.9 1.81 2.24 2.82 4.03 5.95 10.4 16.5 25.8 41.1 65.2 100 154 2630.91 1.11 9.44 3.29 0.59 0.64 0.74 0.92 1.78 3.00 3.04 2.75 2.74 3.82 8.44 13.1 15.1

 268 03578500 35°21′21′′ 85°58′45′′ BRADLEY CR NR PRAIRIE PLAINS (1) 41.3 38.4 115 2.351 59 1.09 8

3.24 3.69 64.9 27.4 3.08 3.39 3.69 4.08 4.79 7.33 9.81 14.3 21.9 37.2 56.4 83.1 1415.27 6.85 61.7 24.1 4.96 5.39 6.05 7.05 8.34 10.7 13.3 17.1 23.7 35.0 51.9 77.2 1305.06 6.79 60.5 26.3 4.87 5.38 6.08 7.14 8.54 11.1 14.3 18.7 25.9 36.3 51.6 74.1 1250.57 0.48 12.6 2.21 0.84 0.74 0.75 0.73 0.78 0.83 0.89 1.06 1.60 2.95 8.92 13.8 22.8

 269 03579100 35°17′08′′ 86°06′20′′ ELK RIVER AT ESTILL SPRINGS (1) 275 273 96 2.373 53 1.71 31

32.4 46.0 483 205 30.8 40.6 43.7 51.1 56.5 72.6 105 152 225 333 475 679 114137.7 50.3 463 201 35.4 39.3 44.7 54.2 64.8 85.1 111 148 203 289 408 589 99531.5 45.1 488 211 30.7 34.3 39.5 49.1 62.1 86.1 115 153 215 305 430 604 1004

1.51 1.90 12.6 6.88 1.74 2.06 2.42 2.92 3.37 4.00 4.36 5.10 6.29 7.74 11.8 13.0 17.7

 270 03580300 35°11′14′′ 86°05′42′′ BOILING FORK CR AB WINCHESTER (1, 2) 55.9 55.3 52 2.377 70 1.78 9

3.44 4.21 83.6 28.1 3.38 3.59 4.01 4.86 6.00 8.54 12.6 21.4 32.1 49.1 74.8 112 1902.07 3.50 93.6 23.8 2.07 2.43 2.93 3.87 5.10 7.56 10.7 15.8 25.6 44.0 72.9 111 1962.03 3.56 97.8 31.6 2.01 2.39 2.95 3.96 5.52 8.58 13.3 20.4 32.4 51.3 77.5 119 2060.88 0.94 9.38 2.91 0.56 0.58 0.66 0.79 1.49 2.46 2.58 2.37 2.46 3.57 6.94 12.1 12.2
Appendix A. Basin and Streamflow Characteristics for Sites in This Report 49

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 271 03582000 35°08′04′′ 86°32′23′′ ELK RIVER ABOVE FAYETTEVILLE (1) 827 827 84 2.381 59 1.66 17

146 163 1413 619 143 148 160 174 198 250 328 448 638 952 1380 1975 3238

110 147 1386 644 105 116 131 158 190 257 342 456 644 898 1260 1810 3028

81.4 119 1510 634 79.5 89.7 104 132 171 242 332 455 653 936 1315 1850 3103

2.23 2.68 10.3 9.92 2.21 2.80 2.99 3.50 4.02 4.76 5.24 5.33 6.88 7.53 10.0 12.6 20.2

 272 03582500 35°08′10′′ 86°35′15′′ ELK RIVER NEAR FAYETTEVILLE (1) 897 897 81 2.382 59 1.67 10

131 159 1533 773 111 120 140 177 207 277 390 546 743 1010 1385 1966 3327

112 152 1499 702 105 119 134 163 199 272 367 492 701 981 1378 1980 3296

83.3 124 1642 682 81.5 92.3 108 137 178 255 353 487 703 1013 1426 2012 3380

2.26 2.73 11.2 9.89 2.24 2.90 3.11 3.65 4.19 4.88 5.35 5.54 7.08 7.90 10.6 13.7 21.8

 273 03583000 35°11′31′′ 86°50′43′′ BRADSHAW CREEK AT FRANKEWING (1, 2) 36.5 36.5 44 2.386 54 2.03 8

0.00 0.15 61.2 19.2 0.00 0.00 0.00 0.18 0.69 2.77 5.78 10.3 17.4 27.0 42.0 69.4 1350.74 1.41 62.4 15.9 0.74 0.91 1.13 1.55 2.28 4.06 6.50 10.6 17.4 30.0 48.5 76.6 1360.78 1.53 66.2 19.1 0.78 0.97 1.23 1.75 2.58 4.42 7.28 11.8 19.7 32.7 51.4 81.9 1431.16 1.27 8.44 3.06 0.60 0.63 0.69 0.77 1.26 2.38 2.68 2.50 2.41 3.48 6.25 9.05 8.85

 274 03583300 35°19′10′′ 86°52′20′′ RICHLAND CREEK NR CORNERSVILLE (1, 2) 47.5 47.9 37 2.381 56 1.82 8

0.56 1.10 77.0 24.8 0.70 0.87 0.98 1.24 1.80 3.33 6.10 10.1 16.7 27.5 46.2 77.1 1590.49 1.12 75.7 16.6 0.00 0.00 0.84 1.23 1.89 3.73 6.24 10.6 17.9 32.7 56.8 93.7 1660.49 1.09 85.3 21.4 0.00 0.00 0.85 1.28 2.02 3.81 6.92 12.2 22.0 38.7 63.0 105 1901.18 1.57 10.1 3.69 0.53 0.61 0.70 0.79 1.20 2.48 3.07 2.92 2.64 3.21 6.09 10.4 15.3

 275 03583500 35°15′08′′ 87°10′08′′ WEAKLEY CREEK NR BODENHAM (1) 24.4 24.1 111 2.400 76 2.46 10

3.78 4.94 36.0 15.7 4.23 4.41 4.76 5.46 6.30 7.63 10.1 12.5 15.8 21.7 31.3 48.1 78.63.04 4.32 38.4 14.0 3.00 3.29 3.75 4.57 5.57 7.19 8.93 11.3 15.7 22.6 31.9 47.1 77.33.77 5.15 45.6 18.6 3.67 3.94 4.49 5.40 6.63 8.38 10.8 14.1 19.4 27.8 39.3 55.5 90.00.54 0.53 8.84 3.31 0.71 0.63 0.69 0.75 0.90 1.18 1.43 1.98 2.92 4.34 11.8 21.5 16.2

 276 03584000 35°12′51′′ 87°06′05′′ RICHLAND CREEK NEAR PULASKI (1) 366 367 62 2.392 65 2.09 41

15.7 26.2 613 180 17.4 20.4 24.4 31.6 41.3 61.8 92.0 131 196 307 487 773 141924.0 34.6 582 208 24.1 26.6 30.9 38.2 47.7 67.6 94.7 134 207 327 508 765 131921.7 35.3 695 253 21.4 24.8 29.9 39.6 54.1 81.2 120 175 265 401 582 851 1436

1.33 1.79 11.7 6.23 1.09 1.31 1.49 1.93 2.77 3.99 4.45 4.34 4.82 7.01 12.5 15.4 19.0

 277 03584500 35°01′39′′ 86°56′52′′ ELK RIVER NEAR PROSPECT (1) 1784 1785 68 2.397 60 1.79 37

160 216 3043 1348 149 179 208 247 299 452 655 944 1384 1936 2725 4003 7188173 238 2834 1396 165 184 209 258 324 472 664 908 1359 1900 2696 3875 6393125 196 3394 1319 123 142 169 222 300 448 647 924 1376 2036 2899 4135 7010

2.71 2.67 11.9 8.72 2.74 3.45 3.55 3.99 4.48 5.00 5.35 5.39 6.57 7.98 10.5 13.9 20.4

 280 03588000 35°14′40′′ 87°21′02′′ SHOAL CREEK AT LAWRENCEBURG (1) 55.4 54.8 140 2.400 85 1.40 26

18.0 21.3 104 56.4 17.0 17.7 19.0 21.9 25.5 31.4 37.6 45.1 54.2 66.2 82.6 107 171

11.3 15.4 95.4 45.0 11.7 12.7 14.2 17.0 20.0 24.9 30.3 36.8 46.0 60.6 82.2 114 185

10.8 13.5 95.5 40.9 10.4 11.0 12.3 14.0 16.4 19.6 24.3 30.8 41.8 58.1 80.8 113 187

0.48 0.49 5.74 2.44 0.45 0.44 0.47 0.51 0.59 0.71 0.85 1.28 1.92 2.67 6.94 13.4 12.2
50 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 281 03588400 35°08′04′′ 87°31′45′′ CHISHOLM CREEK AT WESTPOINT (1) 43.0 42.8 140 2.402 83 2.60 26

10.2 14.3 83.0 36.0 11.2 11.9 13.1 15.3 17.9 22.0 26.9 32.5 40.5 52.1 68.4 93.4 152

8.90 12.1 75.1 35.3 9.16 9.93 11.1 13.3 15.6 19.5 23.7 28.9 36.3 47.8 64.5 89.0 1469.82 12.5 82.5 36.4 9.49 9.94 11.1 13.0 15.5 18.6 23.0 28.8 38.3 53.2 73.0 100 1600.48 0.49 7.27 2.84 0.48 0.45 0.49 0.53 0.61 0.73 0.88 1.34 2.13 3.33 9.08 13.4 12.5

 282 03588500 35°01′27′′ 87°34′44′′ SHOAL CREEK AT IRON CITY (1) 348 348 136 2.404 84 2.30 70

77.1 104 650 301 74.0 81.5 92.2 111 128 160 195 242 315 419 563 794 1302

100 133 663 389 89.5 99.9 115 140 166 210 258 313 392 496 634 845 1291

80.1 102 679 313 77.5 81.4 90.9 107 129 158 197 248 330 452 609 819 1315

0.84 0.84 6.85 2.29 0.72 0.84 0.87 0.94 1.11 1.32 1.46 2.00 2.50 3.21 5.10 8.13 14.0

 292 03593800 35°10′37′′ 88°12′34′′ HORSE CREEK NEAR SAVANNAH (1) 104 106 120 2.416 62 2.03 30

24.5 30.9 150 68.1 22.7 24.4 26.6 31.7 38.4 47.4 54.7 63.6 77.4 98.4 132 184 28516.3 22.2 177 75.8 15.4 16.9 19.3 23.3 28.0 36.3 45.7 58.4 78.3 108 149 218 36617.3 23.3 202 84.2 16.8 18.2 20.6 24.8 30.4 39.1 49.9 64.4 88.3 125 176 245 402

0.49 0.53 9.03 3.77 0.44 0.46 0.51 0.59 0.77 1.15 1.54 2.34 3.59 4.88 10.7 21.1 18.1

 293 03594040 35°13′45′′ 88°11′38′′ TURKEY CREEK NEAR SAVANNAH (1) 53.7 53.5 75 2.411 33 1.36 19

4.36 7.65 81.1 30.2 3.87 4.94 5.84 8.01 11.7 16.8 21.5 26.5 34.1 47.7 69.8 103 1703.58 5.58 89.1 28.4 3.43 3.98 4.71 6.16 7.92 11.3 15.4 21.1 30.5 46.1 71.8 112 1963.06 4.94 93.9 32.5 3.03 3.56 4.22 5.47 7.22 11.1 15.7 22.2 33.3 50.4 76.8 115 2010.93 0.97 6.71 2.13 0.75 0.68 0.76 0.93 1.19 1.49 1.52 1.54 1.68 2.32 6.01 15.5 11.6

 296 03594160 35°18′25′′ 88°07′31′′ INDIAN CR NR CERRO GORDO (1) 201 203 103 2.405 79 2.55 19

11.5 21.3 347 109 12.9 16.6 21.9 29.8 38.2 54.4 71.8 96.7 136 204 315 474 761

29.1 40.6 337 142 27.8 31.0 35.5 43.0 51.7 67.0 84.9 109 148 204 288 414 69031.0 42.8 399 168 30.2 32.6 37.4 45.8 57.5 74.3 97.5 128 178 253 350 485 786

0.83 0.95 13.3 4.92 0.90 0.98 1.13 1.36 1.81 2.65 3.21 4.10 5.67 7.55 14.8 23.4 20.1

 301 03596000 35°28′15′′ 86°07′18′′ DUCK RIVER BELOW MANCHESTER (1) 107 112 130 2.364 26 0.98 54

13.0 17.9 181 61.8 13.8 15.1 17.3 19.7 22.7 27.9 34.3 44.4 62.6 93.6 141 212 36916.1 20.3 180 69.2 14.9 16.5 18.4 21.3 24.8 30.9 37.8 49.7 67.7 97.4 145 219 38914.0 19.3 179 80.6 13.5 15.3 17.3 20.8 25.3 36.1 45.4 58.3 79.7 110 159 225 386

0.93 0.82 8.46 3.39 1.13 1.15 1.21 1.20 1.32 1.64 1.86 2.43 3.11 4.01 8.46 19.8 23.1

 302 03596500 35°27′26′′ 86°15′25′′ DUCK RIVER AT NORMANDY (1) 208 210 113 2.367 38 1.38 14

49.2 60.1 425 181 43.3 45.4 48.8 58.9 66.3 82.0 103 138 184 254 353 511 86841.7 53.1 377 179 38.3 42.3 47.2 56.3 65.6 82.4 103 134 177 246 337 470 77226.6 37.1 359 161 25.8 28.9 32.9 40.3 50.0 69.9 90.3 118 162 226 320 449 752

1.05 1.05 5.73 2.57 1.18 1.29 1.43 1.47 1.60 1.81 1.91 2.30 2.53 2.95 4.56 7.34 12.3

 303 03597000 35°33′59′′ 86°17′00′′ GARRISON FORK AT FAIRFIELD (1, 2) 66.3 65.7 58 2.363 66 2.01 7

1.38 2.86 108 30.3 1.62 1.83 2.29 4.35 6.41 10.0 15.6 23.1 33.3 50.4 73.9 111 2132.69 4.39 107 34.1 2.65 3.08 3.74 4.98 6.58 10.1 14.7 21.6 33.7 54.5 86.9 133 2343.25 5.45 117 41.6 3.20 3.75 4.55 6.03 8.25 12.5 18.7 27.7 42.5 65.3 96.6 145 2451.04 1.28 7.64 4.02 0.80 0.81 0.94 1.12 1.95 2.98 2.94 2.82 2.69 3.10 6.02 10.3 12.3
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report51

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region—Continued

 304 03597210 35°30′42′′ 86°19′26′′ GARRISON FK AB CSX RR, WARTRACE (1, 2) 85.5 83.2 54 2.366 62 1.89 12

2.89 5.90 162 52.2 2.65 3.45 4.56 6.69 8.89 14.2 22.5 35.4 53.4 77.4 113 173 3202.92 4.83 138 39.1 2.90 3.41 4.15 5.54 7.36 11.3 16.7 24.9 39.9 67.8 112 171 3013.40 5.88 148 50.7 3.35 3.99 4.89 6.58 9.16 14.3 21.9 33.1 51.8 80.7 121 183 3130.96 1.09 8.50 3.46 0.63 0.69 0.78 0.91 1.69 2.74 2.83 2.82 2.61 3.12 6.42 12.4 13.9

 305 03597500 35°35′16′′ 86°20′22′′ WARTRACE CREEK AT BELL BUCKLE (1, 2) 16.3 16.3 35 2.363 17 0.65 17

0.00 0.00 29.9 8.15 0.00 0.00 0.00 0.00 0.15 0.55 1.68 3.56 6.39 11.0 18.2 30.4 64.70.00 0.30 27.7 8.46 0.00 0.00 0.00 0.32 0.48 1.12 2.24 4.19 7.69 13.0 21.2 32.9 61.70.00 0.16 23.6 5.16 0.00 0.00 0.00 0.19 0.31 0.72 1.38 2.59 4.98 9.11 16.4 29.8 58.81.18 1.53 6.11 3.10 0.72 0.75 0.83 0.89 1.22 2.49 2.98 2.77 2.69 3.41 5.74 9.73 9.03

 306 03597590 35°31′38′′ 86°20′25′′ WARTRACE CR BL CNTY RD, WARTRACE (1, 2) 35.7 35.8 35 2.365 15 0.54 12

0.00 0.26 66.4 21.5 0.00 0.00 0.00 0.00 0.22 1.31 3.66 8.05 15.0 23.4 38.4 66.1 1400.00 0.31 66.6 19.1 0.00 0.00 0.24 0.37 0.60 1.75 4.28 9.04 17.9 31.5 49.9 78.4 1510.00 0.33 51.1 11.3 0.00 0.00 0.26 0.40 0.66 1.56 2.98 5.59 10.8 19.7 35.6 64.3 1291.27 1.61 7.93 3.29 0.52 0.58 0.64 0.70 0.98 2.00 2.68 2.69 2.62 3.30 5.32 7.63 9.77

 307 03598000 35°28′49′′ 86°29′57′′ DUCK RIVER NEAR SHELBYVILLE (1) 481 481 73 2.370 42 1.37 42

56.3 73.0 827 290 51.1 56.7 64.6 76.2 90.2 117 151 205 297 451 672 1040 179150.1 68.1 846 346 46.5 52.1 59.2 73.3 89.8 125 172 244 348 532 748 1101 190031.9 50.0 834 332 31.3 36.5 43.2 56.0 74.3 114 161 227 336 492 715 1037 1779

2.61 3.48 9.24 7.58 2.82 3.44 3.91 4.74 5.85 6.92 7.19 5.99 7.19 7.25 10.5 12.9 19.1

 308 03599000 35°26′56′′ 86°47′09′′ BIG ROCK CREEK AT LEWISBURG (1, 2) 24.9 24.8 35 2.374 54 1.41 14

0.00 0.00 43.0 15.0 0.00 0.00 0.00 0.00 0.28 1.49 3.67 6.92 12.4 20.4 29.9 51.2 1010.00 0.52 37.2 9.08 0.00 0.00 0.34 0.53 0.83 1.77 3.15 5.72 10.1 17.9 28.7 47.2 81.50.00 0.38 41.5 9.49 0.00 0.00 0.29 0.45 0.73 1.45 2.75 5.09 9.58 17.4 29.3 50.9 94.51.11 1.36 7.42 3.18 0.51 0.55 0.61 0.67 0.99 2.07 2.76 2.69 2.53 3.20 5.17 7.47 8.64

 309 03599500 35°37′05′′ 87°01′56′′ DUCK RIVER AT COLUMBIA (1) 1208 1209 49 2.369 34 1.07 20

76.0 111 2096 792 78.1 82.4 91.1 114 144 218 318 486 749 1160 1739 2731 501875.0 105 2154 843 71.5 80.0 91.0 116 151 242 367 559 872 1318 1840 2759 493530.6 56.7 2036 690 30.5 38.2 47.4 66.6 96.3 171 273 427 692 1084 1656 2534 4555

2.56 4.09 12.7 8.78 3.22 4.01 4.55 5.72 7.69 9.76 9.62 7.45 7.62 9.79 11.8 14.3 18.8

 310 03600088 35°43′02′′ 86°59′45′′ CARTERS CR, BUTLER RD, CARTERS CR (1, 2) 20.1 20.2 40 2.364 66 1.65 15

0.19 0.47 33.3 10.3 0.20 0.23 0.28 0.43 0.79 1.96 3.88 7.34 12.7 20.4 30.2 43.3 70.40.00 0.82 31.3 8.08 0.00 0.00 0.58 0.85 1.26 2.17 3.31 5.30 8.78 15.4 24.6 39.3 67.50.00 0.62 34.3 9.29 0.00 0.00 0.49 0.71 1.06 1.86 3.20 5.42 9.40 16.0 25.6 42.1 75.00.92 1.23 5.40 2.86 0.50 0.51 0.60 0.73 1.00 2.10 2.64 2.60 2.41 2.96 4.80 7.74 7.72

 311 03600500 35°29′19′′ 87°13′59′′ BIG BIGBY CR AT SANDY HOOK (1) 17.5 17.6 127 2.388 75 2.31 33

2.45 3.77 27.7 10.2 2.15 2.47 2.95 3.67 4.54 5.87 6.99 8.69 11.6 15.8 21.9 32.4 54.22.76 3.83 29.4 12.1 2.71 2.94 3.32 3.99 4.80 6.14 7.67 9.79 13.0 18.0 25.2 35.3 58.13.28 4.32 32.5 13.8 3.17 3.37 3.80 4.48 5.38 6.62 8.32 10.6 14.4 20.2 28.3 39.7 64.00.82 0.83 8.66 3.58 1.04 0.90 0.94 1.01 1.22 1.55 1.71 2.15 2.95 5.36 10.9 14.6 13.0
52 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Central and East Tennessee region—Continued 312 03602500 35°52′16′′ 87°30′05′′ PINEY RIVER AT VERNON TN (1) 193 193 132 2.380 74 1.95 69 51.9 62.4 314 155 48.2 51.3 56.6 63.6 72.5 85.4 102 121 151 198 270 377 624 47.5 61.6 347 179 44.0 47.9 53.4 63.9 75.5 94.1 115 141 180 235 312 430 683 39.7 50.9 355 165 38.3 40.8 45.6 53.8 64.7 80.3 101 127 171 234 318 433 702 0.75 0.73 6.50 2.52 0.74 0.80 0.87 0.96 1.13 1.38 1.55 2.07 2.55 3.19 5.35 9.29 15.5 313 03603000 35°55′48′′ 87°44′35′′ DUCK RIVER AB HURRICANE MILLS (1) 2557 2558 72 2.349 56 1.62 16 396 495 4345 1744 390 419 450 523 600 772 1000 1324 1934 2792 3982 5817 10029 333 459 4422 2357 315 357 402 497 628 900 1240 1685 2365 3224 4355 6038 9665 204 311 4567 2003 199 229 270 352 469 699 997 1399 2037 2916 4063 5704 9570 3.36 3.85 7.26 8.17 3.20 4.03 4.06 4.23 4.67 5.66 6.24 5.76 7.52 7.31 8.75 11.1 11.0 314 03604000 35°29′45′′ 87°49′58′′ BUFFALO RIVER NEAR FLAT WOODS (1) 447 449 130 2.394 83 2.40 82

110 145 769 374 111 117 130 153 179 221 264 318 397 507 662 909 1470

123 165 849 504 111 125 144 176 210 267 331 405 509 645 825 1095 1658

99.8 128 874 411 96.6 102 114 136 165 204 256 324 432 591 793 1063 1701

0.88 0.90 7.02 2.42 0.76 0.92 0.95 1.05 1.25 1.49 1.64 2.18 2.65 3.29 5.07 7.98 14.5

 315 03604100 35°36′23′′ 87°42′43′′ COON CREEK NEAR HOHENWALD (1) 10.1 10.1 113 2.389 88 1.96 7

1.21 2.25 14.0 7.53 1.64 1.77 1.91 2.29 2.72 3.38 4.10 4.96 6.03 7.97 11.1 15.8 26.01.52 2.12 16.8 7.06 1.48 1.61 1.83 2.21 2.67 3.40 4.10 5.43 7.20 10.2 14.4 19.8 32.51.56 2.09 18.0 7.21 1.51 1.62 1.83 2.16 2.59 3.19 4.09 5.35 7.41 10.6 15.1 21.7 35.50.43 0.44 11.5 3.26 0.48 0.40 0.45 0.53 0.72 1.03 1.29 1.74 2.47 5.57 13.0 17.4 14.4

 316 03604400 35°48′44′′ 87°46′44′′ BUFFALO RIVER BELOW LOBELVILLE (1) 702 704 121 2.384 84 2.42 66

179 229 1209 577 181 192 212 244 285 350 421 511 644 842 1116 1521 2412166 225 1267 768 146 168 194 238 287 374 470 573 748 952 1236 1649 2521146 190 1368 651 141 150 169 204 250 313 399 509 683 935 1248 1672 2674

1.60 1.82 6.92 3.19 1.15 1.44 1.46 1.63 1.90 2.10 2.17 2.35 3.09 3.59 5.14 7.24 15.6

 318 03605555 36°03′08′′ 87°54′27′′ TRACE CREEK ABOVE DENVER (1) 31.9 32.2 121 2.352 73 2.78 23

4.68 6.20 50.3 22.2 4.69 5.01 5.62 6.29 7.44 9.90 12.5 15.7 21.0 28.6 40.2 56.1 93.24.54 5.78 50.8 20.0 4.27 4.63 5.17 5.96 7.00 8.84 11.1 14.2 19.4 28.4 42.9 62.9 1056.20 8.27 59.2 27.6 5.97 6.38 7.22 8.64 10.5 13.2 16.7 21.3 28.5 39.3 53.9 74.4 1180.48 0.45 10.7 2.00 0.64 0.57 0.61 0.62 0.68 0.75 0.81 0.97 1.45 2.67 9.27 24.3 28.1

West Tennessee region

 291 03593300 35°13′11′′ 88°25′36′′ SNAKE CREEK NEAR ADAMSVILLE (1) 49.4 50.2 100 2.413 42 1.42 18

0.29 0.91 69.8 19.3 0.00 0.32 0.63 1.22 2.20 4.48 7.42 10.9 16.8 25.7 41.0 71.4 1411.36 2.34 65.5 19.1 1.24 1.55 1.93 2.53 3.24 4.45 6.15 8.07 11.6 18.0 32.2 64.0 1351.21 2.25 66.8 18.9 1.12 1.47 1.81 2.39 3.06 4.35 6.28 11.3 14.8 23.0 44.0 81.5 1530.31 0.40 10.4 2.87 0.39 0.35 0.40 0.43 0.44 0.43 0.49 0.55 0.81 1.20 1.53 2.76 15.4
Appendix A. Basin and Streamflow Characteristics for Sites in This Report 53

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

West Tennessee region—Continued

 294 03594058 35°22′20′′ 88°23′03′′ WHITE OAK CR NR MILLEDGEVILLE (1) 46.1 46.7 98 2.407 54 1.63 19

0.65 1.87 80.3 22.8 0.75 0.95 1.20 2.25 3.91 6.81 9.78 14.2 20.3 31.1 50.5 81.3 1501.68 2.69 62.9 19.3 1.56 1.89 2.26 2.90 3.74 5.21 7.07 9.39 13.4 20.5 35.1 66.4 1341.89 3.03 64.1 21.2 1.75 2.14 2.51 3.18 3.89 5.33 7.24 11.5 15.1 22.6 39.8 74.1 1420.32 0.40 11.2 3.06 0.40 0.35 0.40 0.43 0.44 0.43 0.49 0.55 0.82 1.23 1.57 2.99 17.2

 295 03594120 35°24′59′′ 88°21′40′′ MIDDLETON CR NR MILLEDGEVILLE (1) 45.5 46.1 110 2.405 42 1.39 19

0.77 2.45 70.3 20.1 0.40 0.89 1.43 2.53 4.22 7.61 11.4 15.3 20.2 30.2 44.8 65.7 1271.42 2.40 60.4 18.3 1.29 1.60 1.97 2.57 3.26 4.42 6.03 7.82 11.2 17.2 30.5 59.5 1261.18 2.20 61.0 17.5 1.10 1.44 1.77 2.34 3.00 4.24 6.12 10.4 13.9 21.0 40.6 73.9 1410.30 0.38 10.4 2.74 0.36 0.31 0.35 0.38 0.39 0.39 0.45 0.50 0.75 1.13 1.43 2.76 16.6

 297 03594415 35°39′34′′ 88°25′01′′ BEECH RIVER NEAR LEXINGTON (1) 15.9 15.8 235 2.395 83 2.38 10

7.25 8.08 23.7 13.5 6.80 6.91 7.13 7.77 8.66 9.91 11.1 12.3 13.4 15.0 17.1 21.3 33.92.25 2.88 23.2 10.5 2.15 2.30 2.50 2.92 3.43 4.35 5.37 6.60 8.56 11.3 16.3 25.2 50.32.67 3.25 23.4 10.6 2.46 2.66 2.86 3.35 3.81 4.75 5.74 7.39 9.34 11.8 16.4 26.0 49.00.22 0.23 9.91 1.34 0.33 0.14 0.14 0.15 0.17 0.20 0.24 0.30 0.55 1.12 1.48 4.10 17.6

 298 03594430 35°38′16′′ 88°21′15′′ HARMON CREEK NR LEXINGTON (1) 6.87 6.82 250 2.395 85 2.42 16

3.13 3.81 11.1 7.06 3.08 3.26 3.40 3.82 4.22 4.82 5.42 6.01 6.74 7.61 8.94 11.2 16.91.28 1.61 10.2 5.08 1.24 1.31 1.42 1.63 1.90 2.34 2.83 3.41 4.24 5.39 7.41 10.7 21.01.12 1.39 10.1 4.49 1.03 1.12 1.21 1.43 1.64 2.04 2.46 3.11 3.95 5.00 7.05 11.1 20.70.23 0.23 8.83 1.29 0.34 0.11 0.11 0.13 0.14 0.17 0.23 0.29 0.52 1.10 1.34 4.63 17.7

 299 03594445 35°37′26′′ 88°16′22′′ BEECH RIVER NR CHESTERFIELD (1) 115 115 198 2.395 70 2.07 19

19.7 27.1 187 84.6 23.0 23.7 24.9 28.5 32.4 43.4 57.0 71.2 88.5 110 140 196 37215.4 19.9 170 77.4 14.5 15.9 17.5 20.2 23.5 29.5 36.4 44.7 57.3 76.1 110 178 37616.0 20.1 167 74.5 14.8 16.3 17.7 20.8 23.9 30.5 37.8 52.2 65.8 84.8 121 197 377

0.41 0.43 12.9 3.42 0.39 0.34 0.35 0.38 0.41 0.48 0.55 0.67 1.00 1.52 1.89 3.28 17.9

 300 03594480 35°34′47′′ 88°09′08′′ TURKEY CR NR DECATURVILLE (1, 2) 8.40 8.39 63 2.392 39 1.09 10

0.00 0.00 9.71 1.96 0.00 0.00 0.00 0.00 0.00 0.29 0.64 1.12 1.88 3.39 6.15 10.5 20.70.16 0.34 10.7 2.70 0.15 0.21 0.27 0.35 0.46 0.60 0.85 1.20 1.79 3.03 5.67 11.6 21.50.08 0.18 10.6 2.46 0.08 0.11 0.14 0.20 0.26 0.39 0.59 0.89 1.35 2.24 5.42 11.4 23.10.22 0.33 7.28 1.69 0.41 0.30 0.33 0.33 0.33 0.31 0.32 0.40 0.62 0.98 1.07 2.18 11.3

 317 03604800 35°53′56′′ 88°07′37′′ BIRDSONG CREEK NEAR HOLLADAY (1, 2) 44.9 45.6 75 2.372 63 1.76 28

0.00 0.31 64.6 15.6 0.00 0.00 0.00 0.60 1.34 3.25 5.59 9.22 15.3 24.9 41.6 66.8 1181.87 2.88 63.5 21.8 1.77 2.08 2.42 3.00 3.75 5.14 6.80 9.03 13.0 20.1 34.5 67.3 1382.01 3.00 61.7 22.2 1.86 2.21 2.53 3.12 3.72 5.05 6.66 9.20 13.6 18.7 31.3 63.3 1350.31 0.50 10.1 3.02 0.35 0.35 0.41 0.43 0.44 0.44 0.48 0.60 0.87 1.24 1.60 3.23 15.6

 319 03606500 36°02′19′′ 88°13′42′′ BIG SANDY RIVER AT BRUCETON (1) 205 205 234 2.364 79 2.08 57

36.2 44.4 289 153 33.3 36.1 39.5 45.6 53.2 67.7 83.3 102 126 156 205 303 64739.5 48.0 290 142 37.6 40.2 43.3 48.5 55.0 66.3 78.9 95.0 117 149 203 327 67645.6 51.6 299 155 42.4 44.3 46.5 52.8 58.9 73.0 87.0 97.0 132 153 210 334 695

0.55 0.62 13.7 6.27 0.45 0.45 0.46 0.53 0.59 0.66 0.74 0.89 1.23 1.78 2.27 4.61 21.9
54 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

West Tennessee region—Continued

 320 03607000 36°14′16′′ 88°05′50′′ BIG SANDY RIVER AT BIG SANDY (1) 379 391 200 2.348 73 1.90 58

54.7 67.4 447 236 50.7 55.8 60.5 70.0 81.0 104 116 157 194 241 312 464 100468.3 83.7 553 277 65.1 69.9 75.3 84.9 97.0 119 143 175 220 286 399 622 129172.2 84.3 554 283 67.3 71.4 75.6 86.4 97.2 122 148 159 231 260 369 608 1341

0.54 0.65 19.6 11.8 0.48 0.64 0.65 0.78 0.87 1.04 1.22 1.48 1.95 2.48 3.32 6.35 28.2

 329 07024300 35°59′56′′ 88°26′01′′ BEAVER CREEK AT HUNTINGDON (1) 55.5 56.1 343 2.360 66 1.63 28

21.0 24.6 115 60.9 20.3 21.7 23.2 24.4 26.4 30.5 34.5 39.8 46.6 56.0 68.8 93.8 20913.7 15.8 81.8 40.6 13.0 13.6 14.4 15.6 17.1 19.7 22.4 25.4 31.4 39.8 54.5 82.9 176

8.95 11.6 79.3 35.8 8.30 9.23 10.1 12.1 14.1 17.9 22.4 22.1 31.4 36.6 60.2 90.4 1860.25 0.27 16.6 2.08 0.21 0.10 0.10 0.12 0.14 0.18 0.24 0.31 0.60 1.17 1.68 3.81 21.7

 330 07024500 36°07′05′′ 88°48′39′′ S FORK OBION R NR GREENFIELD (1) 383 381 249 2.356 76 1.88 59

80.3 94.9 588 289 76.2 81.2 87.4 95.3 106 124 146 176 221 295 424 706 144876.3 94.3 543 272 73.3 78.4 85.0 95.8 110 135 163 200 250 320 431 670 131089.1 100 550 292 82.9 86.5 90.5 103 114 142 169 174 243 276 393 620 1325

0.48 0.57 16.2 8.77 0.31 0.41 0.41 0.50 0.58 0.70 0.83 1.05 1.49 2.08 2.81 5.29 23.2

 331 07025000 36°03′10′′ 88°52′42′′ RUTHERFORD FK OBION R, BRADFORD (1) 203 201 176 2.358 81 2.07 28

15.7 19.3 243 116 14.8 16.2 17.5 20.6 23.1 28.1 33.7 42.3 55.1 76.0 115 196 52331.6 38.4 279 133 29.8 32.3 34.8 39.3 44.7 54.2 64.5 78.2 97.3 126 176 287 62938.5 43.7 290 149 35.8 37.5 39.3 44.6 49.7 62.0 73.9 81.2 114 133 185 311 668

0.58 0.64 16.6 8.36 0.68 0.70 0.71 0.80 0.86 0.90 0.94 1.09 1.41 1.88 2.24 4.32 23.2

 332 07025500 36°23′59′′ 88°59′43′′ N FORK OBION R NR UNION CITY (1) 480 425 117 2.350 66 1.56 42

90.4 99.0 612 313 83.9 92.1 94.2 100 110 127 144 166 198 248 331 534 137949.8 62.7 601 277 47.1 51.3 55.7 64.2 74.3 92.4 112 138 176 239 350 583 136042.8 54.9 584 265 40.0 44.2 48.2 56.4 64.9 84.7 106 113 171 210 343 626 1410

0.58 0.73 22.3 13.9 0.92 1.23 1.31 1.55 1.77 2.01 2.21 2.47 2.65 2.79 3.35 5.77 25.7

 333 07026000 36°15′04′′ 89°11′33′′ OBION RIVER AT OBION (1) 1852 1813 140 2.358 64 1.55 51

275 344 2751 1449 261 274 298 341 400 510 630 772 1003 1418 2140 3267 7214248 311 2544 1214 236 256 276 315 370 474 592 748 987 1368 2028 3200 6474244 296 2530 1235 228 247 264 304 345 446 554 610 876 1070 1664 2901 6399

0.56 0.72 23.9 13.0 0.39 0.95 1.01 1.20 1.41 1.75 2.11 2.49 2.81 3.07 4.76 8.46 29.9

 334 07026500 36°26′32′′ 89°17′47′′ REELFOOT CREEK NEAR SAMBURG (1, 2) 110 110 32 2.346 72 1.20 21

0.00 0.25 121 60.9 0.00 0.00 0.00 0.00 0.43 1.10 2.25 4.52 9.59 19.9 38.6 77.5 2481.26 1.96 146 50.0 1.21 1.43 1.64 1.92 2.28 3.30 4.35 6.17 9.80 17.5 35.6 110 2961.17 1.82 140 44.3 1.08 1.31 1.51 1.85 2.19 3.20 4.28 4.65 8.75 14.9 33.2 110 2860.24 0.39 10.1 4.03 0.41 0.52 0.60 0.61 0.62 0.61 0.64 0.80 1.06 1.38 1.98 4.02 15.7

 335 07027500 35°35′38′′ 88°48′52′′ S FORK FORKED DEER R AT JACKSON (1) 495 495 231 2.399 66 1.81 45

81.3 99.2 726 333 77.6 82.9 89.9 101 117 143 176 217 275 370 525 836 188686.0 109 731 348 82.9 88.5 96.3 110 128 161 199 248 321 431 613 946 177084.0 102 724 342 78.3 84.7 90.9 106 120 153 189 245 303 393 578 906 1727

0.53 0.65 18.3 8.39 0.34 0.51 0.52 0.63 0.73 0.91 1.13 1.42 2.01 2.75 4.04 5.90 21.8
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report55

Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

West Tennessee region—Continued

 336 07028000 35°51′43′′ 89°20′52′′ S FK FORKED DEER R, CHESTNUT BLUFF (1) 1003 972 159 2.385 60 1.50 27

125 155 1403 637 122 134 146 166 192 240 295 368 486 698 1160 2081 3861138 177 1437 651 132 143 155 179 211 271 340 429 567 788 1159 1849 3570

114 146 1375 618 106 118 129 151 175 227 288 347 462 610 993 1673 3387

0.55 0.69 21.9 12.0 0.44 0.83 0.87 1.03 1.18 1.39 1.61 1.88 2.33 2.78 4.29 6.89 26.0

 337 07028500 35°58′49′′ 88°55′35′′ N FORK FORKED DEER R AT TRENTON (1) 73.4 72.7 123 2.388 83 2.19 20

7.47 9.46 99.1 45.9 7.05 7.60 8.69 10.6 11.9 13.8 15.8 17.9 21.0 26.1 37.2 64.7 1834.80 6.58 105 37.5 4.69 5.29 5.87 7.04 8.84 12.1 15.5 20.4 28.5 41.8 65.8 116 2329.66 11.5 106 49.1 8.94 9.58 10.2 11.8 13.2 16.8 20.3 26.0 34.3 45.1 64.0 114 2280.37 0.46 9.89 2.92 0.38 0.36 0.40 0.43 0.44 0.42 0.48 0.53 0.79 1.19 1.63 3.28 16.6

 338 07029000 35°51′02′′ 89°04′00′′ M FK FORKED DEER R NR ALAMO (1) 369 371 169 2.389 68 1.70 43

77.1 86.8 521 269 74.9 76.5 79.5 88.6 96.1 110 125 144 169 210 281 461 117956.4 70.3 530 251 53.7 58.2 62.9 71.6 82.5 102 123 151 191 252 360 583 122951.6 63.7 535 247 48.1 52.3 56.4 65.6 74.8 95.8 119 142 186 244 380 634 1255

0.63 0.74 17.4 11.6 0.58 0.75 0.79 0.93 1.03 1.11 1.16 1.32 1.58 1.89 2.35 3.55 19.4

 339 07029100 36°01′49′′ 89°23′13′′ N FK FORKED DEER R AT DYERSBURG (1) 867 939 94 2.374 59 1.43 31

96.2 125 1428 693 98.1 105 117 134 160 216 293 400 582 878 1340 2200 371968.3 92.8 1305 538 66.7 73.6 81.2 96.0 117 160 215 288 396 579 889 1475 317469.4 93.7 1291 543 65.0 73.6 81.5 96.6 113 150 194 236 335 456 779 1470 3146

0.46 0.67 16.0 13.5 0.55 1.03 1.13 1.23 1.30 1.27 1.64 2.02 2.39 2.57 3.66 5.28 17.4

 341 07029380 35°03′58′′ 88°39′18′′ CYPRESS CREEK NEAR RAMER (1) 94.8 94.9 160 2.442 62 1.82 24

7.37 12.3 156 62.6 6.34 7.63 10.1 13.2 17.4 24.7 35.0 46.6 61.5 83.8 126 185 3177.65 11.3 139 56.9 7.12 8.08 9.40 11.7 14.6 19.8 25.6 32.5 42.9 59.0 87.5 144 3008.48 11.7 140 53.9 7.87 9.01 10.1 12.2 14.4 18.9 24.3 39.3 44.3 68.2 109 180 3060.46 0.52 11.6 3.12 0.45 0.38 0.42 0.47 0.50 0.55 0.63 0.73 1.09 1.57 1.90 2.33 11.7

 342 07029400 35°03′22′′ 88°47′57′′ HATCHIE RIVER AT POCAHONTAS (1) 837 838 148 2.443 53 1.60 24

57.0 91.4 1379 410 54.0 59.0 69.1 91.1 117 165 227 322 477 723 1250 2131 3478

103 138 1288 548 98.8 107 119 140 168 218 278 353 477 676 1018 1660 3145

69.4 97.3 1218 474 65.0 74.8 84.0 101 120 160 209 360 402 624 1005 1673 2892

0.66 0.84 15.7 9.72 0.53 0.95 1.02 1.23 1.45 1.69 1.87 2.03 2.21 2.30 3.24 3.75 14.1

 343 07029500 35°16′31′′ 88°58′36′′ HATCHIE RIVER AT BOLIVAR (1) 1480 1480 182 2.409 57 1.65 71

131 197 2459 994 133 146 164 207 270 392 547 762 1105 1712 2665 3985 6063230 298 2259 1009 223 239 261 300 359 466 594 760 1027 1457 2164 3382 5913182 235 2132 944 170 189 207 243 282 367 468 685 828 1132 1723 2794 5278

0.61 0.78 17.7 9.69 0.28 0.71 0.77 0.94 1.14 1.42 1.68 1.98 2.27 2.54 3.99 5.99 21.2

 344 07030000 35°31′22′′ 89°20′57′′ HATCHIE RIVER NEAR STANTON (1) 1975 1977 202 2.400 60 1.67 28

258 323 2954 1253 257 278 300 342 412 560 751 998 1444 2107 3072 4400 7450350 449 2980 1381 338 362 396 452 538 696 884 1128 1509 2112 3088 4702 7966305 375 2862 1354 286 311 334 387 443 569 712 970 1191 1567 2328 3714 7166

0.51 0.63 17.3 9.05 0.17 0.56 0.58 0.70 0.83 1.02 1.22 1.45 1.84 2.27 4.16 6.45 22.1
56 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A1. Basin and streamflow characteristics for 196 continuous-record gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. Third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- West Tennessee region—Continued 345 07030240 35°18′37′′ 89°38′23′′ LOOSAHATCHIE R NEAR ARLINGTON (1) 262 212 145 2.406 56 1.40 32 72.3 81.1 387 212 65.3 69.5 75.4 78.4 83.5 93.2 100 108 122 140 177 255 606 23.6 31.7 321 139 22.7 24.7 27.2 32.1 38.2 49.0 61.3 76.2 98.9 136 200 328 701 15.9 22.8 299 115 14.8 17.2 19.5 23.8 28.3 37.6 49.4 63.4 81.8 119 215 367 696 0.63 0.73 15.3 8.98 0.80 0.86 0.90 1.04 1.13 1.16 1.16 1.25 1.46 1.67 1.91 2.49 14.3 346 07030280 35°16′53′′ 89°45′56′′ LOOSAHATCHIE R AT BRUNSWICK (1) 505 505 83 2.405 56 1.24 31 58.2 74.3 698 270 52.1 58.1 63.2 74.5 84.1 96.2 106 119 134 163 227 398 1424 28.6 40.2 714 281 27.7 31.4 35.3 41.3 49.4 64.8 87.1 115 165 245 398 740 1593 27.2 39.2 702 264 25.4 29.6 33.5 40.6 48.2 65.4 86.3 108 144 224 433 832 1640 0.49 0.71 13.9 13.5 0.74 1.15 1.26 1.38 1.46 1.42 1.79 2.12 2.51 2.65 3.41 4.16 14.8 347 07030500 35°03′15′′ 89°32′30′′ WOLF RIVER AT ROSSVILLE (1) 503 504 209 2.435 67 1.77 43 125 145 653 338 118 124 133 147 163 189 215 245 289 354 470 713 1333 86.3 107 729 350 82.6 88.4 95.6 108 125 154 188 231 294 392 556 875 1735 82.6 100 759 348 77.1 83.2 89.2 103 118 149 184 261 291 423 641 1006 1747 0.60 0.74 16.0 8.71 0.38 0.57 0.60 0.74 0.87 1.07 1.26 1.47 1.86 2.29 3.29 4.36 18.5 348 07031650 35°06′59′′ 89°48′05′′ WOLF RIVER NEAR GERMANTOWN (1) 699 697 164 2.437 61 1.58 26 215 252 992 558 207 213 220 242 276 329 381 444 525 638 816 1187 2138 99.6 127 1026 468 95.1 103 112 129 151 191 237 296 387 530 773 1241 2476 82.3 106 1032 442 77.0 85.3 93.2 109 127 164 208 301 341 517 841 1377 2407 0.69 0.88 16.2 9.79 0.51 0.87 0.94 1.14 1.35 1.61 1.80 1.97 2.16 2.27 3.14 3.81 15.6 349 07031700 35°12′08′′ 89°55′24′′ WOLF RIVER AT RALEIGH (1) 770 771 151 2.405 62 1.54 33 162 193 1030 470 157 173 184 197 218 255 292 339 407 516 738 1309 2487 106 135 1123 512 101 109 119 136 160 204 253 318 416 573 839 1350 2728 90.1 115 1112 492 84.2 93.0 101 119 137 178 224 286 359 504 821 1386 2655 0.69 0.87 18.8 11.6 0.55 0.96 1.04 1.26 1.48 1.73 1.92 2.09 2.27 2.37 3.30 4.69 20.0

 350 07032200 35°02′59′′ 89°49′08 NONCONNAH CR NR GERMANTOWN (1, 2) 68.2 68.2 32 2.438 42 1.06 26

0.00 0.14 104 40.7 0.00 0.00 0.00 0.10 0.16 0.54 1.30 2.75 5.41 11.1 22.6 51.7 1980.21 0.47 77.7 19.5 0.20 0.28 0.37 0.47 0.60 0.92 1.40 2.24 4.00 8.05 18.6 60.1 1630.21 0.46 85.4 17.5 0.19 0.27 0.35 0.48 0.63 1.00 1.54 3.24 4.72 10.7 27.2 86.1 1730.26 0.41 8.30 3.18 0.45 0.53 0.61 0.62 0.64 0.63 0.66 0.82 1.10 1.44 1.92 2.54 8.33

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report57

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region

 355 02384900 35°07′00′′ 84°50′18′′ COAHULLA CREEK NEAR CLEVELAND (1) 4.35 4.39 88 2.325 37 1.09 8 16 03566420

0.14 0.24 7.45 2.17 0.11 0.14 0.18 0.29 0.42 0.60 0.87 1.32 2.17 3.43 5.45 8.75 15.40.45 0.62 6.49 2.62 0.43 0.48 0.55 0.67 0.82 1.08 1.38 1.85 2.63 3.75 5.94 9.51 15.40.32 0.49 6.53 2.58 0.31 0.36 0.42 0.52 0.65 0.94 1.26 1.73 2.50 3.64 5.47 8.27 14.20.36 0.38 1.94 1.58 0.44 0.35 0.37 0.42 0.50 0.62 0.81 1.01 1.13 1.38 3.44 4.63 5.55

 356 03312287 36°34′37′′ 85°56′23′′ LONG FORK CREEK NEAR GALEN (1) 22.0 22.0 49 2.287 80 2.12 6 11 03435770

1.92 2.70 32.3 17.1 1.74 1.92 2.39 3.15 3.94 5.86 8.26 10.7 14.3 18.6 26.1 43.3 73.50.98 1.58 33.5 14.3 0.92 1.05 1.32 1.83 2.44 3.90 5.81 8.48 12.7 18.9 27.6 42.1 73.20.81 1.43 35.8 13.2 0.79 0.94 1.17 1.58 2.21 3.44 5.41 8.35 13.1 20.3 29.9 45.9 76.60.41 0.71 5.00 4.58 0.37 0.40 0.46 0.60 0.75 1.01 1.57 2.21 2.50 2.46 3.68 5.28 8.70

 357 03312295 36°35′35′′ 85°58′40′′ WHITE OAK CREEK AT WHITE OAK (1) 20.6 20.4 50 2.288 80 1.80 6 12 03435770

4.51 5.74 30.3 21.0 4.22 4.52 5.27 6.39 7.48 9.88 12.6 15.1 18.5 22.3 28.2 40.5 68.81.00 1.58 31.2 13.3 0.94 1.08 1.33 1.83 2.40 3.79 5.57 8.08 12.0 17.8 25.9 39.6 68.60.75 1.32 32.3 11.9 0.73 0.88 1.08 1.45 2.00 3.09 4.83 7.43 11.7 18.0 26.6 41.1 69.20.41 0.70 4.23 4.38 0.37 0.39 0.46 0.59 0.73 0.99 1.52 2.11 2.31 2.22 3.31 4.88 7.73

358 03312300 36°31′26′′ 86°00′32′′ TOWN CREEK AT LAFAYETTE (1) 1.85 1.55 50 2.293 82 1.40 3 5 03313500

0.22 0.36 2.68 1.76 0.18 0.24 0.30 0.42 0.51 0.73 0.95 1.19 1.48 1.89 2.37 3.29 5.870.00 0.24 2.54 1.38 0.00 0.00 0.00 0.00 0.32 0.46 0.63 0.85 1.17 1.52 2.07 3.00 5.280.00 0.09 2.29 0.76 0.00 0.00 0.00 0.00 0.12 0.19 0.29 0.46 0.73 1.16 1.79 2.87 4.950.47 0.56 1.80 2.32 0.77 0.66 0.72 0.86 1.04 1.31 1.52 1.77 1.75 1.42 2.77 5.73 7.76

 359 03312413 36°35′42′′ 86°01′15′′ PUNCHEON CR NEAR GREENVALLEY (1) 9.30 9.17 50 2.290 80 1.99 5 10 03435770

1.55 2.03 13.7 8.81 1.43 1.55 1.84 2.29 2.74 3.76 4.94 6.07 7.62 9.42 12.3 18.3 31.10.55 0.84 13.9 5.87 0.51 0.59 0.71 0.93 1.21 1.80 2.56 3.62 5.18 7.46 11.3 17.7 30.70.34 0.59 14.7 5.28 0.33 0.39 0.49 0.65 0.90 1.38 2.15 3.31 5.20 8.09 12.1 18.7 31.40.35 0.59 2.79 2.77 0.44 0.46 0.54 0.73 0.90 1.27 1.62 2.03 2.02 1.86 3.38 6.80 11.0

 360 03312457 36°33′48′′ 86°05′30′′ LONG CREEK AT LONG CREEK (1) 15.5 16.2 47 2.295 81 1.80 5 9 03435770

1.25 1.80 22.8 12.5 1.13 1.26 1.58 2.11 2.67 4.05 5.81 7.64 10.3 13.6 19.5 30.5 51.70.65 1.13 24.3 10.3 0.60 0.73 0.91 1.28 1.72 2.74 4.06 5.94 8.85 13.3 19.8 30.1 52.60.50 0.90 25.8 9.00 0.49 0.59 0.74 0.99 1.40 2.20 3.52 5.53 8.85 13.9 20.9 32.7 55.60.45 0.76 4.93 4.65 0.38 0.42 0.50 0.66 0.81 1.10 1.70 2.39 2.67 2.64 3.90 5.65 9.37

 361 03313640 36°36′31′′ 86°28′31′′ W FORK DRAKES CR BL PORTLAND (1) 57.5 57.2 48 2.305 56 1.47 3 7 03435770

1.25 2.12 84.5 37.1 1.07 1.25 1.75 2.69 3.81 7.04 12.0 18.0 28.0 42.3 71.4 113 1921.29 2.30 92.5 32.6 1.25 1.48 1.89 2.67 3.76 6.38 10.3 16.5 29.5 46.8 73.5 116 2061.65 3.00 90.7 32.1 1.62 1.99 2.47 3.39 4.80 7.92 12.6 19.7 31.5 49.2 74.3 115 1990.40 0.59 6.74 11.4 0.32 0.35 0.39 0.46 0.57 0.73 1.06 1.42 3.79 3.89 4.80 5.38 9.20
58 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 362 03313820 36°33′55′′ 86°16′03′′ DUTCH CREEK AT WESTMORELAND (0) 0.59 0.60 50 2.301 82 1.21 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.00 1.07 0.60 0.00 0.00 0.00 0.00 0.00 0.19 0.26 0.35 0.49 0.65 0.86 1.19 2.16 0.00 0.00 0.86 0.27 0.00 0.00 0.00 0.00 0.00 0.07 0.10 0.16 0.26 0.41 0.65 1.07 1.86 0.27 0.32 1.22 1.84 0.49 0.39 0.43 0.51 0.63 0.86 1.06 1.29 1.31 1.11 2.28 3.82 4.61 363 03313870 36°34′20′′ 86°13′03′′ BIG TRAMMEL CR NR WESTMORELAND (1) 4.09 4.12 49 2.300 82 1.28 4 5 03435770 0.90 1.14 6.01 3.94 0.85 0.91 1.05 1.26 1.47 1.92 2.42 2.88 3.49 4.18 5.24 8.04 13.7 0.32 0.49 6.40 3.02 0.29 0.34 0.40 0.52 0.66 0.97 1.35 1.85 2.58 3.57 5.32 8.30 14.4 0.12 0.22 6.12 2.03 0.12 0.15 0.18 0.24 0.32 0.49 0.78 1.22 1.96 3.10 4.76 7.62 13.2 0.68 0.88 2.38 2.92 1.03 0.96 1.04 1.23 1.49 1.93 2.13 2.37 2.27 1.87 4.09 12.1 15.7 364 03313871 36°34′16′′ 86°13′52′′ DAVIS BRANCH NEAR WESTMORELAND (0) 0.92 0.91 50 2.300 82 1.21 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.00 1.60 0.91 0.00 0.00 0.00 0.00 0.00 0.29 0.40 0.54 0.76 0.97 1.26 1.73 3.12 0.00 0.00 1.31 0.42 0.00 0.00 0.00 0.00 0.00 0.10 0.16 0.25 0.40 0.64 1.00 1.63 2.84 0.32 0.38 1.50 2.05 0.56 0.45 0.49 0.58 0.73 0.98 1.20 1.45 1.47 1.26 2.65 4.75 6.87 365 03403750 36°35′13′′ 84°05′16′′ CLEAR FORK NEAR JELLICO (1) 240 240 34 2.185 61 3.37 2 4 03408500 0.37 2.63 455 161 0.33 0.65 1.48 4.36 10.8 26.1 50.3 89.5 157 252 372 589 1049 2.04 6.40 422 166 2.05 3.16 4.78 8.35 14.9 31.5 58.3 100 165 253 367 556 985 2.17 5.25 389 142 2.15 2.89 3.95 6.35 10.8 22.1 43.1 78.5 138 228 341 545 907 0.90 1.11 8.22 16.6 0.35 0.43 0.49 0.60 0.99 1.90 3.23 5.23 8.33 9.94 14.8 14.3 11.9 366 03403800 36°34′59′′ 84°08′21′′ ELK CREEK AT JELLICO (1) 51.1 51.0 32 2.186 68 2.94 4 8 03408500 0.21 0.84 96.8 35.0 0.19 0.31 0.56 1.20 2.31 5.63 10.9 19.4 34.1 54.8 81.1 125 223 0.00 1.08 116 36.2 0.00 0.00 0.71 1.23 2.32 5.21 10.4 18.9 36.0 66.3 101 146 256 0.00 0.57 79.2 23.5 0.00 0.00 0.42 0.70 1.25 2.77 5.93 11.8 22.7 40.3 64.0 110 189 0.56 0.70 1.47 3.40 0.34 0.38 0.44 0.52 0.78 1.32 1.78 1.96 2.11 2.13 3.01 5.11 5.77

 367 03407790 36°07′28′′ 84°25′32′′ NEW RIVER AT FORK MOUNTAIN (0) 3.37 3.37 32 2.243 62 3.48 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 6.11 2.02 0.00 0.00 0.00 0.00 0.18 0.32 0.60 1.14 2.05 3.05 4.74 7.31 13.80.00 0.00 5.52 1.36 0.00 0.00 0.00 0.00 0.07 0.16 0.34 0.69 1.34 2.50 4.19 7.49 13.10.48 0.58 1.38 2.98 0.79 0.75 0.82 1.00 1.19 1.61 1.84 1.97 2.16 1.73 1.74 2.38 3.50

 368 03407797 36°07′40′′ 84°24′17′′ COON POOL BRANCH AT TIOGA (0) 0.85 1.01 32 2.243 62 3.48 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 2.01 0.85 0.00 0.00 0.00 0.00 0.00 0.13 0.24 0.45 0.81 1.09 1.50 2.22 4.340.00 0.00 1.63 0.38 0.00 0.00 0.00 0.00 0.00 0.05 0.10 0.19 0.38 0.72 1.22 2.21 3.850.32 0.37 0.81 1.98 0.61 0.53 0.57 0.68 0.81 1.08 1.28 1.50 1.40 1.00 1.14 1.49 2.27
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report59

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 369 03407820 36°10′14′′ 84°17′13′′ LIGIAS FORK NEAR STAINVILLE (0) 8.99 9.01 33 2.239 62 3.48 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.33 16.6 5.75 0.00 0.00 0.00 0.32 0.52 0.96 1.68 2.94 5.30 8.98 14.4 20.9 37.00.00 0.13 14.9 4.14 0.00 0.00 0.00 0.16 0.27 0.57 1.15 2.20 4.10 7.32 11.8 20.3 34.70.64 0.83 1.95 3.07 0.67 0.74 0.82 0.96 1.09 1.36 1.58 1.67 1.73 1.80 2.05 3.00 4.06

 370 03407840 36°12′26′′ 84°19′12′′ LIGIAS FORK AT STAINVILLE (0) 20.4 20.4 33 2.238 62 3.48 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.55 39.5 12.4 0.00 0.00 0.00 0.61 1.02 2.00 3.61 6.24 11.6 21.3 34.5 52.4 91.90.00 0.31 34.1 9.74 0.00 0.00 0.00 0.37 0.64 1.35 2.72 5.20 9.66 17.1 27.4 46.4 79.40.98 1.38 2.81 3.63 0.75 0.88 0.99 1.08 1.17 1.51 1.84 1.92 2.13 2.55 3.22 4.29 5.32

 371 034078735 36°16′13′′ 84°20′39′′ NICKS CREEK NR SMOKEY JUNCTION (0) 5.03 5.02 32 2.236 62 3.48 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.19 8.68 3.00 0.00 0.00 0.00 0.00 0.29 0.52 0.95 1.71 2.99 4.48 7.01 10.9 20.40.00 0.05 8.21 2.07 0.00 0.00 0.00 0.00 0.11 0.24 0.52 1.05 2.04 3.79 6.30 11.2 19.40.61 0.71 1.45 3.02 0.80 0.77 0.84 1.02 1.18 1.54 1.71 1.79 1.94 1.73 1.76 2.36 3.21

 372 03407876 36°14′23′′ 84°24′48′′ SMOKEY CREEK AT HEMBREE (1, 2) 17.2 19.2 32 2.238 62 3.48 7 0 03407876

0.14 0.65 45.5 15.4 0.12 0.20 0.38 0.66 1.30 2.64 5.21 9.63 16.4 25.1 39.1 60.3 1140.00 0.37 39.8 11.5 0.00 0.00 0.00 0.41 0.74 1.55 3.01 5.49 10.8 20.5 34.2 51.5 92.20.00 0.20 32.1 8.38 0.00 0.00 0.00 0.25 0.45 1.00 2.13 4.29 8.32 15.3 25.0 43.6 75.71.08 1.33 2.79 3.56 0.94 0.97 1.04 1.14 1.22 1.65 1.91 1.95 2.12 2.54 3.22 4.36 5.12

 373 03407879 36°16′38′′ 84°22′27′′ SMOKEY CREEK AT SMOKEY JUNCTION (1) 32.8 32.8 32 2.236 62 3.48 4 8 03407876

0.27 1.23 86.8 29.4 0.23 0.38 0.72 1.26 2.48 5.03 9.94 18.4 31.3 47.9 74.6 115 2170.00 0.50 69.5 20.4 0.00 0.00 0.34 0.59 1.12 2.58 5.31 10.0 19.8 37.6 59.6 89.8 1630.00 0.35 55.0 14.7 0.00 0.00 0.26 0.43 0.78 1.75 3.75 7.53 14.6 26.6 43.3 75.0 1301.41 2.21 3.68 3.57 0.83 0.93 1.02 1.20 1.36 2.00 2.34 2.23 2.19 2.48 4.23 6.98 7.53

 374 03407990 36°24′18′′ 84°29′45′′ NEW RIVER AT HUNTSVILLE (1) 300 307 32 2.233 58 3.58 4 5 03408500

0.48 3.38 575 208 0.42 0.83 1.90 5.59 13.8 33.6 64.8 115 203 326 481 744 13230.93 4.40 560 212 0.93 1.68 2.92 6.00 12.7 31.0 64.7 122 209 327 475 726 13161.27 3.55 532 153 1.28 1.80 2.58 4.44 8.14 18.6 40.0 79.9 153 274 434 730 12591.00 1.36 10.8 13.5 0.40 0.47 0.53 0.67 1.12 2.25 3.68 5.86 7.94 7.70 9.71 9.46 10.5

 375 03408200 36°20′43′′ 84°32′22′′ BRIMSTONE CREEK NEAR ROBBINS (1) 48.7 48.8 32 2.235 51 3.87 4 5 03409500

0.28 0.85 84.0 28.5 0.36 0.51 0.67 1.10 1.93 4.33 8.27 15.7 27.9 45.7 69.8 109 1970.00 0.72 98.1 30.2 0.00 0.00 0.48 0.85 1.66 4.00 8.22 15.6 29.6 53.6 83.4 128 2350.00 0.53 83.8 22.8 0.00 0.00 0.38 0.66 1.20 2.77 5.92 11.8 22.8 41.5 67.3 116 2001.11 1.66 4.80 4.32 0.58 0.63 0.69 0.83 1.01 1.47 1.88 2.06 2.44 2.85 5.00 6.25 6.55
60 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 376 03408550 36°18′25′′ 84°54′35′′ N PRONG CLEAR FORK NR GRIMSLEY (0) 27.1 27.1 32 2.263 15 4.22 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.16 48.8 12.4 0.00 0.00 0.12 0.20 0.36 1.02 2.47 5.63 11.8 21.9 37.4 60.6 113 0.00 0.23 48.3 12.3 0.00 0.00 0.16 0.29 0.56 1.50 3.20 6.42 12.5 23.0 39.9 69.9 123 0.75 1.26 4.54 4.12 0.41 0.47 0.56 0.75 0.86 1.25 1.90 2.12 2.52 3.24 4.59 5.91 7.18 377 03408700 36°17′13′′ 84°50′33′′ CLEAR FORK AT GATEWOOD (1) 70.2 70.2 32 2.263 17 3.97 5 5 03409500 0.19 0.68 121 41.0 0.25 0.37 0.51 0.91 1.76 4.53 9.67 22.6 40.3 65.8 101 157 284 0.09 0.34 126 34.9 0.00 0.00 0.24 0.46 0.91 2.93 7.44 16.8 34.2 60.9 98.7 158 298 0.19 0.61 126 32.7 0.00 0.00 0.43 0.78 1.50 3.99 8.55 17.1 33.2 61.0 104 180 317 1.06 1.67 6.09 4.61 0.52 0.61 0.67 0.81 0.95 1.49 2.01 2.34 3.09 3.86 5.91 6.25 6.78 378 03409100 36°16′52′′ 84°40′58′′ WHITE OAK CREEK NEAR SUNBRIGHT (0) 21.4 21.4 35 2.239 61 2.69 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.79 38.8 13.2 0.00 0.00 0.00 0.87 1.36 2.47 4.17 6.89 12.2 21.3 33.4 51.3 89.5 0.00 0.47 34.4 10.7 0.00 0.00 0.00 0.55 0.89 1.75 3.29 5.93 10.5 17.9 28.0 46.3 79.0 0.84 1.33 2.84 3.44 0.62 0.74 0.84 0.95 1.04 1.23 1.62 1.75 1.93 2.28 2.97 4.00 5.27 379 03409350 36°17′12′′ 84°42′15′′ BONE CAMP CREEK NEAR BURRVILLE (0) 23.0 23.0 35 2.239 42 2.86 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.60 40.5 13.1 0.00 0.00 0.00 0.68 1.06 2.07 3.74 6.65 12.0 20.9 33.1 51.9 92.9 0.00 0.48 37.3 11.7 0.00 0.00 0.00 0.57 0.94 1.92 3.63 6.52 11.5 19.6 31.0 51.3 87.7 0.82 1.31 3.21 3.73 0.61 0.73 0.83 0.94 1.03 1.24 1.68 1.84 2.06 2.47 3.27 4.29 5.64 380 03409395 36°19′16′′ 84°39′13′′ BLACK WOLF CREEK NEAR GLENMARY (1) 31.4 31.4 35 2.237 51 3.55 3 4 03407876 0.26 1.20 79.8 27.2 0.22 0.36 0.68 1.18 2.32 4.70 9.25 17.0 28.9 44.2 68.7 106 199 0.00 0.80 56.9 18.2 0.00 0.00 0.60 0.92 1.48 2.92 5.32 9.37 17.0 29.7 47.0 73.7 132 0.00 0.73 52.9 17.1 0.00 0.00 0.55 0.86 1.43 2.88 5.42 9.70 17.0 28.7 44.6 72.8 122 0.76 1.29 3.41 3.52 0.50 0.58 0.68 0.84 0.99 1.33 1.81 1.94 2.03 2.41 3.89 6.80 7.36

 381 03409400 36°21′12′′ 84°41′26′′ WHITE OAK CREEK AT RUGBY (1) 98.0 98.0 35 2.235 51 3.01 3 4 03409500

0.14 0.75 169 57.3 0.20 0.34 0.52 1.12 2.67 8.72 16.6 31.6 56.2 91.9 141 220 3970.74 2.08 177 60.5 0.69 1.10 1.58 2.63 4.66 9.87 18.3 32.6 58.2 98.7 151 234 4150.95 2.25 163 54.2 0.85 1.26 1.70 2.69 4.46 9.01 17.0 30.5 53.6 89.5 138 223 3780.92 1.27 5.34 5.27 0.40 0.46 0.51 0.62 0.94 1.59 2.14 2.55 3.35 3.89 7.45 9.72 7.85

 382 03410000 36°30′18′′ 84°30′32′′ PINE CREEK TRIBUTARY AT ONEIDA (0) 1.21 1.20 32 2.230 50 3.30 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 2.36 0.95 0.00 0.00 0.00 0.00 0.00 0.14 0.27 0.50 0.90 1.25 1.79 2.73 5.260.00 0.00 1.89 0.46 0.00 0.00 0.00 0.00 0.00 0.05 0.11 0.23 0.45 0.84 1.44 2.61 4.560.34 0.39 0.84 2.23 0.65 0.57 0.61 0.73 0.87 1.17 1.41 1.65 1.54 1.10 1.20 1.54 2.34
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report61

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 383 03410010 36°29′49′′ 84°31′08′′ PINE CREEK AT U.S. HWY 27 AT ONEIDA (0) 5.27 5.28 32 2.230 60 3.11 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.21 9.48 3.52 0.00 0.00 0.00 0.00 0.33 0.58 1.07 1.97 3.50 5.05 7.77 11.3 21.10.00 0.05 8.43 2.14 0.00 0.00 0.00 0.00 0.11 0.25 0.53 1.07 2.09 3.87 6.45 11.5 20.10.60 0.69 1.23 2.44 0.77 0.75 0.81 0.97 1.10 1.39 1.51 1.54 1.54 1.41 1.49 2.28 3.08

 384 03410050 36°27′13′′ 84°39′04′′ S FORK CUMBERLAND R NR HELENWOOD (1) 712 712 33 2.230 46 3.50 4 4 03410500

4.20 11.5 1315 495 4.67 6.39 8.81 15.6 28.9 70.7 163 323 528 806 1175 1755 30385.04 15.0 1257 477 4.99 7.19 10.8 20.3 37.5 84.4 163 294 497 768 1120 1676 29684.37 11.5 1243 402 4.39 6.06 8.49 14.3 25.5 56.9 116 219 402 688 1063 1725 29401.08 1.28 12.9 20.9 0.46 0.57 0.64 0.80 1.32 2.70 4.26 6.31 7.95 7.82 9.67 10.7 12.3

 385 03410210 36°28′38′′ 84°40′09′′ S FK CUMBERLAND R, LEATHERWOOD FORD (1) 806 806 33 2.229 43 3.57 7 0 03410210

18.0 27.0 1305 454 21.1 22.8 26.3 34.8 52.2 91.6 167 278 455 692 1050 1570 2780

5.95 17.0 1418 535 5.86 8.28 12.2 22.9 41.9 93.6 181 329 559 863 1264 1891 33514.91 12.9 1413 460 4.93 6.84 9.58 16.2 29.0 65.4 133 252 460 787 1216 1970 33530.99 1.18 12.5 14.3 0.44 0.55 0.62 0.78 1.31 2.72 4.33 6.16 7.18 7.60 9.54 10.5 12.1

 386 03414340 36°11′02′′ 85°09′53′′ EAST FORK OBEY RIVER AT OBEY CITY (1) 34.6 34.6 34 2.276 10 3.28 7 8 03414500

0.29 0.55 70.9 21.1 0.31 0.36 0.46 0.75 1.20 2.44 5.36 13.1 26.5 42.3 61.7 94.2 1680.00 0.16 58.0 15.6 0.00 0.00 0.13 0.24 0.40 1.14 2.93 6.85 14.0 23.9 39.2 64.2 1270.00 0.45 60.2 17.1 0.00 0.00 0.33 0.57 1.02 2.63 5.11 9.47 17.3 30.2 51.5 87.4 1540.86 1.69 5.19 3.97 0.39 0.46 0.55 0.74 0.86 1.23 1.85 2.09 2.51 3.31 4.91 6.01 7.32

 387 03414346 36°11′42′′ 85°04′06′′ HURRICANE CREEK AT CAMP GROUND (1) 15.8 15.7 32 2.273 15 3.56 4 5 03414500

0.02 0.05 32.4 9.62 0.02 0.03 0.04 0.07 0.15 0.41 1.28 4.67 12.1 19.3 28.2 43.0 76.60.00 0.15 28.8 7.98 0.00 0.00 0.00 0.17 0.29 0.75 1.72 3.81 7.81 13.8 22.9 35.7 65.60.00 0.12 27.4 6.62 0.00 0.00 0.00 0.16 0.29 0.79 1.69 3.41 6.68 12.5 21.9 39.1 69.80.69 1.05 4.51 4.67 0.56 0.60 0.69 0.89 1.02 1.62 2.25 2.53 3.00 3.85 5.63 6.97 7.21

 388 03414430 36°16′24′′ 85°02′40′′ EAST FORK OBEY RIVER NEAR WILDER (1) 117 116 41 2.269 31 3.02 4 5 03414500

0.08 0.18 240 71.2 0.08 0.10 0.14 0.27 0.51 1.32 3.76 12.4 36.8 86.1 171 319 5671.31 2.67 199 65.1 1.36 1.67 2.13 3.32 5.19 10.4 18.8 33.8 63.4 104 164 259 4592.20 4.67 202 74.3 2.18 2.81 3.64 5.51 8.61 16.6 28.1 45.8 74.6 118 179 278 4640.78 1.05 5.89 6.48 0.42 0.44 0.46 0.57 0.73 0.98 1.25 1.59 4.12 3.66 5.74 7.10 7.82

 389 03414680 36°18′52′′ 85°10′53′′ WEST FORK OBEY RIVER NEAR ALLRED (1) 70.8 70.7 51 2.271 50 2.13 5 6 03414500

1.90 3.00 145 43.1 1.92 2.16 2.60 3.68 5.22 8.76 15.6 29.9 54.3 86.6 126 193 3431.99 3.39 117 43.9 1.97 2.36 2.90 3.94 5.39 8.76 14.2 23.2 39.6 62.2 96.6 152 266

2.70 4.84 115 46.6 2.64 3.20 3.96 5.45 7.71 12.7 19.6 29.8 45.9 69.2 101 152 2530.41 0.60 6.67 6.70 0.38 0.38 0.41 0.49 0.58 0.70 0.96 1.28 3.34 3.47 5.22 6.89 9.34
62 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 390 03415960 36°32′14′′ 84°57′09′′ WOLF RIVER AT WOLF RIVER (1) 41.0 40.9 48 2.253 42 2.58 7 16 03416000 2.42 3.60 73.1 26.3 2.48 2.72 3.19 3.97 5.36 7.88 11.4 18.0 29.2 42.9 62.7 94.0 164 1.10 1.95 63.7 23.5 1.09 1.33 1.63 2.19 3.00 4.82 7.80 12.5 21.5 33.9 52.9 84.8 153 1.34 2.51 66.9 27.1 1.31 1.61 2.02 2.85 4.13 7.08 11.2 17.2 26.7 40.5 59.9 90.9 150 0.48 0.69 3.34 4.40 0.44 0.48 0.52 0.58 0.66 0.74 0.93 1.05 2.39 2.64 3.84 5.09 5.74 391 03415975 36°32′20′′ 84°56′56′′ ROTTEN FORK WOLF R NEAR PALL MALL (1) 21.6 21.7 51 2.252 47 2.46 8 18 03416000 0.53 0.88 38.5 13.9 0.56 0.63 0.78 1.04 1.53 2.54 4.10 7.48 14.1 22.6 33.0 49.5 86.2 0.82 1.37 32.2 12.0 0.80 0.97 1.17 1.51 1.98 2.99 4.51 6.73 10.6 17.2 27.0 45.2 79.8 0.83 1.50 34.8 14.3 0.81 0.98 1.22 1.68 2.38 3.91 6.04 9.15 14.0 21.1 31.0 47.0 77.2 0.34 0.58 2.09 2.36 0.36 0.39 0.46 0.60 0.70 0.86 1.13 1.32 1.55 1.64 2.15 3.25 5.19 392 03416100 36°36′04′′ 85°07′12′′ WOLF R AT ST HWY 42 NR BYRDSTOWN (1) 138 138 54 2.261 56 1.90 3 4 03415500 7.75 11.0 231 95.2 7.94 8.72 9.72 12.2 15.8 23.8 35.9 54.3 80.2 141 205 310 547 4.93 8.00 223 85.7 4.93 5.71 6.92 9.18 12.3 19.4 30.0 46.8 79.9 123 185 288 509 6.28 10.8 220 94.4 6.09 7.32 8.96 12.1 16.8 26.8 40.8 60.9 92.2 136 195 289 480 0.60 0.74 4.72 6.74 0.48 0.50 0.51 0.57 0.68 0.85 1.04 1.31 3.45 3.14 5.01 7.01 6.87 393 03417695 36°19′08′′ 85°20′30′′ ROARING RIVER AT OKALONA (1) 15.3 14.4 63 2.275 68 1.55 4 4 03416000 1.35 2.00 27.3 9.83 1.38 1.50 1.74 2.12 2.78 3.95 5.51 8.35 13.0 16.0 23.4 35.1 61.1 0.95 1.35 22.5 9.11 0.90 1.02 1.18 1.47 1.87 2.80 3.98 5.64 8.38 12.5 19.0 30.3 51.7 0.83 1.33 21.8 8.97 0.80 0.94 1.13 1.44 1.89 2.76 4.02 5.82 8.67 12.8 18.6 28.0 46.7 0.41 0.70 2.63 2.22 0.44 0.50 0.57 0.66 0.76 0.87 1.18 1.46 1.44 1.34 2.34 4.04 5.90 394 03417750 36°20′46′′ 85°20′04′′ CARR CREEK NEAR LIVINGSTON (1) 21.2 21.4 58 2.274 66 1.68 2 7 03418000 1.05 1.57 29.9 13.0 0.94 1.12 1.31 1.67 2.21 3.56 5.25 7.62 11.4 17.1 25.1 39.1 67.6 1.18 1.79 32.9 13.7 1.12 1.28 1.53 1.99 2.57 3.95 5.77 8.33 12.5 18.7 27.7 43.1 73.9 1.07 1.78 33.1 13.4 1.04 1.23 1.49 1.94 2.60 3.93 5.85 8.63 13.0 19.4 28.3 42.7 71.3 0.34 0.61 2.82 3.24 0.36 0.38 0.44 0.58 0.72 0.95 1.42 1.88 2.12 2.17 3.37 4.79 7.10

 395 03417800 36°21′57′′ 85°20′26′′ TOWN CREEK AT LIVINGSTON (1) 15.1 14.9 56 2.274 67 1.58 2 4 03418000

0.54 0.82 21.3 9.29 0.49 0.58 0.68 0.87 1.15 1.87 2.78 4.05 6.12 12.2 17.9 27.8 48.20.76 1.18 23.1 9.36 0.71 0.84 1.02 1.34 1.73 2.65 3.88 5.64 8.41 12.7 19.1 30.2 52.10.67 1.13 22.7 8.92 0.65 0.78 0.94 1.23 1.66 2.52 3.79 5.65 8.63 13.0 19.1 29.1 49.00.31 0.55 2.81 2.24 0.34 0.36 0.42 0.54 0.65 0.80 1.13 1.45 1.48 1.37 2.33 4.38 6.69

 396 03418020 36°21′36′′ 85°26′02′′ FLAT CREEK NEAR HILHAM (1) 22.5 22.5 65 2.276 75 1.41 2 5 03418000

1.40 2.10 31.7 13.8 1.30 1.54 1.78 2.22 2.89 4.51 6.50 9.20 13.5 18.1 26.7 41.5 71.81.76 2.44 36.3 15.6 1.68 1.85 2.14 2.65 3.35 5.00 7.01 9.90 14.6 21.2 30.9 47.0 79.21.41 2.20 33.8 14.2 1.36 1.58 1.88 2.37 3.08 4.42 6.40 9.21 13.6 20.0 28.8 43.0 71.90.40 0.63 2.31 3.08 0.44 0.48 0.53 0.60 0.72 0.87 1.28 1.64 1.92 1.72 2.84 3.87 5.19
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report63

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 397 03418030 36°14′46′′ 85°23′14′′ SPRING CREEK NEAR ALGOOD (1) 13.8 14.9 57 2.278 71 1.68 7 9 03414500

2.13 2.65 28.3 8.40 2.17 2.29 2.50 2.94 3.46 4.41 5.76 7.83 10.3 16.9 24.6 37.6 66.90.80 1.22 23.2 9.46 0.75 0.87 1.05 1.38 1.78 2.73 3.97 5.72 8.52 12.8 19.3 30.5 52.40.72 1.20 23.0 9.09 0.70 0.83 1.00 1.30 1.75 2.62 3.92 5.82 8.84 13.3 19.5 29.6 49.50.31 0.56 2.92 2.30 0.33 0.35 0.41 0.54 0.64 0.80 1.12 1.46 1.49 1.39 2.38 4.44 6.74

 398 03418050 36°17′51′′ 85°27′44′′ SPRING CREEK NEAR COOKEVILLE (1) 50.3 54.0 62 2.278 79 1.43 2 6 03418000

3.75 5.35 70.9 35.4 3.39 3.97 4.57 5.65 7.26 11.1 15.7 21.9 31.5 45.1 59.6 92.7 1602.23 3.54 82.6 35.5 2.11 2.42 2.98 4.00 5.26 8.35 12.4 18.3 32.2 46.8 68.3 104 1833.23 5.10 82.8 34.8 3.12 3.64 4.35 5.55 7.29 10.6 15.5 22.6 33.7 49.5 70.7 105 1760.47 0.63 5.37 3.73 0.46 0.46 0.49 0.56 0.63 0.70 0.90 1.09 2.38 2.11 3.87 5.72 7.90

 399 03418060 36°20′20′′ 85°31′12′′ SPRING CREEK NEAR HILHAM (1) 74.2 78.0 61 2.278 80 1.47 1 9 03414500

0.26 0.38 152 45.2 0.28 0.30 0.35 0.45 0.58 0.84 1.27 2.04 56.9 90.7 132 202 3602.84 4.46 121 47.9 2.74 3.14 3.85 5.12 6.74 10.6 16.1 23.7 43.3 66.2 99.9 154 2744.62 7.32 121 51.2 4.46 5.21 6.24 8.00 10.6 15.4 22.8 33.2 49.6 72.7 103 153 2560.64 0.74 4.86 5.35 0.67 0.64 0.66 0.73 0.84 1.04 1.19 1.37 3.61 3.33 4.51 6.58 7.13

 400 03418180 36°20′53′′ 85°34′00′′ BLACKBURN FORK NR DODSON BRANCH (1) 61.0 61.8 62 2.278 81 1.42 9 14 03416000

7.99 10.6 109 45.8 8.13 8.70 9.76 11.4 14.1 18.7 24.3 33.8 47.8 63.9 93.2 140 2432.73 4.22 96.7 42.5 2.57 2.93 3.60 4.79 6.28 9.99 14.8 21.7 38.7 55.9 80.7 122 2143.73 5.87 94.7 40.0 3.60 4.20 5.01 6.39 8.40 12.2 17.9 26.0 38.7 56.8 80.9 120 2010.45 0.61 5.02 3.76 0.44 0.45 0.48 0.54 0.61 0.69 0.88 1.06 2.37 2.12 3.46 5.21 7.13

 401 03418189 36°21′21′′ 85°35′18′′ MORRISON CREEK NEAR GAINESBORO (0) 11.2 11.2 48 2.278 74 2.24 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.58 0.93 17.8 7.99 0.53 0.63 0.77 1.04 1.38 2.19 3.25 4.72 6.98 10.2 14.8 22.2 38.60.38 0.69 18.1 6.61 0.37 0.45 0.56 0.76 1.07 1.69 2.67 4.14 6.52 10.1 15.1 23.4 39.00.39 0.70 3.24 4.35 0.41 0.44 0.52 0.70 0.87 1.15 1.76 2.50 2.77 2.92 3.58 4.74 7.44

 402 03418205 36°22′19′′ 85°39′18′′ DOE CREEK NEAR GAINESBORO (0) 8.30 8.31 40 2.278 65 2.34 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.63 13.6 6.04 0.00 0.00 0.00 0.67 0.93 1.50 2.27 3.42 5.24 7.77 11.5 17.6 30.30.00 0.30 13.4 4.32 0.00 0.00 0.00 0.34 0.51 0.89 1.52 2.54 4.26 7.00 10.9 17.6 29.90.48 0.76 3.04 5.13 0.52 0.55 0.65 0.91 1.16 1.77 2.50 3.19 3.39 3.35 4.07 5.37 7.08

 403 03418230 36°25′11′′ 85°40′21′′ JENNINGS CREEK NEAR GAINESBORO (0) 72.3 72.3 41 2.277 73 2.28 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.91 2.11 119 43.8 0.92 1.25 1.67 2.50 3.88 7.46 12.8 21.2 39.0 63.2 97.9 156 2771.56 3.08 120 42.0 1.53 1.91 2.46 3.53 5.28 9.06 15.4 25.3 41.7 66.7 99.7 156 2630.68 1.13 8.87 7.47 0.35 0.39 0.43 0.52 0.61 0.79 1.09 1.43 3.67 4.45 7.21 8.09 11.3
64 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 404 03418250 36°18′27′′ 85°42′43′′ FLYNN CREEK NEAR FLYNNS LICK (0) 25.0 25.1 45 2.281 68 2.38 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.74 1.29 38.8 14.7 0.70 0.83 1.05 1.49 2.03 3.36 5.21 7.90 12.5 20.0 30.8 48.8 85.6 0.72 1.35 41.5 15.0 0.70 0.86 1.08 1.51 2.19 3.61 5.85 9.28 14.8 23.3 34.8 54.0 90.4 0.46 0.86 7.97 7.43 0.40 0.44 0.53 0.73 0.93 1.25 2.06 2.94 3.48 4.12 5.18 5.07 9.06 405 03418520 35°53′10′′ 85°15′05′′ CLIFTY CREEK AT MOBRA (0) 14.8 14.8 32 2.287 13 4.29 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.14 26.8 7.42 0.00 0.00 0.00 0.16 0.28 0.71 1.61 3.60 7.39 12.8 21.4 33.1 61.0 0.00 0.12 26.9 6.40 0.00 0.00 0.00 0.15 0.29 0.78 1.67 3.35 6.57 12.3 21.8 38.8 68.8 0.61 0.94 4.83 4.52 0.51 0.54 0.62 0.81 0.96 1.57 2.19 2.45 2.91 3.81 5.88 7.55 7.90 406 03418925 35°45′46′′ 85°10′09′′ BEE CR AT LANTANA RD AT WINESAP (0) 16.9 16.8 32 2.288 10 3.62 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.12 29.9 7.89 0.00 0.00 0.00 0.14 0.25 0.66 1.59 3.73 7.83 13.7 23.0 36.2 67.7 0.00 0.12 29.8 7.02 0.00 0.00 0.00 0.15 0.30 0.84 1.80 3.63 7.15 13.4 24.1 43.2 77.7 0.65 1.00 4.82 4.43 0.50 0.53 0.61 0.81 0.97 1.57 2.21 2.39 2.80 3.62 5.43 6.89 7.73 407 03418935 35°44′07′′ 85°11′43′′ BEAVERDAM CR, LANTANA RD, BELLVIEW (0) 17.0 17.3 32 2.288 9 3.41 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.11 30.6 7.96 0.00 0.00 0.00 0.13 0.23 0.64 1.57 3.74 7.88 13.8 23.2 36.6 69.0 0.00 0.12 30.4 7.14 0.00 0.00 0.00 0.15 0.30 0.85 1.82 3.67 7.25 13.6 24.6 44.1 79.9 0.65 0.99 4.79 4.40 0.49 0.53 0.61 0.81 0.96 1.56 2.19 2.37 2.78 3.60 5.39 6.84 7.68 408 03418950 35°46′24′′ 85°13′58′′ BEE CREEK NEAR HERBERT DOMAIN (0) 59.6 59.6 32 2.288 11 3.75 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.22 106 26.9 0.00 0.00 0.17 0.32 0.61 2.03 5.45 12.8 27.0 48.9 80.2 128 245 0.00 0.45 108 26.6 0.00 0.00 0.32 0.59 1.14 3.21 6.90 13.9 27.2 50.6 88.9 156 280 1.25 1.65 6.37 6.33 0.49 0.56 0.59 0.69 0.89 1.53 2.35 3.14 3.77 4.24 5.80 5.78 7.59

 409 03418995 35°45′35′′ 85°15′57′′ GLADE CREEK NEAR LONEWOOD (0) 39.1 39.2 32 2.289 10 3.60 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.14 69.5 17.7 0.00 0.00 0.11 0.20 0.38 1.28 3.49 8.58 18.3 32.5 53.2 86.6 1630.00 0.29 70.5 17.0 0.00 0.00 0.20 0.37 0.72 2.04 4.37 8.82 17.3 32.4 57.5 102 1831.36 2.24 5.79 5.02 0.61 0.72 0.81 0.97 1.04 1.46 2.26 2.53 3.02 3.58 5.67 6.75 7.99

 410 03419110 35°49′12′′ 85°22′58′′ CANEY FORK AT DODSON (1) 297 297 34 2.291 16 3.67 4 4 03418500

0.27 0.70 570 119 0.29 0.32 0.40 1.28 3.40 12.5 32.9 78.7 177 321 519 795 14291.41 2.80 520 130 1.48 1.68 2.12 3.92 6.86 17.4 36.5 73.7 144 272 434 672 12131.69 4.63 551 163 1.72 2.43 3.39 5.86 10.5 25.7 50.3 92.8 168 291 475 780 13550.95 1.64 9.96 6.17 0.46 0.55 0.65 0.94 1.46 2.44 3.57 4.94 5.27 4.69 7.25 7.00 8.95
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report65

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 411 03419140 35°49′57′′ 85°25′36′′ HICKORY VALLEY BR NR RIVER HILL (0) 9.80 11.9 68 2.292 63 1.19 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.75 1.07 18.4 7.03 0.72 0.81 0.93 1.16 1.47 2.15 3.11 4.49 6.61 9.82 15.4 25.0 42.70.71 1.11 17.6 7.04 0.69 0.80 0.95 1.19 1.53 2.22 3.17 4.54 6.76 9.97 14.7 22.2 37.70.53 0.80 2.60 2.24 0.62 0.66 0.74 0.81 0.92 1.06 1.35 1.58 1.42 1.28 2.28 3.79 5.53

 412 03419170 35°39′48′′ 85°20′50′′ ROCKHOUSE CR, FALL CR FALLS STATE PARK (0) 3.09 3.11 32 2.332 10 3.57 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 5.27 2.06 0.00 0.00 0.00 0.00 0.10 0.22 0.46 0.95 1.85 2.69 4.40 7.51 13.50.00 0.00 5.65 1.15 0.00 0.00 0.00 0.00 0.05 0.14 0.29 0.59 1.19 2.32 4.31 7.97 14.60.39 0.54 2.18 3.07 0.45 0.42 0.47 0.62 0.77 1.30 1.93 2.51 2.49 2.23 3.48 5.35 5.72

 413 03419178 35°38′45′′ 85°23′12′′ FALL CR, PARK BDRY, FALL CR FALLS ST PARK (0) 2.29 2.29 32 2.334 12 4.14 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 3.45 1.29 0.00 0.00 0.00 0.00 0.07 0.15 0.30 0.60 1.13 1.69 2.80 5.27 9.350.00 0.00 4.25 0.87 0.00 0.00 0.00 0.00 0.04 0.10 0.22 0.45 0.90 1.76 3.24 5.97 10.80.43 0.53 1.77 2.80 0.54 0.49 0.52 0.61 0.74 1.12 1.53 1.92 1.95 1.72 2.86 4.87 5.13

 414 03419180 35°39′15′′ 85°21′52′′ FALL CR, PARK RD, FALL CR FALLS ST PARK (0) 5.92 5.86 32 2.333 14 4.53 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.09 10.0 3.84 0.00 0.00 0.00 0.00 0.15 0.35 0.79 1.71 3.51 5.19 8.16 13.3 24.10.00 0.04 11.2 2.36 0.00 0.00 0.00 0.00 0.11 0.29 0.61 1.24 2.47 4.78 8.65 15.7 28.10.55 0.85 3.47 3.71 0.52 0.51 0.58 0.77 0.93 1.70 2.47 2.99 2.90 3.13 4.51 7.27 7.60

 415 03419182 35°39′58′′ 85°21′20′′ FALL CR FALLS AT FALL CR FALLS ST PARK (0) 6.67 6.60 32 2.332 15 4.63 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.09 11.4 4.16 0.00 0.00 0.00 0.09 0.15 0.37 0.85 1.86 3.83 5.86 9.29 15.0 27.10.00 0.05 12.6 2.69 0.00 0.00 0.00 0.06 0.12 0.33 0.70 1.42 2.82 5.44 9.80 17.7 31.60.60 0.92 3.67 3.79 0.55 0.55 0.63 0.83 0.99 1.75 2.50 3.04 2.98 3.35 4.80 7.74 7.94

 416 03419190 35°39′40′′ 85°23′08′′ PINEY CREEK NEAR SPENCER (0) 21.6 21.7 32 2.333 10 3.46 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.12 38.4 11.5 0.00 0.00 0.00 0.14 0.24 0.77 2.09 4.91 10.4 17.8 28.9 46.5 89.30.00 0.15 40.3 8.71 0.00 0.00 0.00 0.19 0.37 1.04 2.23 4.52 9.03 17.3 31.5 56.8 1040.96 1.50 5.52 3.44 0.52 0.56 0.64 0.81 0.94 2.01 2.87 2.84 2.73 3.04 4.55 6.57 7.91

 417 03419200 35°44′36′′ 85°23′33′′ CANE CREEK NEAR SPENCER (0) 134 135 34 2.292 15 3.57 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.44 1.07 237 56.5 0.47 0.59 0.80 1.47 2.57 6.40 13.9 29.0 59.6 118 190 299 5430.73 2.01 247 71.3 0.74 1.05 1.47 2.53 4.54 11.1 21.7 40.2 73.0 127 211 350 6110.87 1.36 7.98 4.71 0.42 0.48 0.53 0.71 1.08 1.79 2.61 3.35 3.74 3.68 5.93 6.31 8.53
66 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 418 03419270 36°01′53′′ 85°20′10′′ CALFKILLER RIVER NEAR TAYLORS (1) 37.7 40.6 56 2.284 43 2.45 9 12 03414500 5.21 6.76 77.3 29.9 5.33 5.69 6.31 7.64 9.27 12.4 17.0 24.4 34.0 46.1 67.2 103 183 1.17 2.07 65.0 22.4 1.14 1.42 1.76 2.35 3.15 4.85 7.74 12.2 20.2 31.6 51.5 85.9 152 1.87 3.28 68.1 27.9 1.83 2.20 2.69 3.67 5.13 8.28 12.5 18.4 27.8 41.5 60.8 90.6 149 0.40 0.63 5.04 5.76 0.38 0.41 0.44 0.51 0.60 0.70 0.95 1.21 2.84 2.46 3.59 4.65 7.64 419 03419300 35°59′37′′ 85°25′10′′ CHERRY CREEK AT YANKEETOWN (1) 16.7 16.5 71 2.287 70 1.56 8 12 03420000 1.90 2.42 35.2 12.7 1.83 2.01 2.36 2.72 3.32 4.75 6.58 9.02 14.2 22.0 32.3 48.7 84.3 1.15 1.64 26.2 10.6 1.10 1.23 1.42 1.78 2.27 3.34 4.69 6.65 9.86 14.8 22.6 35.0 59.5 1.21 1.85 25.4 10.7 1.16 1.34 1.58 1.98 2.54 3.59 5.07 7.16 10.4 15.2 21.9 32.4 53.8 0.44 0.58 1.47 1.56 0.50 0.52 0.55 0.57 0.65 0.77 0.90 1.06 1.06 1.06 1.91 3.20 4.61 420 03419500 35°56′02′′ 85°27′32′′ CALFKILLER RIVER AT SPARTA (1, 2) 157 157 60 2.290 51 2.17 9 0 03419500 13.3 20.2 294 115 15.1 16.9 19.2 22.2 26.6 37.0 51.2 75.8 118 185 276 401 710 7.14 11.0 262 101 7.07 8.03 9.50 12.5 16.5 25.3 38.3 59.4 96.9 152 231 349 603 8.90 14.8 264 114 8.67 10.2 12.4 16.6 22.8 35.5 52.6 76.5 113 166 238 346 570 0.54 0.61 5.32 9.12 0.49 0.49 0.50 0.56 0.67 0.85 1.07 1.41 4.59 5.36 5.53 6.60 8.38 421 03420110 35°39′50′′ 85°34′52′′ ROCKY RIVER AT WHITE HILL (0) 53.3 53.3 38 2.337 19 3.65 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.44 0.95 98.5 32.2 0.00 0.00 0.77 1.11 1.75 4.14 8.54 15.9 30.6 52.2 79.1 119 219 0.59 1.42 102 30.1 0.00 0.00 1.07 1.72 2.84 6.06 10.7 18.4 31.4 53.1 86.2 139 239 0.89 1.18 8.68 3.74 0.42 0.48 0.56 0.66 1.01 2.22 2.92 2.81 2.90 3.15 5.05 7.27 10.9 422 03420116 35°42′04′′ 85°34′40′′ ROCKY R AT ROCKY R RD AT RIVERVIEW (1) 72.0 72.1 43 2.336 24 3.53 9 23 03421000 1.26 1.96 132 36.5 1.20 1.36 1.60 2.26 3.25 5.96 11.2 22.0 46.6 86.8 122 182 298 1.13 2.28 130 40.2 1.16 1.46 1.87 2.74 4.13 7.61 13.3 22.4 41.5 71.5 109 161 289 1.44 3.07 137 45.5 1.45 1.84 2.38 3.62 5.66 10.9 18.1 29.2 47.4 76.4 119 185 312 0.80 1.06 9.05 3.24 0.51 0.58 0.67 0.91 1.43 2.28 2.78 2.78 2.73 3.59 6.53 9.74 14.5

 423 03420120 35°44′10′′ 85°35′38′′ ROCKY RIVER NEAR SPENCER (1) 78.8 84.4 50 2.335 30 3.23 3 4 03421000

3.91 5.52 145 54.4 3.75 4.15 4.70 6.17 8.19 13.2 21.5 36.6 66.0 95.0 134 199 3262.54 4.45 156 46.2 2.63 3.12 3.78 5.11 6.98 11.6 18.4 29.1 50.8 86.5 132 196 3462.78 5.35 159 57.6 2.77 3.40 4.27 6.16 9.12 16.1 25.1 38.4 59.7 92.6 140 211 3510.81 1.25 8.88 4.81 0.63 0.75 0.87 1.12 1.88 2.91 3.26 3.64 3.91 5.34 8.30 9.87 12.8

 424 03420125 35°45′01′′ 85°34′05′′ LAUREL CREEK NEAR BONE CAVE (1) 29.0 24.7 48 2.335 43 2.44 3 4 03420000

0.21 0.42 61.2 22.0 0.18 0.24 0.39 0.58 1.05 2.97 7.71 16.1 24.7 38.1 56.0 84.5 1460.74 1.39 43.0 13.5 0.72 0.91 1.14 1.55 2.12 3.35 5.34 8.38 13.4 21.6 33.5 52.4 94.40.71 1.36 43.5 14.6 0.71 0.87 1.09 1.53 2.23 3.78 6.00 9.35 14.9 23.6 36.2 56.3 95.40.45 0.75 6.28 4.48 0.37 0.40 0.47 0.62 0.80 1.10 1.76 2.50 2.85 3.48 4.41 5.43 8.18
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report67

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 425 03420150 35°21′20′′ 85°32′56′′ MILL CREEK AT PALMER (0) 7.36 7.33 32 2.345 15 4.69 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.11 10.9 4.43 0.00 0.00 0.00 0.11 0.19 0.46 0.99 2.02 3.81 5.59 8.79 14.6 26.20.00 0.06 14.3 2.97 0.00 0.00 0.00 0.07 0.14 0.36 0.78 1.58 3.14 6.09 11.0 19.9 35.60.64 0.93 3.56 3.78 0.62 0.58 0.65 0.82 0.98 1.71 2.45 3.00 2.93 3.27 4.72 7.87 7.17

 426 03420156 35°23′35′′ 85°34′00′′ COLLINS RIVER AT BARKERTOWN (1) 22.9 23.0 32 2.344 15 4.84 6 9 03578000

0.04 0.09 48.2 8.07 0.04 0.05 0.06 0.10 0.21 0.66 2.04 6.11 15.8 29.6 43.6 63.9 1120.00 0.16 37.8 11.0 0.00 0.00 0.00 0.18 0.29 0.88 2.21 4.71 9.51 16.6 27.7 45.2 85.90.00 0.18 45.7 9.88 0.00 0.00 0.00 0.24 0.46 1.22 2.62 5.29 10.5 20.1 35.8 63.6 1141.04 1.55 5.82 3.34 0.51 0.56 0.64 0.80 0.98 2.15 2.97 2.95 2.95 3.33 5.02 7.54 8.89

 427 03420160 35°24′58′′ 85°42′21′′ BIG CREEK NEAR ALTAMONT (0) 20.5 20.7 32 2.345 12 4.06 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.13 34.4 10.8 0.00 0.00 0.00 0.15 0.24 0.78 2.04 4.42 8.96 15.5 25.5 41.1 79.30.00 0.15 40.0 8.51 0.00 0.00 0.00 0.19 0.37 1.03 2.21 4.49 8.94 17.2 31.1 55.9 1010.98 1.51 5.90 3.30 0.54 0.57 0.66 0.85 0.98 2.12 2.91 2.88 2.88 3.26 4.96 7.44 8.75

 428 03420165 35°26′20′′ 85°42′41′′ FIRESCALD CREEK NEAR ALTAMONT (0) 6.52 6.54 37 2.344 12 4.00 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.34 9.53 3.36 0.00 0.00 0.00 0.34 0.48 0.84 1.32 2.08 3.42 5.01 8.18 13.8 23.50.00 0.14 12.4 3.32 0.00 0.00 0.00 0.16 0.28 0.63 1.14 1.99 3.47 6.04 10.3 17.3 30.00.70 1.07 3.21 3.51 0.62 0.58 0.65 0.82 1.02 1.82 2.37 2.74 2.73 2.96 4.39 7.42 6.66

 429 03420170 35°25′59′′ 85°43′14′′ PINEY CREEK AT ALTAMONT (0) 9.37 9.36 34 2.344 11 3.86 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.24 15.7 5.15 0.00 0.00 0.00 0.25 0.39 0.76 1.44 2.72 4.85 7.73 13.1 21.0 36.80.00 0.12 17.7 4.25 0.00 0.00 0.00 0.15 0.26 0.66 1.28 2.39 4.45 8.11 14.3 24.8 44.10.79 1.14 4.90 3.82 0.61 0.58 0.65 0.80 0.95 1.83 2.67 3.19 3.03 3.57 5.06 7.12 7.04

 430 03420190 35°30′33′′ 85°39′58′′ PEPPER HOLLOW BRANCH AT TARLTON (0) 4.41 4.53 48 2.341 39 3.90 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.34 0.51 6.58 2.77 0.30 0.35 0.42 0.54 0.70 1.00 1.36 1.86 2.65 3.65 5.80 9.55 15.90.14 0.26 8.47 2.76 0.13 0.16 0.21 0.30 0.44 0.74 1.17 1.81 2.87 4.60 7.15 11.2 18.50.54 0.62 2.65 2.48 0.68 0.62 0.66 0.80 1.00 1.31 1.49 1.77 1.81 1.83 3.78 9.86 10.6

 431 03420200 35°31′04′′ 85°40′27′′ COLLINS RIVER NEAR TARLTON (1) 174 174 34 2.341 18 4.22 3 4 03421000

2.86 4.10 320 39.4 2.75 3.03 3.44 4.50 5.97 9.59 15.6 26.5 47.8 210 295 439 7210.57 1.74 308 79.0 0.60 0.88 1.22 2.34 4.28 10.6 22.6 45.4 86.9 159 252 393 7130.98 2.70 346 92.0 1.01 1.41 1.97 3.40 6.13 14.6 28.7 53.1 97.3 173 288 476 8320.98 1.39 12.5 4.71 0.48 0.55 0.61 0.82 1.21 1.96 2.71 3.04 3.19 3.71 6.75 7.62 11.7
68 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 432 03420230 35°34′17′′ 85°42′42′′ SCOTT CREEK AT IRVING COLLEGE (1) 34.1 34.4 51 2.339 63 2.00 5 11 03421000 1.66 2.26 62.7 16.8 1.61 1.76 1.96 2.49 3.19 4.84 7.45 11.9 19.9 41.1 57.9 86.1 141 1.07 1.88 56.1 18.3 1.05 1.23 1.54 2.16 2.96 4.83 7.44 11.5 18.0 28.6 44.2 69.2 122 1.24 2.21 59.2 20.3 1.22 1.46 1.81 2.46 3.45 5.46 8.49 13.0 20.5 32.2 48.4 74.4 127 0.63 0.90 5.84 4.52 0.40 0.41 0.49 0.65 0.95 1.36 2.16 2.91 3.25 4.04 5.25 6.29 7.93 433 03420300 35°40′29′′ 85°42′28′′ COLLINS RIVER AT SHELLSFORD (1) 325 325 43 2.337 33 3.55 3 5 03421000 12.3 16.0 597 89.8 11.9 12.9 14.1 17.4 21.5 30.8 44.6 66.5 104 392 552 820 1347 7.99 12.9 559 174 7.94 8.99 10.6 15.0 21.7 38.3 64.0 107 185 320 476 727 1287 7.47 15.4 632 219 7.49 9.41 12.1 18.3 28.5 53.2 88.5 142 229 366 554 841 1409 0.80 1.19 12.1 5.18 0.87 0.99 1.14 1.77 3.00 5.35 6.20 5.76 5.19 6.91 10.6 11.8 15.0 434 03420440 35°40′41′′ 85°57′06′′ S PRONG BARREN FORK NR TROUSDALE (1) 65.3 65.3 138 2.345 33 0.95 3 7 03596000 5.24 7.87 110 37.7 5.66 6.35 7.54 8.89 10.6 13.8 17.9 24.9 38.4 57.1 86.1 129 225

11.6 15.2 113 49.6 11.2 12.3 13.8 15.9 18.8 23.9 28.9 36.9 49.8 68.9 93.9 137 235

9.36 12.5 101 47.0 9.01 10.1 11.3 13.3 15.8 21.5 26.8 34.0 45.9 62.6 89.5 127 2150.62 0.54 8.87 2.11 0.74 0.69 0.71 0.70 0.75 0.83 0.92 1.15 1.63 2.72 6.37 10.4 19.2

 435 03420470 35°42′40′′ 85°57′25′′ N PRONG BARREN FORK AT OAK GROVE (1) 29.8 29.9 136 2.330 24 0.94 4 13 03596000

7.97 10.2 50.4 26.1 8.35 8.94 9.91 10.9 12.2 14.3 16.7 20.3 26.3 35.7 39.3 59.0 1034.65 6.20 51.5 19.8 4.85 5.25 5.92 6.69 7.63 9.30 11.2 14.9 20.5 28.9 40.8 61.1 1053.79 5.20 44.8 20.9 3.65 4.14 4.65 5.55 6.65 9.44 11.7 14.9 20.2 27.6 40.2 57.5 97.80.38 0.36 4.61 1.01 0.45 0.39 0.41 0.41 0.44 0.51 0.55 0.60 0.81 1.40 3.62 13.7 26.0

 436 03420720 35°34′32′′ 85°51′02′′ HICKORY CREEK NEAR VIOLA (1) 58.2 57.0 51 2.340 66 1.62 6 11 03596000

2.29 3.68 98.4 22.9 2.51 2.87 3.50 4.24 5.23 7.08 9.60 14.0 23.3 42.1 77.0 115 2011.49 2.66 93.0 29.0 1.46 1.76 2.22 3.10 4.33 7.11 11.0 17.1 27.3 45.2 73.0 113 2012.00 3.52 95.5 32.8 1.97 2.37 2.92 3.93 5.48 8.66 13.5 20.7 32.9 51.4 77.1 119 2050.94 1.30 8.75 5.25 0.56 0.62 0.73 0.89 1.41 1.74 2.47 3.03 3.36 4.11 5.90 7.76 10.9

 437 03420800 35°39′30′′ 85°48′10′′ HICKORY CREEK NEAR MCMINNVILLE (1) 132 133 80 2.337 68 1.38 9 15 03596000

5.11 9.52 223 105 5.76 6.85 8.92 11.5 15.1 22.5 33.5 55.3 77.2 115 174 262 455

11.6 17.1 223 94.9 11.5 13.1 15.1 18.8 23.3 32.6 45.1 62.8 93.6 139 201 291 49111.8 17.3 219 92.4 11.4 12.9 15.1 18.7 23.8 33.2 46.0 63.6 91.9 132 188 271 456

1.16 1.03 3.29 2.73 1.25 1.17 1.14 1.20 1.32 1.51 1.62 1.74 1.89 1.93 2.55 4.13 7.08

 438 03420900 35°40′23′′ 85°45′33′′ BARREN FORK AT MCMINNVILLE (1) 303 303 112 2.337 57 1.19 5 7 03420500

55.2 66.8 524 219 45.3 53.4 58.7 66.6 80.6 98.8 117 152 201 291 430 604 98862.8 84.7 567 301 57.2 64.7 74.3 90.6 109 141 179 228 298 398 531 729 115242.6 57.2 491 234 41.0 45.5 51.3 61.5 74.8 99.7 129 168 231 317 437 609 1017

1.21 1.19 3.40 1.87 0.98 1.10 1.10 1.17 1.26 1.32 1.35 1.58 1.67 1.90 2.39 3.38 7.26
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report69

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 439 03421150 35°44′32′′ 85°51′12′′ CHARLES CREEK AT DAY LIGHT (1) 13.8 14.3 120 2.330 33 0.93 4 9 03596000

1.38 1.99 23.3 7.97 1.48 1.64 1.91 2.21 2.59 3.27 4.12 5.51 8.07 12.1 18.2 27.3 47.61.46 2.01 24.0 9.19 1.44 1.57 1.78 2.13 2.59 3.43 4.52 6.25 9.30 14.3 21.3 30.6 51.11.62 2.25 21.3 9.36 1.56 1.77 2.00 2.38 2.85 3.96 5.03 6.54 9.03 12.6 18.4 26.9 45.80.49 0.52 2.46 1.52 0.56 0.47 0.50 0.53 0.63 0.78 0.86 0.96 1.11 1.86 4.11 12.0 28.2

 440 03421200 35°43′00′′ 85°46′05′′ CHARLES CREEK NEAR MCMINNVILLE (1) 31.1 32.1 120 2.335 53 1.05 4 6 03420500

11.8 13.3 53.8 27.0 10.6 11.6 12.3 13.3 14.9 16.8 18.6 21.7 25.7 32.0 44.2 62.0 101

4.85 6.27 52.2 21.6 4.68 5.05 5.65 6.54 7.68 9.67 12.1 15.8 21.4 30.7 44.6 65.2 1084.37 5.83 49.4 22.2 4.20 4.65 5.23 6.13 7.29 9.56 12.2 15.8 21.7 30.1 42.7 61.1 1030.48 0.47 8.88 1.63 0.64 0.56 0.60 0.61 0.67 0.78 0.84 0.92 1.25 2.20 6.21 15.3 38.5

 441 03421390 35°47′53′′ 85°45′58′′ MOUNTAIN CREEK NEAR DIBRELL (1) 42.7 42.8 120 2.310 41 0.98 7 13 03426800

8.14 10.7 72.7 39.0 7.35 7.96 9.10 10.9 13.1 17.5 22.3 28.8 37.2 48.0 57.8 86.2 1537.98 10.4 72.4 35.3 7.88 8.45 9.43 11.0 12.9 16.4 20.4 26.8 35.9 48.5 64.9 92.3 1505.53 7.49 63.5 30.2 5.30 5.96 6.71 7.94 9.50 12.9 16.5 21.3 29.1 39.7 56.4 80.5 1350.55 0.53 3.03 1.56 0.70 0.62 0.65 0.66 0.72 0.86 0.95 1.05 1.21 1.66 2.81 4.08 7.11

 442 03422600 35°53′00′′ 85°45′01′′ SINK CREEK AT KELTONBURG (1) 30.2 29.8 120 2.306 45 1.17 3 4 03426800

3.35 4.50 51.4 26.8 2.95 3.25 3.80 4.68 5.83 8.23 11.0 23.0 25.6 29.0 40.9 60.9 1085.48 6.99 50.9 23.9 5.30 5.69 6.31 7.31 8.62 10.9 13.5 17.4 24.0 33.4 46.4 65.3 1044.12 5.57 45.1 21.7 3.94 4.40 4.96 5.87 7.03 9.42 12.0 15.4 21.0 28.6 40.4 57.4 95.40.50 0.46 1.49 1.07 0.59 0.51 0.52 0.51 0.54 0.60 0.64 0.67 0.79 1.17 2.07 3.63 5.94

 443 03422620 35°55′24′′ 85°51′21′′ PINE CR BL PINE CR SPRGS NR SMITHVILLE (1) 3.01 2.84 118 2.308 22 0.87 4 9 03420500

0.90 1.03 5.21 2.51 0.77 0.87 0.93 1.03 1.18 1.38 1.57 1.90 2.35 3.11 4.28 6.00 9.820.24 0.37 4.50 1.57 0.24 0.27 0.32 0.39 0.47 0.63 0.81 1.10 1.63 2.44 3.86 6.23 10.40.27 0.38 3.97 1.72 0.26 0.30 0.34 0.40 0.49 0.71 0.90 1.18 1.63 2.29 3.45 5.15 8.850.42 0.45 2.61 1.83 0.45 0.33 0.36 0.39 0.48 0.62 0.69 0.89 1.31 2.34 5.71 4.06 5.20

 444 03422651 35°55′06′′ 85°49′32′′ MURPHY BR BL WHARTON SPRG, SMITHVILLE (1) 2.20 2.20 120 2.307 38 0.96 2 11 03420500

1.11 1.22 3.81 2.24 1.00 1.09 1.14 1.22 1.34 1.49 1.63 1.85 2.14 2.59 3.21 4.38 7.180.23 0.34 3.40 1.41 0.23 0.25 0.29 0.35 0.43 0.57 0.74 0.98 1.42 2.04 3.07 4.62 7.500.25 0.35 3.11 1.36 0.24 0.27 0.31 0.36 0.42 0.57 0.72 0.94 1.29 1.81 2.67 3.96 6.700.46 0.50 2.72 1.77 0.48 0.35 0.38 0.42 0.50 0.64 0.71 0.92 1.39 2.40 5.30 4.11 5.40

 445 03422700 35°54′17′′ 85°47′02′′ PINE CREEK NEAR KELTONBURG (1) 18.5 18.5 120 2.306 40 1.03 3 4 03426800

6.75 7.99 31.5 18.4 6.29 6.63 7.22 8.10 9.12 11.0 12.9 15.1 17.9 21.0 25.4 37.3 66.22.77 3.62 30.8 13.5 2.67 2.89 3.24 3.80 4.51 5.73 7.23 9.48 13.3 19.1 27.6 39.2 63.82.34 3.19 27.2 12.8 2.24 2.52 2.85 3.36 4.02 5.45 6.93 8.96 12.2 16.8 24.1 34.6 58.20.72 0.70 2.09 1.33 0.77 0.65 0.68 0.70 0.77 0.85 0.87 0.90 0.99 1.49 3.03 6.91 13.8
70 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 446 03422800 36°08′38′′ 85°25′15′′ FALLING WATER RIVER NEAR ALGOOD (1) 16.8 16.9 51 2.282 54 2.25 2 4 03418000 0.51 0.81 23.7 9.85 0.45 0.55 0.66 0.87 1.22 2.13 3.37 5.23 8.45 13.5 19.9 31.0 53.6 0.68 1.15 26.8 10.3 0.65 0.78 0.96 1.31 1.75 2.73 4.13 6.18 9.27 14.2 22.0 34.9 60.6 0.63 1.13 27.5 10.4 0.61 0.74 0.92 1.25 1.76 2.83 4.38 6.68 10.3 15.9 23.6 36.1 60.2 0.39 0.70 4.13 3.68 0.36 0.40 0.47 0.63 0.78 1.02 1.51 2.00 2.08 2.09 3.18 4.89 7.72 447 03422802 36°08′51′′ 85°25′22′′ ROCKWELL HOLLOW BR NEAR ALGOOD (1) 5.07 5.19 55 2.282 58 2.17 2 6 03418000 0.26 0.39 7.15 3.12 0.23 0.27 0.31 0.40 0.53 0.85 1.26 1.82 2.74 4.08 6.01 9.34 16.2 0.41 0.60 7.98 3.54 0.38 0.44 0.52 0.66 0.83 1.20 1.65 2.27 3.18 4.47 6.73 10.6 18.1 0.22 0.39 8.27 3.14 0.22 0.26 0.32 0.42 0.58 0.90 1.35 2.02 3.08 4.70 7.02 10.8 17.9 0.66 0.85 1.84 2.41 0.95 0.88 0.96 1.14 1.36 1.72 1.87 2.05 1.93 1.52 2.92 6.86 7.38 448 03422900 36°05′18′′ 85°30′26′′ PIGEON ROOST CR NR COOKEVILLE (1) 21.1 11.0 79 2.287 90 1.26 3 6 03418000 1.02 1.54 29.8 13.0 0.94 1.12 1.31 1.66 2.20 3.54 5.23 7.59 11.4 17.0 25.0 38.9 67.3 0.95 1.31 17.8 7.76 0.91 1.03 1.16 1.41 1.75 2.52 3.59 5.13 7.41 10.5 15.0 22.3 38.0 0.97 1.40 16.3 6.96 0.93 1.05 1.22 1.47 1.82 2.42 3.34 4.63 6.68 9.62 13.7 20.3 33.8 0.60 0.59 1.16 1.31 0.79 0.66 0.66 0.65 0.69 0.75 0.87 0.96 0.91 0.87 1.64 3.20 3.10 449 03422950 36°05′17′′ 85°31′07′′ HUDGENS CREEK NEAR COOKEVILLE (1) 6.36 7.16 80 2.287 89 1.26 2 6 03418000 0.83 1.10 8.97 4.95 0.76 0.87 0.97 1.15 1.40 1.97 2.59 3.38 4.51 6.00 7.90 11.7 20.3 0.67 0.92 11.1 4.98 0.64 0.72 0.81 0.97 1.19 1.69 2.35 3.27 4.76 6.70 9.71 14.5 24.2 0.63 0.91 10.5 4.46 0.61 0.68 0.79 0.95 1.18 1.56 2.14 2.97 4.28 6.17 8.84 13.1 21.9 0.60 0.61 1.84 1.68 0.77 0.63 0.65 0.68 0.74 0.85 1.04 1.24 1.22 1.22 2.15 2.94 3.19 450 03423100 36°03′57′′ 85°33′54′′ TOWN CREEK NEAR BOILING SPRINGS (1) 6.96 6.10 80 2.289 88 1.25 2 6 03418000 0.34 0.51 9.82 4.28 0.31 0.37 0.43 0.55 0.73 1.17 1.72 2.50 3.76 5.61 8.25 12.8 22.2 0.54 0.75 9.27 4.19 0.52 0.58 0.66 0.80 0.99 1.40 1.93 2.69 3.92 5.48 8.01 11.9 20.1 0.53 0.77 8.97 3.77 0.51 0.58 0.67 0.80 0.99 1.31 1.80 2.50 3.61 5.22 7.50 11.2 18.7 0.67 0.69 1.87 1.91 0.82 0.68 0.69 0.73 0.80 0.93 1.17 1.40 1.40 1.30 2.29 2.94 3.12

 451 03423180 36°09′50′′ 85°32′18′′ CANE CREEK AT COOKEVILLE (0) 1.53 1.59 80 2.284 90 1.29 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.21 0.31 2.67 1.44 0.20 0.23 0.26 0.32 0.39 0.55 0.74 0.98 1.33 1.78 2.29 3.09 5.340.13 0.20 2.29 0.93 0.13 0.15 0.17 0.20 0.25 0.32 0.44 0.62 0.89 1.30 1.89 2.86 4.780.47 0.50 1.34 1.66 0.69 0.51 0.55 0.60 0.73 0.91 1.01 1.17 1.34 1.28 2.49 2.60 3.65

 452 03423200 36°07′45′′ 85°34′17′′ CANE CREEK NEAR COOKEVILLE (1) 7.37 7.50 80 2.286 84 1.23 2 6 03418000

0.85 1.14 10.4 5.46 0.78 0.89 1.00 1.19 1.47 2.09 2.79 3.67 4.96 6.67 8.88 13.6 23.50.67 0.93 11.9 5.18 0.65 0.72 0.82 0.99 1.22 1.73 2.41 3.39 4.96 7.01 10.3 15.4 25.80.65 0.94 11.0 4.66 0.62 0.70 0.82 0.99 1.22 1.63 2.23 3.10 4.47 6.44 9.24 13.8 23.00.63 0.64 1.81 1.69 0.79 0.65 0.67 0.70 0.76 0.87 1.06 1.26 1.24 1.24 2.16 2.93 3.21
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report71

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 453 03423250 36°04′58′′ 85°36′27′′ CANE CREEK NEAR BOILING SPRINGS (1) 17.4 17.3 80 2.289 84 1.22 2 6 03418000

0.89 1.33 24.5 10.7 0.77 0.92 1.08 1.37 1.81 2.92 4.31 6.26 9.40 14.0 20.6 32.1 55.51.48 2.07 28.3 11.8 1.42 1.60 1.83 2.23 2.75 3.88 5.45 7.80 11.3 16.4 23.7 35.7 61.81.54 2.22 25.8 11.1 1.47 1.67 1.94 2.34 2.90 3.90 5.37 7.43 10.7 15.3 21.8 32.2 53.80.58 0.58 1.30 1.54 0.75 0.65 0.66 0.67 0.72 0.79 0.91 1.03 1.00 0.96 1.65 2.94 3.82

 454 03423400 35°59′50′′ 85°36′56′′ TAYLOR CREEK NEAR CASSVILLE (1) 34.2 27.7 76 2.293 88 1.26 2 6 03418000

1.20 1.85 48.2 18.9 1.06 1.28 1.53 1.98 2.69 4.54 6.96 10.5 16.3 25.3 38.7 63.0 1092.51 3.59 46.4 20.2 2.36 2.68 3.12 3.88 4.87 6.97 9.72 13.8 19.4 26.7 37.9 57.7 1022.33 3.40 41.9 17.9 2.24 2.54 2.96 3.61 4.53 6.13 8.55 11.9 17.3 25.0 35.4 52.1 87.30.48 0.54 1.23 1.81 0.58 0.53 0.57 0.62 0.72 0.89 1.01 1.15 1.09 1.09 1.74 2.56 3.52

 455 03424520 36°08′26′′ 85°47′13′′ INDIAN CREEK AT BUFFALO VALLEY (1) 29.8 29.8 49 2.290 63 2.38 2 6 03418000

2.60 3.61 42.0 20.8 2.37 2.74 3.12 3.80 4.79 7.10 9.81 13.3 18.7 26.0 35.8 54.9 95.00.92 1.59 46.0 17.6 0.86 1.02 1.30 1.85 2.54 4.19 6.58 10.1 15.5 24.0 36.8 58.3 1031.07 1.93 49.9 18.6 1.04 1.26 1.57 2.15 3.06 4.91 7.72 11.9 18.6 28.7 42.5 64.9 1080.41 0.77 6.47 5.02 0.37 0.40 0.47 0.63 0.80 1.11 1.72 2.45 2.81 2.69 4.08 5.58 9.91

 456 03424532 36°08′17′′ 85°47′38′′ BUFFALO BR AT MOUTH AT BUFFALO VALLEY (0) 5.17 5.16 47 2.291 60 2.26 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.37 0.57 7.92 3.50 0.33 0.38 0.46 0.61 0.78 1.15 1.58 2.19 3.08 4.39 6.66 10.4 17.90.15 0.28 8.36 2.88 0.15 0.18 0.22 0.31 0.44 0.72 1.14 1.79 2.85 4.51 6.89 10.9 18.30.34 0.56 2.52 2.68 0.48 0.48 0.56 0.75 0.94 1.31 1.63 2.01 2.02 1.83 3.59 10.7 16.8

 457 03424600 35°59′04′′ 86°04′27′′ SMITH FORK NEAR AUBURNTOWN (1) 31.1 31.2 35 2.320 24 0.93 2 6 03426800

0.46 0.83 53.0 15.1 0.36 0.43 0.58 0.86 1.31 2.52 4.33 7.63 13.6 24.0 42.1 62.8 1110.00 0.39 52.0 14.8 0.00 0.00 0.28 0.45 0.72 1.79 3.79 7.42 13.6 23.6 38.5 62.6 1170.00 0.38 46.2 11.5 0.00 0.00 0.30 0.47 0.76 1.69 3.21 5.94 11.1 19.8 34.0 59.6 1131.01 1.62 6.30 4.21 0.43 0.48 0.56 0.70 0.84 1.53 2.50 2.70 2.68 2.98 4.48 7.65 11.9

 458 03424620 35°57′35′′ 86°04′17′′ HURRICANE CREEK NEAR AUBURNTOWN (1) 9.53 9.58 41 2.320 53 2.04 2 6 03426800

0.56 0.84 16.2 5.98 0.48 0.54 0.66 0.87 1.15 1.78 2.57 3.77 5.57 8.17 12.7 19.2 34.10.37 0.69 14.0 5.52 0.34 0.41 0.51 0.71 0.97 1.56 2.26 3.32 5.02 7.49 11.5 18.2 31.30.16 0.33 15.9 4.76 0.16 0.20 0.26 0.38 0.57 1.00 1.70 2.82 4.76 7.91 12.5 20.4 35.40.51 0.84 4.52 3.77 0.45 0.48 0.56 0.73 0.91 1.48 2.13 2.76 3.06 3.52 4.83 7.41 9.20

 459 03424640 35°58′36′′ 86°04′14′′ SAUNDERS FORK NEAR AUBURNTOWN (1) 38.0 38.0 37 2.320 31 1.39 2 6 03426800

1.17 1.89 64.7 19.9 0.97 1.12 1.42 1.96 2.75 4.67 7.25 11.5 18.3 29.0 49.1 76.7 1360.00 0.60 62.9 18.8 0.00 0.00 0.45 0.71 1.13 2.58 5.16 9.63 17.0 29.0 46.9 75.8 1400.00 0.75 60.3 16.7 0.00 0.00 0.58 0.89 1.41 2.88 5.23 9.22 16.5 28.2 46.5 78.1 1420.95 1.56 7.71 4.09 0.41 0.48 0.56 0.72 0.89 1.55 2.41 2.68 2.76 3.09 4.57 6.75 10.6
72 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 460 03424660 35°59′29′′ 85°59′00′′ CLEAR FORK CREEK NEAR LIBERTY (1) 42.3 42.3 50 2.319 54 2.00 2 6 03426800 4.27 5.91 72.1 29.4 3.74 4.13 4.86 6.06 7.62 10.9 14.7 20.1 27.7 37.9 54.2 82.4 151 1.18 2.09 67.3 24.1 1.14 1.35 1.71 2.44 3.38 5.65 9.06 14.2 22.4 34.9 53.9 85.4 151 1.43 2.59 71.4 25.4 1.41 1.70 2.12 2.90 4.12 6.71 10.5 16.2 25.5 39.6 59.5 91.4 155 0.49 0.86 6.27 4.52 0.37 0.41 0.47 0.62 0.77 1.02 1.57 2.26 2.65 2.56 3.92 5.63 9.83 461 03424670 36°00′30′′ 85°57′42′′ SMITH FORK AT LIBERTY (1) 137 136 40 2.319 34 1.34 1 5 03426800 5.30 8.32 233 76.3 4.41 5.06 6.35 8.61 11.8 19.4 29.4 45.3 70.3 108 178 276 491 1.84 3.54 234 66.6 1.84 2.23 2.84 4.30 6.51 12.3 21.9 38.4 68.6 121 189 294 528 1.81 3.85 219 68.0 1.81 2.37 3.07 4.54 6.97 13.4 23.3 39.2 67.1 110 175 282 506 0.98 1.52 11.1 5.77 0.50 0.56 0.61 0.86 1.33 2.29 3.11 3.97 4.28 4.43 7.24 7.76 11.6 462 03424680 36°00′54′′ 85°56′29′′ DRY CREEK AT DOWELLTOWN (0) 41.2 41.3 65 2.318 50 1.88 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 2.02 3.14 63.8 22.0 1.93 2.23 2.66 3.52 4.56 6.70 9.75 14.1 21.0 31.9 51.9 85.6 148 2.44 3.98 68.9 27.5 2.38 2.79 3.35 4.38 5.86 8.89 12.9 18.5 27.5 40.7 59.6 88.4 148 0.64 1.00 5.40 3.90 0.59 0.63 0.68 0.80 0.95 1.11 1.58 1.99 2.24 1.90 3.54 6.39 12.0 463 03424700 36°03′49′′ 85°56′53′′ HELTON CREEK NEAR TEMPERANCE HALL (1) 12.9 13.3 35 2.317 15 0.58 3 7 03418000 0.13 0.23 14.6 4.55 0.11 0.15 0.18 0.25 0.38 0.73 1.27 2.14 3.79 6.66 11.5 23.8 41.1 0.00 0.32 23.1 7.33 0.00 0.00 0.00 0.35 0.52 1.10 2.13 3.99 7.06 11.7 19.0 29.8 53.0 0.00 0.13 17.9 4.25 0.00 0.00 0.00 0.15 0.25 0.59 1.12 2.09 3.99 7.16 12.8 23.2 45.7 0.66 1.18 4.86 4.77 0.50 0.53 0.61 0.74 0.87 1.61 2.68 3.59 3.63 3.84 4.80 5.90 7.42 464 03424735 36°05′36′′ 85°54′58′′

WALKER CREEK NEAR TEMPERANCE HALL (0) 4.65 4.65 35 2.315 20 0.76 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.18 7.90 2.92 0.00 0.00 0.00 0.00 0.28 0.52 0.94 1.69 2.93 4.28 6.72 11.0 19.40.00 0.05 6.46 1.51 0.00 0.00 0.00 0.00 0.10 0.21 0.41 0.76 1.43 2.59 4.61 8.35 16.10.52 0.74 3.27 4.02 0.58 0.55 0.62 0.80 0.99 1.64 2.41 3.24 3.31 3.07 5.02 7.98 9.83

 465 03424750 36°07′30′′ 85°52′12′′ SMITH FORK AT LANCASTER (1) 227 227 44 2.293 36 1.39 2 6 03421000

10.3 14.3 417 127 9.89 10.9 12.3 15.9 20.8 32.8 52.4 87.0 153 247 384 573 941

5.02 8.26 387 118 5.18 5.88 7.03 10.0 14.1 24.3 40.3 68.2 117 205 318 494 8774.65 9.15 359 129 4.60 5.87 7.44 10.7 15.8 29.0 47.8 76.9 126 197 301 469 8220.74 1.20 7.48 4.83 0.49 0.54 0.60 0.83 1.20 1.90 2.61 3.57 3.89 4.03 6.63 6.78 7.74

 466 03424800 36°05′28′′ 86°01′12′′ HICKMAN CREEK NEAR ALEXANDRIA (1) 12.0 11.9 35 2.315 11 0.45 2 6 03426800

0.33 0.55 20.4 6.40 0.27 0.32 0.41 0.57 0.81 1.41 2.23 3.59 5.85 9.45 16.4 24.2 43.00.00 0.30 21.2 6.71 0.00 0.00 0.00 0.33 0.49 1.01 1.96 3.70 6.54 10.8 17.7 27.7 49.00.00 0.10 15.4 3.59 0.00 0.00 0.00 0.12 0.20 0.48 0.92 1.73 3.33 5.99 11.0 20.1 40.30.66 1.18 4.65 4.01 0.51 0.53 0.61 0.74 0.87 1.57 2.47 3.14 3.09 3.56 4.52 5.64 7.12
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report73

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 467 03424825 36°07′03′′ 86°01′20′′ BRUSH CREEK AT BRUSH CREEK (0) 4.88 4.85 35 2.314 11 0.62 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.18 7.81 2.75 0.00 0.00 0.00 0.00 0.27 0.52 0.93 1.65 2.89 4.22 7.04 12.2 20.80.00 0.04 6.51 1.51 0.00 0.00 0.00 0.00 0.09 0.21 0.40 0.74 1.42 2.56 4.68 8.59 16.90.51 0.74 3.20 3.92 0.56 0.54 0.61 0.79 0.97 1.63 2.41 3.21 3.25 2.99 4.92 7.79 9.57

 468 03424850 36°10′02′′ 85°54′34′′ HICKMAN CR AT CARTHAGE JUNCTION (1) 43.0 43.0 35 2.311 17 0.66 2 6 03426800

0.64 1.20 73.2 26.0 0.50 0.60 0.82 1.26 1.95 3.90 6.93 12.6 23.3 41.3 58.2 86.8 1540.00 0.41 77.4 23.3 0.00 0.00 0.31 0.52 0.88 2.30 5.32 11.1 21.4 36.7 58.0 90.5 1720.00 0.46 59.9 15.0 0.00 0.00 0.35 0.56 0.91 2.12 4.04 7.51 14.2 25.2 43.9 77.8 1510.98 1.72 7.79 4.24 0.41 0.47 0.56 0.75 0.93 1.56 2.45 2.70 2.80 3.03 4.32 6.25 10.1

 469 03424900 36°11′28′′ 85°57′11′′ MULHERRIN CR NEAR GORDONSVILLE (1) 26.9 26.9 35 2.310 20 0.59 2 6 03426800

0.44 0.81 45.8 15.5 0.35 0.42 0.56 0.84 1.29 2.50 4.35 7.73 13.9 24.8 36.4 54.3 96.30.00 0.32 45.8 13.2 0.00 0.00 0.24 0.37 0.59 1.45 3.16 6.33 11.9 20.4 33.3 53.9 1020.00 0.28 36.6 8.98 0.00 0.00 0.22 0.34 0.55 1.25 2.38 4.44 8.44 15.0 26.3 47.0 91.70.84 1.47 6.92 6.41 0.41 0.46 0.54 0.67 0.77 1.32 2.34 3.15 3.53 3.99 5.16 6.96 11.1

 470 03425200 36°21′46′′ 86°02′59′′ DIXON CREEK AT DIXON SPRINGS (1) 19.1 19.1 37 2.303 43 1.62 2 7 03418000

0.35 0.58 26.9 8.55 0.30 0.38 0.46 0.63 0.90 1.64 2.69 4.32 7.25 12.1 22.6 35.2 60.90.00 0.55 31.4 11.2 0.00 0.00 0.00 0.61 0.93 1.85 3.35 5.84 9.97 16.2 25.3 39.5 69.60.00 0.42 30.2 8.56 0.00 0.00 0.00 0.49 0.77 1.50 2.70 4.75 8.42 14.4 23.3 39.1 69.90.66 1.17 5.28 6.42 0.44 0.48 0.56 0.71 0.86 1.35 2.35 3.10 3.32 3.70 4.83 6.28 8.90

 471 03425275 36°26′46′′ 86°03′50′′ GOOSE CREEK AT HILLSDALE (1) 27.4 27.4 39 2.299 54 1.90 5 13 03427500

0.48 1.00 47.4 13.5 0.49 0.60 0.78 1.17 1.69 2.86 4.54 7.24 12.2 19.8 31.1 52.9 1040.00 0.83 42.5 15.5 0.00 0.00 0.62 0.97 1.46 2.81 4.87 8.12 13.3 21.5 33.9 54.1 95.40.00 0.83 44.6 13.7 0.00 0.00 0.65 0.96 1.47 2.68 4.68 7.94 13.6 22.6 35.4 57.6 1000.65 1.09 7.06 6.11 0.41 0.45 0.53 0.70 0.85 1.27 2.11 2.78 2.99 3.64 4.94 6.30 10.4

 472 03425350 36°24′07′′ 86°10′23′′ LITTLE GOOSE CREEK AT HARTSVILLE (1) 22.3 22.3 36 2.304 26 0.78 2 7 03427500

0.08 0.21 38.6 7.90 0.07 0.09 0.14 0.24 0.41 0.87 1.68 3.26 6.88 13.6 25.9 43.1 84.80.00 0.38 37.1 11.5 0.00 0.00 0.00 0.46 0.70 1.50 3.02 5.69 10.2 17.3 28.0 44.8 82.50.00 0.31 31.3 8.20 0.00 0.00 0.00 0.37 0.59 1.26 2.33 4.22 7.78 13.6 23.1 40.3 76.40.67 1.19 5.41 6.50 0.45 0.49 0.57 0.74 0.89 1.40 2.40 3.10 3.22 3.74 4.94 6.26 8.92

 473 03425375 36°23′18′′ 86°12′36′′ SECOND CREEK NEAR HARTSVILLE (0) 4.73 4.74 35 2.306 14 0.46 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.17 7.83 2.78 0.00 0.00 0.00 0.00 0.26 0.50 0.91 1.64 2.88 4.23 6.91 11.7 20.20.00 0.04 6.00 1.39 0.00 0.00 0.00 0.00 0.08 0.19 0.35 0.66 1.28 2.30 4.20 7.77 15.50.50 0.72 3.19 4.01 0.58 0.55 0.62 0.81 0.98 1.61 2.38 3.20 3.26 3.02 4.95 7.44 9.43
74 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 474 03425385 36°14′11′′ 86°10′48′′ CEDAR CREEK NEAR LEBANON (0) 7.27 7.30 32 2.311 10 0.51 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.11 13.5 4.07 0.00 0.00 0.00 0.12 0.19 0.46 0.99 2.08 4.22 6.79 11.3 18.5 33.2 0.00 0.03 9.51 1.83 0.00 0.00 0.00 0.03 0.06 0.18 0.38 0.80 1.70 3.32 6.41 12.5 25.8 0.57 0.86 4.28 4.35 0.52 0.54 0.61 0.77 0.88 1.52 2.45 3.46 3.84 3.95 5.11 6.56 8.50 475 03425390 36°17′21′′ 86°12′28′′ CEDAR CREEK AT CENTREVILLE (1) 28.0 28.0 32 2.309 11 0.51 1 5 03427500 0.04 0.13 48.4 7.96 0.04 0.05 0.08 0.15 0.28 0.64 1.36 2.90 6.79 14.8 30.7 54.1 106 0.00 0.14 50.0 13.1 0.00 0.00 0.10 0.17 0.30 0.94 2.47 5.88 12.6 22.6 37.4 59.6 114 0.00 0.11 37.1 7.46 0.00 0.00 0.08 0.14 0.26 0.73 1.58 3.30 6.96 13.4 25.4 48.8 100 0.90 1.53 5.81 3.95 0.45 0.50 0.58 0.74 0.83 1.51 2.46 2.61 2.54 2.93 4.35 7.00 10.4 476 03425410 36°23′23′′ 86°15′04′′ ROCKY CREEK NEAR HARTSVILLE (0) 3.49 3.41 35 2.306 15 0.48 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.00 5.53 2.34 0.00 0.00 0.00 0.00 0.24 0.43 0.75 1.28 2.12 2.96 4.85 8.38 14.5 0.00 0.00 4.33 0.99 0.00 0.00 0.00 0.00 0.06 0.13 0.25 0.48 0.91 1.66 3.02 5.59 11.1 0.42 0.59 2.29 2.68 0.52 0.48 0.55 0.72 0.86 1.35 1.85 2.33 2.29 1.96 3.49 7.43 8.65 477 03425412 36°21′43′′ 86°15′20′′ ROCKY CREEK NEAR HUNTERS POINT (0) 10.2 10.2 35 2.307 15 0.48 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.27 16.2 5.39 0.00 0.00 0.00 0.29 0.43 0.86 1.60 2.88 5.18 8.27 13.6 22.4 39.2 0.00 0.09 13.2 3.11 0.00 0.00 0.00 0.11 0.18 0.42 0.80 1.50 2.88 5.17 9.31 17.0 33.8 0.59 0.99 4.03 4.78 0.47 0.50 0.59 0.75 0.88 1.55 2.44 3.15 3.37 3.56 4.44 5.73 7.66 478 03425580 36°12′46′′ 86°19′13′′ BARTONS CREEK AT LEBANON (0) 15.6 15.4 32 2.313 10 0.63 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.11 27.4 7.02 0.00 0.00 0.00 0.12 0.20 0.55 1.35 3.13 6.66 12.1 20.6 33.2 62.9 0.00 0.06 21.0 4.17 0.00 0.00 0.00 0.08 0.15 0.42 0.90 1.88 3.94 7.63 14.5 27.9 56.8 0.74 1.25 4.93 5.00 0.47 0.51 0.58 0.71 0.83 1.65 2.80 3.47 3.57 3.95 4.85 5.73 7.22

 479 03425600 36°12′00′′ 86°17′36′′ SINKING CREEK AT LEBANON (0) 11.0 11.1 32 2.314 10 0.52 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.13 20.3 5.91 0.00 0.00 0.00 0.13 0.22 0.57 1.30 2.85 5.80 10.1 16.8 26.3 47.10.00 0.04 14.6 2.83 0.00 0.00 0.00 0.05 0.10 0.28 0.60 1.25 2.65 5.15 9.92 19.3 39.70.60 1.07 4.61 4.55 0.48 0.51 0.59 0.73 0.84 1.55 2.55 3.37 3.44 3.75 4.69 5.54 7.11

 480 03425610 36°14′04′′ 86°18′58′′ BARTONS CR BL SINKING CK AT LEBANON (0) 32.4 32.4 32 2.313 10 0.57 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.16 58.0 16.1 0.00 0.00 0.12 0.19 0.33 1.06 2.91 7.05 15.1 26.7 43.8 70.6 1360.00 0.13 44.0 8.87 0.00 0.00 0.10 0.17 0.31 0.89 1.93 4.03 8.45 16.3 30.9 58.9 1201.10 1.64 5.65 3.88 0.46 0.51 0.60 0.77 0.92 2.08 3.13 2.99 2.76 2.98 4.43 6.96 9.42
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report75

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 481 03425620 36°28′37′′ 86°18′49′′ BLEDSOE CREEK AT BETHPAGE (1) 38.7 38.6 40 2.305 63 2.28 2 7 03427500

0.16 0.44 66.9 15.3 0.15 0.21 0.30 0.52 0.87 1.79 3.39 6.46 13.4 25.9 43.9 74.7 1470.00 1.18 58.3 20.2 0.00 0.00 0.88 1.39 2.00 4.11 6.93 11.1 18.2 29.5 47.3 75.8 1320.00 1.40 65.4 20.8 0.00 0.00 1.11 1.61 2.44 4.32 7.43 12.4 20.9 34.3 52.8 84.3 1450.64 1.13 9.19 5.94 0.37 0.42 0.50 0.67 0.79 1.18 1.97 2.74 3.38 3.83 5.00 6.27 11.4

 482 03425640 36°23′12′′ 86°28′54′′ EAST CAMP CREEK AT GALLATIN (1) 18.9 19.8 36 2.310 23 0.84 2 7 03431600

0.15 0.44 28.4 8.02 0.16 0.19 0.27 0.55 0.87 1.83 3.01 5.20 8.13 13.2 21.0 33.5 64.50.00 0.37 33.1 10.1 0.00 0.00 0.00 0.42 0.63 1.38 2.74 5.17 9.26 15.5 25.0 39.9 73.60.00 0.27 28.4 7.35 0.00 0.00 0.00 0.33 0.52 1.13 2.10 3.81 7.02 12.3 21.0 36.8 69.60.72 1.26 6.55 6.63 0.45 0.49 0.56 0.72 0.86 1.42 2.44 3.19 3.34 3.54 4.53 6.14 9.81

 483 03425645 36°23′13′′ 86°27′06′′ TOWN CREEK AT GALLATIN (0) 4.74 4.71 35 2.310 11 0.41 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.17 7.62 2.65 0.00 0.00 0.00 0.00 0.26 0.49 0.89 1.60 2.81 4.11 6.87 11.9 20.30.00 0.04 5.87 1.33 0.00 0.09 0.00 0.00 0.07 0.18 0.34 0.63 1.22 2.22 4.10 7.64 15.40.49 0.70 3.16 3.87 0.56 0.53 0.60 0.78 0.96 1.58 2.33 3.14 3.23 2.98 4.93 7.82 9.49

 484 03425698 36°14′08′′ 86°23′25′′ SPENCER CR AT US HWY 70 NR LEBANON (0) 2.35 2.37 32 2.314 14 1.49 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 4.86 2.51 0.00 0.00 0.00 0.00 0.09 0.21 0.47 0.97 1.89 2.80 3.99 5.78 10.80.00 0.00 3.64 0.72 0.00 0.00 0.00 0.00 0.03 0.08 0.17 0.34 0.71 1.38 2.59 4.92 9.440.31 0.44 1.68 2.27 0.40 0.37 0.42 0.56 0.68 1.10 1.54 1.98 1.95 1.59 2.81 5.91 6.49

 485 03425700 36°14′20′′ 86°24′03′′ SPENCER CREEK NEAR LEBANON (0) 3.32 3.34 32 2.314 13 1.21 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 6.17 2.40 0.00 0.00 0.00 0.00 0.12 0.25 0.55 1.15 2.25 3.27 5.13 8.78 15.90.00 0.00 4.98 0.98 0.00 0.00 0.00 0.00 0.04 0.10 0.22 0.46 0.95 1.86 3.51 6.70 13.00.39 0.55 2.44 3.31 0.47 0.43 0.49 0.63 0.78 1.29 1.92 2.59 2.66 2.39 3.87 5.84 7.29

 486 03425705 36°14′05′′ 86°25′20′′ MARTHA BRANCH AT MARTHA (0) 2.84 2.54 32 2.314 13 1.34 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 5.10 2.29 0.00 0.00 0.00 0.00 0.10 0.23 0.51 1.08 2.11 3.06 4.38 6.75 12.20.00 0.00 3.83 0.76 0.00 0.00 0.00 0.00 0.03 0.08 0.17 0.36 0.74 1.44 2.72 5.18 10.00.34 0.47 1.90 2.55 0.42 0.38 0.43 0.57 0.69 1.12 1.62 2.13 2.12 1.74 2.96 5.71 6.41

 487 03425775 36°11′12′′ 86°24′44′′ MIDDLE FORK CEDAR CR AT LEEVILLE (0) 2.28 2.31 32 2.315 13 1.24 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 4.57 2.12 0.00 0.00 0.00 0.00 0.07 0.18 0.42 0.89 1.70 2.62 3.73 5.70 10.50.00 0.00 3.44 0.67 0.00 0.00 0.00 0.00 0.03 0.07 0.15 0.32 0.65 1.28 2.42 4.63 9.010.38 0.50 1.70 2.42 0.54 0.50 0.54 0.64 0.76 1.18 1.63 2.06 2.04 1.60 2.85 5.89 6.58
76 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 488 03425800 36°13′52′′ 86°31′40′′ CEDAR CREEK TRIB AT GREEN HILL (0) 0.86 0.86 35 2.316 47 1.15 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.00 1.43 0.82 0.00 0.00 0.00 0.00 0.00 0.17 0.26 0.38 0.59 0.81 1.11 1.77 3.22 0.00 0.00 1.25 0.29 0.00 0.00 0.00 0.00 0.00 0.04 0.08 0.15 0.28 0.50 0.87 1.58 2.93 0.31 0.39 1.22 1.91 0.54 0.46 0.51 0.63 0.81 1.06 1.19 1.38 1.38 1.09 1.89 4.43 5.09 489 03425851 36°13′54′′ 86°30′19′′ SILVER SPRINGS BR NR MOUNT JULIET (0) 1.39 1.42 32 2.316 10 0.52 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.00 2.87 1.51 0.00 0.00 0.00 0.00 0.00 0.12 0.29 0.61 1.16 1.73 2.35 3.50 6.44 0.00 0.00 1.82 0.33 0.00 0.00 0.00 0.00 0.00 0.03 0.07 0.14 0.31 0.61 1.20 2.40 4.95 0.31 0.40 1.44 2.01 0.48 0.44 0.47 0.55 0.67 0.99 1.35 1.68 1.63 1.31 2.39 4.65 5.30 490 03426480 36°17′13′′ 86°41′48′′ DRY CREEK AT EDENWOLD (0) 7.99 8.17 36 2.317 26 0.94 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.29 13.4 4.53 0.00 0.00 0.00 0.30 0.45 0.84 1.46 2.54 4.43 6.90 11.0 17.7 30.9 0.00 0.12 11.9 2.97 0.00 0.00 0.00 0.14 0.22 0.46 0.85 1.55 2.86 5.04 8.68 15.3 28.8 0.56 0.87 4.46 4.15 0.51 0.53 0.61 0.80 0.98 1.56 2.36 3.20 3.35 3.74 5.23 7.51 9.49 491 03426577 35°49′39′′ 86°01′42′′ PARCHCORN HOLLOW BR NR WOODBURY (0) 4.30 4.30 114 2.330 53 2.01 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.52 0.71 6.72 2.83 0.50 0.55 0.63 0.75 0.90 1.15 1.46 1.93 2.82 4.06 5.99 8.87 14.6 0.61 0.84 7.12 3.13 0.59 0.64 0.73 0.88 1.06 1.39 1.77 2.30 3.13 4.40 6.30 9.06 14.7 0.43 0.44 3.08 2.45 0.53 0.40 0.43 0.47 0.54 0.66 0.85 1.20 1.80 2.96 7.00 6.52 7.87 492 03426595 35°50′00′′ 86°02′44′′ CAVENDER BRANCH NEAR WOODBURY (1) 2.91 2.92 50 2.325 61 2.30 5 10 03426800 0.35 0.48 4.96 2.20 0.31 0.34 0.40 0.49 0.61 0.86 1.14 1.53 2.08 2.80 3.94 5.87 10.4 0.24 0.37 4.59 2.13 0.23 0.26 0.31 0.39 0.50 0.72 0.98 1.34 1.87 2.56 3.88 6.13 10.5 0.10 0.18 4.89 1.60 0.09 0.11 0.14 0.19 0.27 0.42 0.66 1.02 1.61 2.56 3.95 6.24 10.5 0.57 0.70 2.24 2.70 0.77 0.68 0.74 0.92 1.13 1.44 1.63 1.92 2.00 1.72 3.63 10.7 13.9

 493 03426600 35°49′49′′ 86°02′52′′ E FORK STONES R ABOVE WOODBURY (1) 25.5 25.5 100 2.325 55 2.02 4 7 03426800

3.07 4.18 43.4 19.2 2.70 2.97 3.47 4.28 5.32 7.50 9.98 13.4 18.2 24.5 34.5 51.5 91.33.11 4.22 40.7 17.0 3.00 3.28 3.73 4.49 5.42 7.04 9.08 12.1 16.8 24.1 36.3 54.0 88.93.22 4.58 43.1 19.5 3.11 3.45 3.97 4.86 6.05 8.17 10.7 14.2 19.5 27.4 38.7 55.0 89.30.52 0.52 1.84 1.45 0.65 0.57 0.61 0.63 0.70 0.80 0.84 0.89 1.05 1.48 3.10 5.08 7.56

 494 03426700 35°48′54′′ 86°02′48′′ HILL CREEK NEAR WOODBURY (1) 7.03 7.00 101 2.325 60 2.26 4 7 03426800

0.84 1.14 12.0 5.30 0.74 0.82 0.96 1.18 1.47 2.07 2.75 3.70 5.02 6.76 9.51 14.2 25.20.76 1.01 10.8 4.41 0.72 0.79 0.90 1.07 1.29 1.66 2.14 2.91 4.34 6.35 9.29 13.7 22.90.90 1.28 11.8 5.19 0.87 0.96 1.11 1.34 1.66 2.19 2.87 3.78 5.21 7.38 10.5 15.1 24.30.55 0.58 2.03 2.65 0.71 0.57 0.61 0.66 0.75 0.88 1.10 1.50 1.89 3.00 5.72 6.81 7.39
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report77

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 495 03426740 35°49′55′′ 86°04′09′′ DOOLITTLE BRANCH AT WOODBURY (0) 3.78 3.79 49 2.324 55 2.12 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.31 0.47 5.67 2.54 0.28 0.32 0.38 0.49 0.63 0.91 1.23 1.68 2.36 3.19 4.90 7.90 13.40.11 0.21 6.28 2.04 0.11 0.14 0.17 0.23 0.33 0.52 0.82 1.28 2.04 3.26 5.05 8.02 13.60.54 0.66 2.41 2.47 0.69 0.62 0.69 0.85 1.04 1.32 1.47 1.71 1.76 1.70 3.57 12.8 15.6

 496 03426822 35°47′43′′ 86°06′13′′ REED HOLLOW BR NEAR WOODBURY (0) 1.08 1.09 47 2.346 45 1.74 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 1.79 1.03 0.00 0.00 0.00 0.00 0.00 0.34 0.46 0.61 0.84 1.09 1.56 2.39 4.000.00 0.00 1.76 0.51 0.00 0.00 0.00 0.00 0.00 0.12 0.19 0.31 0.51 0.83 1.35 2.22 3.890.44 0.54 1.93 2.46 0.65 0.56 0.62 0.77 0.97 1.24 1.40 1.66 1.73 1.48 3.19 8.00 10.2

 497 03426840 35°49′04′′ 86°08′33′′ LOCKE CREEK AT CULPEPPER (0) 5.42 5.44 35 2.323 25 0.96 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.22 9.35 3.69 0.00 0.00 0.00 0.00 0.34 0.64 1.16 2.06 3.55 5.17 7.76 12.1 21.50.00 0.06 7.94 1.87 0.00 0.00 0.00 0.00 0.12 0.27 0.51 0.95 1.80 3.25 5.70 10.21 19.40.59 0.86 3.97 4.34 0.62 0.60 0.68 0.90 1.11 1.88 2.77 3.55 3.46 3.65 5.19 8.14 8.75

 498 03426847 35°45′40′′ 86°06′56′′ SMITH BRANCH AT BURT (0) 4.78 4.79 50 2.348 50 1.89 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.37 0.58 7.11 3.11 0.34 0.39 0.47 0.62 0.79 1.14 1.55 2.13 2.98 4.06 6.23 9.98 16.80.14 0.26 8.01 2.51 0.14 0.17 0.21 0.28 0.40 0.65 1.01 1.58 2.53 4.06 6.35 10.11 17.40.58 0.65 2.64 2.38 0.70 0.62 0.66 0.79 0.99 1.28 1.45 1.68 1.67 1.72 3.56 8.13 8.90

 499 03426850 35°46′29′′ 86°07′56′′ CARSON FORK AT BURT (1) 24.5 24.6 52 2.349 45 1.71 2 6 03426800

2.18 3.08 41.7 16.7 1.90 2.10 2.50 3.16 4.02 5.87 8.06 11.2 15.7 21.8 31.8 49.4 87.70.93 1.58 42.9 13.2 0.92 1.09 1.32 1.76 2.38 3.68 5.61 8.56 13.4 21.9 34.2 53.9 95.90.79 1.44 41.4 13.8 0.79 0.95 1.18 1.61 2.26 3.71 5.72 8.77 13.9 21.9 33.6 52.3 90.40.59 0.78 5.89 3.65 0.39 0.39 0.46 0.58 0.85 1.23 1.83 2.29 2.43 3.27 4.96 6.41 8.23

 500 03426880 35°48′06′′ 86°09′04′′ BRAWLEYS FORK NEAR READYVILLE (1) 24.0 23.9 52 2.349 38 1.30 6 9 03427500

1.82 2.91 41.5 15.7 1.76 2.01 2.40 3.14 4.01 5.65 7.67 10.4 14.8 20.3 27.3 46.3 91.20.99 1.63 43.1 13.1 0.98 1.15 1.38 1.80 2.43 3.69 5.66 8.59 13.4 22.1 34.6 54.8 97.90.68 1.24 38.5 12.6 0.68 0.83 1.03 1.40 1.96 3.28 5.07 7.81 12.5 19.7 30.8 48.5 85.50.58 0.76 5.75 3.57 0.38 0.38 0.45 0.57 0.83 1.20 1.78 2.23 2.38 3.20 4.85 6.27 8.05

 501 03426900 35°50′16′′ 86°11′21′′ E FORK STONES R BL READYVILLE (1) 125 125 60 2.322 45 1.58 7 10 03427500

4.88 8.77 216 72.3 4.67 5.54 6.90 9.65 13.1 20.1 29.5 43.3 66.7 99.0 144 241 4755.83 9.16 209 73.5 5.77 6.60 7.89 10.4 13.5 20.4 30.0 44.7 73.6 118 181 272 4726.00 10.1 207 81.0 5.88 7.02 8.49 11.3 15.4 24.4 36.2 53.2 80.6 120 177 264 4491.11 1.16 6.17 5.47 1.06 1.04 1.05 1.12 1.24 1.38 1.43 1.53 4.52 5.65 6.75 7.99 9.72
78 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 502 03426920 35°52′01′′ 86°11′57′′ MCKNIGHT BRANCH NEAR HALLS HILL (0) 10.9 11.1 32 2.322 13 0.52 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.13 19.7 6.23 0.00 0.00 0.00 0.14 0.23 0.59 1.35 2.94 6.05 10.2 16.1 24.7 45.0 0.00 0.04 14.8 2.81 0.00 0.00 0.00 0.06 0.10 0.27 0.59 1.24 2.64 5.15 9.85 19.1 39.3 0.79 1.25 4.83 4.03 0.59 0.58 0.66 0.80 0.90 1.87 2.85 3.45 3.35 4.04 5.45 6.69 7.31 503 03426925 35°52′51′′ 86°13′36′′ TRIMBLE BRANCH AT HALLS HILL (0) 3.11 3.16 32 2.322 12 0.53 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.00 5.75 2.52 0.00 0.00 0.00 0.00 0.11 0.26 0.58 1.23 2.42 3.27 4.94 8.13 14.7 0.00 0.00 4.14 0.76 0.00 0.00 0.00 0.00 0.03 0.07 0.16 0.33 0.71 1.40 2.73 5.39 11.1 0.39 0.54 2.46 3.02 0.46 0.43 0.48 0.63 0.78 1.29 1.87 2.45 2.44 2.35 3.84 6.03 6.94 504 03426943 35°46′48′′ 86°12′30′′ REED CREEK NEAR CURLEE (0) 5.97 5.99 39 2.353 24 0.97 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.41 8.65 3.50 0.00 0.00 0.00 0.40 0.56 0.94 1.43 2.17 3.36 4.69 7.30 12.1 20.5 0.00 0.11 9.06 2.28 0.00 0.00 0.00 0.13 0.20 0.41 0.72 1.25 2.23 3.87 6.64 11.5 21.5 0.67 1.03 3.42 3.79 0.62 0.58 0.65 0.82 1.00 1.81 2.47 3.02 2.94 3.13 4.61 7.61 7.16 505 03426944 35°48′50′′ 86°14′23′′ CRIPPLE CREEK ABOVE KITTREL (0) 16.8 16.9 35 2.354 15 0.67 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.27 29.3 9.49 0.00 0.00 0.00 0.30 0.45 1.11 2.37 4.50 8.25 13.7 22.1 34.2 65.3 0.00 0.16 24.4 5.46 0.00 0.00 0.00 0.20 0.33 0.77 1.46 2.74 5.26 9.57 17.3 31.2 61.5 0.83 1.25 5.57 3.10 0.56 0.57 0.65 0.80 0.95 2.02 2.72 2.94 2.74 3.43 5.40 8.84 8.16 506 034269455 35°48′05′′ 86°14′56′′ MCELROY BRANCH NEAR KITTRELL (0) 3.14 3.05 33 2.354 10 0.52 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.00 3.77 1.56 0.00 0.00 0.00 0.00 0.13 0.27 0.49 0.84 1.42 1.99 3.38 6.33 10.7 0.00 0.00 4.12 0.77 0.00 0.00 0.00 0.00 0.03 0.09 0.18 0.36 0.73 1.42 2.74 5.32 10.9 0.50 0.61 2.22 2.79 0.64 0.60 0.63 0.72 0.87 1.30 1.69 2.02 2.06 2.03 3.73 7.48 7.35

 507 03426949 35°48′32′′ 86°15′00′′ MCELROY BRANCH AT KITTRELL (0) 11.2 11.2 32 2.355 10 0.52 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.10 17.3 6.41 0.00 0.00 0.00 0.10 0.17 0.49 1.19 2.47 4.86 7.89 12.9 20.2 39.10.00 0.04 15.5 2.75 0.00 0.00 0.00 0.05 0.10 0.27 0.58 1.22 2.62 5.20 10.2 19.9 41.50.71 1.08 4.69 2.74 0.53 0.53 0.60 0.74 0.87 1.85 2.51 2.67 2.35 2.73 4.47 8.01 7.33

 508 03426950 35°49′36′′ 86°15′07′′ CRIPPLE CREEK AT KITTRELL (0) 30.7 30.8 34 2.326 13 0.60 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.28 54.1 15.7 0.00 0.00 0.21 0.33 0.55 1.48 3.47 7.27 14.2 24.6 40.1 64.3 1230.00 0.24 42.8 9.75 0.00 0.00 0.19 0.30 0.50 1.25 2.47 4.73 9.24 16.9 30.5 55.6 1101.10 1.71 6.26 3.80 0.49 0.55 0.64 0.82 1.01 2.31 3.20 3.00 2.88 3.18 4.94 8.30 11.8
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report79

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 509 03426957 35°49′47′′ 86°17′23′′ DRY BRANCH NEAR KITTRELL (0) 4.30 4.32 32 2.322 10 0.52 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 7.47 2.96 0.00 0.00 0.00 0.00 0.14 0.31 0.66 1.37 2.74 3.92 6.23 10.4 18.90.00 0.00 5.67 1.05 0.00 0.00 0.00 0.00 0.04 0.10 0.22 0.46 0.98 1.93 3.77 7.43 15.40.47 0.66 2.60 3.20 0.51 0.48 0.55 0.72 0.89 1.48 2.11 2.56 2.44 2.36 3.99 6.11 6.82

 510 03426960 35°52′27′′ 86°16′05′′ CRIPPLE CREEK NEAR SHARPSVILLE (1) 48.2 48.3 33 2.322 12 0.57 5 8 03428000

0.01 0.04 77.6 14.0 0.01 0.02 0.04 0.08 0.20 0.67 1.89 4.42 10.7 22.9 45.5 85.9 1810.00 0.28 88.7 24.2 0.00 0.00 0.21 0.37 0.66 2.02 5.10 11.5 24.0 42.8 68.5 107 2020.00 0.29 66.5 14.6 0.00 0.00 0.22 0.37 0.64 1.68 3.44 6.83 13.7 25.6 47.0 86.9 1751.26 2.07 9.98 4.76 0.53 0.61 0.69 0.85 1.10 2.29 3.35 3.33 3.29 3.53 5.49 8.18 13.4

 511 03426992 35°55′22′′ 86°13′20′′ DRY FORK NEAR HALLS HILL (0) 7.47 7.40 32 2.321 11 0.53 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.10 13.1 4.32 0.00 0.00 0.00 0.10 0.16 0.40 0.92 1.99 4.09 6.40 10.3 16.6 30.60.00 0.03 9.81 1.85 0.00 0.00 0.00 0.04 0.06 0.18 0.39 0.82 1.73 3.40 6.56 12.8 26.40.64 1.03 3.77 3.77 0.57 0.57 0.66 0.85 0.97 1.82 2.64 3.23 3.16 3.44 4.79 7.58 8.12

 512 03426995 35°55′48′′ 86°14′16′′ DRY FORK NEAR LOFTON (0) 10.3 10.2 32 2.321 11 0.52 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.15 17.9 5.95 0.00 0.00 0.00 0.15 0.25 0.61 1.32 2.77 5.59 9.41 15.0 23.2 41.40.00 0.04 13.5 2.58 0.00 0.00 0.00 0.05 0.09 0.25 0.54 1.14 2.41 4.72 9.08 17.7 36.40.66 1.13 4.02 3.99 0.52 0.55 0.63 0.76 0.87 1.63 2.61 3.19 2.97 3.22 3.94 4.83 5.82

 513 03427700 35°53′44′′ 86°20′53′′ BUSHMAN CR NEAR MURFREESBORO (0) 10.5 37.4 32 2.321 15 0.63 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.18 64.3 16.2 0.00 0.00 0.14 0.23 0.38 1.27 3.33 7.51 15.6 28.2 47.3 78.3 1480.00 0.17 52.2 10.5 0.00 0.00 0.13 0.22 0.39 1.05 2.27 4.74 9.94 19.2 35.7 67.7 1371.10 1.91 6.02 4.00 0.47 0.54 0.64 0.82 1.01 2.23 3.13 3.04 2.87 3.17 4.73 7.25 9.87

 514 03427707 35°54′28′′ 86°21′40′′ BEAR BRANCH NEAR LASCASSAS (0) 2.87 2.52 49 2.322 49 0.90 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.21 0.32 3.96 1.85 0.20 0.23 0.27 0.34 0.43 0.62 0.85 1.15 1.61 2.22 3.42 5.51 9.280.06 0.10 3.59 1.09 0.06 0.07 0.09 0.11 0.16 0.26 0.40 0.64 1.05 1.69 2.71 4.46 8.040.57 0.69 2.14 2.58 0.77 0.68 0.74 0.91 1.13 1.43 1.61 1.87 1.93 1.65 3.54 12.5 15.0

 515 03427708 35°55′11′′ 86°22′08′′ DRY BR AB MOUTH NR WALTERHILL (0) 4.96 5.08 32 2.321 58 0.98 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.11 9.57 4.12 0.00 0.00 0.00 0.00 0.18 0.41 0.89 1.85 3.58 5.35 7.37 10.4 19.60.00 0.03 7.41 1.44 0.00 0.00 0.00 0.00 0.07 0.15 0.32 0.67 1.39 2.72 4.85 9.17 17.80.49 0.70 3.19 3.41 0.52 0.50 0.57 0.76 0.94 1.59 2.28 2.77 2.68 2.85 4.09 6.64 6.97
80 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 516 03427720 35°56′41′′ 86°22′14′′

WADES BRANCH AT WALTERHILL (0) 10.3 10.7 32 2.321 17 0.58 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.15 18.7 6.10 0.00 0.00 0.00 0.15 0.25 0.65 1.41 2.99 6.08 10.2 15.9 24.2 42.90.00 0.05 14.5 2.78 0.00 0.00 0.00 0.06 0.10 0.27 0.59 1.24 2.62 5.11 9.63 18.6 37.80.65 1.11 4.81 4.04 0.51 0.54 0.63 0.77 0.87 1.60 2.54 3.20 3.18 3.67 4.70 5.68 7.09

 517 03427776 35°41′46′′ 86°26′52′′ DRY FORK CREEK NEAR ROCK SPRINGS (0) 10.7 10.6 32 2.363 12 0.52 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.11 16.0 5.82 0.00 0.00 0.00 0.11 0.19 0.51 1.15 2.31 4.46 7.28 11.9 18.9 35.80.00 0.04 14.7 2.58 0.00 0.00 0.00 0.05 0.09 0.25 0.55 1.15 2.46 4.91 9.56 18.7 39.00.77 1.14 4.86 2.72 0.56 0.55 0.64 0.79 0.93 1.90 2.49 2.59 2.28 2.73 4.58 8.19 7.47

 518 03427791 35°43′49′′ 86°24′43′′ CHRISTMAS CREEK NEAR CHRISTIANA (0) 5.82 5.84 32 2.361 11 0.54 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.12 7.77 3.04 0.00 0.00 0.00 0.00 0.17 0.39 0.75 1.31 2.33 3.50 6.06 10.9 19.70.00 0.02 8.08 1.40 0.00 0.00 0.00 0.00 0.05 0.14 0.30 0.62 1.33 2.67 5.24 10.4 21.50.59 0.85 2.89 3.20 0.56 0.52 0.58 0.74 0.90 1.58 2.09 2.51 2.60 2.92 4.09 6.62 5.81

 519 03427820 35°43′58′′ 86°19′04′′ HURRICANE CR NR MURFREESBORO (0) 12.4 12.4 35 2.358 12 0.58 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.27 21.7 7.65 0.00 0.00 0.00 0.27 0.42 0.94 1.93 3.66 6.70 10.8 17.2 25.7 48.40.00 0.11 17.5 3.81 0.00 0.00 0.00 0.13 0.22 0.53 1.00 1.89 3.64 6.67 12.3 22.4 44.80.75 1.10 4.83 2.84 0.57 0.56 0.64 0.80 0.97 1.93 2.52 2.67 2.37 3.03 4.88 8.33 7.56

 520 03427900 35°48′15′′ 86°23′52′′ MIDDLE FK STONES R NR MURFREESBORO (1) 65.1 65.7 35 2.360 20 0.64 5 9 03428000

0.20 0.48 105 30.7 0.23 0.32 0.44 0.77 1.47 3.53 7.37 13.5 25.3 43.6 71.2 116 2440.27 0.67 115 31.4 0.00 0.00 0.54 0.81 1.30 3.39 7.54 14.8 29.1 54.1 87.0 137 2590.27 0.69 96.7 22.2 0.00 0.00 0.54 0.84 1.37 3.14 5.99 11.2 21.5 38.8 68.2 121 2390.90 1.29 12.5 3.73 0.45 0.53 0.62 0.78 1.25 2.67 3.38 3.18 2.94 3.62 7.01 10.5 15.9

 521 03428290 35°48′10′′ 86°31′28′′ OVERALL CREEK NEAR ROCKVALE (0) 2.07 2.19 32 2.362 10 0.52 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 2.81 1.30 0.00 0.00 0.00 0.00 0.08 0.19 0.36 0.64 1.09 1.48 2.44 4.63 8.020.00 0.00 2.97 0.50 0.00 0.00 0.00 0.00 0.02 0.05 0.10 0.22 0.47 0.95 1.90 3.82 7.980.42 0.52 1.88 2.51 0.57 0.53 0.55 0.63 0.76 1.15 1.50 1.81 1.82 1.75 3.08 5.68 5.99

 522 03428355 35°47′48′′ 86°28′22′′ ARMSTRONG CREEK AT SALEM (0) 7.22 7.47 32 2.362 21 0.63 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.11 9.86 3.38 0.00 0.00 0.00 0.10 0.18 0.42 0.83 1.53 2.82 4.53 7.57 12.9 23.10.00 0.03 10.7 1.87 0.00 0.00 0.00 0.04 0.07 0.19 0.40 0.85 1.80 3.60 6.84 13.3 27.20.66 0.96 3.68 3.21 0.55 0.52 0.59 0.73 0.87 1.67 2.27 2.73 2.90 3.41 5.05 8.12 6.91
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report81

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 523 03428360 35°48′32′′ 86°28′12′′ PUCKETT CREEK AT SALEM (0) 11.3 17.5 32 2.361 24 0.66 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.21 25.5 8.10 0.00 0.00 0.00 0.22 0.34 0.87 1.86 3.66 6.97 12.1 19.6 31.6 57.40.00 0.08 25.4 4.62 0.00 0.00 0.00 0.10 0.18 0.46 1.00 2.10 4.46 8.83 16.5 31.6 64.21.05 1.43 5.62 3.18 0.62 0.65 0.73 0.80 1.08 2.36 2.95 2.70 2.54 2.94 4.47 6.88 7.66

 524 03429900 36°01′32′′ 86°35′14′′ HURRICANE CREEK AT LAVERGNE (0) 11.1 11.1 32 2.323 11 0.90 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.13 19.8 6.23 0.00 0.00 0.00 0.14 0.23 0.57 1.30 2.82 5.83 9.83 15.9 24.7 45.30.00 0.05 16.2 3.19 0.00 0.00 0.00 0.06 0.12 0.33 0.71 1.48 3.08 5.98 11.3 21.6 43.00.77 1.22 4.51 3.98 0.58 0.58 0.65 0.78 0.87 1.86 2.90 3.53 3.30 3.81 5.04 6.28 6.81

 525 03430400 35°57′32′′ 86°40′31′′ MILL CREEK AT NOLENSVILLE (0) 12.0 12.0 34 2.327 17 1.17 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.27 19.7 6.35 0.00 0.00 0.00 0.28 0.44 0.92 1.77 3.35 6.13 10.1 16.1 25.2 44.90.00 0.12 18.4 4.25 0.00 0.00 0.00 0.14 0.24 0.58 1.14 2.16 4.15 7.59 13.5 24.2 46.00.88 1.38 6.15 4.58 0.65 0.64 0.72 0.87 1.00 2.08 3.25 3.94 3.75 4.57 6.27 8.05 8.65

 526 03430700 36°00′26′′ 86°40′02′′ INDIAN CR AT PETTUS RD NEAR ANTIOCH (0) 3.86 3.85 35 2.326 15 1.81 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.16 6.28 2.59 0.00 0.00 0.00 0.00 0.23 0.44 0.80 1.46 2.55 3.50 5.58 9.45 16.30.00 0.05 6.23 1.50 0.00 0.00 0.00 0.00 0.10 0.23 0.44 0.81 1.50 2.69 4.76 8.41 15.40.49 0.68 3.02 3.55 0.54 0.50 0.57 0.74 0.92 1.51 2.19 2.88 2.90 2.82 4.66 7.36 8.51

 527 03431120 36°06′29′′ 86°47′07′′ W F BROWNS CR, GEN BATES DR, NASHVILLE (0) 3.30 3.25 35 2.325 65 1.24 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 5.89 3.18 0.00 0.00 0.00 0.00 0.29 0.53 0.92 1.57 2.57 3.50 4.70 6.79 12.50.00 0.00 4.92 1.15 0.00 0.00 0.00 0.00 0.09 0.17 0.32 0.60 1.13 2.04 3.44 6.10 11.30.42 0.59 2.36 2.75 0.50 0.46 0.52 0.68 0.82 1.27 1.64 2.02 1.99 1.91 3.29 6.69 7.27

 528 03431570 36°13′34′′ 86°49′21′′ WHITES CREEK NEAR JORDONIA (1) 35.9 36.1 54 2.321 82 2.72 8 14 03431700

0.57 1.59 48.9 20.1 0.52 0.69 0.98 1.71 2.45 4.23 6.66 10.6 16.8 25.6 37.7 59.5 1101.36 2.23 52.7 21.1 1.28 1.46 1.85 2.66 3.57 5.75 8.53 12.4 18.0 26.9 41.9 66.7 1161.80 3.06 64.1 24.0 1.76 2.05 2.52 3.37 4.67 7.00 10.7 16.0 24.4 37.4 54.3 81.3 1340.46 0.84 5.87 4.25 0.37 0.40 0.47 0.61 0.78 1.03 1.53 2.12 2.36 2.29 3.42 4.84 9.16

 529 03431580 36°13′55′′ 86°48′14′′ EWING CR AT KNIGHT RD NR BORDEAUX (0) 13.3 13.2 36 2.320 16 0.61 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.37 22.6 7.20 0.00 0.00 0.00 0.40 0.59 1.20 2.25 4.06 6.96 11.4 18.5 29.3 51.90.00 0.15 18.0 4.42 0.00 0.00 0.00 0.18 0.29 0.66 1.22 2.23 4.17 7.38 13.1 23.3 45.40.71 1.26 5.87 4.46 0.54 0.57 0.64 0.78 0.92 1.64 2.59 3.39 3.38 3.96 5.13 6.45 8.07
82 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 530 03431599 36°13′03′′ 86°49′13′′ WHITES CREEK NEAR BORDEAUX (1, 2) 51.3 51.4 48 2.321 63 2.09 10 0 03431599 0.50 1.40 86.5 30.5 0.60 0.78 1.07 1.87 2.73 5.12 8.77 14.8 23.2 35.3 56.7 91.4 180 1.17 2.13 82.8 27.5 1.14 1.38 1.76 2.50 3.58 6.11 9.76 15.4 25.1 40.7 65.2 102 183 1.65 3.01 87.9 30.7 1.62 1.97 2.46 3.39 4.84 7.87 12.5 19.5 30.9 48.5 72.7 112 190 0.62 1.05 6.97 8.81 0.46 0.53 0.61 0.76 1.12 1.51 2.41 3.37 4.44 5.19 6.80 7.22 10.3 531 03431610 36°12′45′′ 86°51′57′′ EATON CR AT CATO RD NR BORDEAUX (0) 5.29 5.30 44 2.322 77 2.83 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.34 0.55 8.06 3.47 0.31 0.37 0.44 0.58 0.75 1.12 1.56 2.18 3.11 4.40 6.68 10.4 18.1 0.14 0.26 9.23 2.91 0.14 0.17 0.21 0.29 0.43 0.69 1.13 1.81 2.95 4.82 7.39 11.8 19.7 0.44 0.61 2.47 2.63 0.58 0.54 0.62 0.82 0.99 1.34 1.52 1.80 1.81 1.79 3.63 11.5 13.6 532 03431630 36°05′03′′ 86°51′10′′ RICHLAND CREEK, BELLE MEADE (0) 2.21 2.19 35 2.328 41 1.45 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.00 3.89 1.81 0.00 0.00 0.00 0.00 0.14 0.27 0.47 0.84 1.41 2.10 3.07 4.87 8.86 0.00 0.00 3.39 0.79 0.00 0.00 0.00 0.00 0.06 0.12 0.22 0.42 0.78 1.41 2.43 4.32 7.96 0.41 0.53 1.72 2.42 0.59 0.53 0.57 0.68 0.81 1.18 1.50 1.83 1.80 1.52 2.80 6.62 7.06 533 03431640 36°05′27′′ 86°51′34′′ BELLE MEADE BRANCH, BELLE MEADE (0) 1.25 1.23 35 2.328 52 1.24 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.00 2.07 1.14 0.00 0.00 0.00 0.00 0.00 0.17 0.31 0.53 0.85 1.18 1.72 2.80 4.95 0.00 0.00 1.84 0.42 0.00 0.00 0.00 0.00 0.00 0.06 0.12 0.22 0.41 0.74 1.28 2.30 4.28 0.34 0.43 1.52 2.09 0.53 0.47 0.51 0.60 0.73 1.06 1.33 1.59 1.55 1.31 2.53 5.59 6.28 534 03431660 36°06′21′′ 86°52′09′′ JOCELYN HOLLOW BRANCH, BELLE MEADE (0) 1.43 1.43 45 2.328 71 2.52 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.00 2.33 1.26 0.00 0.00 0.00 0.00 0.28 0.41 0.56 0.75 1.04 1.40 1.99 3.03 5.13 0.00 0.00 2.41 0.73 0.00 0.00 0.00 0.00 0.11 0.17 0.28 0.45 0.73 1.21 1.89 3.06 5.19 0.46 0.54 1.81 2.39 0.68 0.59 0.64 0.78 0.96 1.23 1.40 1.64 1.68 1.44 2.99 9.28 11.3

 535 03431668 36°06′56′′ 86°51′36′′ RICHLAND CREEK AT BELLE MEADE (0) 12.0 12.0 38 2.327 54 1.69 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.59 18.1 6.25 0.00 0.00 0.00 0.61 0.88 1.55 2.40 3.84 6.19 9.67 14.8 23.6 40.50.00 0.30 19.5 5.36 0.00 0.00 0.00 0.35 0.53 0.99 1.75 3.03 5.33 9.13 14.8 24.7 44.00.68 1.11 5.65 4.00 0.52 0.53 0.61 0.75 0.92 1.56 2.38 3.06 3.02 3.37 4.63 6.10 7.39

 536 03431680 36°06′29′′ 86°49′20′′ SUGAR TREE CR, CROSS CREEK RD, NASHVILLE (0) 2.30 2.30 35 2.326 55 1.35 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 4.14 1.95 0.00 0.00 0.00 0.00 0.16 0.29 0.52 0.91 1.51 2.25 3.21 4.97 9.150.00 0.00 3.52 0.82 0.00 0.00 0.00 0.00 0.06 0.12 0.23 0.43 0.80 1.46 2.48 4.41 8.120.41 0.53 1.71 2.40 0.58 0.53 0.57 0.67 0.81 1.17 1.49 1.82 1.79 1.50 2.77 6.56 6.99
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report83

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 537 03431755 36°12′05′′ 86°59′48′′ POND CREEK NEAR SCOTTSBORO (0) 11.8 11.8 85 2.324 78 2.72 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

1.02 1.41 18.6 7.56 0.96 1.09 1.24 1.53 1.88 2.59 3.57 5.07 7.23 10.4 15.6 23.8 40.81.34 1.96 20.7 8.87 1.30 1.43 1.67 2.07 2.63 3.49 4.72 6.41 9.01 13.0 18.3 26.3 42.10.81 0.85 1.79 2.10 0.90 0.78 0.82 0.88 0.97 1.10 1.31 1.49 1.35 1.49 3.15 5.33 6.49

 538 03431900 35°47′14′′ 86°40′12′′ OVERALL CREEK AT COLLEGE GROVE (0) 11.4 11.3 35 2.364 34 1.68 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.31 16.9 4.99 0.00 0.00 0.00 0.31 0.48 0.93 1.60 2.76 4.80 8.07 13.3 21.4 37.40.07 0.16 19.1 4.40 0.00 0.00 0.00 0.20 0.32 0.68 1.29 2.38 4.45 8.09 13.9 24.2 44.60.81 1.16 5.85 3.82 0.61 0.59 0.67 0.83 1.01 2.00 2.74 3.20 3.25 4.18 6.26 8.92 8.16

 539 03432000 35°49′14′′ 86°41′16′′ HARPETH RIVER NEAR KIRKLAND (0) 64.6 65.5 33 2.363 21 1.05 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.15 0.49 110 26.6 0.00 0.00 0.35 0.59 1.01 2.88 6.78 14.1 26.9 48.7 81.5 132 2460.18 0.51 105 22.2 0.00 0.00 0.38 0.64 1.12 2.74 5.60 11.1 22.1 41.5 74.1 134 2600.98 1.37 12.5 3.86 0.47 0.57 0.67 0.79 1.16 2.34 3.12 3.03 2.81 3.29 6.22 9.67 15.0

 540 03432200 35°50′44′′ 86°41′57′′ NELSON CREEK NEAR ARRINGTON (0) 25.7 25.7 34 2.363 25 1.21 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.30 41.6 11.6 0.00 0.00 0.22 0.34 0.54 1.36 2.92 5.75 10.7 18.8 31.0 50.4 93.30.00 0.27 41.6 9.18 0.00 0.00 0.21 0.33 0.56 1.27 2.49 4.74 9.15 16.9 29.7 52.9 1011.16 1.48 6.17 3.43 0.54 0.58 0.65 0.72 1.03 2.27 3.01 2.98 2.92 3.37 5.36 8.17 9.19

 541 03432250 35°50′21′′ 86°43′06′′ MCCRORY BRANCH NEAR MCDANIEL (0) 11.4 11.5 35 2.363 23 1.45 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.29 17.9 5.31 0.00 0.00 0.00 0.29 0.45 0.89 1.60 2.81 4.92 8.20 13.8 22.5 40.30.00 0.15 19.0 4.33 0.00 0.00 0.00 0.18 0.30 0.66 1.25 2.31 4.35 7.91 13.8 24.4 45.50.81 1.17 5.85 3.82 0.61 0.59 0.67 0.84 1.01 2.00 2.75 3.20 3.25 4.18 6.26 8.91 8.16

 542 03432300 35°51′56′′ 86°42′28′′ ARRINGTON CREEK AT ARRINGTON (0) 15.9 16.1 35 2.330 43 1.54 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.40 24.7 8.16 0.00 0.00 0.00 0.43 0.67 1.40 2.52 4.52 7.86 12.9 19.9 31.4 55.30.00 0.25 26.0 6.43 0.00 0.00 0.00 0.30 0.48 0.99 1.87 3.44 6.39 11.4 19.1 33.1 60.50.89 1.37 5.52 4.94 0.61 0.61 0.67 0.82 0.97 2.04 3.27 3.93 3.69 4.33 5.94 7.65 7.47

 543 03432310 35°50′43′′ 86°44′50′′ STARNES CREEK AT RUDDERVILLE (0) 6.85 6.87 35 2.359 22 1.35 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.26 9.83 3.91 0.00 0.00 0.00 0.26 0.39 0.77 1.32 2.15 3.53 5.14 8.09 13.4 23.40.00 0.09 11.1 2.50 0.00 0.00 0.00 0.10 0.17 0.38 0.71 1.32 2.49 4.54 8.01 14.2 26.70.70 1.00 3.38 3.69 0.65 0.61 0.68 0.86 1.04 1.85 2.44 2.89 2.89 3.24 4.64 7.78 6.84
84 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 544 03432320 35°51′43′′ 86°45′47′′ HARPETH RIVER NEAR PEYTONSVILLE (1) 138 139 34 2.332 26 1.20 2 6 03428000 0.06 0.18 222 51.8 0.07 0.11 0.17 0.35 0.85 2.79 7.53 17.1 39.9 83.3 151 246 518 0.57 1.52 240 60.4 0.58 0.79 1.11 1.94 3.40 8.26 17.4 34.6 64.9 118 191 301 552 0.62 1.60 223 55.0 0.63 0.89 1.22 1.98 3.36 7.67 15.1 28.5 54.3 97.6 166 287 541 0.83 1.27 12.5 4.87 0.44 0.51 0.56 0.76 1.18 2.02 2.87 3.25 3.30 3.75 6.81 7.42 11.1 545 03432330 35°53′32′′ 86°46′00′′ MAYES CREEK NEAR ARRINGTON (0) 10.2 10.3 34 2.332 32 1.41 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.29 15.4 5.31 0.00 0.00 0.00 0.29 0.45 0.88 1.56 2.83 5.00 7.78 12.1 19.4 34.2 0.00 0.12 16.3 3.76 0.00 0.00 0.00 0.14 0.24 0.53 1.03 1.95 3.72 6.81 11.8 21.0 39.1 0.84 1.26 5.28 4.22 0.66 0.64 0.71 0.87 1.00 1.94 2.97 3.50 3.21 3.66 5.16 7.33 7.69 546 03432334 35°53′32′′ 86°49′46′′ HARPETH RIVER AT I-65 NEAR FRANKLIN (1) 168 169 33 2.335 27 1.22 3 7 03432350 2.19 2.90 259 39.2 1.82 2.00 2.20 2.71 3.48 7.35 14.6 28.1 48.1 76.4 205 325 581 0.55 1.60 287 72.3 0.55 0.78 1.12 2.05 3.70 9.56 20.7 41.9 77.3 138 226 357 663 0.56 1.54 273 63.6 0.58 0.83 1.16 1.93 3.37 8.00 16.4 32.1 63.0 116 200 352 668 0.97 1.38 12.4 4.75 0.48 0.56 0.62 0.82 1.23 1.98 2.74 3.06 3.21 3.70 6.71 7.55 11.6 547 03432335 35°52′53′′ 86°50′12′′ FIVEMILE CREEK NEAR FRANKLIN (0) 9.55 9.59 35 2.336 28 1.65 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.31 13.7 4.67 0.00 0.00 0.00 0.32 0.47 0.87 1.47 2.56 4.49 6.90 11.1 18.3 31.8 0.00 0.14 15.6 3.78 0.00 0.00 0.00 0.16 0.27 0.58 1.10 2.03 3.77 6.79 11.6 20.3 37.3 0.78 1.13 3.82 3.96 0.65 0.61 0.69 0.86 1.05 1.87 2.71 3.16 3.03 3.37 4.81 7.67 7.38 548 03432400 35°56′53′′ 86°52′54′′ HARPETH RIVER BELOW FRANKLIN (1) 210 211 34 2.337 33 1.30 12 14 03432350 3.86 5.36 324 84.0 3.64 4.00 4.42 5.48 7.06 15.2 30.7 59.7 104 166 256 407 726 1.23 2.92 353 90.4 1.20 1.57 2.15 3.59 6.05 14.0 28.0 53.3 95.4 169 277 436 811 1.03 2.63 346 86.3 1.05 1.47 2.01 3.24 5.48 12.2 24.0 45.2 85.9 154 258 442 825 0.97 1.39 11.5 4.69 0.49 0.56 0.62 0.83 1.23 2.00 2.85 3.39 3.27 3.68 6.58 7.37 11.4

 549 03432470 35°48′58′′ 86°57′20′′ MURFREES FORK ABOVE BURWOOD (0) 7.43 7.50 35 2.360 55 1.40 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.30 10.5 4.01 0.00 0.00 0.00 0.28 0.42 0.83 1.36 2.20 3.61 5.43 8.12 12.9 22.70.00 0.11 12.2 2.76 0.00 0.00 0.00 0.13 0.21 0.42 0.79 1.46 2.76 5.03 8.53 15.0 27.80.70 0.98 3.00 3.31 0.60 0.56 0.64 0.82 1.01 1.78 2.29 2.60 2.63 2.99 4.18 6.50 5.76

 550 03432474 35°49′40′′ 86°57′55′′

W PRONG MURFREES FORK NEAR BURWOOD (0) 4.93 4.94 45 2.354 59 1.96 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.31 0.51 6.89 2.97 0.29 0.33 0.40 0.51 0.66 0.99 1.38 1.93 2.73 3.73 5.87 9.81 16.50.11 0.22 8.37 2.44 0.11 0.14 0.17 0.24 0.35 0.57 0.93 1.50 2.47 4.08 6.46 10.5 18.20.53 0.67 2.62 2.59 0.67 0.60 0.63 0.72 0.88 1.27 1.57 1.87 1.87 1.85 3.56 7.54 8.30
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report85

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 551 03432495 35°51′57′′ 86°57′38′′ MURFREES FORK ABOVE LEIPERS FORK (0) 26.3 26.3 41 2.354 60 1.67 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.46 0.95 42.5 10.8 0.45 0.56 0.72 1.03 1.52 2.75 4.35 7.15 11.6 20.0 32.5 52.7 92.40.44 0.88 44.5 12.7 0.43 0.55 0.70 1.01 1.50 2.63 4.47 7.47 12.8 21.4 33.9 55.2 97.70.90 1.23 6.80 3.01 0.49 0.50 0.58 0.69 0.96 2.02 2.69 2.68 2.53 3.12 5.24 7.92 8.22

 552 03432870 35°57′21′′ 86°46′09′′ LITTLE HARPETH RIVER NEAR FRANKLIN (0) 2.58 2.54 35 2.331 66 1.57 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 4.42 2.55 0.00 0.00 0.00 0.00 0.25 0.44 0.74 1.22 1.96 2.60 3.51 5.17 9.430.00 0.00 4.01 0.94 0.00 0.00 0.00 0.00 0.07 0.14 0.27 0.50 0.93 1.68 2.83 5.00 9.110.36 0.50 1.96 2.39 0.46 0.42 0.47 0.60 0.72 1.08 1.40 1.72 1.68 1.61 2.76 5.75 5.95

 553 03432900 36°00′55′′ 86°47′56′′ LITTLE HARPETH RIVER NEAR BRENTWOOD (0) 17.6 17.5 35 2.330 69 1.56 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.48 25.9 9.13 0.00 0.00 0.00 0.51 0.82 1.66 2.92 5.17 8.90 14.3 21.3 33.2 57.10.00 0.30 28.3 7.04 0.00 0.00 0.00 0.35 0.56 1.08 2.05 3.77 7.00 12.5 20.5 35.3 64.10.88 1.36 5.40 4.52 0.57 0.57 0.64 0.79 0.92 1.95 3.01 3.44 3.28 3.84 5.08 6.21 6.92

 554 03432925 36°01′30′′ 86°49′09′′ L HARPETH R, GRANNY WHITE PK, BRENTWOOD (0) 22.0 21.9 35 2.330 70 1.58 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.56 32.0 9.08 0.00 0.00 0.00 0.58 0.90 1.78 3.06 5.36 9.09 15.4 25.0 41.0 70.70.00 0.38 35.7 8.93 0.00 0.00 0.00 0.45 0.72 1.38 2.61 4.80 8.88 15.8 25.9 44.4 80.50.83 1.33 5.55 3.12 0.50 0.52 0.59 0.74 0.88 1.87 2.60 2.60 2.51 2.88 4.46 6.68 7.85

 555 03432950 36°02′36′′ 86°51′58′′ LITTLE HARPETH RIVER NEAR FOREST HILLS (0) 27.2 27.1 35 2.331 71 1.62 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.62 39.9 10.3 0.00 0.00 0.41 0.63 0.96 2.03 3.47 5.96 10.3 18.8 30.1 49.7 86.60.00 0.48 44.5 11.2 0.00 0.00 0.37 0.56 0.90 1.73 3.29 6.04 11.2 19.9 32.4 55.4 1001.01 1.59 5.51 3.47 0.46 0.51 0.60 0.76 0.93 2.10 2.88 2.76 2.70 2.93 4.47 7.12 9.34

 556 03432960 36°02′12′′ 86°52′20′′ BEECH CREEK NEAR BRENTWOOD (0) 5.06 5.07 35 2.332 55 1.88 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.21 8.21 3.64 0.00 0.00 0.00 0.00 0.33 0.65 1.16 2.05 3.39 4.80 6.64 9.92 17.80.00 0.08 8.34 2.01 0.00 0.00 0.00 0.00 0.16 0.31 0.59 1.09 2.01 3.62 6.07 10.6 19.00.54 0.75 4.20 4.16 0.56 0.53 0.60 0.81 1.01 1.75 2.60 3.29 3.27 3.53 5.36 9.35 9.29

 557 03433020 36°03′10′′ 86°51′30′′ OTTER CREEK NEAR NASHVILLE (0) 5.68 5.66 35 2.330 85 2.95 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.23 9.68 4.23 0.00 0.00 0.00 0.22 0.35 0.68 1.25 2.23 3.79 5.46 7.62 11.4 20.40.00 0.12 10.0 2.51 0.00 0.00 0.00 0.14 0.22 0.41 0.77 1.41 2.57 4.59 7.45 12.7 22.10.53 0.75 3.58 3.74 0.54 0.52 0.59 0.79 0.98 1.70 2.51 3.16 3.08 3.33 4.74 7.42 7.86
86 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 558 03433660 35°57′15′′ 87°04′43′′ SOUTH HARPETH RIVER AT FERNVALE (1) 27.6 27.5 134 2.354 80 1.85 12 30 03434500 7.86 9.87 42.7 24.0 7.75 8.27 8.98 10.3 11.6 14.2 17.1 21.1 25.9 32.0 38.6 55.4 93.8 5.78 7.28 44.4 20.1 5.46 5.84 6.47 7.37 8.56 10.4 12.6 15.3 20.0 27.5 38.6 54.7 88.8 5.56 7.10 47.3 21.9 5.33 5.67 6.34 7.35 8.66 10.5 13.1 16.5 22.1 30.4 41.8 58.2 93.9 0.45 0.41 14.2 1.71 0.56 0.48 0.51 0.51 0.56 0.63 0.70 0.86 1.33 2.55 8.51 28.5 37.0 559. 03433698 36°00′08′′ 87°01′46′′ E FORK CR AT OLD HARDING PIKE NR LINTON (0) 13.0 12.9 110 2.339 79 2.41 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1.65 2.15 20.3 8.35 1.55 1.69 1.91 2.24 2.65 3.33 4.36 5.79 8.06 11.5 17.0 25.0 42.0 2.09 2.84 22.6 10.1 2.01 2.17 2.47 2.95 3.59 4.51 5.81 7.55 10.3 14.4 20.0 28.3 45.2 0.51 0.54 3.20 2.24 0.62 0.52 0.54 0.57 0.68 0.85 1.06 1.28 1.50 2.78 6.62 14.8 21.9 560 03433700 36°00′32′′ 87°01′43′′ SOUTH HARPETH RIVER AT LINTON (1) 59.6 59.6 124 2.338 80 2.00 11 19 03434500 9.20 12.7 92.2 43.8 9.06 9.92 11.1 13.5 16.0 21.0 27.3 36.6 48.6 65.3 84.7 120 203

11.4 14.1 95.8 42.8 10.9 11.7 12.8 14.6 16.8 20.5 25.0 31.5 42.3 58.8 83.6 117 19411.6 15.0 103 49.6 11.1 11.9 13.3 15.7 18.8 23.3 29.4 37.5 50.1 68.5 93.2 128 206

0.63 0.55 10.0 2.45 0.88 0.81 0.83 0.81 0.85 0.95 1.05 1.28 1.72 2.89 6.77 11.2 18.5

 561 03433707 36°01′09′′ 87°01′34′′ PRITCHARD BRANCH AT LINTON (0) 4.01 4.07 50 2.337 78 2.74 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.33 0.51 6.19 2.80 0.30 0.35 0.42 0.55 0.70 1.01 1.37 1.87 2.61 3.51 5.25 8.21 14.00.15 0.27 7.14 2.33 0.15 0.17 0.22 0.29 0.41 0.63 0.98 1.50 2.38 3.79 5.76 9.00 15.00.55 0.65 2.48 2.42 0.67 0.61 0.67 0.81 1.00 1.27 1.39 1.58 1.58 1.59 3.36 11.1 13.0

 562 03433810 36°04′38′′ 87°04′50′′ BRUSH CREEK NEAR KINGSTON SPRINGS (1) 27.2 27.3 81 2.344 79 2.32 4 5 03434500

4.81 6.48 42.1 20.6 4.73 5.15 5.73 6.84 8.04 10.4 13.2 17.4 22.7 29.9 38.1 54.6 92.41.97 2.89 43.6 16.0 1.92 2.16 2.51 3.16 3.98 5.49 7.64 10.8 15.6 22.8 34.6 53.7 93.22.77 4.09 48.2 19.9 2.69 2.99 3.50 4.36 5.57 7.51 10.3 14.2 20.2 29.4 41.7 60.2 98.00.87 0.86 2.34 2.34 1.04 0.94 0.94 0.97 1.08 1.30 1.55 1.66 1.49 1.57 3.80 8.85 11.1

 563 03433902 35°57′59′′ 87°11′56′′ BIG TURNBULL CREEK NEAR LIBERTY HILL (1) 12.5 12.5 139 2.347 82 1.21 7 18 03434500

2.16 2.90 19.4 9.05 2.12 2.31 2.57 3.06 3.58 4.60 5.85 7.68 9.97 13.1 16.6 25.1 42.52.65 3.40 20.7 9.86 2.50 2.68 2.99 3.47 4.06 4.97 6.03 7.34 9.73 13.3 18.5 25.4 40.62.34 2.93 19.7 8.85 2.23 2.39 2.65 3.00 3.44 4.12 5.10 6.47 8.72 12.0 16.8 23.9 39.50.66 0.62 16.3 2.10 0.71 0.57 0.60 0.61 0.72 0.85 0.90 1.06 1.63 3.46 9.37 27.0 37.8

 564 03433910 36°01′55′′ 87°12′48′′ BIG TURNBULL CREEK NEAR NEW HOPE (1) 66.4 66.2 111 2.345 80 1.23 6 9 03434500

12.3 16.3 103 48.6 12.1 13.1 14.5 17.1 20.0 25.4 32.0 41.5 53.4 69.3 87.2 133 226

11.2 14.4 108 48.2 10.7 11.7 12.9 15.0 17.5 22.0 27.4 35.0 47.4 66.2 92.8 131 216

9.57 12.6 107 47.6 9.19 10.0 11.3 13.3 15.9 20.1 26.0 34.1 47.2 65.7 91.5 130 2160.80 0.73 11.8 3.56 1.21 1.15 1.19 1.16 1.24 1.52 1.70 2.02 2.67 4.44 8.22 12.9 23.1
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report87

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 565 03434000 36°06′04′′ 87°07′36′′ BIG TURNBULL CR AT KINGSTON SPRINGS (1) 115 115 104 2.343 79 1.41 6 14 03434500

19.1 25.7 178 81.9 18.8 20.4 22.7 27.2 31.9 41.2 52.6 69.3 90.4 119 152 231 39116.5 21.8 188 89.9 15.8 17.4 19.4 23.1 27.8 36.5 47.5 62.2 86.9 124 171 238 39415.9 21.4 190 85.8 15.3 16.8 19.1 22.7 27.7 35.7 46.8 61.7 85.6 119 165 233 385

1.14 1.12 4.76 3.07 1.43 1.39 1.44 1.42 1.48 1.64 1.76 1.90 2.16 2.36 3.11 5.17 9.24

 566 03434560 36°07′06′′ 87°11′49′′ TRACE CREEK NEAR WHITE BLUFF (0) 1.99 2.00 100 2.342 82 1.21 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.27 0.38 3.04 1.45 0.26 0.28 0.32 0.38 0.47 0.63 0.79 1.03 1.42 1.92 2.77 3.98 6.540.22 0.30 3.05 1.19 0.21 0.23 0.27 0.31 0.37 0.47 0.61 0.82 1.16 1.69 2.47 3.70 6.230.30 0.29 2.03 1.59 0.38 0.28 0.29 0.31 0.36 0.47 0.62 0.87 1.14 1.52 3.84 5.84 7.13

 567 03434580 36°11′33′′ 87°10′04′′ HARPETH RIVER NEAR PETWAY (1) 727 728 63 2.339 61 1.69 6 8 03434500

53.0 81.0 1125 395 46.2 52.3 61.2 79.2 100 145 207 310 456 681 970 1459 247050.0 71.5 1133 482 49.0 55.0 62.9 78.8 100 148 214 306 470 699 1033 1541 262144.9 71.9 1272 522 43.9 51.3 61.4 80.9 110 166 244 353 528 776 1103 1593 2684

2.56 3.43 9.65 10.4 2.62 3.07 3.29 3.99 5.03 6.21 6.85 6.29 7.08 7.41 8.70 10.9 16.2

 568 03434585 36°05′26′′ 87°21′52′′ JONES CREEK NEAR DICKSON (0) 5.05 5.06 80 2.342 81 1.21 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.48 0.66 7.72 3.08 0.46 0.51 0.58 0.70 0.87 1.16 1.50 2.09 3.03 4.33 6.64 10.39 17.50.40 0.59 7.82 2.93 0.39 0.44 0.51 0.61 0.76 1.02 1.40 1.95 2.87 4.26 6.28 9.50 16.20.43 0.46 2.43 1.61 0.53 0.42 0.45 0.51 0.59 0.71 0.86 1.05 1.15 1.36 3.29 6.76 7.81

 569 03434590 36°06′15′′ 87°19′05′′ JONES CREEK NEAR BURNS (1) 13.3 13.3 80 2.342 81 1.20 7 9 03431800

0.38 0.64 20.1 6.28 0.40 0.50 0.56 0.74 0.97 1.45 2.15 3.29 5.21 8.46 14.3 21.9 37.91.00 1.46 21.7 7.83 0.96 1.09 1.26 1.59 1.99 2.74 3.75 5.47 7.85 11.6 17.7 27.0 46.51.08 1.58 20.8 8.00 1.05 1.18 1.38 1.67 2.08 2.79 3.85 5.37 7.87 11.6 16.9 25.2 42.90.63 0.67 1.92 1.81 0.69 0.60 0.63 0.69 0.79 0.97 1.20 1.34 1.24 1.46 3.21 5.65 6.88

 570 03434600 36°09′18′′ 87°16′51′′ JONES CREEK NEAR CHARLOTTE (1) 56.2 56.3 86 2.340 79 1.24 4 6 03431800

5.88 8.26 84.8 36.3 5.90 6.82 7.40 8.85 10.6 13.8 17.9 23.7 32.1 44.2 62.4 92.5 1604.78 7.00 89.8 36.0 4.68 5.27 6.09 7.59 9.43 12.9 17.5 23.7 34.8 51.9 75.8 112 1935.48 7.78 90.2 37.4 5.29 5.93 6.85 8.29 10.3 13.8 18.8 25.7 36.9 53.2 75.6 110 1860.95 0.94 3.32 2.72 1.06 1.02 1.07 1.13 1.25 1.47 1.60 1.73 1.91 1.98 2.63 3.66 5.56

 571 03434620 36°10′44′′ 87°18′15′′ TOWN BRANCH NEAR CHARLOTTE (0) 8.33 8.31 80 2.340 82 1.21 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.70 0.99 13.6 5.31 0.67 0.75 0.86 1.07 1.34 1.85 2.51 3.63 5.24 7.60 11.5 17.1 29.10.67 0.98 12.9 4.92 0.65 0.73 0.85 1.03 1.28 1.72 2.36 3.29 4.83 7.13 10.4 15.7 26.70.53 0.55 1.56 1.58 0.59 0.49 0.51 0.56 0.64 0.77 0.94 1.08 1.05 1.20 3.03 6.08 7.31
88 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 572 03434700 36°15′14′′ 87°11′16′′ HARPETH R AT THREE ISLANDS DAM SITE (1) 854 855 67 2.337 64 1.68 2 4 03434500 75.5 115 1341 518 73.9 82.7 95.3 120 149 209 288 416 590 850 1173 1714 2902 68.4 95.7 1326 586 66.9 74.6 84.7 105 131 190 270 378 572 832 1220 1801 3041 60.8 94.7 1492 633 59.3 68.5 81.4 106 142 210 304 434 639 928 1306 1866 3127 2.74 3.54 9.79 10.0 2.76 3.23 3.38 4.03 4.86 5.75 6.36 5.86 6.78 7.20 9.05 11.7 17.0 573 03435002 36°22′58′′ 87°11′21′′ HALF PONE CREEK NEAR HENRIETTA (1) 27.3 27.3 50 2.332 72 1.22 5 7 03431800 0.46 0.85 41.2 12.1 0.49 0.63 0.73 1.00 1.37 2.19 3.48 5.71 9.76 17.2 31.7 44.9 77.8 0.99 1.67 42.8 15.6 0.95 1.10 1.37 1.93 2.59 4.20 6.34 9.52 14.4 22.4 34.2 53.4 93.4 0.85 1.49 42.8 14.2 0.83 1.01 1.24 1.65 2.27 3.56 5.57 8.67 13.9 22.0 33.5 52.6 92.3 0.48 0.79 5.56 4.30 0.38 0.40 0.47 0.63 0.80 1.09 1.74 2.49 2.82 3.43 4.28 5.12 8.03 574 034350028 36°21′16′′ 87°16′50′′ BARTONS CR AB LOUISE CR NR SOUTHSIDE (1) 96.4 96.5 69 2.334 83 1.41 6 11 03431800 3.40 5.63 145 50.7 3.54 4.38 4.94 6.41 8.33 12.3 18.0 27.1 42.3 67.5 112 159 275 4.59 6.95 152 57.8 4.56 5.19 6.10 7.83 10.0 14.6 21.1 30.3 53.7 84.1 130 193 335 6.89 10.5 158 63.1 6.69 7.65 9.04 11.4 14.7 20.7 29.6 42.2 62.6 92.2 132 194 328 0.86 0.82 5.49 3.51 0.78 0.72 0.73 0.77 0.88 1.01 1.07 1.19 2.67 2.84 4.02 6.60 9.27 575 03435007 36°25′34′′ 87°19′02′′ HURRICANE CREEK NEAR SALEM (1) 11.2 11.2 60 2.331 83 1.24 6 8 03431800 0.38 0.64 16.9 6.25 0.40 0.50 0.56 0.74 0.97 1.45 2.15 3.28 5.18 8.40 14.2 18.4 31.9 0.60 0.89 17.9 6.06 0.58 0.66 0.78 1.01 1.29 1.86 2.73 4.08 6.10 9.09 14.3 22.5 39.2 0.54 0.87 17.4 6.12 0.53 0.62 0.74 0.94 1.23 1.77 2.62 3.89 6.00 9.21 13.8 21.3 36.6 0.49 0.68 3.28 2.38 0.52 0.47 0.54 0.72 0.92 1.32 1.54 1.71 1.53 1.63 3.06 6.00 6.44 576 03435044 36°38′36′′ 86°40′46′′ RED RIVER NEAR ORLINDA (1) 78.4 77.6 54 2.306 71 1.24 3 5 03436100 2.15 2.91 109 43.1 2.02 2.26 2.64 3.18 4.37 7.26 11.9 21.2 36.0 60.0 102 153 252 2.75 4.39 124 42.9 2.67 3.05 3.76 5.07 6.67 10.3 15.5 23.4 40.3 63.7 101 156 276 3.13 5.26 120 45.1 3.05 3.65 4.44 5.83 7.91 12.2 18.6 28.2 44.0 66.9 98.5 150 259 0.61 0.84 8.56 8.01 0.57 0.59 0.63 0.73 0.84 0.95 1.23 1.50 4.29 4.82 6.39 7.67 11.3

 577 03435110 36°33′30′′ 86°41′32′′ SOUTH FORK RED RIVER AT CROSS PLAINS (1) 19.7 19.9 50 2.308 82 1.21 6 9 03436100

0.77 1.01 27.4 11.1 0.72 0.80 0.92 1.09 1.44 2.27 3.54 5.92 9.50 15.0 24.0 38.6 63.20.98 1.54 29.9 12.4 0.93 1.06 1.31 1.78 2.31 3.59 5.21 7.49 11.0 16.6 24.6 37.6 65.00.65 1.12 30.2 10.4 0.63 0.76 0.94 1.23 1.69 2.60 4.06 6.31 10.1 15.8 23.8 37.4 65.00.39 0.66 5.58 3.81 0.37 0.39 0.46 0.59 0.73 0.97 1.47 2.04 2.29 2.48 3.86 5.50 9.53

 578 034351113 36°32′31′′ 86°42′14′′ HONEY RUN CREEK BELOW CROSS PLAINS (1) 20.0 19.8 50 2.308 82 1.21 4 12 03435770

0.90 1.39 29.4 14.3 0.81 0.91 1.20 1.70 2.26 3.72 5.73 7.96 11.4 15.9 24.4 39.3 66.80.97 1.52 29.9 12.2 0.92 1.05 1.29 1.75 2.27 3.52 5.13 7.39 10.9 16.5 24.4 37.3 64.70.64 1.11 30.0 10.3 0.63 0.76 0.93 1.22 1.67 2.57 4.03 6.26 10.0 15.7 23.6 37.1 64.50.39 0.65 5.54 3.84 0.37 0.39 0.46 0.59 0.73 0.98 1.48 2.05 2.29 2.48 3.86 5.49 9.47
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report89

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 579 03435120 36°35′34′′ 86°45′53′′ SOUTH FORK RED RIVER NEAR ORLINDA (1) 69.2 69.3 54 2.307 80 1.21 8 10 03435770

2.24 3.62 102 48.4 1.96 2.25 3.06 4.49 6.17 10.8 17.4 25.1 37.5 54.5 84.4 136 2312.14 3.53 109 37.2 2.09 2.41 3.00 4.11 5.45 8.53 12.9 19.5 34.2 54.5 87.0 136 2412.85 4.75 107 39.8 2.78 3.31 4.02 5.24 7.08 10.7 16.4 24.9 38.8 59.1 86.9 133 2290.60 0.84 8.24 8.01 0.54 0.56 0.60 0.69 0.81 0.92 1.19 1.47 4.13 4.79 6.41 7.61 10.7

 580 03435300 36°38′26′′ 86°58′48′′ RED RIVER NEAR BARREN PLAINES (1) 547 550 69 2.314 71 1.18 3 18 03436100

38.8 50.0 761 389 37.1 40.5 45.6 52.7 67.2 99.2 145 226 339 502 728 1071 175537.8 54.5 823 372 37.4 41.8 48.0 60.1 76.4 111 160 226 348 511 764 1137 190539.0 59.1 878 380 37.8 43.8 51.6 65.4 85.2 124 178 253 373 537 755 1090 1851

2.11 2.80 7.82 9.03 1.96 2.27 2.51 3.15 4.00 5.12 5.93 5.75 6.20 6.15 7.02 8.77 12.8

 581 03435320 36°35′37′′ 87°03′33′′ RED RIVER AT ADAMS (1) 594 593 70 2.319 71 1.18 6 13 03436100

47.3 58.0 827 334 46.1 49.6 54.8 62.0 76.0 106 146 211 297 414 790 1163 190643.4 61.9 893 408 42.8 47.9 54.9 68.2 86.2 125 178 251 385 560 832 1232 206443.1 64.9 952 411 41.7 48.2 56.7 71.8 93.4 135 193 274 404 582 818 1178 2003

2.09 2.72 7.64 8.54 1.95 2.24 2.43 3.03 3.85 4.88 5.60 5.43 6.11 6.24 7.58 9.20 12.6

 582 03435400 36°36′59′′ 87°05′42′′ ELK FORK NEAR SADLERSVILLE (1) 98.0 90.0 74 2.319 73 1.19 7 9 03436000

5.49 9.50 138 48.4 5.47 6.36 7.89 10.8 13.4 18.1 24.7 33.7 48.1 69.1 110 177 3215.31 8.00 141 60.8 5.24 5.92 6.95 8.95 11.5 16.7 24.0 34.2 56.2 83.5 122 181 3126.83 10.2 141 58.6 6.60 7.57 8.87 11.0 14.0 19.7 27.8 39.1 57.3 83.1 119 174 2950.75 0.78 5.47 5.32 0.71 0.68 0.67 0.71 0.81 0.94 1.07 1.21 3.39 3.28 4.05 6.42 9.06

 583 03435637 36°29′05′′ 86°47′33′′ SULPHUR FORK RED R NEAR GREENBRIER (1) 34.9 35.2 55 2.310 81 1.82 4 13 03435770

1.57 2.41 51.3 25.0 1.41 1.60 2.10 2.97 3.94 6.49 10.0 13.9 19.9 27.8 42.6 68.6 1171.65 2.51 51.7 22.2 1.52 1.71 2.12 2.89 3.82 6.11 9.00 13.0 19.3 28.3 42.8 67.2 1161.65 2.76 57.8 21.7 1.61 1.89 2.31 3.03 4.12 6.16 9.34 14.0 21.5 32.8 48.0 72.6 1220.44 0.80 5.84 4.40 0.37 0.40 0.46 0.61 0.77 1.04 1.55 2.18 2.53 2.48 3.75 5.16 9.42

 584 03435700 36°30′53′′ 86°50′46′′ SULPHUR FORK RED R AB BEAVER DAM CREEK (1) 49.1 49.1 53 2.310 81 1.65 3 10 03435770

2.25 3.46 72.2 35.2 1.98 2.25 2.96 4.18 5.55 9.13 14.1 19.5 28.0 39.2 59.9 96.6 1641.52 2.47 75.6 29.3 1.45 1.64 2.06 2.92 3.95 6.42 9.87 14.9 26.4 40.3 61.3 96.0 1692.08 3.52 79.6 29.5 2.03 2.40 2.94 3.88 5.31 8.06 12.4 18.8 29.2 44.7 65.5 99.7 1690.40 0.65 6.59 4.63 0.31 0.33 0.38 0.47 0.57 0.70 0.94 1.22 2.74 2.65 4.02 5.39 9.23

 585 03435727 36°31′59′′ 86°47′04′′ BEAVER DAM CREEK TRIB NEAR LAKEVIEW (0) 3.09 3.10 50 2.309 76 1.20 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.27 0.40 4.92 2.38 0.25 0.29 0.34 0.43 0.54 0.79 1.09 1.48 2.05 2.79 4.16 6.46 11.10.09 0.16 4.58 1.49 0.09 0.11 0.13 0.18 0.24 0.37 0.57 0.89 1.43 2.28 3.53 5.68 9.930.57 0.71 2.13 2.65 0.79 0.71 0.77 0.94 1.14 1.43 1.61 1.85 1.87 1.62 3.49 13.2 17.7
90 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 586 03435750 36°31′32′′ 86°50′33′′ BEAVER DAM CREEK NEAR SPRINGFIELD (1) 14.2 14.3 50 2.309 73 1.16 3 9 03435770 0.64 0.98 20.9 10.2 0.57 0.65 0.86 1.21 1.60 2.64 4.07 5.65 8.10 11.3 17.3 27.9 47.4 0.84 1.26 22.1 8.77 0.81 0.91 1.10 1.43 1.84 2.76 3.91 5.58 8.10 12.3 18.5 28.0 48.3 0.44 0.77 21.5 7.29 0.43 0.52 0.64 0.85 1.16 1.81 2.83 4.40 7.06 11.1 16.9 26.7 46.7 0.43 0.73 4.33 3.37 0.43 0.44 0.51 0.65 0.79 1.01 1.46 1.92 2.03 2.25 3.44 5.18 8.21 587 03435810 36°31′00′′ 86°54′49′′ SULPHUR FORK RED R NEAR SPRINGFIELD (1) 84.6 84.6 53 2.310 77 1.44 4 11 03435770 3.28 5.18 124 60.6 3.42 3.87 5.09 7.20 9.56 15.7 24.2 33.7 48.2 67.4 103 166 282 2.54 4.09 134 45.8 2.47 2.83 3.51 4.79 6.33 9.89 15.1 23.3 41.4 66.6 107 169 298 3.47 5.86 135 50.5 3.38 4.03 4.93 6.50 8.90 13.6 21.0 31.9 49.7 75.8 111 169 289 0.53 0.64 8.40 8.08 0.52 0.50 0.52 0.61 0.74 0.97 1.22 1.58 5.56 6.45 8.73 9.14 11.1 588 03435900 36°28′54′′ 86°55′45′′ CARR CREEK NEAR SPRINGFIELD (1) 32.0 31.7 79 2.311 81 1.58 11 15 03436000 0.99 1.94 44.9 14.6 0.98 1.18 1.54 2.27 2.98 4.32 6.35 9.34 14.5 22.7 35.8 57.6 105 2.59 3.72 49.8 21.5 2.46 2.76 3.22 4.03 5.08 7.17 9.93 13.8 19.9 28.3 41.5 63.2 111 2.92 4.27 50.9 21.7 2.81 3.17 3.70 4.55 5.74 7.78 10.8 14.9 21.4 30.8 43.6 63.5 105 0.62 0.65 1.53 1.81 0.71 0.65 0.66 0.69 0.79 0.95 1.06 1.16 1.14 1.11 1.88 3.18 4.78 589 03435950 36°25′57′′ 86°58′43′′ MILLERS CREEK AT COOPERTOWN (0) 1.32 1.27 50 2.313 82 1.21 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.22 2.09 1.17 0.00 0.00 0.00 0.00 0.28 0.40 0.54 0.72 1.00 1.28 1.73 2.54 4.36 0.00 0.07 1.86 0.58 0.00 0.00 0.00 0.00 0.09 0.14 0.22 0.35 0.56 0.90 1.41 2.30 4.02 0.48 0.57 1.71 2.32 0.71 0.61 0.66 0.80 0.99 1.24 1.40 1.63 1.62 1.35 2.57 5.82 7.56 590 03435990 36°32′35′′ 87°03′39′′ CHAMBERS SPRING BRANCH NEAR ADAMS (0) 2.40 2.37 70 2.322 43 0.99 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.26 0.36 3.62 1.69 0.25 0.28 0.32 0.39 0.48 0.65 0.85 1.12 1.58 2.18 3.32 5.28 8.60 0.12 0.19 3.43 1.23 0.11 0.13 0.16 0.20 0.26 0.38 0.54 0.78 1.18 1.78 2.75 4.30 7.51 0.42 0.47 1.75 2.16 0.62 0.48 0.52 0.60 0.73 0.94 1.13 1.39 1.61 1.50 3.52 6.11 7.53

 591 03436130 36°32′07′′ 87°11′50′′ PASSENGER CREEK NEAR SANGO (1) 20.5 21.0 78 2.325 62 1.10 6 8 03436700

1.50 1.83 23.0 5.13 1.58 1.72 1.78 1.97 2.18 2.56 3.11 4.01 5.36 7.25 19.0 40.2 65.31.60 2.32 33.8 12.8 1.52 1.73 2.01 2.53 3.18 4.42 6.12 8.70 12.5 18.5 28.6 44.8 76.31.54 2.31 32.1 12.8 1.49 1.72 2.01 2.47 3.11 4.37 6.06 8.48 12.4 18.2 26.6 39.7 67.90.99 1.01 2.10 2.46 1.08 0.97 1.00 1.06 1.16 1.32 1.58 1.77 1.60 1.61 3.22 4.19 5.77

 592 03436140 36°32′39′′ 87°20′09′′ RED R AT STATE HWY 13 & 48, CLARKSVILLE (1) 1006 1002 69 2.328 73 1.22 3 5 03435500

61.6 83.8 1332 621 60.0 63.7 69.3 86.1 111 164 234 281 519 791 1213 1924 331782.6 116 1504 706 81.7 90.7 103 127 159 229 324 449 681 966 1414 2071 344572.7 110 1647 707 70.5 81.4 95.9 122 160 232 333 474 700 1010 1415 2029 3449

2.73 3.44 9.37 8.38 2.65 3.15 3.28 3.78 4.43 5.18 5.67 5.31 6.42 6.66 8.33 11.4 17.7
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report91

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 593 03436200 36°36′31′′ 87°22′04′′ WEST FK RED RIVER NEAR NEW PROVIDENCE (1) 186 180 77 2.327 76 1.19 5 9 03435500

13.9 18.7 249 131 13.9 14.7 15.9 19.6 24.9 36.4 51.1 61.0 110 165 249 359 62013.5 19.9 287 127 13.2 15.1 17.4 21.8 27.7 39.7 55.9 78.6 120 180 262 377 63115.0 22.0 286 121 14.5 16.5 19.3 23.9 30.3 42.1 58.8 82.1 119 172 243 352 596

1.63 1.42 2.95 3.03 1.71 1.67 1.57 1.59 1.68 1.80 1.90 1.96 2.01 1.87 2.35 3.43 5.64

 594 03436300 36°35′55′′ 87°21′03′′ SPRING CREEK NEAR ST. BETHLEHEM (1) 69.3 79.5 80 2.327 70 1.12 4 7 03435500

2.89 4.07 91.8 39.2 2.86 3.06 3.36 4.29 5.68 8.82 13.1 16.1 32.0 51.4 82.9 133 2296.13 9.17 130 56.6 6.06 6.87 7.95 10.1 12.9 18.4 26.0 36.5 54.2 79.6 114 167 2856.64 9.68 124 51.8 6.41 7.30 8.49 10.4 13.1 18.2 25.1 34.9 50.7 73.1 104 153 2600.87 0.93 2.69 3.00 0.82 0.77 0.83 0.91 1.10 1.40 1.60 1.75 1.88 1.85 2.25 3.29 5.06

 595 03436400 36°37′20′′ 87°30′47′′ NOAHS SPRING BRANCH AT FORT CAMPBELL (1) 70.9 72.3 80 2.329 63 1.10 4 7 03435500

4.14 5.66 93.9 43.8 4.23 4.49 4.88 6.07 7.79 11.6 16.5 19.8 36.5 55.7 85.5 136 2345.61 8.42 119 50.0 5.52 6.27 7.28 9.33 11.8 16.8 23.5 32.9 48.5 71.4 103 152 2615.80 8.53 113 46.6 5.61 6.42 7.48 9.21 11.6 16.3 22.6 31.4 45.6 65.9 94.8 139 2370.86 0.90 2.70 2.94 0.82 0.77 0.82 0.90 1.07 1.35 1.54 1.71 1.84 1.80 2.19 3.16 4.97

 596 03436426 36°36′37′′ 87°28′11′′ LITTLE WEST FK RED R NEAR FORT CAMPBELL (1) 127 127 80 2.328 46 1.00 4 9 03438000

5.24 8.26 185 79.6 4.67 5.47 6.68 9.36 12.3 18.2 27.5 44.1 67.7 111 169 262 441

11.4 16.5 219 87.0 11.0 12.5 14.5 18.2 22.6 31.4 43.0 60.1 87.8 132 197 292 491

9.31 14.0 197 82.4 9.03 10.5 12.3 15.3 19.5 28.6 39.7 55.2 80.3 116 168 246 4231.54 1.34 3.49 3.03 1.54 1.51 1.45 1.50 1.58 1.75 1.88 2.00 2.14 2.16 2.76 4.30 7.15

 597 03436430 36°36′27′′ 87°26′57′′ LITTLE WEST FK RED R AT FORT CAMPBELL (1) 131 136 80 2.328 47 1.01 2 6 03438000

10.8 16.6 189 130 9.74 11.3 13.6 18.6 24.0 34.6 50.8 78.6 117 181 218 268 45112.3 17.6 234 93.0 11.7 13.3 15.5 19.4 24.1 33.5 45.8 64.1 93.6 141 211 311 52310.1 15.1 211 88.6 9.76 11.3 13.2 16.5 21.0 30.8 42.7 59.3 86.4 124 180 263 453

1.52 1.31 3.46 2.89 1.51 1.50 1.43 1.47 1.55 1.70 1.80 1.90 2.02 2.04 2.65 4.09 6.84

 598 03436460 36°35′31′′ 87°23′23′′ LITTLE WEST FK RED R NR NEW PROVIDENCE (1) 179 178 80 2.327 45 1.00 10 16 03438000

7.80 12.0 260 103 7.01 8.14 9.85 13.6 17.6 25.6 37.9 59.3 89.4 156 238 369 621

17.6 24.4 303 124 16.7 18.7 21.5 26.7 32.8 45.1 61.1 85.1 122 182 271 402 67813.1 19.7 276 117 12.7 14.8 17.3 21.6 27.6 40.8 56.5 78.5 114 164 237 345 594

1.64 1.41 3.00 2.94 1.68 1.65 1.54 1.57 1.64 1.75 1.85 1.94 2.02 1.93 2.38 3.49 5.80

 599 03436490 36°32′30′′ 87°22′06′′ RED RIVER AT CLARKSVILLE (1) 1455 1454 72 2.328 70 1.18 11 16 03435500

87.3 120 1927 899 86.8 92.1 100 124 160 237 338 406 750 1144 1754 2782 4798

148 208 2230 1156 145 163 184 226 283 403 560 758 1104 1511 2142 3063 4985

113 169 2390 1051 110 126 148 188 244 354 504 710 1040 1487 2071 2946 5006

3.35 3.54 6.84 6.32 3.34 3.99 3.97 4.02 4.23 4.78 5.00 4.54 5.45 5.62 7.06 9.36 15.4
92 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 600 03436655 36°12′30′′ 87°31′46′′ YELLOW CREEK NEAR RUSKIN (1) 52.2 52.5 120 2.340 75 2.14 6 7 03436700 8.43 10.6 79.6 34.0 8.80 9.68 10.1 11.3 12.7 15.3 19.1 25.6 35.7 50.5 73.7 102 166 9.06 11.3 84.2 36.9 8.63 9.24 10.2 11.7 13.5 16.8 20.8 26.4 35.8 50.9 73.2 104 173 9.67 12.8 91.9 43.6 9.28 9.98 11.3 13.4 16.1 20.3 25.7 33.0 44.2 60.8 83.1 115 184 0.65 0.58 15.2 2.70 0.86 0.80 0.84 0.84 0.90 1.03 1.15 1.37 1.88 3.44 9.93 14.6 21.8 601 03436900 36°19′56′′ 87°39′59′′ WELLS CREEK NEAR ERIN (1) 34.5 34.5 120 2.338 90 2.13 3 6 03436700 5.35 6.73 52.6 22.5 5.81 6.40 6.68 7.48 8.40 10.1 12.7 16.9 23.6 33.4 48.7 67.6 110 5.53 7.03 54.1 23.4 5.14 5.56 6.18 7.19 8.49 10.7 13.6 17.1 22.9 32.1 47.3 68.8 112 6.60 8.59 60.0 28.2 6.32 6.75 7.60 8.93 10.7 13.1 16.6 21.2 28.5 39.3 53.6 74.4 119 0.51 0.46 15.5 1.73 0.70 0.61 0.63 0.63 0.68 0.79 0.85 0.93 1.31 2.55 7.90 19.5 45.4 602 03436970 36°28′49′′ 87°49′15′′ LICK CREEK NEAR DOVER (1) 11.9 12.4 120 2.335 86 2.38 3 5 03438000 1.77 2.40 17.3 10.6 1.65 1.82 2.07 2.58 3.08 3.98 5.19 7.04 9.31 13.0 15.8 24.5 41.3 1.91 2.44 19.3 8.09 1.77 1.92 2.17 2.53 2.96 3.66 4.56 5.83 7.77 11.0 16.3 23.6 39.5 2.33 3.07 21.5 9.95 2.24 2.38 2.69 3.17 3.79 4.63 5.86 7.51 10.1 14.0 19.2 26.9 42.7 0.52 0.53 2.85 1.67 0.60 0.49 0.52 0.55 0.64 0.77 0.82 0.98 1.21 2.32 5.52 16.2 26.1 603 03437080 36°36′18′′ 87°56′24′′ NEVILLE CREEK NEAR THARPE (0) 2.37 2.38 120 2.331 88 2.64 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.32 0.44 3.67 1.68 0.31 0.34 0.38 0.44 0.54 0.71 0.91 1.18 1.70 2.38 3.35 4.73 7.66 0.44 0.58 4.09 1.82 0.42 0.45 0.51 0.59 0.70 0.85 1.07 1.37 1.85 2.58 3.61 5.14 8.11 0.41 0.43 2.51 1.76 0.45 0.32 0.35 0.38 0.46 0.59 0.68 0.92 1.31 2.03 5.38 4.47 6.11 604 03437090 36°36′39′′ 87°55′45′′ CRUTCHER HOLLOW BRANCH NEAR THARPE (0) 1.95 1.90 120 2.331 88 2.64 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.26 0.36 2.96 1.38 0.25 0.27 0.30 0.36 0.44 0.58 0.75 0.98 1.41 1.94 2.70 3.77 6.12 0.35 0.46 3.25 1.44 0.33 0.35 0.40 0.47 0.56 0.67 0.84 1.08 1.46 2.05 2.86 4.09 6.46 0.41 0.44 2.40 1.94 0.46 0.33 0.36 0.39 0.47 0.62 0.72 1.00 1.47 2.18 5.63 4.33 5.96

 605 03437141 36°34′14′′ 87°49′35′′ HAYES FORK CREEK NEAR BIG ROCK (0) 1.45 1.46 80 2.332 81 2.60 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.16 0.23 2.41 1.16 0.14 0.16 0.19 0.24 0.30 0.42 0.56 0.75 1.06 1.49 2.07 2.90 4.970.14 0.21 2.49 0.96 0.13 0.15 0.17 0.21 0.27 0.36 0.49 0.68 0.97 1.44 2.10 3.13 5.070.39 0.42 1.61 1.86 0.56 0.41 0.44 0.49 0.60 0.78 0.94 1.20 1.40 1.38 3.43 6.12 7.02

 606 03437196 36°39′22′′ 87°52′30′′ SHELBY CR AB SHELBY SPRGS, TOBACCOPORT (0) 2.85 2.87 80 2.329 81 2.60 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.36 0.48 4.30 1.99 0.33 0.37 0.42 0.51 0.62 0.82 1.03 1.37 1.91 2.63 3.84 5.86 9.720.28 0.42 4.92 1.95 0.27 0.30 0.35 0.43 0.55 0.73 1.00 1.38 1.98 2.91 4.20 6.21 10.00.41 0.44 2.01 2.17 0.57 0.44 0.47 0.55 0.64 0.80 1.04 1.32 1.53 1.53 3.82 5.94 7.39
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report93

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 607 03454755 35°55′20′′ 82°56′44′′ WOLF CREEK AT WOLF CREEK (1) 11.0 11.0 100 2.203 40 3.33 6 7 03461200

0.35 0.92 23.3 15.5 0.37 0.45 0.62 1.04 1.75 3.76 6.61 9.77 14.0 19.5 32.6 41.0 59.61.53 2.39 17.3 11.6 1.46 1.65 1.95 2.54 3.26 4.78 6.47 8.51 10.8 13.7 17.6 22.7 35.41.64 2.38 17.4 10.2 1.55 1.74 2.02 2.52 3.19 4.47 5.83 7.53 9.89 13.1 17.8 24.6 37.51.30 1.39 0.62 1.79 1.10 0.93 0.99 1.01 1.08 1.18 1.23 1.29 1.23 1.10 0.86 0.75 0.89

 608 03454790 35°54′27′′ 83°01′26′′ TRAIL FORK BIG CREEK AT DEL RIO (1) 32.6 32.2 100 2.205 46 2.91 5 10 03461200

4.86 7.90 64.0 43.0 5.02 5.53 6.49 8.40 10.9 16.0 21.3 25.9 31.1 56.0 80.0 121 1774.31 6.26 43.5 28.4 4.08 4.57 5.30 6.65 8.24 11.5 15.1 19.9 25.8 33.2 42.4 56.9 92.94.98 7.10 50.8 30.3 4.71 5.27 6.08 7.56 9.52 13.2 17.2 22.3 29.3 38.6 51.7 70.8 1092.08 1.72 0.50 1.41 1.58 1.41 1.44 1.34 1.31 1.25 1.22 1.19 1.08 0.99 0.95 1.09 1.79

 609 03454800 35°55′04′′ 83°01′39′′ BIG CREEK AT DEL RIO (1) 81.0 80.8 100 2.205 42 2.87 4 4 03454000

8.30 11.0 89.0 46.0 7.73 8.46 9.36 11.7 14.3 19.2 24.7 31.1 39.1 61.0 96.0 156 230

12.7 18.3 134 86.1 12.4 13.8 15.8 19.6 24.4 34.3 45.6 60.5 79.3 102 132 175 27912.5 17.9 129 79.0 11.9 13.4 15.4 19.3 24.5 34.5 45.2 58.3 76.5 100 133 180 276

1.31 1.24 0.63 1.71 1.05 1.00 1.02 0.97 0.97 1.02 1.10 1.18 1.16 1.09 0.98 1.09 2.31

 610 03454850 35°56′53′′ 83°03′13′′ LONG CREEK NEAR DEL RIO (1) 11.7 11.6 112 2.204 62 2.50 8 12 03461200

0.68 1.30 20.5 12.5 0.72 0.82 1.03 1.48 2.13 3.65 5.43 7.15 9.20 17.0 26.0 43.6 63.41.66 2.42 18.5 11.5 1.60 1.78 2.05 2.57 3.21 4.55 6.10 8.09 10.7 14.1 18.4 24.0 36.82.13 2.88 17.6 10.4 2.01 2.20 2.50 3.00 3.63 4.71 6.01 7.66 9.97 13.1 17.5 24.0 36.91.05 1.14 0.62 1.47 0.84 0.69 0.73 0.75 0.83 0.94 1.00 1.05 1.02 1.01 0.87 0.78 0.96

 611 03455050 36°00′36′′ 83°05′45′′ CLEAR CREEK AT PARROTTSVILLE (1) 9.07 15.2 109 2.203 78 1.24 3 9 03466228

1.34 1.83 9.00 6.64 1.02 1.17 1.40 1.83 2.29 3.12 3.86 4.85 6.08 7.83 9.91 12.4 17.32.11 2.97 21.1 13.1 2.04 2.26 2.58 3.13 3.84 5.29 6.94 9.09 12.1 16.1 21.0 27.9 44.92.39 3.13 20.5 11.7 2.23 2.47 2.79 3.23 3.81 4.84 6.22 8.06 10.8 14.2 19.1 27.0 43.21.23 1.28 0.56 1.40 0.95 0.81 0.87 0.89 0.95 1.01 1.04 1.08 1.03 0.93 0.77 0.67 0.86

 612 034611996 35°46′54′′ 83°13′01′′ CRYING CREEK ABOVE COSBY (1) 2.94 2.88 100 2.214 44 7.01 6 19 03461200

0.40 0.75 8.10 4.53 0.42 0.48 0.59 0.81 1.13 1.84 2.64 3.38 4.25 5.25 7.20 10.9 15.90.39 0.59 4.49 2.54 0.40 0.44 0.49 0.58 0.71 1.01 1.37 1.81 2.38 3.11 4.03 5.38 8.760.51 0.75 5.12 2.96 0.48 0.53 0.62 0.79 1.01 1.39 1.80 2.31 2.98 3.99 5.38 7.38 10.81.03 1.13 1.06 2.47 1.02 0.77 0.80 0.80 0.95 1.24 1.42 1.58 1.77 1.74 1.40 1.06 1.27

 613 03461260 35°48′09′′ 83°14′18′′ CANEY CREEK AT COSBY (1) 5.22 5.28 100 2.214 42 3.31 4 5 03461200

0.42 0.84 8.80 5.10 0.44 0.51 0.63 0.90 1.28 2.16 3.19 4.17 5.33 7.20 11.3 19.4 28.30.77 1.16 8.86 5.46 0.77 0.85 0.98 1.23 1.53 2.20 2.97 3.93 5.11 6.64 8.66 11.4 17.60.76 1.11 8.35 4.68 0.72 0.81 0.94 1.17 1.47 2.04 2.65 3.44 4.54 6.10 8.37 11.7 17.91.02 1.00 1.17 2.66 1.02 0.80 0.82 0.82 0.92 1.11 1.27 1.44 1.67 1.83 1.44 1.08 1.30
94 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 614 03461266 35°48′11′′ 83°14′51′′ GREENBRIER CREEK AT COSBY (1) 4.96 5.01 99 2.214 31 7.82 7 17 03461200 0.79 1.40 11.9 8.30 0.82 0.92 1.12 1.54 2.11 3.39 4.81 6.11 7.63 10.0 13.4 18.5 26.9 0.74 1.13 8.36 5.32 0.73 0.82 0.95 1.21 1.52 2.19 2.96 3.87 4.99 6.38 8.29 10.8 16.7 0.83 1.27 9.13 5.39 0.79 0.88 1.03 1.35 1.77 2.56 3.32 4.25 5.46 7.28 9.88 13.4 19.5 1.01 0.99 1.12 2.57 1.04 0.81 0.83 0.84 0.93 1.12 1.27 1.43 1.62 1.77 1.41 1.07 1.30 615 03461300 35°52′23′′ 83°13′26′′ COSBY CREEK BELOW COSBY (1) 55.3 55.4 87 2.211 39 6.41 14 18 03470000 6.81 11.1 89.4 60.5 6.38 7.22 8.77 12.1 15.8 23.7 32.1 41.7 53.4 67.8 87.6 118 182 5.99 8.90 75.0 44.2 5.78 6.51 7.52 9.45 11.7 16.9 22.6 30.4 40.5 53.8 73.1 103 172 8.25 12.6 101 61.1 7.89 8.86 10.4 13.8 18.4 26.9 36.0 47.1 61.7 82.0 109 146 215 1.46 1.29 0.45 1.49 1.31 1.19 1.21 1.17 1.21 1.24 1.24 1.21 1.12 0.90 0.88 1.07 1.98 616 03461450 35°54′47′′ 83°12′42′′ ENGLISH CREEK NEAR NEWPORT (1) 9.74 9.65 92 2.209 67 4.62 6 20 03461200 0.97 1.80 16.9 10.0 1.02 1.15 1.39 1.89 2.57 4.06 5.69 7.18 8.90 14.0 21.6 36.3 52.8 1.02 1.51 14.1 7.84 1.00 1.13 1.29 1.59 1.98 2.86 3.90 5.26 7.21 9.88 13.6 19.0 30.5 1.57 2.27 16.2 9.30 1.49 1.64 1.90 2.38 3.03 4.03 5.33 6.96 9.18 12.3 16.4 22.6 33.6 1.31 1.35 0.63 1.70 1.19 0.99 1.06 1.09 1.16 1.25 1.27 1.32 1.25 1.08 0.90 0.78 0.94 617 03461508 35°59′13′′ 83°12′28′′ SINKING CREEK NEAR NEWPORT (1) 12.5 12.3 50 2.206 44 4.32 4 5 03461200 1.65 2.70 23.3 14.5 1.72 1.90 2.25 2.94 3.87 5.79 7.80 9.58 11.6 19.2 28.5 46.5 67.7 0.47 0.75 17.5 6.78 0.46 0.54 0.63 0.81 1.06 1.65 2.45 3.66 5.91 9.89 15.2 24.4 42.4 0.53 0.98 20.3 9.27 0.51 0.62 0.78 1.09 1.58 2.63 4.07 6.12 9.12 13.5 19.4 28.9 45.2 0.55 0.81 0.76 1.99 0.71 0.75 0.87 1.05 1.26 1.59 1.62 1.56 1.47 1.09 1.19 1.89 2.95 618 03464650 36°07′24′′ 82°26′37′′ NOLICHUCKY RIVER NEAR ERWIN (1) 639 639 155 2.163 72 3.14 6 8 03465500 192 280 1100 865 187 203 231 284 349 471 590 722 874 980 1170 1469 2058 204 287 1119 909 181 203 235 296 368 482 598 722 866 1023 1218 1506 2042 248 298 1012 824 230 243 268 314 372 456 552 656 790 944 1139 1421 2075 1.23 1.21 0.86 1.04 0.59 0.74 0.78 0.77 0.81 0.89 1.01 1.07 1.14 1.18 1.13 1.18 1.71

 619 03464815 36°07′38′′ 82°26′45′′ SOUTH INDIAN CREEK NEAR ERWIN (1) 81.0 81.0 100 2.163 48 3.18 9 21 03465500

7.80 13.0 92.8 61.0 8.13 9.09 10.8 14.1 18.5 27.4 36.9 48.2 61.9 78.2 147 186 261

11.1 16.4 110 71.6 10.7 12.1 14.0 17.5 21.8 30.2 39.7 51.7 66.6 86.4 113 152 238

14.1 19.9 125 84.5 13.3 14.8 17.0 21.3 26.9 37.3 48.7 62.5 80.6 103 134 179 268

1.58 1.46 0.50 1.41 1.06 1.24 1.27 1.18 1.15 1.13 1.17 1.18 1.11 1.00 0.86 1.06 2.00

 620 03465220 36°09′02′′ 82°25′06′′ NORTH INDIAN CREEK AT ERWIN (1) 57.3 57.3 100 2.161 55 3.19 4 16 03465500

6.90 10.5 68.6 46.1 6.75 7.51 8.83 11.4 14.8 21.5 28.5 36.8 46.7 58.3 74.6 132 1858.24 12.1 72.8 48.6 7.79 8.89 10.3 12.8 15.6 21.3 27.7 35.8 45.6 58.8 76.4 103 161

10.3 14.3 87.7 59.0 9.62 10.7 12.3 15.2 19.1 26.0 33.9 43.5 56.1 72.0 93.2 125 187

1.02 1.04 0.46 1.20 0.75 0.82 0.87 0.88 0.91 0.96 1.00 1.02 0.94 0.87 0.77 0.98 1.90
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report95

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 621 03465600 36°14′12′′ 82°27′50′′ CHEROKEE CREEK NEAR JONESBORO (1) 9.70 9.57 118 2.156 96 1.32 9 11 03485500

1.80 2.60 12.0 7.94 1.80 1.95 2.19 2.63 3.14 4.09 5.05 6.26 7.66 9.29 14.8 21.4 29.71.54 2.07 10.9 7.23 1.37 1.58 1.81 2.16 2.56 3.32 4.15 5.27 6.70 8.61 11.3 15.1 22.61.89 2.38 12.3 7.82 1.75 1.91 2.13 2.42 2.79 3.38 4.28 5.43 7.06 9.07 11.9 16.5 25.71.07 1.13 0.40 1.19 0.77 0.65 0.70 0.74 0.83 0.95 1.00 0.98 0.89 0.76 0.61 0.61 0.74

 622 03465603 36°12′56′′ 82°28′03′′ LITTLE CHEROKEE CREEK AT GARBER (1) 8.73 8.66 115 2.157 92 2.37 3 8 03466228

1.70 2.30 12.4 9.64 1.27 1.47 1.79 2.39 3.05 4.26 5.36 6.86 8.77 11.5 13.1 14.5 16.61.38 1.88 10.2 6.75 1.21 1.42 1.64 1.96 2.34 3.08 3.88 4.95 6.30 8.11 10.6 14.2 21.11.90 2.46 12.2 8.00 1.77 1.91 2.15 2.51 2.96 3.63 4.60 5.81 7.45 9.55 12.3 16.8 25.41.13 1.20 0.41 1.31 0.80 0.67 0.72 0.77 0.87 1.00 1.05 1.05 0.97 0.81 0.63 0.60 0.70

 623 03465610 36°12′12′′ 82°29′26′′ CHEROKEE CREEK AT VINCENT CHURCH (1) 23.1 23.4 117 2.171 95 1.71 8 8 03485500

4.20 6.00 28.4 17.0 4.12 4.44 4.93 5.84 6.88 8.75 10.6 12.9 15.6 22.0 33.5 50.9 70.83.19 4.43 27.6 18.3 2.89 3.32 3.83 4.64 5.65 7.60 9.78 12.7 16.6 21.6 28.1 38.2 59.34.95 6.27 32.2 20.7 4.60 4.99 5.59 6.44 7.55 9.24 11.7 14.8 19.2 24.6 31.8 43.3 66.91.19 1.28 0.54 1.35 0.75 0.69 0.73 0.78 0.88 1.00 1.07 1.09 1.02 0.89 0.71 0.65 0.88

 624 03465631 36°17′00′′ 82°29′04′′ LITTLE LIMESTONE CR BELOW JONESBORO (1) 4.21 4.19 120 2.147 96 1.32 4 6 03467000

1.10 1.40 4.90 4.00 1.09 1.20 1.34 1.49 1.67 2.01 2.47 3.15 4.04 4.10 4.60 5.03 10.30.80 1.09 5.62 3.65 0.75 0.86 0.98 1.15 1.33 1.72 2.16 2.77 3.45 4.24 5.39 7.05 10.70.83 1.04 5.25 3.34 0.77 0.84 0.93 1.05 1.20 1.45 1.82 2.31 3.00 3.85 5.06 7.07 11.01.10 1.12 0.33 1.08 0.77 0.62 0.66 0.70 0.77 0.87 0.90 0.86 0.78 0.69 0.56 0.60 0.74

 625 03465780 36°19′33′′ 82°33′47′′ CLEAR FORK NEAR FAIRVIEW (1) 10.5 10.5 120 2.147 96 1.32 6 12 03466228

0.65 0.95 5.82 4.11 0.48 0.56 0.69 0.95 1.22 1.74 2.21 2.87 3.72 4.97 6.49 14.4 20.01.81 2.42 12.4 8.33 1.61 1.85 2.11 2.52 2.98 3.85 4.78 6.06 7.67 9.82 12.8 16.9 25.32.16 2.69 13.4 8.73 1.99 2.17 2.42 2.74 3.15 3.81 4.81 6.08 7.86 10.0 13.0 18.0 28.01.10 1.14 0.41 1.21 0.77 0.64 0.69 0.74 0.83 0.93 0.98 0.95 0.87 0.75 0.61 0.61 0.74

 626 03465800 36°18′52′′ 82°32′38′′ MUDDY FORK AT FAIRVIEW (1) 9.86 9.95 120 2.147 96 1.32 3 9 03466228

1.30 1.70 9.55 6.96 1.00 1.15 1.39 1.83 2.31 3.19 3.97 5.02 6.36 8.27 10.5 13.5 18.81.71 2.29 11.7 7.86 1.52 1.75 2.00 2.39 2.82 3.64 4.53 5.73 7.25 9.27 12.1 16.0 23.92.04 2.55 12.6 8.25 1.88 2.05 2.29 2.59 2.97 3.60 4.54 5.74 7.42 9.47 12.3 17.0 26.51.10 1.14 0.41 1.21 0.77 0.64 0.69 0.73 0.82 0.93 0.97 0.95 0.87 0.75 0.61 0.61 0.74

 627 03466099 36°13′31′′ 82°38′06′′ JOCKEY CREEK AT LIMESTONE (1) 19.0 18.8 120 2.176 85 1.25 7 14 03466228

2.40 3.40 18.2 13.1 1.79 2.07 2.51 3.34 4.24 5.89 7.38 9.40 12.0 15.7 20.1 26.1 36.22.52 3.54 23.2 15.2 2.28 2.61 3.01 3.71 4.57 6.28 8.18 10.6 13.9 18.2 23.6 32.0 48.93.63 4.58 24.7 15.4 3.37 3.69 4.12 4.70 5.44 6.72 8.49 10.8 14.1 18.1 23.8 32.9 51.91.16 1.26 0.53 1.29 0.75 0.66 0.70 0.74 0.83 0.94 1.00 1.03 1.00 0.87 0.69 0.63 0.83
96 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 628 03466200 36°13′07′′ 82°38′27′′ BIG LIMESTONE CREEK AT LIMESTONE (1) 78.1 75.4 120 2.177 93 1.30 10 14 03467000 10.0 14.5 91.0 65.7 10.1 11.6 13.4 15.4 17.9 23.1 30.5 42.5 59.3 66.3 80.0 93.4 191 13.9 19.3 99.9 67.3 13.3 14.8 16.7 20.0 24.3 32.0 40.2 50.5 63.8 82.2 108 142 214 15.8 19.7 102 66.3 14.7 16.0 17.8 20.4 23.8 29.3 37.0 46.9 60.8 77.3 99.5 135 212 1.28 1.18 0.50 1.09 0.75 0.85 0.89 0.81 0.80 0.81 0.86 0.90 0.91 0.89 0.79 0.90 1.48 629 03466234 36°10′26′′ 82°43′10′′ SINKING CREEK NEAR AFTON (1) 15.5 15.7 120 2.184 82 1.22 6 10 03467000 2.10 2.80 21.5 12.3 2.06 2.32 2.63 2.95 3.37 4.18 5.29 7.01 9.30 12.7 15.0 18.5 37.9 2.43 3.30 19.4 12.4 2.23 2.50 2.85 3.44 4.12 5.46 6.94 8.95 11.7 15.1 19.4 26.1 39.7 2.93 3.71 20.7 12.6 2.72 2.99 3.34 3.81 4.41 5.47 6.91 8.78 11.5 14.9 19.7 27.4 43.5 1.19 1.25 0.53 1.36 0.83 0.71 0.76 0.79 0.86 0.96 1.01 1.04 0.99 0.90 0.73 0.67 0.87 630 03466245 36°09′43′′ 82°42′04′′ HORSE CREEK NEAR TUSCULUM (1) 21.3 21.2 113 2.184 80 2.69 9 9 03467000 2.50 3.50 24.5 18.3 2.47 2.86 3.36 3.90 4.60 6.06 8.19 11.7 16.8 18.7 22.0 25.5 52.1 3.14 4.32 25.6 16.5 2.92 3.27 3.73 4.50 5.42 7.20 9.13 11.7 15.2 19.9 25.8 34.8 54.0 4.53 5.95 32.0 20.4 4.23 4.59 5.20 6.16 7.43 9.34 11.9 15.1 19.4 25.0 32.4 43.8 66.2 1.22 1.30 0.57 1.41 0.87 0.78 0.83 0.85 0.92 1.00 1.06 1.11 1.07 0.94 0.75 0.68 0.94 631 03466256 36°09′55′′ 82°45′17′′ COLLEGE CREEK AT TUSCULUM (1) 3.48 3.48 120 2.186 96 1.32 3 7 03466228 1.00 1.20 3.33 2.54 0.90 0.97 1.07 1.24 1.41 1.67 1.88 2.13 2.42 2.87 3.68 4.78 6.63 0.66 0.88 4.99 3.02 0.66 0.72 0.80 0.92 1.06 1.38 1.76 2.30 2.96 3.69 4.63 5.99 9.50 0.65 0.83 4.56 2.65 0.61 0.66 0.74 0.83 0.96 1.15 1.45 1.85 2.42 3.18 4.25 6.01 9.49 1.10 1.13 0.59 1.59 0.88 0.66 0.69 0.72 0.80 0.95 1.01 1.04 1.09 1.02 0.82 0.73 0.88 632 03466295 36°05′39′′ 82°45′37′′ CAMP CREEK AT CAMP CREEK (1) 9.99 10.0 113 2.190 74 3.33 6 19 03466228 4.50 6.20 36.8 26.6 3.62 4.18 5.08 6.76 8.59 11.9 14.9 19.0 24.2 31.7 40.7 52.8 73.3 1.39 2.01 13.9 8.83 1.28 1.46 1.69 2.10 2.59 3.62 4.76 6.22 8.19 10.9 14.2 19.2 28.4 2.14 2.86 15.6 9.69 2.00 2.17 2.47 2.95 3.58 4.52 5.74 7.26 9.32 12.1 15.8 21.5 32.2 1.32 1.42 0.57 1.60 0.92 0.77 0.83 0.89 0.99 1.13 1.19 1.24 1.17 1.04 0.82 0.73 0.83

 633 03466370 36°05′52′′ 82°51′09′′ RICHLAND CREEK NEAR GREENEVILLE (1) 14.9 14.3 120 2.193 93 1.30 9 14 03467000

3.00 4.00 27.9 20.1 2.92 3.31 3.79 4.30 4.95 6.25 8.07 10.9 14.8 20.7 25.5 29.2 36.42.29 3.05 18.9 11.8 2.13 2.34 2.64 3.18 3.83 5.10 6.52 8.46 11.2 14.7 18.9 25.3 38.52.78 3.50 19.3 11.5 2.59 2.81 3.14 3.57 4.13 5.03 6.36 8.08 10.6 13.8 18.2 25.3 40.01.18 1.23 0.46 1.16 0.83 0.69 0.74 0.75 0.80 0.86 0.89 0.92 0.88 0.79 0.66 0.63 0.79

 634 03466510 36°03′34′′ 82°54′41′′ MEADOW CREEK NEAR CEDAR CREEK (1) 19.6 19.5 116 2.196 59 1.99 4 5 03467000

2.50 3.40 22.6 17.1 2.39 2.74 3.17 3.63 4.23 5.43 7.15 9.92 13.8 17.8 20.2 23.4 47.93.41 4.91 30.3 20.6 3.30 3.64 4.20 5.24 6.47 8.92 11.6 15.1 19.3 24.3 30.5 38.7 59.23.59 4.78 28.4 17.3 3.37 3.72 4.20 4.98 5.99 7.79 9.89 12.6 16.3 21.2 28.2 38.7 60.01.19 1.22 0.54 1.26 0.88 0.75 0.81 0.81 0.86 0.91 0.95 0.97 0.93 0.85 0.72 0.65 0.91
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report97

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 635 03466695 36°09′27′′ 82°57′34′′ LITTLE CHUCKY CR BL MCNEW BRIDGE, RADER (1) 22.5 24.6 70 2.194 39 0.93 4 8 03466228

1.80 2.30 11.0 6.56 1.43 1.60 1.86 2.31 2.77 3.56 4.22 5.08 6.11 7.50 13.0 22.0 42.91.68 2.52 29.1 14.6 1.61 1.83 2.11 2.66 3.36 4.92 6.76 9.28 13.1 19.0 27.8 43.7 77.51.47 2.30 31.6 15.8 1.40 1.68 1.99 2.50 3.22 4.96 7.03 9.92 14.3 20.0 28.7 42.7 71.90.59 0.74 0.43 1.31 0.68 0.68 0.76 0.81 0.89 1.00 1.05 1.05 1.00 0.80 0.83 1.12 1.99

 636 03466700 36°07′28′′ 83°05′37′′ LITTLE CHUCKY CREEK AT WARRENSBURG (1) 40.4 43.2 61 2.199 36 0.92 11 13 03485500

1.80 2.50 15.8 7.59 1.82 1.97 2.20 2.62 3.11 4.01 4.91 6.04 7.33 8.83 16.9 40.0 1242.08 3.19 46.7 20.5 2.01 2.32 2.71 3.41 4.30 6.37 8.91 12.8 18.7 27.5 42.3 72.0 1301.94 3.21 56.0 26.7 1.86 2.28 2.74 3.55 4.71 7.64 11.2 16.4 24.3 34.6 50.3 75.7 1290.55 0.82 0.55 1.91 0.65 0.73 0.87 1.02 1.15 1.43 1.58 1.58 1.39 1.07 1.10 1.76 2.74

 637 03466840 36°18′48′′ 82°48′27′′ LICK CREEK NEAR BAILEYTON (1) 78.0 76.8 99 2.183 44 0.98 4 5 03467000

7.00 9.70 85.0 54.3 6.73 7.78 9.12 10.6 12.5 16.4 22.0 31.4 44.8 57.0 69.0 93.3 191

10.2 14.9 108 68.5 9.88 11.3 13.0 15.9 19.6 27.4 36.3 48.0 62.6 81.3 107 145 231

9.07 12.6 99.7 59.5 8.53 9.82 11.2 13.4 16.4 23.1 30.4 40.0 54.0 70.7 96.1 135 2211.79 1.45 0.50 1.37 1.16 1.31 1.30 1.13 1.07 1.06 1.10 1.14 1.08 0.98 0.83 1.08 2.36

 638 03466870 36°13′18′′ 82°52′05′′ ROARING FORK NEAR GREENEVILLE (1) 20.6 19.9 95 2.188 43 0.76 9 20 03466228

1.40 2.10 12.4 8.78 1.06 1.24 1.52 2.06 2.65 3.76 4.77 6.16 7.96 10.6 13.8 20.5 39.32.47 3.75 27.1 17.8 2.30 2.59 3.06 3.96 5.05 7.28 9.72 12.7 16.2 21.3 27.7 37.2 59.91.94 2.73 24.5 13.4 1.82 2.12 2.42 2.89 3.49 4.94 6.55 8.74 12.0 16.1 22.6 32.8 54.81.11 1.10 0.40 1.21 0.97 0.84 0.89 0.89 0.89 0.89 0.90 0.90 0.85 0.73 0.62 0.61 0.92

 639 03466880 36°14′38′′ 82°53′37′′ ROARING FORK NEAR MOSHEIM (1) 46.4 41.4 77 2.189 31 0.76 8 19 03466228

2.40 3.60 21.2 15.0 1.79 2.09 2.57 3.49 4.50 6.38 8.11 10.5 13.6 18.1 23.7 40.0 88.42.76 4.21 42.8 22.8 2.52 2.96 3.50 4.47 5.59 8.08 10.9 14.8 20.8 29.3 42.6 67.9 1202.67 4.10 51.5 27.0 2.54 3.06 3.58 4.47 5.67 8.82 12.3 17.0 24.2 33.1 47.4 69.9 1191.38 1.19 0.39 1.32 1.46 1.43 1.43 1.30 1.23 1.20 1.18 1.14 1.01 0.80 0.76 1.07 1.95

 640 03466885 36°14′32′′ 82°54′39′′ GRASSY CREEK AT ALBANY (1) 7.99 7.97 50 2.190 48 1.01 9 9 03467000

0.22 0.33 8.10 3.19 0.21 0.25 0.31 0.37 0.45 0.62 0.88 1.35 2.08 3.32 5.50 9.55 19.50.38 0.60 10.9 4.76 0.36 0.44 0.51 0.64 0.83 1.26 1.84 2.73 4.05 6.23 9.24 14.8 25.50.24 0.42 10.1 4.29 0.23 0.28 0.35 0.46 0.63 1.04 1.63 2.50 3.89 5.81 8.68 13.6 23.40.51 0.72 0.92 2.10 0.73 0.74 0.85 1.00 1.12 1.39 1.48 1.52 1.50 1.24 1.32 1.98 2.80

 641 03467490 36°11′14′′ 83°09′53′′ BENT CREEK NEAR SPRINGVALE (1) 41.2 42.8 73 2.198 38 1.03 7 17 03466228

2.10 3.00 16.4 11.8 1.56 1.81 2.20 2.95 3.75 5.24 6.58 8.42 10.8 14.1 18.2 34.0 78.52.98 4.51 48.3 25.0 2.82 3.25 3.79 4.79 5.99 8.70 11.8 16.2 22.7 31.7 45.8 72.6 1262.86 4.43 56.6 29.1 2.72 3.25 3.83 4.83 6.21 9.53 13.4 18.7 26.7 36.9 52.3 76.7 1280.60 0.87 0.45 1.60 0.66 0.73 0.86 0.93 1.04 1.20 1.29 1.29 1.15 0.90 0.90 1.32 2.55
98 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 642 03467895 36°09′30′′ 83°12′44′′ FLAT CREEK NEAR LOWLAND (1) 9.30 9.21 101 2.200 50 1.46 10 13 03467000 0.78 1.10 10.7 6.75 0.75 0.87 1.01 1.17 1.37 1.79 2.39 3.37 4.78 6.98 8.90 11.1 22.7 1.25 1.92 14.4 9.37 1.19 1.35 1.58 2.03 2.57 3.74 5.04 6.64 8.58 11.2 14.6 19.2 29.2 1.18 1.64 12.6 7.04 1.11 1.26 1.44 1.72 2.09 2.85 3.71 4.86 6.53 8.72 12.0 17.1 27.4 1.34 1.41 0.64 1.90 1.13 0.93 0.99 1.01 1.08 1.19 1.24 1.31 1.25 1.11 0.86 0.75 0.85 643 03467993 36°08′03′′ 83°18′47′′ CEDAR CREEK NEAR VALLEY HOME (1) 2.01 2.01 120 2.202 43 1.70 3 9 03491300 0.36 0.52 2.14 1.33 0.38 0.40 0.45 0.52 0.59 0.73 0.88 1.08 1.30 1.57 1.92 2.33 4.36 0.32 0.48 3.06 1.79 0.32 0.35 0.40 0.46 0.57 0.81 1.08 1.40 1.78 2.17 2.74 3.57 5.96 0.31 0.43 2.77 1.56 0.29 0.33 0.37 0.44 0.52 0.69 0.87 1.11 1.45 1.92 2.67 3.79 5.99 0.84 0.83 0.91 1.79 0.78 0.55 0.55 0.52 0.59 0.75 0.87 0.99 1.15 1.34 1.18 0.85 1.03 644 03467998 36°07′21′′ 83°17′44′′ SINKING FORK AT WHITE PINE (1) 6.38 6.46 100 2.202 32 1.54 3 8 03466228 0.65 0.96 5.40 3.74 0.49 0.56 0.69 0.92 1.18 1.65 2.07 2.66 3.40 4.48 6.20 8.76 12.1 0.91 1.43 11.1 7.26 0.89 1.00 1.18 1.53 1.96 2.89 3.94 5.19 6.70 8.66 11.3 14.6 22.1 0.72 1.05 8.92 4.89 0.68 0.78 0.90 1.11 1.37 1.97 2.58 3.38 4.55 6.11 8.61 12.4 19.9 1.31 1.30 0.73 2.05 1.25 0.98 1.01 1.01 1.09 1.22 1.29 1.38 1.44 1.29 0.98 0.76 0.88 645 03468050 36°07′50′′ 83°15′48′′ LONG CREEK NEAR WHITE PINE (1) 30.8 30.3 94 2.201 53 1.31 4 16 03467000 2.70 3.70 42.0 23.2 2.64 3.04 3.55 4.09 4.79 6.22 8.29 11.7 16.5 24.0 33.5 36.8 75.3 3.39 4.94 37.2 22.9 3.23 3.63 4.19 5.19 6.39 8.95 11.8 15.6 20.7 27.6 36.4 50.2 83.2 3.56 5.01 41.6 23.3 3.36 3.83 4.39 5.31 6.52 9.01 12.0 15.9 21.6 28.8 39.5 55.9 90.3 1.65 1.55 0.50 1.49 1.34 1.20 1.26 1.27 1.33 1.30 1.23 1.17 1.14 1.00 0.91 1.00 1.62 646 03468196 36°01′39′′ 83°23′52′′ RIMMER CR AT HWY 70 NR DANDRIDGE (1) 3.48 3.50 120 2.208 91 1.33 3 8 03535000 0.87 1.20 6.70 4.00 0.89 0.97 1.05 1.18 1.34 1.76 2.22 2.83 3.65 4.72 6.01 7.50 9.96 0.55 0.78 5.35 2.98 0.55 0.61 0.67 0.77 0.93 1.27 1.67 2.21 2.90 3.76 4.84 6.46 10.4 0.63 0.81 4.71 2.62 0.59 0.64 0.72 0.82 0.94 1.14 1.43 1.83 2.42 3.21 4.33 6.15 9.77 0.85 0.91 0.99 2.15 0.68 0.51 0.52 0.52 0.63 0.84 0.99 1.12 1.30 1.52 1.25 0.88 1.06

 647 03468250 35°56′18′′ 83°21′37′′ CLEAR CREEK NEAR CHESTNUT HILL (1) 10.4 10.6 50 2.211 53 3.80 4 4 03467000

1.28 1.41 11.0 5.44 1.26 1.32 1.39 1.46 1.54 1.68 1.85 2.67 3.81 5.63 8.32 12.4 25.40.43 0.71 16.1 6.53 0.42 0.50 0.59 0.76 1.00 1.57 2.34 3.52 5.72 9.29 13.6 21.2 36.30.46 0.84 17.3 7.71 0.45 0.54 0.67 0.93 1.33 2.16 3.34 5.04 7.56 11.2 16.2 24.2 38.20.55 0.81 0.94 2.11 0.71 0.74 0.86 1.03 1.24 1.57 1.62 1.58 1.56 1.26 1.36 2.11 2.86

 648 03469100 35°44′20′′ 83°24′59′′ LITTLE PIGEON R NR PITTMAN CENTER (1) 46.1 45.5 100 2.222 19 8.51 11 17 03470000

11.9 19.0 116 95.0 11.3 12.7 15.4 21.0 27.3 40.3 54.3 69.9 89.0 100 113 128 152

6.94 11.0 76.3 54.1 6.49 7.36 8.82 11.9 15.4 22.8 30.9 40.4 49.9 61.8 76.0 99.7 1547.31 11.5 87.5 54.8 7.04 7.98 9.38 12.7 17.2 26.7 34.8 44.2 56.4 73.9 99.6 132 1921.76 1.60 0.58 1.67 1.42 1.27 1.30 1.21 1.21 1.25 1.27 1.31 1.21 1.10 0.98 1.08 2.10
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report99

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 649 03469105 35°45′51′′ 83°18′46′′ WEBB CREEK NEAR COSBY (1) 3.52 3.56 100 2.217 23 8.62 3 5 03461200

0.62 1.10 8.80 6.20 0.64 0.72 0.86 1.16 1.57 2.45 3.40 4.27 5.70 7.50 10.4 13.1 19.10.51 0.82 5.81 3.67 0.51 0.56 0.66 0.82 1.05 1.55 2.11 2.73 3.48 4.35 5.57 7.27 11.60.56 0.87 6.59 3.86 0.53 0.60 0.71 0.94 1.24 1.86 2.40 3.07 3.94 5.26 7.23 9.87 14.30.85 0.88 1.08 2.33 0.86 0.65 0.67 0.66 0.77 0.99 1.15 1.31 1.52 1.65 1.37 1.06 1.27

 650 03469112 35°45′39′′ 83°21′20′′ WEBB CREEK NEAR PITTMAN CENTER (1) 11.2 11.2 100 2.219 22 8.70 4 6 03470000

2.20 3.30 22.5 16.0 2.07 2.32 2.77 3.71 4.73 6.82 9.00 11.4 14.3 17.7 23.3 27.5 36.91.87 3.08 19.0 14.6 1.75 1.99 2.42 3.32 4.37 6.59 8.96 11.6 13.6 16.3 19.9 24.7 38.11.80 2.82 21.1 12.8 1.73 1.95 2.29 3.06 4.09 6.18 8.02 10.2 13.1 17.3 23.5 31.6 45.91.01 0.98 0.59 1.52 0.84 0.69 0.72 0.74 0.81 0.91 0.98 1.06 1.05 1.00 0.83 0.76 0.91

 651 03469119 35°45′31′′ 83°23′38′′ WEBB CREEK AT PITTMAN CENTER (1) 17.8 17.8 100 2.221 22 8.71 6 6 03470000

2.50 4.30 29.0 19.6 2.38 2.70 3.28 4.53 5.92 8.87 12.1 15.6 17.3 22.0 28.4 38.2 59.02.60 4.47 33.7 24.8 2.49 2.83 3.47 4.87 6.56 10.2 14.2 18.7 22.6 28.0 35.0 43.9 67.52.91 4.55 33.9 20.7 2.79 3.15 3.70 4.95 6.65 10.1 13.1 16.6 21.3 28.1 38.0 50.8 73.60.95 1.00 0.53 1.35 0.89 0.76 0.81 0.81 0.86 0.92 0.97 1.02 0.97 0.87 0.72 0.65 0.86

 652 03469130 35°51′38′′ 83°30′13′′ LITTLE PIGEON RIVER NR SEVIERVILLE (1) 110 109 94 2.219 20 8.38 6 7 03470000

17.7 29.0 178 132 16.6 18.8 22.8 31.5 41.2 61.5 83.5 108 122 144 174 235 36315.6 23.4 186 118 14.7 16.5 19.5 25.4 32.4 47.1 63.2 83.7 108 140 184 250 38816.7 26.5 211 134 16.0 18.3 21.6 29.4 40.3 63.4 83.6 107 138 180 241 317 462

1.24 1.11 0.62 1.71 1.10 1.05 1.01 0.93 0.93 1.00 1.07 1.17 1.14 1.06 0.98 1.08 2.25

 653 03469160 35°51′55′′ 83°29′17′′ E FORK LITTLE PIGEON R NR SEVIERVILLE (1) 64.1 63.7 67 2.218 25 7.97 8 11 03470000

4.40 7.00 104 55.0 4.15 4.67 5.61 7.62 9.81 14.4 19.2 33.0 47.0 68.0 102 137 2114.94 7.65 82.8 43.2 4.77 5.35 6.29 8.25 10.7 15.9 21.9 30.5 39.7 55.3 81.9 126 2195.60 9.74 121 67.4 5.43 6.37 7.76 11.0 15.7 25.9 36.8 50.6 69.1 95.4 131 181 2680.65 0.60 0.53 1.65 0.74 0.68 0.68 0.70 0.74 0.78 0.79 0.78 1.26 1.01 1.18 1.85 3.21

 654 03469185 35°48′15′′ 83°32′20′′ MIDDLE CREEK NEAR PIGEON FORGE (1) 5.37 5.45 64 2.223 8 9.19 4 11 03497300

0.21 0.37 12.0 3.40 0.19 0.23 0.28 0.41 0.60 1.03 1.58 2.30 3.20 7.10 15.1 19.7 28.30.40 0.63 10.2 4.98 0.40 0.44 0.52 0.69 0.91 1.42 2.08 2.99 4.20 6.42 9.59 13.3 21.50.30 0.60 10.3 5.21 0.30 0.37 0.46 0.68 1.02 1.94 2.77 3.87 5.36 7.62 11.3 16.3 24.51.01 1.03 1.46 2.34 1.07 0.99 1.05 1.16 1.28 1.47 1.57 1.76 1.97 1.71 1.64 1.49 1.79

 655 03469225 35°38′14′′ 83°29′34′′ W PRONG L PIGEON R NR MT LE CONTE (1) 13.6 14.4 100 2.231 28 7.01 3 5 03470000

2.90 4.70 25.0 20.5 2.69 3.05 3.71 5.14 6.73 10.1 13.7 17.9 19.5 22.3 24.6 29.0 44.82.34 3.68 25.1 17.8 2.24 2.51 2.99 3.96 5.12 7.54 10.2 13.5 16.5 20.4 25.0 31.2 49.12.32 3.55 26.7 15.6 2.23 2.49 2.92 3.83 5.06 7.42 9.64 12.4 15.9 21.2 28.8 39.0 57.30.85 0.86 0.64 1.58 0.80 0.67 0.69 0.70 0.77 0.90 1.00 1.10 1.12 1.08 0.91 0.84 1.03
100 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 656 03469230 35°40′36′′ 83°31′39′′

W PR LITTLE PIGEON RIVER NR GATLINBURG (1) 20.0 20.3 108 2.232 22 7.71 3 5 03470000

4.30 7.20 38.0 32.0 4.04 4.57 5.56 7.68 10.1 15.0 20.4 26.5 30.0 33.0 37.0 42.7 65.93.60 6.10 41.5 31.9 3.46 3.92 4.78 6.70 8.97 13.8 19.1 24.8 29.9 35.8 43.3 53.2 77.73.56 5.45 38.3 23.3 3.42 3.83 4.47 5.90 7.82 11.7 14.9 18.8 24.0 31.5 42.6 56.8 83.01.11 1.17 0.60 1.37 0.92 0.80 0.86 0.87 0.93 1.01 1.05 1.11 1.06 0.97 0.82 0.80 1.14

 657 03469238 35°41′15′′ 83°32′07′′

W PR LITTLE PIGEON RIVER AB GATLINBURG (1) 24.0 24.2 112 2.231 20 8.04 8 12 03470000

4.20 7.00 43.0 34.0 3.91 4.45 5.45 7.63 10.1 15.4 21.1 27.7 31.0 37.0 43.0 51.3 79.15.02 7.94 49.9 37.5 4.79 5.37 6.41 8.71 11.4 17.0 23.0 29.7 35.9 43.0 51.2 63.3 92.64.46 6.80 46.3 28.7 4.28 4.79 5.58 7.39 9.80 14.7 18.7 23.4 29.5 38.6 52.1 69.1 1001.13 1.09 0.58 1.24 0.94 0.81 0.84 0.81 0.82 0.86 0.90 0.95 0.92 0.89 0.83 0.80 1.18

 658 03469253 35°42′23′′ 83°31′28′′

W PR L PIGEON R, SMOKEY MTNS NATL PARK (1) 31.8 31.9 124 2.230 17 8.45 4 4 03470000

4.90 8.50 57.0 45.0 4.91 5.60 6.88 9.67 12.8 19.6 27.1 35.7 46.4 49.0 55.0 67.9 1057.31 11.4 66.5 49.3 6.92 7.77 9.21 12.4 16.0 23.5 31.5 40.3 48.3 56.8 67.3 83.1 1216.66 10.0 61.6 40.0 6.40 7.13 8.25 10.9 14.4 21.7 27.0 33.2 41.2 53.0 71.0 92.9 1341.52 1.33 0.69 1.21 1.16 0.97 0.97 0.87 0.86 0.86 0.89 0.95 0.95 0.95 0.92 0.90 1.31

 659 03469280 35°42′53′′ 83°29′11′′ ROARING FORK AT GATLINBURG (1) 6.30 6.36 100 2.227 11 9.18 3 5 03470000

1.70 2.70 12.3 10.9 1.58 1.79 2.15 2.93 3.79 5.57 7.47 9.58 10.4 11.2 12.2 13.5 20.81.06 1.77 12.2 9.25 1.00 1.13 1.39 1.95 2.63 4.06 5.57 7.08 8.59 10.4 13.2 16.5 24.40.83 1.39 12.1 7.11 0.81 0.93 1.11 1.53 2.10 3.46 4.47 5.71 7.32 9.77 13.8 18.8 27.40.85 0.86 1.11 2.17 0.82 0.66 0.69 0.71 0.79 0.93 1.05 1.20 1.40 1.59 1.30 1.02 1.23

 660 03469282 35°43′01′′ 83°30′41′′ ROARING FORK CR, HWY 441 AT GATLINBURG (1) 7.23 7.19 100 2.228 11 9.25 15 16 03470000

1.80 2.90 13.8 12.0 1.68 1.90 2.31 3.17 4.13 6.14 8.31 10.8 11.7 12.5 13.6 15.4 23.81.20 2.02 13.7 10.5 1.13 1.29 1.58 2.22 2.99 4.61 6.32 8.02 9.70 11.8 15.0 18.6 27.30.95 1.58 13.8 8.08 0.92 1.06 1.26 1.74 2.39 3.93 5.10 6.50 8.33 11.1 15.6 21.3 31.10.82 0.84 1.17 2.03 0.81 0.65 0.69 0.70 0.78 0.93 1.05 1.19 1.38 1.55 1.32 1.09 1.32

 661 03469290 35°43′48′′ 83°27′02′′ DUDLEY CREEK NEAR GATLINBURG (1) 3.89 3.90 100 2.224 7 9.72 3 5 03470000

0.37 0.58 6.29 3.70 0.35 0.39 0.47 0.65 0.84 1.24 1.68 2.16 3.10 4.30 6.16 8.31 12.80.75 1.24 7.15 5.70 0.71 0.80 0.98 1.35 1.78 2.67 3.58 4.47 5.36 6.18 7.65 9.31 14.20.45 0.78 7.44 4.34 0.44 0.52 0.62 0.87 1.21 2.11 2.73 3.49 4.47 5.97 8.59 11.8 17.30.95 0.92 1.10 2.31 0.98 0.76 0.79 0.80 0.89 1.03 1.12 1.27 1.50 1.68 1.35 0.98 1.20

 662 03469400 35°44′01′′ 83°31′13′′

W PR LITTLE PIGEON R AT GATLINBURG (1) 59.9 60.2 117 2.228 13 8.90 4 9 03470000

11.5 18.0 108 82.0 10.8 12.2 14.7 20.0 25.9 38.1 51.0 65.5 77.0 92.0 105 128 198

12.7 19.5 123 88.4 11.9 13.4 15.8 21.2 27.6 40.7 54.8 70.3 85.2 103 125 160 232

11.2 17.4 118 77.4 10.8 12.2 14.2 19.3 26.0 41.2 52.0 64.3 80.1 103 139 181 262

1.38 1.39 1.14 1.93 1.05 0.98 1.01 0.94 0.95 1.03 1.13 1.25 1.29 1.34 1.30 1.18 1.81
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report101

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 663 03469500 35°48′21′′ 83°34′28′′ W PRONG LITTLE PIGEON R NR PIGEON FORGE (1) 76.2 76.6 116 2.225 13 8.83 10 16 03470000

12.3 20.0 133 98.0 11.6 13.1 15.9 21.9 28.5 42.4 57.4 74.2 89.0 109 130 163 25115.8 24.1 156 111 15.0 16.8 19.8 26.4 34.4 50.5 67.7 86.9 106 130 160 207 30014.2 22.1 150 99.4 13.7 15.5 18.1 24.6 33.2 52.7 66.6 82.6 103 132 177 230 333

1.42 1.47 1.15 2.01 1.06 1.02 1.05 0.99 1.01 1.09 1.20 1.33 1.35 1.40 1.35 1.21 1.88

 664 03469610 35°43′47′′ 83°37′43′′ COVE CREEK AT HATCHERTOWN (1) 2.64 8.57 91 2.233 63 5.95 6 19 03497300

1.70 2.40 10.8 9.01 1.68 1.84 2.08 2.60 3.27 4.53 5.86 7.32 8.93 10.3 11.1 12.2 13.90.88 1.31 14.0 7.53 0.89 0.99 1.13 1.39 1.75 2.57 3.58 4.92 6.97 9.75 13.4 18.4 29.01.40 2.05 15.4 8.48 1.33 1.46 1.71 2.16 2.79 3.75 4.97 6.49 8.58 11.6 15.6 21.4 31.70.93 0.89 1.36 2.28 0.92 0.75 0.78 0.78 0.86 1.01 1.15 1.33 1.57 1.68 1.61 1.32 1.66

 665 03469620 35°48′03′′ 83°35′17′′ WALDEN CREEK NEAR PIGEON FORGE (1) 50.2 50.2 67 2.225 27 7.92 5 5 03470000

4.70 7.90 78.0 47.0 4.43 5.01 6.08 8.38 10.9 16.3 22.1 28.7 41.0 57.0 79.5 107 1663.92 5.99 61.1 31.4 3.75 4.22 4.92 6.38 8.15 11.9 16.3 22.5 29.2 40.3 59.9 92.6 1644.42 7.66 96.0 52.0 4.29 5.01 6.10 8.58 12.2 19.9 28.4 39.1 53.5 74.3 103 142 2110.60 0.56 0.53 1.74 0.71 0.64 0.65 0.67 0.71 0.76 0.78 0.78 1.30 1.01 1.16 1.76 3.06

 666 03470180 35°54′36′′ 83°39′32′′ KNOB CREEK NEAR OAK CITY (1) 25.4 25.1 65 2.219 21 1.21 8 8 03497300

0.51 0.78 17.2 5.60 0.48 0.54 0.62 0.81 1.05 1.55 2.09 2.71 5.50 10.3 21.1 46.0 1341.63 2.25 22.7 11.1 1.52 1.63 1.85 2.35 2.92 4.06 5.28 6.97 9.88 14.8 23.6 41.7 80.41.14 1.95 34.6 16.3 1.10 1.36 1.64 2.18 2.94 4.99 7.21 10.3 15.1 21.6 32.0 48.0 81.10.49 0.67 0.46 1.39 0.61 0.62 0.70 0.79 0.93 1.14 1.20 1.15 1.01 0.83 0.95 1.48 2.58

 667 03470220 36°00′27′′ 83°31′45′′ DUMPLIN CREEK NEAR PIEDMONT (1) 22.8 22.8 102 2.211 57 1.41 10 12 03470000

2.64 4.30 36.9 24.9 2.63 2.98 3.62 4.99 6.52 9.75 13.2 17.2 22.0 28.0 36.1 48.7 75.23.24 4.73 34.7 22.3 3.12 3.48 4.03 5.05 6.26 8.77 11.6 15.3 20.0 26.2 33.9 44.5 71.43.09 4.25 31.9 17.9 2.92 3.28 3.74 4.46 5.41 7.27 9.48 12.4 16.7 22.2 30.2 42.6 68.31.28 1.31 0.56 1.39 1.04 0.91 0.96 0.97 1.02 1.05 1.07 1.10 1.02 0.92 0.77 0.71 1.03

 668 03470247 35°58′35′′ 83°36′23′′ DUMPLIN CR AT HWY 66 NR KODAK P.O. (1) 43.5 43.9 103 2.214 58 1.40 10 12 03470000

5.30 8.70 70.4 47.6 5.02 5.68 6.90 9.53 12.4 18.6 25.3 32.8 42.0 53.4 68.9 92.9 1436.37 9.05 67.2 42.0 6.24 6.93 7.93 9.70 11.9 16.4 21.7 29.0 38.7 49.9 63.7 84.3 1406.19 8.44 62.2 35.4 5.84 6.55 7.46 8.92 10.8 14.5 19.0 24.7 33.1 43.9 59.3 82.9 1331.84 1.66 0.59 1.60 1.45 1.28 1.31 1.22 1.21 1.18 1.19 1.23 1.15 1.05 0.95 1.02 2.10

 669 03470260 35°59′36′′ 83°36′41′′ TUCKAHOE CR AT HWY 66 NR KODAK P.O. (1) 5.11 5.06 80 2.213 56 0.94 6 10 03535000

0.57 0.81 7.46 3.84 0.58 0.65 0.72 0.84 0.98 1.38 1.84 2.49 3.42 4.71 6.38 8.73 14.60.50 0.75 7.74 4.13 0.51 0.57 0.65 0.79 0.97 1.39 1.92 2.66 3.67 5.08 6.96 9.84 15.90.39 0.58 6.50 3.12 0.37 0.43 0.50 0.61 0.75 1.05 1.44 1.99 2.84 3.98 5.71 8.53 14.31.64 1.58 1.31 2.59 1.65 1.32 1.37 1.43 1.55 1.67 1.73 1.90 1.98 1.83 1.53 1.24 1.59
102 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 670 03470330 35°58′02′′ 83°42′07′′ TUCKAHOE CREEK AT PETERS MILL (1) 28.3 27.5 80 2.237 58 0.96 6 10 03535000 3.00 4.20 36.9 19.3 3.07 3.43 3.77 4.36 5.08 7.11 9.41 12.6 17.2 23.6 31.7 48.3 81.0 2.50 3.57 39.2 20.0 2.41 2.71 3.08 3.77 4.67 6.77 9.29 12.8 18.3 26.0 35.8 51.0 86.4 2.23 3.26 37.3 17.9 2.12 2.46 2.86 3.49 4.34 6.14 8.45 11.7 16.6 23.2 32.9 48.3 81.1 1.13 1.05 0.42 1.46 1.12 0.98 1.00 1.00 1.05 1.13 1.12 1.10 1.07 0.89 0.85 0.96 1.52 671 03472600 36°31′14′′ 81°55′55′′ BEAVERDAM CREEK AT SHADY VALLEY (1) 14.3 14.4 100 2.096 56 3.63 6 8 03485500 2.30 3.70 23.3 16.9 2.26 2.52 2.94 3.78 4.81 6.87 9.15 12.3 16.1 20.9 25.3 31.5 43.8 1.77 2.47 13.9 8.88 1.50 1.82 2.12 2.57 3.09 4.14 5.32 6.81 8.74 11.3 15.4 23.1 33.5 2.76 3.85 20.4 15.3 2.56 2.85 3.28 4.03 5.01 6.76 8.77 11.2 14.1 17.7 22.6 30.3 44.1 0.82 0.86 0.49 1.53 0.77 0.74 0.80 0.85 0.96 1.14 1.25 1.18 1.02 0.88 1.06 2.19 2.59 672 03476509 36°32′49′′ 82°07′49′′ PAPERVILLE CREEK NEAR RUTHTON (1) 18.0 22.3 120 2.102 59 1.31 5 7 03485500 2.30 3.80 29.3 19.8 2.21 2.50 2.95 3.88 5.04 7.43 10.2 14.0 18.8 25.0 31.8 39.7 55.2 3.39 4.68 25.4 16.3 2.95 3.58 4.12 4.90 5.84 7.61 9.67 12.4 15.8 20.7 26.7 37.0 51.2 4.34 5.57 27.1 20.0 3.99 4.45 4.98 5.77 6.75 8.77 11.1 13.9 17.6 21.8 28.2 38.4 59.3 0.85 0.91 0.49 1.24 0.65 0.64 0.68 0.72 0.83 0.98 1.07 1.00 0.87 0.78 0.95 1.73 2.35 673 03476515 36°31′28′′ 82°07′53′′ BEIDLEMAN CREEK NEAR CAYWOOD FORD (1) 27.4 25.1 120 2.104 59 1.28 11 29 03487550 4.90 7.40 47.0 30.7 3.51 5.43 6.71 7.81 9.34 13.1 17.7 23.6 31.2 40.9 46.0 55.0 67.8 3.73 5.23 29.6 18.7 3.21 4.02 4.66 5.49 6.49 8.53 11.0 14.1 18.3 24.1 31.3 43.8 60.4 4.87 6.26 30.5 22.5 4.48 5.01 5.60 6.49 7.59 9.86 12.4 15.6 19.9 24.6 31.7 43.2 66.9 0.98 1.03 0.51 1.27 0.72 0.72 0.77 0.81 0.93 1.07 1.13 1.05 0.89 0.80 0.97 1.71 2.13 674 03476960 36°25′38′′ 82°15′54′′ INDIAN CREEK AT CHILDRESS (1) 6.79 6.76 70 2.118 23 1.45 4 11 03487550 0.22 0.34 4.50 1.46 0.15 0.24 0.30 0.35 0.42 0.60 0.82 1.11 1.49 1.97 4.30 11.0 16.8 0.32 0.45 4.49 2.09 0.28 0.34 0.40 0.48 0.58 0.80 1.08 1.49 2.03 2.74 4.54 9.36 15.4 0.41 0.68 8.37 4.89 0.39 0.48 0.57 0.74 0.97 1.59 2.24 3.12 4.35 5.88 8.38 12.3 19.9 0.80 0.82 0.55 1.92 1.08 0.93 0.96 1.03 1.13 1.32 1.44 1.40 1.23 1.06 1.32 2.13 2.83

 675 03476980 36°27′30′′ 82°15′27′′ INDIAN CREEK NEAR BLUFF CITY (1) 18.4 17.5 73 2.115 30 1.11 16 20 03485500

0.65 0.94 7.50 3.03 0.64 0.70 0.79 0.95 1.15 1.51 1.89 2.36 2.92 3.57 11.7 40.6 56.40.92 1.37 11.9 6.06 0.76 0.96 1.15 1.43 1.74 2.46 3.34 4.52 6.10 7.98 12.9 26.2 42.21.20 1.88 21.0 12.7 1.13 1.37 1.61 2.05 2.63 4.15 5.80 8.01 11.1 14.9 20.8 30.3 49.21.06 1.12 0.52 2.04 1.43 1.44 1.49 1.53 1.65 1.79 1.85 1.68 1.37 1.14 1.40 1.99 2.42

 676 03478480 36°35′38′′ 82°11′12′′ BEAVER CR BL VA-TN STATE LINE, BRISTOL (1) 35.4 35.5 114 2.102 82 1.63 4 10 03477500

8.50 10.0 36.4 26.6 8.71 9.02 9.46 10.9 12.2 14.3 17.4 21.4 26.6 34.6 43.4 54.5 71.86.67 9.17 45.8 31.2 6.17 7.03 7.97 9.55 11.5 15.1 19.0 24.1 30.4 39.8 50.2 62.5 88.97.59 9.65 45.0 33.7 6.97 7.67 8.61 9.98 11.7 14.8 18.8 23.7 30.1 37.3 47.0 63.3 96.21.03 1.08 0.55 1.37 0.76 0.78 0.82 0.88 1.04 1.21 1.27 1.17 0.99 0.88 1.05 2.05 2.21
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report103

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 677 03478496 36°35′34′′ 82°11′17′′ LITTLE CREEK AT BRISTOL (1) 8.83 8.83 115 2.102 82 1.63 5 13 03477500

1.10 1.40 5.30 3.51 1.15 1.19 1.24 1.43 1.61 1.89 2.30 2.82 3.51 4.58 7.80 13.6 17.91.48 2.00 10.2 7.11 1.24 1.48 1.72 2.09 2.50 3.30 4.17 5.32 6.80 8.64 10.9 13.9 20.31.82 2.32 11.0 7.91 1.67 1.84 2.06 2.37 2.77 3.45 4.37 5.51 7.03 8.79 11.3 15.4 23.50.77 0.79 0.37 1.06 0.67 0.60 0.63 0.65 0.71 0.83 0.90 0.83 0.72 0.64 0.76 1.08 1.33

 678 03478550 36°33′33′′ 82°13′21′′ BEAVER CREEK AB WWTP AT BRISTOL (1) 48.0 47.7 114 2.106 80 1.60 7 15 03477500

10.1 11.9 42.9 31.4 10.4 10.8 11.3 12.9 14.5 17.0 20.7 25.3 31.4 40.8 51.1 64.0 97.410.2 13.7 62.6 44.8 9.58 10.8 12.1 14.3 16.8 21.6 27.1 34.2 43.0 55.1 68.2 84.3 12410.1 12.9 60.8 45.6 9.32 10.3 11.5 13.4 15.8 20.0 25.4 32.1 40.8 50.5 63.7 85.5 130

1.04 1.12 0.73 1.68 0.80 0.79 0.83 0.91 1.18 1.36 1.46 1.41 1.22 1.08 1.29 1.62 2.33

 679 03478590 36°32′26′′ 82°13′34′′ CEDAR CREEK NEAR BRISTOL (1) 8.32 9.14 102 2.107 68 1.40 5 12 03477500

2.24 2.65 9.50 6.97 2.32 2.40 2.52 2.88 3.23 3.79 4.60 5.61 6.97 9.03 11.3 14.1 16.91.32 1.81 9.79 6.54 1.10 1.33 1.56 1.89 2.27 3.02 3.86 4.95 6.37 8.08 10.6 14.6 21.61.43 1.91 11.2 7.61 1.32 1.48 1.69 1.97 2.35 3.07 3.99 5.15 6.73 8.57 11.3 15.7 24.40.76 0.80 0.41 1.25 0.76 0.68 0.71 0.75 0.82 0.96 1.04 0.97 0.84 0.73 0.86 1.22 1.48

 680 03478600 36°31′26′′ 82°15′47′′ BACK CREEK NEAR BLUFF CITY (1) 12.2 12.2 86 2.110 44 1.15 15 19 03478400

1.67 2.20 11.9 9.17 1.37 1.51 1.80 2.32 2.84 3.99 5.35 6.92 9.37 12.4 13.6 21.5 27.81.17 1.65 10.4 6.25 0.96 1.20 1.42 1.71 2.06 2.81 3.69 4.80 6.26 8.03 11.5 19.4 29.11.24 1.79 14.6 9.29 1.15 1.35 1.56 1.89 2.33 3.36 4.52 6.05 8.16 10.6 14.5 20.7 33.00.81 0.86 0.52 1.74 0.90 0.87 0.92 0.98 1.09 1.30 1.43 1.36 1.15 0.98 1.22 2.61 3.19

 681 03478610 36°30′26′′ 82°16′25′′ BEAVER CR, THOMAS BRIDGE NR BLUFF CITY (1) 95.0 96.0 105 2.112 68 1.44 7 19 03477500

17.1 20.3 75.3 54.8 17.7 18.4 19.3 22.1 24.9 29.3 35.8 43.9 54.8 71.5 89.8 111 19318.2 24.5 126 85.4 17.3 19.3 21.6 25.5 30.6 40.1 51.2 64.9 82.2 104 134 177 26417.1 22.4 123 89.7 15.8 17.7 20.0 23.6 28.4 37.4 48.5 62.1 80.2 100 128 172 266

0.87 1.02 0.90 2.11 0.69 0.74 0.79 0.93 1.21 1.46 1.70 1.86 1.81 1.72 1.47 1.76 2.49

 682 03478615 36°31′19′′ 82°18′12′′ EVANS CREEK NEAR BLOUNTVILLE (1) 2.50 4.58 99 2.112 41 0.93 4 11 03487550

0.28 0.41 3.00 1.69 0.19 0.30 0.37 0.43 0.52 0.72 0.98 1.30 1.72 2.25 2.95 4.06 6.180.48 0.65 4.01 2.48 0.40 0.49 0.57 0.68 0.80 1.05 1.35 1.78 2.30 2.96 4.11 6.32 9.740.52 0.72 5.20 3.31 0.48 0.56 0.63 0.75 0.90 1.26 1.64 2.15 2.87 3.72 5.10 7.35 11.90.93 0.96 0.38 1.37 0.93 0.80 0.85 0.89 0.96 1.12 1.21 1.11 0.95 0.76 0.87 1.19 1.45

 683 03481400 36°14′56′′ 81°58′38′′ ELK RIVER NEAR ELK MILLS (1) 60.4 60.4 89 2.157 90 3.70 6 10 03485500

12.1 17.3 73.6 55.6 11.9 13.0 14.6 17.7 21.3 27.9 34.8 43.5 53.6 65.4 80.1 115 185

7.69 11.5 84.3 51.8 7.54 8.42 9.65 12.2 15.9 22.3 29.5 39.0 51.8 67.9 89.0 116 180

10.8 15.1 94.4 62.4 10.1 11.1 12.9 15.9 20.1 26.3 35.0 45.8 59.8 77.5 98.8 132 196

0.83 0.87 0.35 1.09 0.67 0.72 0.78 0.81 0.87 0.92 0.95 0.93 0.82 0.70 0.66 0.87 1.71
104 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 684 03481600 36°29′23′′ 81°48′52′′ CORN CREEK AT MOUNTAIN CITY (1) 5.34 5.32 83 2.094 45 2.48 4 10 03478400 0.30 0.40 2.54 1.89 0.22 0.25 0.30 0.40 0.51 0.74 1.03 1.38 1.94 2.65 3.66 6.50 12.2 0.45 0.63 4.72 2.56 0.38 0.47 0.56 0.67 0.80 1.08 1.42 1.90 2.54 3.36 4.82 7.80 12.1 0.63 0.93 6.97 4.69 0.58 0.67 0.79 0.98 1.24 1.79 2.41 3.20 4.23 5.50 7.34 10.3 15.6 0.84 0.92 0.50 1.95 1.04 0.89 0.93 1.02 1.16 1.41 1.57 1.49 1.25 1.01 1.32 2.26 2.93 685 03481625 36°29′11′′ 81°48′32′′ GOOSE CREEK NEAR MOUNTAIN CITY (1) 12.6 12.4 80 2.094 38 2.20 13 13 03478400 1.70 2.10 6.49 5.40 1.42 1.52 1.72 2.06 2.37 3.02 3.70 4.43 5.48 6.66 8.15 15.0 28.7 1.01 1.45 9.98 5.69 0.83 1.05 1.25 1.50 1.82 2.51 3.32 4.37 5.75 7.39 11.0 19.9 30.4 1.30 1.97 16.1 10.9 1.22 1.42 1.67 2.11 2.71 4.04 5.50 7.36 9.80 12.7 17.0 23.9 36.6 0.78 0.81 0.48 1.65 0.92 0.87 0.92 0.98 1.08 1.27 1.38 1.28 1.10 0.95 1.13 2.41 2.81 686 03481700 36°29′03′′ 81°47′55′′ FURNACE CREEK AT MOUNTAIN CITY (1) 6.77 6.70 75 2.093 52 3.41 2 5 03478400 1.10 1.40 4.48 3.68 0.89 0.96 1.09 1.32 1.54 1.98 2.47 2.99 3.74 4.60 5.71 9.40 15.4 0.59 0.84 6.91 3.69 0.50 0.62 0.73 0.89 1.08 1.51 2.02 2.73 3.69 4.92 6.96 10.8 17.2 0.76 1.16 9.27 6.20 0.71 0.82 0.96 1.23 1.59 2.31 3.18 4.28 5.69 7.46 9.88 13.8 20.6 0.86 0.90 0.54 1.95 1.14 0.98 1.02 1.10 1.23 1.47 1.61 1.51 1.29 1.09 1.42 2.44 3.10 687 03481800 36°28′01′′ 81°48′15′′ TOWN CREEK AT MOUNTAIN CITY (1) 24.4 24.2 78 2.094 46 2.51 13 14 03485500 1.30 2.20 18.1 13.1 1.38 1.57 1.86 2.46 3.23 4.81 6.62 9.17 12.4 16.7 21.5 35.0 74.8 1.93 2.89 23.5 12.6 1.70 2.09 2.46 3.03 3.76 5.31 7.14 9.54 12.8 16.9 24.8 42.0 64.5 2.73 4.10 32.5 22.4 2.54 2.96 3.47 4.41 5.67 8.33 11.4 15.3 20.3 26.3 34.7 48.1 72.9 0.86 1.01 0.66 2.24 0.95 0.99 1.09 1.26 1.55 1.79 1.93 1.81 1.54 1.30 1.59 2.24 2.49 688 03481815 36°25′47′′ 81°48′39′′ ROAN CREEK NEAR MOUNTAIN CITY (1) 70.0 69.9 76 2.095 70 3.33 4 4 03482000 5.90 9.30 71.4 40.9 6.04 6.53 7.34 9.68 13.3 19.3 25.5 33.8 44.5 58.3 76.9 100 146 8.36 12.4 92.6 54.2 7.95 9.06 10.4 13.1 16.6 23.2 30.9 41.0 54.3 72.0 95.8 133 204 9.47 13.9 99.9 71.7 8.82 10.0 11.8 14.9 19.3 27.2 37.5 50.2 66.3 85.1 108 147 217 0.84 1.03 0.91 2.76 0.87 0.91 1.00 1.26 1.74 2.18 2.45 2.46 2.07 1.72 1.84 2.25 2.77

 689 03482200 36°23′39′′ 81°58′03′′ DOE CREEK AT DOEVILLE (1) 36.0 36.0 81 2.101 46 2.57 11 14 03478400

18.7 22.5 62.0 56.8 15.6 16.6 18.7 22.3 25.6 32.3 39.4 46.9 57.6 63.0 68.0 74.0 82.0

3.05 4.58 35.7 20.0 2.77 3.33 3.91 4.83 6.01 8.43 11.3 15.1 20.1 26.6 37.5 62.1 95.54.38 6.52 49.2 34.3 4.09 4.73 5.53 7.00 9.00 13.1 17.9 23.7 31.4 40.3 52.8 72.6 1100.88 1.04 0.76 2.35 0.90 0.93 1.03 1.24 1.56 1.80 1.96 1.91 1.69 1.49 1.77 2.03 2.58

 690 03484200 36°22′17′′ 82°09′19′′ STONY CREEK AT HUNTER (1) 57.8 58.8 106 2.111 57 2.97 12 16 03485500

8.60 12.5 72.0 40.0 8.40 9.15 10.3 12.5 15.0 19.8 24.6 30.8 38.0 57.0 84.0 127 1779.58 13.0 65.6 43.8 8.84 10.4 11.7 13.5 15.8 20.5 26.0 33.1 41.8 53.6 70.3 98.6 148

12.1 16.4 83.9 63.8 11.3 12.5 14.2 17.4 21.4 28.8 37.0 46.8 59.0 73.3 92.6 122 181

0.98 1.10 0.75 1.82 0.74 0.78 0.84 0.96 1.22 1.42 1.57 1.57 1.38 1.21 1.40 1.73 2.42
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report105

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 691 03484420 36°11′43′′ 82°03′58′′ BUCK CREEK AT ROAN MOUNTAIN (1) 13.8 13.7 93 2.160 90 3.86 3 4 03479000

1.43 2.10 13.9 9.66 1.30 1.47 1.76 2.20 2.90 4.28 5.70 7.15 8.93 11.2 14.0 18.3 50.82.02 2.88 17.9 11.2 1.75 2.10 2.45 2.97 3.65 4.98 6.45 8.37 10.8 14.0 18.0 23.9 36.42.51 3.48 21.1 13.5 2.35 2.57 2.96 3.62 4.50 5.79 7.63 9.91 12.9 16.9 21.8 29.6 43.81.18 1.22 0.43 1.29 1.07 0.93 0.99 1.03 1.07 1.10 1.09 1.06 0.92 0.74 0.72 0.74 0.88

 692 03484797 36°16′28′′ 82°10′51′′ LITTLE DOE RIVER AT ALLENTOWN (1) 32.6 32.6 100 2.158 83 3.74 3 5 03485500

9.20 12.9 53.1 40.5 9.14 9.92 11.1 13.4 16.0 20.8 25.7 31.9 39.0 47.3 57.6 71.9 99.95.42 7.54 41.5 27.9 5.24 5.72 6.47 7.81 9.57 12.8 16.3 20.9 26.6 33.7 43.7 56.8 90.16.72 9.12 50.6 34.0 6.28 6.84 7.84 9.55 11.8 15.2 19.8 25.4 32.6 41.8 53.3 71.3 1051.87 1.76 0.50 1.58 1.61 1.54 1.63 1.56 1.50 1.41 1.39 1.36 1.21 0.96 0.81 0.90 1.46

 693 03484911 36°17′15′′ 82°10′18′′ LAUREL FORK CREEK AT HAMPTON (1) 25.5 25.9 77 2.157 81 3.67 7 16 03485500

2.20 3.70 29.2 19.5 2.14 2.42 2.87 3.77 4.92 7.27 9.95 13.7 18.5 24.6 32.9 45.8 74.72.58 4.22 38.2 21.9 2.41 2.94 3.51 4.46 5.71 8.45 11.7 15.8 21.2 28.4 37.6 50.6 80.83.43 5.05 40.0 24.6 3.23 3.62 4.25 5.36 6.91 9.44 13.0 17.5 23.5 31.3 40.9 56.4 84.50.56 0.84 0.54 2.03 0.61 0.66 0.78 0.91 1.07 1.35 1.52 1.57 1.39 1.02 1.06 1.19 1.94

 694 03486230 36°19′42′′ 82°16′15′′ BUFFALO CREEK AT RIO VISTA (1) 39.0 39.0 103 2.122 76 2.00 7 10 03485500

6.27 8.90 50.0 30.0 6.15 6.69 7.52 9.09 10.9 14.3 17.8 22.2 27.3 44.0 60.0 86.0 1206.40 9.02 48.3 33.2 6.04 6.79 7.74 9.39 11.5 15.4 19.8 25.3 32.3 41.4 52.4 68.3 1047.28 9.65 52.4 37.1 6.73 7.46 8.48 10.1 12.2 15.8 20.5 26.2 33.8 42.7 54.6 73.8 1121.01 1.07 0.60 1.63 0.88 0.87 0.91 0.97 1.10 1.24 1.32 1.29 1.13 0.98 1.05 1.40 2.28

 695 03486313 36°19′08′′ 82°19′17′′ SINKING CREEK AT JOHNSON CITY (1) 10.4 10.4 111 2.155 75 2.97 3 9 03466228

3.13 3.94 12.7 10.2 2.57 2.84 3.24 3.95 4.66 5.85 6.82 8.07 9.53 11.5 13.6 16.3 19.81.42 2.02 12.4 8.20 1.26 1.48 1.73 2.12 2.57 3.49 4.50 5.84 7.56 9.90 13.0 17.3 26.12.21 2.93 15.2 10.1 2.05 2.24 2.54 3.02 3.65 4.63 5.90 7.46 9.53 12.2 15.8 21.4 31.91.07 1.09 0.41 1.21 0.84 0.72 0.77 0.80 0.85 0.93 0.97 0.96 0.88 0.75 0.61 0.61 0.75

 696 03486488 36°18′08′′ 82°22′42′′ BRUSH CR, TENNESSEE AVE, JOHNSON CITY (1) 6.78 4.26 64 2.147 96 1.32 3 13 03487550

0.74 1.09 8.12 4.59 0.52 0.81 1.00 1.17 1.40 1.96 2.65 3.53 4.67 6.11 8.01 11.0 16.80.57 0.81 6.17 3.89 0.51 0.63 0.73 0.83 1.01 1.37 1.86 2.58 3.58 4.58 5.32 6.81 11.50.30 0.46 5.34 2.77 0.28 0.33 0.39 0.48 0.60 0.84 1.21 1.72 2.49 3.48 4.83 7.20 11.61.00 0.95 0.44 1.69 1.33 1.22 1.28 1.27 1.26 1.30 1.31 1.32 1.18 0.82 0.78 0.97 1.35

 697 03486500 36°19′22′′ 82°20′59′′ BRUSH CREEK AT JOHNSON CITY (1) 10.3 9.90 73 2.153 96 1.33 1 14 03487550

1.02 1.52 11.5 6.47 0.72 1.13 1.40 1.63 1.95 2.74 3.71 4.96 6.57 8.62 11.3 16.7 25.51.27 1.83 15.3 8.61 1.13 1.36 1.59 1.94 2.40 3.40 4.58 6.19 8.42 11.4 14.5 19.1 29.50.92 1.33 12.7 6.99 0.86 0.98 1.15 1.39 1.72 2.33 3.25 4.50 6.32 8.62 11.7 17.0 27.31.25 1.41 0.52 2.22 1.50 1.29 1.41 1.55 1.69 1.80 1.79 1.71 1.42 1.06 1.04 1.28 1.79
106 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 698 03486550 36°22′28′′ 82°19′00′′

WATAUGA R BL BRUSH CR, JOHNSON CITY (1) 796 796 87 2.125 72 3.11 3 4 03486000

228 287 1137 1035 178 204 233 279 322 416 519 646 787 957 1166 1488 2106137 187 1162 792 130 143 161 198 246 338 446 579 746 948 1210 1601 2395141 196 1207 909 131 147 170 214 273 377 508 662 856 1074 1331 1733 2574

1.50 1.70 1.61 3.00 1.35 1.49 1.55 1.74 2.25 2.52 2.83 3.08 3.03 2.91 2.76 2.70 3.68

 699 03486660 36°21′40′′ 82°22′53′′ KNOB CREEK AT JOHNSON CITY (1) 8.74 8.62 86 2.147 96 1.32 5 18 03487550

1.60 2.30 12.4 7.95 1.19 1.74 2.10 2.40 2.80 3.77 4.91 6.31 8.07 10.2 12.9 15.8 21.61.45 2.08 12.9 8.38 1.24 1.53 1.79 2.17 2.66 3.66 4.81 6.33 8.29 10.6 13.1 16.6 24.91.06 1.45 10.9 6.42 0.99 1.11 1.28 1.50 1.81 2.35 3.16 4.24 5.78 7.69 10.3 14.7 23.31.28 1.37 0.41 1.58 1.28 1.16 1.23 1.28 1.34 1.38 1.39 1.31 1.09 0.83 0.80 0.94 1.20

 700 03486860 36°25′45′′ 82°29′52′′ SINKING CREEK NEAR GRAY (1) 9.06 9.17 120 2.142 96 1.32 12 12 03487550

1.23 1.80 11.1 6.56 0.90 1.34 1.63 1.87 2.21 3.01 3.97 5.15 6.66 8.51 10.9 14.7 22.41.60 2.12 10.7 7.21 1.41 1.63 1.86 2.22 2.61 3.37 4.18 5.28 6.68 8.50 11.1 14.6 21.71.89 2.36 11.6 7.62 1.74 1.90 2.12 2.39 2.74 3.32 4.19 5.29 6.84 8.70 11.3 15.6 24.31.01 1.06 0.41 1.22 0.75 0.62 0.67 0.71 0.80 0.91 0.96 0.94 0.86 0.75 0.62 0.66 0.81

 701 03487100 36°29′48′′ 82°30′49′′ KENDRICK CREEK NEAR KINGSPORT (1) 20.3 20.7 120 2.139 85 1.26 19 33 03485500

3.89 5.48 24.5 16.8 3.83 4.16 4.65 5.60 6.68 8.68 10.7 13.3 16.3 19.7 28.0 39.0 62.23.68 4.99 25.5 17.4 3.40 3.81 4.33 5.21 6.18 7.98 9.96 12.6 16.0 20.9 27.2 34.6 50.54.20 5.27 26.1 17.7 3.88 4.25 4.75 5.41 6.25 7.73 9.75 12.3 15.9 20.0 25.9 35.5 55.41.30 1.29 0.45 1.27 0.87 0.82 0.88 0.91 0.98 1.06 1.11 1.05 0.93 0.82 0.76 1.02 1.25

 702 03487520 36°30′08′′ 82°33′51′′ HORSE CREEK NEAR KINGSPORT (1) 44.5 44.3 82 2.139 30 1.03 18 21 03487550

1.61 2.42 19.6 10.8 1.13 1.78 2.22 2.60 3.13 4.46 6.10 8.22 11.0 14.6 19.3 72.2 1102.45 3.69 29.0 16.1 2.12 2.64 3.17 3.88 4.70 6.47 8.54 11.4 15.3 20.3 30.8 56.6 96.83.66 5.51 54.6 33.3 3.44 4.11 4.79 5.99 7.58 11.7 15.9 21.6 29.6 39.1 54.1 77.5 1270.91 1.09 0.61 2.30 0.86 0.88 0.98 1.17 1.48 1.74 1.87 1.87 1.58 1.36 1.33 1.30 2.25

 703 03487539 36°34′38′′ 82°21′39′′ REEDY CREEK AT MILL POINT (1) 10.5 9.19 120 2.110 65 1.39 12 13 03487550

1.63 2.41 17.3 9.89 1.17 1.80 2.21 2.57 3.06 4.28 5.76 7.63 10.1 13.1 17.1 17.0 26.01.37 1.86 9.70 6.66 1.16 1.38 1.61 1.95 2.29 2.99 3.78 4.85 6.25 7.96 10.3 13.7 19.81.79 2.30 11.2 7.99 1.65 1.83 2.05 2.36 2.75 3.50 4.40 5.54 7.07 8.84 11.5 15.8 24.40.90 0.94 0.39 1.16 0.74 0.66 0.70 0.73 0.79 0.90 0.98 0.91 0.80 0.69 0.79 1.02 1.33

 704 03487545 36°34′24′′ 82°24′44′′ BOOZY CREEK NEAR OREBANK (1) 10.8 10.8 89 2.111 65 1.43 4 10 03487550

1.17 1.74 12.9 7.32 0.84 1.29 1.60 1.86 2.23 3.12 4.22 5.62 7.44 9.73 12.8 17.5 26.71.44 2.02 11.7 7.53 1.21 1.48 1.73 2.10 2.54 3.45 4.48 5.80 7.50 9.54 12.8 18.4 27.41.36 1.90 13.3 8.69 1.26 1.44 1.65 1.98 2.41 3.27 4.37 5.78 7.71 10.0 13.3 18.8 29.40.81 0.86 0.53 1.73 0.88 0.84 0.90 0.96 1.07 1.28 1.41 1.34 1.14 0.98 1.22 2.59 3.16
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report107

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 705 03487560 36°33′06′′ 82°29′22′′ CLARK BRANCH NEAR KINGSPORT (1) 2.46 2.46 73 2.136 37 0.94 8 10 03487550

0.15 0.22 1.94 1.05 0.10 0.16 0.20 0.24 0.29 0.42 0.58 0.79 1.07 1.43 1.91 3.99 6.090.24 0.36 3.68 1.93 0.24 0.28 0.32 0.39 0.47 0.68 0.93 1.29 1.76 2.34 3.17 4.50 7.480.15 0.24 2.86 1.53 0.15 0.18 0.21 0.26 0.32 0.49 0.68 0.95 1.34 1.84 2.65 4.00 6.621.46 1.34 0.43 1.78 1.69 1.48 1.52 1.51 1.56 1.58 1.58 1.51 1.27 0.95 0.81 0.98 1.27

 706 03487562 36°32′55′′ 82°29′40′′ REEDY CR AB LESLIE BR NR KINGSPORT (1) 43.2 44.3 98 2.137 46 1.12 2 7 03487550

4.83 7.10 51.8 29.3 3.34 5.18 6.40 7.45 8.90 12.5 16.9 22.5 29.8 38.9 51.0 70.1 1074.69 6.82 43.8 27.3 4.30 5.15 6.00 7.18 8.62 11.6 15.1 19.8 25.8 34.3 47.3 72.2 1125.61 7.76 55.2 36.0 5.23 6.02 6.87 8.25 10.0 14.1 18.5 24.2 32.1 41.3 55.2 77.1 1230.89 1.01 0.62 1.83 0.72 0.74 0.81 0.93 1.11 1.29 1.43 1.49 1.37 1.10 1.10 1.12 1.89

 707 03487600 36°33′27′′ 82°33′35′′ REEDY CREEK AT KINGSPORT (1) 57.2 58.0 94 2.136 47 1.09 12 16 03487550

6.27 9.20 68.6 38.8 4.43 6.85 8.48 9.86 11.8 16.5 22.4 29.8 39.4 51.5 67.6 92.8 1426.15 8.98 58.9 37.0 5.60 6.68 7.81 9.48 11.5 15.7 20.5 26.8 34.9 46.1 61.5 91.0 1456.95 9.69 72.2 46.8 6.48 7.49 8.57 10.3 12.6 17.9 23.7 31.2 41.7 53.8 71.9 101 1610.90 1.04 0.65 2.12 0.77 0.80 0.86 0.98 1.20 1.38 1.55 1.66 1.57 1.47 1.23 1.44 2.46

 708 03490300 36°31′18′′ 82°42′55′′ ALEXANDER CREEK AT CHURCH HILL (1) 9.22 8.82 76 2.138 77 1.16 11 17 03487550

1.64 2.50 16.5 9.73 1.18 1.80 2.22 2.57 3.06 4.25 5.70 7.53 9.88 12.8 16.7 18.8 22.81.10 1.60 12.1 7.11 0.97 1.18 1.38 1.68 2.08 2.92 3.91 5.26 7.04 9.22 12.0 16.4 25.30.81 1.17 10.8 6.18 0.75 0.87 1.02 1.22 1.51 2.08 2.87 3.95 5.50 7.42 10.1 14.7 23.71.50 1.71 0.51 2.17 1.66 1.49 1.63 1.80 1.95 2.01 1.95 1.81 1.47 1.10 1.06 1.32 1.78

 709 03490530 36°27′20′′ 82°51′39′′ FORGEY CREEK NEAR SURGOINSVILLE (1) 4.59 4.60 70 2.141 78 1.18 4 7 03491000

0.70 1.04 9.10 6.07 0.69 0.80 0.92 1.15 1.44 2.04 2.86 4.20 6.19 7.30 8.60 10.1 12.30.48 0.71 6.26 3.59 0.43 0.55 0.65 0.76 0.92 1.28 1.74 2.41 3.35 4.36 5.37 7.36 12.20.36 0.53 5.63 3.05 0.33 0.39 0.46 0.56 0.69 0.97 1.37 1.91 2.71 3.73 5.17 7.66 12.41.45 1.35 0.44 1.90 1.73 1.59 1.64 1.58 1.52 1.48 1.49 1.45 1.27 0.87 0.83 1.02 1.32

 710 03491493 36°20′49′′ 82°57′07′′ DODSON CREEK NEAR ROGERSVILLE (1) 7.46 7.16 65 2.189 25 1.32 5 12 03491000

0.26 0.40 8.10 2.63 0.26 0.30 0.35 0.44 0.57 0.82 1.18 1.78 2.69 4.01 6.70 11.9 20.10.41 0.63 10.3 4.60 0.41 0.46 0.53 0.68 0.88 1.34 1.94 2.78 3.99 6.16 9.49 14.5 24.40.35 0.59 9.50 4.59 0.33 0.41 0.49 0.64 0.86 1.41 2.03 2.90 4.22 5.98 8.83 13.3 22.21.09 1.08 0.80 2.00 1.48 1.22 1.25 1.27 1.30 1.37 1.40 1.49 1.48 1.13 1.02 1.09 1.58

 711 03491800 36°23′24′′ 83°12′59′′ POOR VALLEY CR NR SCHOOL NR MOORESBURG (1) 32.3 32.6 50 2.194 45 2.12 9 11 03491000

0.61 1.15 39.8 16.7 0.60 0.75 0.94 1.31 1.86 3.16 5.29 9.52 16.2 23.8 34.5 51.3 86.71.33 2.18 41.3 16.5 1.30 1.52 1.81 2.34 3.08 4.73 6.81 9.91 15.4 24.3 37.5 60.5 1071.22 2.21 48.0 22.1 1.18 1.45 1.80 2.48 3.50 5.86 9.11 13.8 20.9 30.7 44.3 66.7 1090.58 0.83 0.67 1.86 0.70 0.77 0.91 1.03 1.15 1.33 1.38 1.32 1.31 1.16 1.33 1.95 2.89
108 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 712 03491900 36°15′28′′ 83°11′41′′ FALL CREEK AT RUSSELLVILLE (1) 2.60 2.60 111 2.197 74 1.17 6 10 03467000 0.59 0.82 4.45 3.25 0.57 0.66 0.76 0.88 1.02 1.32 1.74 2.42 2.83 3.30 3.95 4.70 6.36 0.41 0.59 3.76 2.06 0.42 0.46 0.50 0.57 0.67 0.91 1.19 1.56 2.03 2.55 3.25 4.32 7.15 0.38 0.51 3.37 1.84 0.36 0.40 0.45 0.52 0.60 0.76 0.97 1.25 1.68 2.24 3.08 4.44 7.15 0.92 1.02 0.94 2.13 0.85 0.63 0.65 0.66 0.78 1.02 1.16 1.28 1.45 1.49 1.22 0.89 1.06 713 03491995 36°15′03′′ 83°16′13′′ SPRING CREEK NEAR LAKEMORE (1) 7.51 7.35 84 2.198 78 1.66 6 25 03491000 0.67 1.02 12.3 5.77 0.66 0.77 0.89 1.10 1.38 1.95 2.73 4.00 5.89 8.53 11.1 14.5 20.2 0.74 1.09 10.2 5.67 0.71 0.82 0.95 1.15 1.42 2.04 2.77 3.77 5.19 7.13 9.69 13.7 22.3 0.82 1.16 10.2 5.41 0.77 0.87 1.01 1.22 1.50 2.00 2.71 3.66 5.05 6.90 9.48 13.7 21.8 1.24 1.20 0.72 2.02 1.22 0.95 0.97 1.00 1.10 1.23 1.30 1.39 1.40 1.22 0.95 0.80 1.01 714 03492005 36°12′35′′ 83°17′48′′ TURKEY CR BL W FK TURKEY CR, MORRISTOWN (1) 3.13 3.07 89 2.199 40 1.21 2 4 03467000 0.42 0.57 3.55 2.50 0.41 0.47 0.54 0.61 0.71 0.91 1.19 1.63 2.10 2.55 3.00 3.74 7.65 0.42 0.59 4.70 2.74 0.40 0.46 0.52 0.63 0.76 1.06 1.42 1.89 2.53 3.32 4.34 5.87 9.40 0.28 0.41 4.02 2.06 0.26 0.30 0.35 0.43 0.53 0.76 1.01 1.36 1.89 2.59 3.70 5.46 8.95 1.34 1.26 0.99 2.22 1.41 1.09 1.11 1.13 1.23 1.34 1.41 1.53 1.59 1.61 1.28 1.11 1.44 715 03492008 36°14′46′′ 83°17′32′′ TURKEY CREEK NEAR MORRISTOWN (1) 15.5 15.9 89 2.198 69 1.55 2 7 03467000 1.30 1.90 18.3 11.1 1.25 1.45 1.71 1.99 2.35 3.10 4.19 6.01 8.64 11.2 15.0 18.5 37.9 1.68 2.43 20.8 12.0 1.59 1.78 2.05 2.53 3.18 4.50 6.00 7.97 11.0 15.3 20.5 28.1 46.0 1.89 2.66 22.1 12.1 1.78 2.01 2.32 2.79 3.43 4.62 6.19 8.26 11.3 15.2 20.8 29.6 47.2 1.15 1.12 0.49 1.54 1.10 0.95 0.99 0.97 0.97 1.00 1.02 1.06 1.06 0.89 0.76 0.69 0.88 716 03494528 36°12′09′′ 83°33′21′′ BUFFALO CREEK NEAR TAMPICO (1) 18.2 18.0 118 2.201 85 1.76 2 12 03528400 3.48 4.30 23.0 11.2 3.42 3.72 4.01 4.48 4.95 5.66 6.78 8.25 10.3 13.3 17.8 28.6 54.1 3.09 4.17 26.2 16.6 2.99 3.28 3.68 4.41 5.32 7.11 9.13 11.9 15.7 20.4 26.0 33.8 53.0 3.60 4.62 25.7 15.4 3.36 3.65 4.10 4.75 5.60 6.92 8.76 11.1 14.5 18.9 24.9 34.2 53.3 1.43 1.44 0.58 1.27 1.00 0.85 0.90 0.90 0.94 0.97 1.00 1.03 1.00 0.91 0.75 0.67 0.95

 717 03494695 36°06′04′′ 83°33′09′′ LOST CREEK AT NEW MARKET (1) 7.91 7.50 80 2.206 83 1.15 4 4 03470000

0.94 1.75 12.8 8.65 0.91 1.03 1.25 1.73 2.26 3.38 4.59 5.96 7.64 9.70 12.5 16.9 26.10.69 1.02 10.5 5.70 0.67 0.78 0.89 1.07 1.32 1.92 2.63 3.64 5.19 7.29 9.94 14.3 23.00.70 1.00 9.93 4.96 0.66 0.75 0.87 1.04 1.28 1.71 2.35 3.23 4.56 6.32 8.81 12.9 21.21.33 1.30 0.86 2.04 1.30 1.04 1.06 1.10 1.21 1.34 1.40 1.47 1.57 1.37 1.10 0.90 1.06

 718 03494740 36°17′29′′ 83°28′57′′ RICHLAND CREEK ABOVE RUTLEDGE (1) 6.68 6.79 51 2.197 36 1.57 9 12 03535000

0.17 0.28 7.20 2.29 0.18 0.21 0.24 0.29 0.36 0.57 0.84 1.27 1.96 3.03 4.57 11.4 19.10.37 0.56 9.63 4.06 0.36 0.41 0.48 0.59 0.76 1.11 1.60 2.35 3.47 5.40 8.20 13.0 22.80.22 0.40 9.35 4.03 0.21 0.26 0.33 0.44 0.62 1.05 1.61 2.45 3.75 5.58 8.34 12.9 21.60.84 0.92 1.38 2.39 1.18 1.11 1.20 1.37 1.53 1.78 1.84 1.87 1.77 1.53 1.69 2.68 3.88
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report109

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 719 03494750 36°16′25′′ 83°31′47′′ RICHLAND CREEK NEAR RUTLEDGE (1) 19.9 20.0 53 2.198 37 1.58 3 5 03535000

0.98 1.50 22.5 8.64 1.01 1.15 1.29 1.53 1.82 2.70 3.74 5.27 7.57 10.9 15.4 33.3 55.80.82 1.23 23.4 8.91 0.82 0.93 1.06 1.32 1.66 2.45 3.47 4.99 8.00 13.0 20.4 35.2 63.60.75 1.33 28.0 12.7 0.72 0.89 1.09 1.48 2.05 3.44 5.25 7.87 11.9 17.4 25.5 38.8 64.40.52 0.72 0.63 1.93 0.78 0.80 0.91 1.02 1.16 1.41 1.50 1.48 1.35 1.03 1.19 1.84 2.84

 720 03494800 36°09′39′′ 83°40′43′′ RICHLAND CREEK NEAR BLAINE (1) 58.8 59.0 53 2.225 38 1.46 11 14 03535000

1.57 2.30 68.0 14.2 1.63 1.85 2.07 2.46 2.94 4.37 6.08 8.61 12.4 17.9 44.5 99.9 1671.62 2.77 77.6 31.7 1.61 1.90 2.29 3.12 4.32 7.04 10.9 17.4 28.1 44.0 69.4 114 2072.18 3.85 85.5 37.6 2.11 2.60 3.20 4.34 6.04 10.1 15.6 23.4 35.5 52.3 76.6 116 1950.42 0.53 0.68 2.40 0.40 0.41 0.44 0.50 0.59 0.73 0.86 0.93 1.52 1.31 1.53 2.61 3.62

 721 03494955 36°02′48′′ 83°42′44′′ CLIFT CREEK NEAR TRENTVILLE (1) 3.62 3.73 80 2.233 69 1.06 4 4 03535000

0.61 0.82 5.24 3.02 0.63 0.69 0.75 0.85 0.96 1.28 1.63 2.10 2.74 3.58 4.60 6.03 10.40.40 0.56 5.74 3.01 0.40 0.45 0.50 0.59 0.71 1.01 1.38 1.91 2.68 3.69 4.96 7.05 11.60.31 0.45 4.97 2.28 0.29 0.33 0.39 0.46 0.57 0.78 1.07 1.48 2.11 2.99 4.29 6.43 10.72.10 1.85 1.63 2.84 2.31 1.79 1.82 1.86 2.00 2.11 2.17 2.34 2.48 2.33 2.09 1.72 1.92

 722 03494990 36°11′45′′ 83°44′44′′ FLAT CK AT LUTTRELL (1) 22.4 22.7 58 2.224 60 1.36 3 8 03535000

2.13 3.10 34.0 18.3 2.19 2.49 2.78 3.29 3.92 5.78 7.99 11.2 16.1 23.1 30.0 38.3 64.11.39 2.10 32.5 14.4 1.37 1.58 1.83 2.26 2.87 4.33 6.20 8.95 13.2 19.3 28.0 43.2 74.21.11 1.83 32.0 14.2 1.07 1.28 1.54 2.00 2.66 4.07 6.06 8.92 13.4 19.5 28.1 42.3 70.70.45 0.62 0.61 1.76 0.64 0.65 0.73 0.81 0.97 1.27 1.40 1.42 1.28 1.06 1.26 2.10 3.43

 723 03495000 36°06′51′′ 83°43′56′′ BIG FLAT CREEK NEAR SKAGGSTON (1) 61.4 62.2 62 2.229 45 1.24 8 9 03535000

3.48 5.10 80.0 31.2 3.59 4.08 4.57 5.42 6.48 9.62 13.4 19.0 27.3 39.4 62.5 105 1763.40 5.15 88.6 39.3 3.35 3.79 4.39 5.55 7.14 10.8 15.6 23.1 36.6 53.5 78.8 121 2113.26 5.32 88.2 40.9 3.13 3.77 4.52 5.87 7.82 12.3 18.0 26.0 38.4 55.0 79.1 117 1970.43 0.52 0.65 2.26 0.50 0.50 0.54 0.60 0.70 0.83 0.91 0.93 1.62 1.25 1.43 2.14 3.30

 724 03495400 36°04′43′′ 83°46′14′′ ROSEBERRY CREEK AT SHIPETOWN (1) 12.2 12.2 73 2.232 40 1.42 3 9 03538225

0.79 1.20 25.8 14.1 0.84 0.95 1.08 1.34 1.82 2.96 4.70 7.21 11.1 16.1 22.2 30.0 50.31.05 1.57 19.5 9.44 1.03 1.16 1.33 1.68 2.14 3.19 4.49 6.22 8.86 12.9 18.5 26.5 43.90.83 1.30 17.3 8.16 0.79 0.94 1.11 1.40 1.82 2.74 3.84 5.37 7.69 10.9 15.7 23.3 38.51.03 1.06 0.83 1.96 1.18 1.00 1.03 1.07 1.17 1.34 1.39 1.41 1.51 1.33 1.38 1.47 1.59

 725 03495550 36°00′31′′ 83°50′20′′ LOVE CREEK AT KNOXVILLE (1) 8.28 8.41 119 2.237 51 1.70 3 9 03461200

1.31 2.17 18.0 12.0 1.35 1.51 1.80 2.41 3.22 4.97 6.84 8.53 10.4 15.3 21.5 30.8 44.81.43 2.04 15.1 9.29 1.42 1.55 1.76 2.18 2.70 3.82 5.14 6.87 8.96 11.6 14.7 19.0 29.31.36 1.84 12.3 6.71 1.29 1.43 1.61 1.91 2.28 2.99 3.78 4.83 6.38 8.50 11.7 16.4 26.10.85 0.88 0.79 1.57 0.67 0.53 0.56 0.58 0.65 0.79 0.89 0.98 1.08 1.22 1.08 0.89 1.00
110 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 726 03497014 35°59′29′′ 83°57′04′′ SECOND CR AT HEISKEL ST AT KNOXVILLE (1) 3.49 3.80 120 2.239 79 1.66 7 8 03496000 0.77 0.94 5.80 3.05 0.81 0.83 0.86 0.97 1.12 1.46 1.92 2.56 3.66 5.00 5.80 6.89 10.6 0.54 0.76 5.77 3.02 0.55 0.60 0.66 0.77 0.93 1.25 1.63 2.16 2.95 3.95 5.25 7.20 11.5 0.68 0.88 5.50 2.91 0.64 0.69 0.78 0.90 1.05 1.29 1.63 2.08 2.76 3.71 5.06 7.16 11.4 0.80 0.82 1.17 1.90 0.77 0.57 0.59 0.59 0.69 0.81 0.86 0.97 1.37 1.79 1.65 1.27 1.51 727 03497020 35°57′24′′ 83°55′21′′ SECOND CR AT NEYLAND AVE AT KNOXVILLE (1) 7.11 7.02 123 2.240 66 1.68 2 10 03535000 1.17 1.70 14.5 9.07 1.21 1.36 1.51 1.78 2.10 3.03 4.12 5.70 8.02 11.3 13.0 16.0 20.3 1.24 1.77 13.1 7.86 1.24 1.36 1.53 1.87 2.31 3.25 4.35 5.79 7.64 10.1 13.0 17.0 25.7 1.26 1.66 10.3 5.57 1.19 1.30 1.46 1.70 2.00 2.52 3.17 4.02 5.30 7.06 9.62 13.5 21.4 0.84 0.82 1.05 1.62 0.66 0.51 0.53 0.54 0.60 0.72 0.84 0.97 1.15 1.36 1.22 1.02 1.26 728 03497064 35°57′28′′ 83°58′17′′ THIRD CR AT PAPERMILL RD AT KNOXVILLE (1) 11.1 11.4 122 2.241 88 1.67 7 9 03496000 3.05 3.70 19.0 13.1 3.22 3.29 3.44 3.89 4.54 6.01 8.06 10.9 15.9 16.0 19.0 21.9 33.7 1.82 2.47 18.9 10.6 1.84 1.98 2.20 2.61 3.17 4.33 5.72 7.63 10.3 13.8 18.2 24.4 37.8 2.23 2.85 16.8 9.18 2.09 2.26 2.53 2.91 3.41 4.15 5.23 6.64 8.75 11.6 15.6 21.7 34.3 0.78 0.79 0.75 1.26 0.65 0.52 0.54 0.54 0.60 0.70 0.79 0.87 0.93 1.00 0.91 0.84 1.03 729 03497077 35°57′15′′ 83°56′41′′ THIRD CR AT TYSON PARK AT KNOXVILLE (1) 16.5 16.6 125 2.241 73 1.59 6 8 03496000 3.36 4.00 24.7 12.3 3.52 3.58 3.73 4.16 4.78 6.13 7.97 10.4 14.6 19.0 24.7 32.6 50.0 3.37 4.66 30.6 19.4 3.33 3.64 4.12 5.01 6.16 8.40 11.0 14.4 18.8 24.0 30.3 38.4 58.5 3.20 4.12 24.5 13.6 3.02 3.28 3.67 4.24 4.98 6.21 7.79 9.86 12.9 17.1 23.0 31.9 50.6 0.96 0.97 0.76 1.36 0.73 0.61 0.63 0.63 0.69 0.80 0.90 1.00 1.03 1.07 0.96 0.97 1.25 730 03497108 35°55′23′′ 83°59′46′′ FOURTH CREEK AT BEARDEN (1) 6.46 6.54 137 2.243 76 1.56 5 7 03496000 2.25 2.75 11.3 8.10 2.38 2.43 2.55 2.90 3.40 4.56 6.20 8.50 8.70 9.80 11.3 12.8 19.6 1.34 1.88 12.7 7.75 1.33 1.46 1.64 2.00 2.45 3.39 4.47 5.87 7.62 9.86 12.6 16.5 24.7 1.39 1.74 9.48 5.23 1.30 1.40 1.56 1.77 2.04 2.47 3.05 3.81 4.96 6.54 8.84 12.3 19.5 0.87 0.79 1.13 1.32 0.65 0.49 0.49 0.48 0.52 0.61 0.71 0.84 1.02 1.29 1.31 1.21 1.44

 731 03497113 35°54′04′′ 83°56′16′′ KNOB CREEK NEAR KNOXVILLE (1) 6.36 5.74 80 2.243 23 1.09 4 4 03496000

0.97 1.20 8.91 3.98 1.06 1.08 1.13 1.27 1.47 1.91 2.52 3.34 4.78 6.52 8.91 12.6 19.30.56 0.88 10.1 5.51 0.55 0.62 0.73 0.94 1.22 1.85 2.62 3.59 4.88 6.93 9.73 13.2 20.90.35 0.56 7.82 3.57 0.34 0.41 0.48 0.61 0.78 1.23 1.68 2.33 3.33 4.72 7.05 10.6 18.02.04 1.67 1.40 2.62 2.04 1.61 1.59 1.52 1.58 1.66 1.73 1.93 2.20 2.13 1.86 1.49 1.78

 732 03497200 35°39′39′′ 83°42′25′′ LITTLE RIVER NEAR TOWNSEND (1) 60.1 60.2 139 2.257 10 9.29 13 16 03498500

12.9 18.0 121 72.2 12.2 13.3 14.9 19.0 24.1 34.1 44.5 56.6 71.3 89.7 119 153 23315.5 23.3 133 95.7 14.5 16.3 19.1 25.2 32.7 47.9 64.2 81.0 96.9 115 140 180 25512.9 19.8 123 79.6 12.5 14.0 16.2 21.9 29.2 46.3 56.6 68.4 83.7 107 145 188 272

1.27 1.34 0.85 1.35 0.73 0.70 0.77 0.80 0.87 0.84 0.83 0.91 1.02 1.06 1.01 1.00 1.36
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report111

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 733 03497290 35°39′34′′ 83°42′30′′ M PRONG LITTLE R AT MOUTH NR TOWNSEND (1) 45.9 45.7 120 2.258 10 9.41 4 6 03497300

12.7 18.0 123 84.9 12.0 13.4 15.5 20.0 26.1 38.2 51.5 66.7 84.0 105 129 168 242

9.76 14.8 90.9 63.8 9.23 10.3 12.1 16.1 20.8 30.8 41.4 53.6 63.7 75.6 91.7 117 1697.93 12.6 93.1 57.5 7.71 8.77 10.3 14.1 19.1 31.1 39.1 48.3 60.4 78.7 108 142 2081.09 1.11 1.38 1.64 0.93 0.82 0.85 0.84 0.89 0.97 1.01 1.19 1.32 1.43 1.53 1.64 2.51

 734 03498715 35°48′48′′ 83°53′00′′ NAILS CREEK NEAR WILDWOOD (1) 17.9 14.1 107 2.246 58 1.98 4 4 03498500

4.53 6.40 39.5 26.1 4.28 4.69 5.24 6.74 8.56 12.2 16.0 20.4 25.8 32.0 39.0 45.5 69.42.15 3.18 23.7 14.9 2.13 2.34 2.70 3.41 4.30 6.11 8.18 10.8 14.0 18.4 23.9 30.8 47.52.13 2.93 21.5 11.4 2.02 2.24 2.55 3.06 3.73 4.93 6.36 8.24 11.0 14.8 20.3 28.5 45.10.98 1.02 0.85 1.69 0.87 0.73 0.76 0.78 0.86 0.97 1.06 1.18 1.17 1.24 1.10 1.02 1.24

 735 03499000 35°45′26′′ 83°58′24′′ PISTOL CREEK AT MARYVILLE (1) 13.5 13.4 120 2.248 86 1.21 5 20 03498000

3.67 5.15 34.0 24.1 3.53 3.89 4.48 5.73 7.26 10.3 13.5 17.6 22.9 29.7 35.0 41.5 54.32.08 2.87 22.4 12.8 2.11 2.28 2.54 3.06 3.76 5.19 6.90 9.20 12.5 16.6 21.8 28.9 45.02.33 2.98 19.0 10.0 2.20 2.39 2.68 3.06 3.55 4.36 5.52 7.07 9.46 12.6 17.2 24.2 39.20.90 0.96 0.89 1.48 0.71 0.59 0.62 0.65 0.73 0.87 0.97 1.06 1.09 1.21 1.14 1.13 1.29

 736 03499053 35°46′41′′ 83°59′46′′ CULTON CREEK AT ALCOA (1) 11.8 12.0 123 2.247 63 1.06 6 10 03498500

2.29 3.20 22.7 13.9 2.14 2.35 2.64 3.42 4.39 6.32 8.38 10.8 13.8 17.5 22.5 30.0 45.82.32 3.28 22.6 14.0 2.31 2.52 2.84 3.50 4.34 6.03 7.97 10.5 13.7 17.6 22.4 28.8 43.81.91 2.48 16.6 8.74 1.80 1.99 2.22 2.55 2.98 3.78 4.77 6.11 8.17 10.9 15.1 21.4 35.00.97 0.89 1.01 1.43 0.83 0.66 0.66 0.63 0.66 0.74 0.84 0.97 1.07 1.26 1.27 1.28 1.51

 737 03499055 35°46′54′′ 83°59′04′′ PISTOL CREEK AT HWY 73 AT ALCOA (1) 30.6 30.0 122 2.247 72 1.12 5 13 03498000

7.23 10.0 66.0 50.0 7.05 7.79 8.97 11.5 14.6 20.8 27.4 35.8 46.8 57.0 68.5 81.9 1237.05 9.57 59.8 38.3 6.95 7.56 8.51 10.3 12.6 16.8 21.7 28.7 37.7 47.3 58.9 74.3 1165.12 6.57 42.3 23.0 4.83 5.30 5.92 6.81 7.95 10.0 12.7 16.2 21.6 28.6 38.8 54.3 88.31.11 1.02 0.82 1.27 0.95 0.78 0.78 0.72 0.73 0.77 0.82 0.96 0.97 0.98 0.97 1.03 1.67

 738 03499062 35°47′50′′ 83°57′47′′ PISTOL CREEK AB WWTP BL ALCOA (1) 32.0 31.7 122 2.247 71 1.11 2 6 03498000

8.78 12.0 71.0 53.0 8.47 9.32 10.7 13.6 17.1 24.1 31.4 40.7 52.7 61.0 73.0 85.7 1297.54 10.2 62.3 40.3 7.37 8.01 9.05 11.0 13.4 17.9 23.1 30.3 39.5 49.6 61.8 78.0 1215.39 6.91 44.6 24.3 5.08 5.57 6.23 7.17 8.38 10.6 13.4 17.1 22.8 30.2 40.9 57.2 93.11.26 1.17 0.90 1.39 1.05 0.87 0.88 0.82 0.83 0.87 0.92 1.06 1.07 1.08 1.08 1.14 1.82

 739 03499072 35°48′08′′ 83°57′08′′ PISTOL CREEK NEAR ALCOA (1) 38.4 37.8 122 2.247 70 1.11 4 8 03498000

12.0 16.8 93.0 77.0 11.6 12.8 14.7 18.9 24.0 34.1 44.9 58.8 76.7 85.0 95.0 103 155

9.06 12.4 76.0 48.5 8.82 9.61 10.9 13.3 16.2 21.7 28.0 36.6 48.1 60.8 76.5 97.8 1496.45 8.27 53.4 29.2 6.08 6.68 7.47 8.60 10.1 12.7 16.1 20.6 27.4 36.3 49.1 68.6 1121.15 1.11 0.92 1.35 0.91 0.77 0.79 0.76 0.79 0.86 0.92 1.07 1.10 1.10 1.13 1.19 1.75
112 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 740 03499200 35°54′01′′ 84°04′25′′ TEN MILE CREEK NEAR EBENEZER (1) 13.2 16.4 131 2.245 99 1.68 9 22 03498000 3.63 5.17 30.0 24.0 3.50 3.86 4.45 5.71 7.27 10.3 13.6 17.8 23.2 26.8 31.2 35.3 53.1 3.44 4.68 30.2 18.7 3.41 3.76 4.22 5.02 6.09 8.09 10.4 13.6 18.1 23.4 29.7 37.9 57.9 3.70 4.59 24.4 13.7 3.47 3.70 4.12 4.68 5.42 6.42 7.99 10.0 13.1 17.2 22.8 31.4 49.3 1.02 1.01 0.76 1.32 0.71 0.64 0.67 0.64 0.67 0.77 0.86 0.97 1.02 1.08 1.00 1.02 1.29 741 03499290 35°54′05′′ 84°08′30′′ TURKEY CREEK NEAR LOVELL (1) 5.00 4.83 120 2.246 88 1.69 4 4 03496000 0.82 1.00 7.01 3.13 0.83 0.85 0.89 1.00 1.15 1.50 1.98 2.63 3.76 5.13 7.01 9.87 15.2 0.70 0.98 7.60 4.08 0.71 0.77 0.85 1.00 1.22 1.66 2.19 2.91 3.97 5.35 7.09 9.63 15.0 0.89 1.15 7.08 3.73 0.84 0.91 1.02 1.17 1.37 1.66 2.10 2.68 3.55 4.77 6.49 9.15 14.5 0.80 0.81 1.11 1.78 0.70 0.53 0.55 0.55 0.64 0.76 0.82 0.92 1.28 1.70 1.63 1.26 1.44 742 03499300 35°52′28′′ 84°08′51′′ TURKEY CREEK AT CONCORD (1) 11.2 11.2 120 2.247 87 1.57 6 7 03496000 1.81 2.22 15.7 7.01 1.87 1.90 1.99 2.23 2.58 3.36 4.43 5.89 8.42 11.5 15.7 22.1 34.0 1.72 2.36 18.3 10.4 1.74 1.88 2.09 2.50 3.06 4.22 5.61 7.48 10.1 13.5 17.8 23.9 37.3 2.09 2.69 16.5 8.86 1.97 2.13 2.39 2.75 3.22 3.94 4.98 6.36 8.44 11.3 15.2 21.3 33.8 0.86 0.88 0.87 1.46 0.70 0.58 0.60 0.62 0.68 0.80 0.89 0.98 1.03 1.15 1.05 0.97 1.19 743 03499412 35°45′49′′ 84°08′27′′ GALLAGHER CREEK NEAR FRIENDSVILLE (1) 10.5 11.8 108 2.249 53 1.20 9 9 03498500 2.00 2.82 20.2 12.4 1.90 2.09 2.35 3.04 3.90 5.62 7.46 9.60 12.3 15.6 20.1 26.7 40.7 1.80 2.64 20.0 12.3 1.79 1.96 2.25 2.81 3.53 5.04 6.78 8.98 11.7 15.3 19.9 25.7 39.7 1.52 2.08 16.6 8.45 1.44 1.62 1.84 2.17 2.60 3.47 4.49 5.86 7.96 10.8 15.1 21.6 35.5 0.90 0.93 0.93 1.76 0.82 0.68 0.72 0.74 0.82 0.95 1.04 1.17 1.23 1.33 1.19 1.06 1.26 744 03499620 35°47′35′′ 84°15′44′′ TOWN CREEK AT LENOIR CITY (1) 9.62 9.55 120 2.251 83 1.68 9 14 03543500 1.99 2.65 18.9 11.0 2.01 2.13 2.38 2.81 3.36 4.32 5.57 7.64 10.6 12.8 15.3 19.7 34.1 1.50 2.12 16.6 9.66 1.52 1.65 1.85 2.24 2.78 3.92 5.27 7.05 9.52 12.7 16.6 21.8 33.1 1.77 2.29 14.2 7.56 1.67 1.80 2.03 2.34 2.75 3.39 4.28 5.46 7.23 9.69 13.1 18.4 29.1 0.84 0.84 1.05 1.51 0.69 0.55 0.57 0.58 0.64 0.76 0.87 1.01 1.15 1.40 1.32 1.18 1.34

 745 03518130 35°36′33′′ 83°56′06′′ ABRAMS CREEK NEAR CHILHOWEE (1) 60.3 60.8 93 2.251 39 7.40 5 7 03497300

12.5 18.1 140 84.0 11.8 13.1 15.2 19.7 25.8 37.8 51.1 66.3 83.7 111 152 221 318

8.56 12.4 108 62.4 8.31 9.24 10.6 13.3 16.5 23.6 31.9 43.4 58.3 77.8 103 138 219

10.0 15.2 119 68.3 9.63 10.7 12.5 16.5 22.0 31.6 41.9 54.2 70.8 94.9 127 169 248

1.20 1.27 1.85 2.90 1.13 1.07 1.16 1.19 1.26 1.46 1.64 1.87 1.91 2.01 2.03 2.00 3.12

 746 03518410 35°31′54′′ 84°06′12′′ CITICO CREEK NEAR CITICO BEACH (1) 67.1 67.6 110 2.293 41 5.35 6 9 03518500

6.43 11.0 136 76.1 6.06 6.95 8.56 11.9 17.0 26.9 39.2 56.1 78.9 108 148 220 320

13.6 18.3 130 69.2 13.2 14.4 16.2 19.5 23.7 31.3 40.1 52.7 69.9 93.1 125 170 26712.8 18.3 131 71.7 12.3 13.4 15.5 19.7 25.4 35.1 45.1 57.3 74.6 100 135 180 271

0.86 0.83 1.81 1.53 0.95 0.87 0.88 0.84 0.87 0.93 0.97 1.08 1.13 1.33 1.61 1.95 3.40
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report113

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 747 03518451 35°38′23′′ 84°02′18′′ NINEMILE CREEK NEAR MINT (1) 10.1 10.0 97 2.251 59 1.03 10 10 03518500

1.52 2.35 22.3 10.8 1.45 1.62 1.91 2.48 3.28 4.74 6.39 8.50 11.1 16.5 27.0 33.1 48.11.30 1.92 17.9 10.4 1.31 1.45 1.65 2.05 2.60 3.80 5.24 7.10 9.65 13.1 17.4 23.3 36.61.08 1.50 13.8 6.66 1.02 1.16 1.33 1.57 1.89 2.54 3.36 4.48 6.22 8.59 12.1 17.7 29.41.07 1.16 1.72 3.06 1.07 0.90 0.95 1.01 1.17 1.42 1.68 2.02 2.18 2.43 1.90 1.47 1.80

 748 03518456 35°36′13′′ 84°11′55′′ NINEMILE CREEK AT MCGHEE (1) 59.9 59.3 89 2.295 57 2.25 8 12 03543500

10.3 13.4 106 61.0 10.4 11.0 12.3 14.6 17.6 22.8 29.6 40.9 57.5 72.0 94.0 123 212

6.47 9.19 102 47.4 6.29 7.00 8.00 9.90 12.3 17.2 23.2 31.7 45.6 65.1 91.8 133 2206.93 10.1 100.0 47.8 6.67 7.48 8.69 10.9 13.8 19.1 25.7 34.5 47.7 66.5 92.3 130 2090.69 0.74 2.13 2.57 0.70 0.66 0.69 0.73 0.84 1.05 1.23 1.41 1.63 1.79 1.87 2.16 3.59

 749 03518470 35°19′20′′ 84°10′40′′ BALD RIVER NEAR TELLICO PLAINS (1) 21.7 21.6 155 2.302 73 3.51 5 10 03518500

7.15 10.4 59.8 45.2 6.84 7.57 8.85 11.3 14.7 20.8 27.6 36.0 46.5 52.3 63.0 71.2 1036.94 9.67 47.0 30.1 6.54 7.37 8.49 10.2 12.3 15.5 19.2 23.6 29.8 37.3 47.4 61.6 89.16.51 8.16 38.9 21.5 6.19 6.46 7.17 8.38 9.91 11.8 14.3 17.3 21.9 28.8 38.1 50.8 77.10.80 0.78 2.25 1.07 0.59 0.55 0.60 0.58 0.62 0.68 0.71 0.72 0.85 1.27 2.24 4.14 5.32

 750 03518630 35°22′27′′ 84°18′08′′ MORGAN BRANCH AT TELLICO PLAINS (1) 2.11 1.93 116 2.303 54 1.04 3 10 03565500

0.51 0.62 3.30 1.71 0.49 0.51 0.57 0.65 0.75 0.84 0.93 1.13 1.86 2.36 3.25 4.41 6.700.24 0.35 3.01 1.34 0.24 0.26 0.30 0.35 0.43 0.57 0.74 0.97 1.37 1.88 2.75 4.07 6.590.24 0.32 2.75 1.20 0.22 0.25 0.28 0.33 0.38 0.50 0.63 0.83 1.14 1.60 2.33 3.45 5.790.45 0.47 1.61 1.33 0.45 0.32 0.35 0.37 0.44 0.54 0.60 0.76 1.04 1.45 2.90 2.69 3.72

 751 03518700 35°25′31′′ 84°15′16′′ CANE CREEK AT BELLTOWN MILL (1) 18.2 18.2 62 2.301 24 7.52 5 10 03518500

1.29 2.00 26.9 9.88 1.23 1.37 1.63 2.14 2.86 4.19 5.72 7.68 10.2 17.5 32.0 59.7 86.70.77 1.36 30.0 9.43 0.77 0.99 1.21 1.52 1.95 2.69 4.14 6.19 8.94 14.4 24.4 42.3 72.01.16 2.11 37.0 16.1 1.14 1.35 1.66 2.37 3.45 5.78 8.39 11.9 17.0 25.1 36.5 52.5 80.90.32 0.55 2.75 2.26 0.31 0.32 0.37 0.46 0.56 0.72 1.00 1.30 1.32 1.37 2.36 3.31 4.72

 752 03518750 35°30′45′′ 84°11′35′′ BALLPLAY CREEK NEAR VONORE (1) 25.2 25.0 57 2.297 30 6.38 7 8 03518500

1.91 2.85 38.0 12.3 1.82 2.02 2.37 3.03 3.97 5.62 7.47 9.80 12.7 24.5 44.5 82.7 1200.64 1.22 40.6 11.8 0.62 0.83 1.04 1.37 1.83 2.72 4.42 7.00 10.6 17.5 30.7 55.6 99.71.37 2.52 49.4 20.9 1.35 1.60 1.99 2.84 4.14 6.93 10.3 15.0 21.9 32.6 47.5 69.0 1080.36 0.63 3.90 3.66 0.33 0.34 0.41 0.53 0.67 0.91 1.37 1.88 1.96 1.99 2.98 4.24 6.76

 753 03518800 35°33′22′′ 84°13′22′′ NOTCHY CREEK NEAR VONORE (1) 27.9 29.9 83 2.297 35 0.98 10 16 03518500

4.90 7.30 56.1 29.7 4.69 5.19 6.04 7.68 9.94 13.9 18.3 23.8 30.5 43.5 62.2 91.5 1332.79 3.93 49.0 19.4 2.69 2.97 3.40 4.21 5.28 7.30 9.78 13.4 19.4 29.6 47.3 74.3 1172.11 3.21 43.6 18.8 2.04 2.40 2.80 3.49 4.42 6.61 9.05 12.5 18.0 25.7 37.8 56.0 96.10.57 0.62 1.29 1.84 0.65 0.58 0.62 0.66 0.76 0.92 1.04 1.19 1.18 1.14 1.75 2.54 3.65
114 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 754 03519000 35°33′33′′ 84°13′27′′ TELLICO RIVER NEAR VONORE (1) 271 273 91 2.297 41 4.07 8 19 03518500 48.4 71.0 575 303 46.4 51.3 59.9 76.4 99.4 140 185 242 311 455 625 889 1291 42.6 56.6 502 255 40.1 44.5 50.1 61.4 74.9 102 136 183 251 347 479 670 1076 37.4 56.0 519 272 36.2 40.5 47.3 61.7 81.5 118 158 208 281 383 519 702 1086 1.28 1.21 2.46 2.73 1.14 1.19 1.15 1.18 1.25 1.39 1.55 1.75 1.93 2.01 2.29 3.04 5.24 755 03519600 35°35′38′′ 84°14′58′′ ISLAND CREEK AT VONORE (1) 11.2 11.2 120 2.294 22 0.64 9 12 03543500 1.28 1.74 18.3 7.85 1.35 1.44 1.61 1.90 2.29 2.96 3.84 5.30 7.45 10.6 15.4 23.0 39.7 1.21 1.69 19.4 7.83 1.19 1.31 1.49 1.80 2.21 2.95 3.86 5.16 8.00 12.0 18.3 26.5 42.7 1.05 1.49 15.0 6.85 1.01 1.18 1.33 1.59 1.90 2.78 3.54 4.61 6.38 8.80 13.1 19.3 33.7 0.72 0.64 1.17 1.13 0.72 0.58 0.58 0.55 0.57 0.60 0.64 0.73 0.80 1.18 1.81 2.60 4.77 756 03519660 35°38′50′′ 84°13′31′′ BAKER CREEK NEAR GREENBACK (1) 43.4 43.1 123 2.253 72 1.13 4 4 03518500 9.02 13.4 96.0 55.7 8.63 9.55 11.1 14.2 18.4 25.9 34.2 44.5 57.2 77.0 104 142 207 10.8 14.6 89.7 56.8 10.5 11.4 12.9 15.6 19.0 25.3 32.5 42.5 56.1 71.6 90.1 116 176 7.50 9.59 61.5 33.4 7.07 7.75 8.66 9.97 11.7 14.7 18.6 23.7 31.5 41.8 56.5 78.7 128 1.21 1.17 1.37 1.68 0.97 0.84 0.86 0.83 0.88 0.97 1.05 1.26 1.38 1.48 1.51 1.55 2.33 757 03519690 35°33′45′′ 84°21′35′′ BAT CREEK NEAR MADISONVILLE (1) 11.8 11.6 119 2.300 39 0.95 8 9 03543500 2.97 4.00 23.2 16.2 2.99 3.18 3.57 4.25 5.12 6.65 8.68 12.1 17.0 19.0 21.8 24.2 41.8 1.58 2.12 20.3 8.82 1.53 1.67 1.88 2.25 2.72 3.54 4.53 6.04 8.80 12.6 18.5 26.0 42.3 1.40 1.92 16.7 7.75 1.34 1.52 1.71 2.02 2.40 3.26 4.15 5.39 7.38 10.2 14.7 21.3 35.9 0.57 0.52 1.39 0.95 0.56 0.45 0.46 0.44 0.47 0.51 0.54 0.59 0.68 1.01 1.87 3.72 7.57 758 03519700 35°38′36′′ 84°15′12′′ BAT CREEK NEAR VONORE (1) 30.7 30.5 115 2.253 37 1.12 10 16 03543500 6.34 8.40 59.0 38.0 6.38 6.79 7.63 9.07 10.9 14.2 18.6 25.8 36.5 44.0 53.0 63.0 109 6.48 9.12 58.5 37.7 6.33 6.90 7.86 9.85 12.3 16.9 22.2 29.3 37.5 46.6 57.8 73.5 112 3.95 5.43 43.3 22.8 3.76 4.26 4.82 5.76 6.95 9.65 12.4 15.9 21.5 28.8 40.3 57.1 94.1 1.27 1.21 0.99 1.35 1.20 1.01 1.02 0.94 0.94 0.98 1.02 1.14 1.15 1.17 1.25 1.41 2.05

 759 03519732 35°40′05′′ 84°16′05′′ FORK CREEK NEAR LOUDON (1) 47.2 47.7 125 2.252 85 1.58 7 11 03543500

12.5 16.0 92.0 67.5 12.5 13.3 14.9 17.5 21.0 27.0 34.8 47.7 66.4 76.0 85.0 96.8 16712.4 16.5 98.3 61.8 11.9 13.0 14.6 17.6 21.3 27.9 35.4 46.2 62.0 78.4 98.7 127 192

9.80 12.4 72.0 40.4 9.23 9.96 11.1 12.9 15.1 18.5 23.3 29.5 38.8 51.0 67.7 92.7 1471.10 1.08 1.02 1.53 0.84 0.75 0.76 0.74 0.79 0.86 0.91 1.08 1.19 1.21 1.20 1.24 1.71

 760 03519998 35°44′17′′ 84°20′06′′ STEEKEE CREEK AT LOUDON (1) 7.25 7.09 131 2.254 76 1.66 9 13 03543500

1.00 1.31 12.5 5.56 1.00 1.06 1.19 1.40 1.67 2.15 2.77 3.79 5.28 7.46 10.6 14.9 25.71.32 1.91 13.6 8.10 1.32 1.47 1.66 2.02 2.48 3.42 4.52 5.99 7.97 10.4 13.4 17.5 26.31.42 1.81 10.5 5.64 1.34 1.45 1.61 1.85 2.15 2.63 3.27 4.11 5.40 7.19 9.75 13.6 21.60.93 0.85 1.55 1.57 0.69 0.57 0.58 0.56 0.59 0.67 0.76 0.90 1.20 1.61 1.69 1.43 1.74
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report115

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 761 03520043 35°36′32′′ 84°27′40′′ SWEETWATER CREEK AT SWEETWATER (1) 23.3 22.6 124 2.301 85 1.47 12 20 03543500

5.01 6.60 46.5 26.7 5.04 5.34 5.94 6.98 8.30 10.6 13.6 18.4 25.4 35.6 43.0 47.8 82.74.01 5.24 37.8 18.4 3.78 4.09 4.62 5.45 6.49 8.16 10.3 13.4 17.9 24.1 33.1 46.6 75.64.14 5.29 35.2 17.4 3.93 4.24 4.74 5.46 6.41 7.84 9.88 12.6 16.9 23.0 31.4 44.0 71.20.57 0.56 1.42 1.08 0.57 0.49 0.52 0.53 0.58 0.66 0.69 0.72 0.80 1.14 1.93 3.59 6.03

 762 03520065 35°40′36′′ 84°24′23′′ BACON CREEK AT MOUTH AT PHILADELPHIA (1) 6.36 6.22 137 2.258 91 1.86 10 10 03518500

0.72 1.07 11.0 4.62 0.69 0.77 0.90 1.15 1.50 2.12 2.81 3.68 4.75 7.70 11.0 20.9 30.31.15 1.62 11.2 6.23 1.14 1.27 1.43 1.71 2.07 2.70 3.44 4.51 6.24 8.29 10.8 14.4 21.81.42 1.78 9.43 5.09 1.34 1.42 1.59 1.80 2.07 2.45 3.02 3.77 4.91 6.51 8.74 12.1 19.00.81 0.72 1.45 1.27 0.61 0.49 0.50 0.48 0.51 0.56 0.60 0.70 1.07 1.47 1.68 1.56 2.10

 763 03520100 35°44′17′′ 84°22′25′′ SWEETWATER CREEK NEAR LOUDON (1) 62.2 61.8 125 2.256 90 1.58 7 8 03543500

12.9 17.0 117 73.0 13.0 13.8 15.4 18.1 21.6 27.6 35.4 48.3 67.0 86.0 105 128 22116.6 22.1 129 80.6 15.9 17.5 19.5 23.4 28.1 36.8 46.8 60.5 80.6 102 129 166 25013.0 16.3 94.1 52.8 12.2 13.1 14.7 16.9 19.9 24.3 30.5 38.7 50.8 66.8 88.3 121 191

1.03 1.07 1.09 1.74 0.77 0.72 0.75 0.73 0.77 0.87 0.93 1.04 1.18 1.24 1.21 1.22 1.78

 764 03520160 35°47′11′′ 84°24′17′′ CAVE CREEK NEAR CAVE CREEK (1) 4.58 4.59 120 2.256 100 1.97 5 5 03543500

1.14 1.53 8.50 5.50 1.15 1.22 1.36 1.61 1.93 2.48 3.21 4.42 5.30 6.40 7.70 9.39 16.30.68 0.93 7.47 3.77 0.69 0.75 0.82 0.95 1.14 1.53 2.00 2.66 3.77 5.13 6.87 9.46 14.90.90 1.16 6.98 3.63 0.85 0.91 1.03 1.18 1.38 1.65 2.08 2.65 3.50 4.72 6.39 8.97 14.10.72 0.75 1.31 1.71 0.68 0.51 0.53 0.53 0.63 0.75 0.81 0.93 1.34 1.77 1.85 1.61 1.74

 765 03520170 35°42′20′′ 84°27′35′′ POND CREEK NEAR ADOLPHUS (1) 30.8 30.5 120 2.260 97 1.59 10 22 03543500

4.59 6.10 55.0 27.5 4.62 4.92 5.52 6.55 7.89 10.2 13.3 18.5 26.1 37.4 50.0 63.2 1096.85 9.03 59.6 36.3 6.80 7.29 8.14 9.67 11.7 15.3 19.5 26.2 35.9 46.4 58.0 73.3 1155.99 7.61 46.3 24.9 5.65 6.08 6.81 7.84 9.21 11.2 14.1 18.1 24.0 31.9 42.6 58.9 93.71.03 1.05 1.45 1.45 0.95 0.80 0.83 0.81 0.85 0.93 1.00 1.19 1.26 1.45 1.66 1.96 3.12

 766 03520197 35°44′57′′ 84°29′28′′ PAINT ROCK CREEK NEAR PAINT ROCK (1) 28.0 26.5 91 2.261 70 2.12 8 9 03543500

4.65 6.15 50.0 27.0 4.67 4.96 5.54 6.52 7.79 10.0 12.9 17.6 24.5 33.5 44.5 57.4 99.33.39 4.78 47.8 24.1 3.35 3.71 4.20 5.13 6.35 8.96 12.1 16.5 23.6 33.0 44.7 61.5 1003.38 4.79 42.0 21.1 3.22 3.58 4.14 5.06 6.32 8.45 11.3 15.0 20.6 28.4 38.9 55.0 87.50.95 1.00 1.42 2.18 1.02 0.90 0.94 0.97 1.04 1.19 1.32 1.49 1.63 1.72 1.70 1.74 2.45

 767 03520225 35°48′03′′ 84°33′49′′ RILEY CREEK NEAR BACON GAP (1) 9.58 9.82 66 2.263 42 2.07 11 11 03543500

0.61 0.80 14.0 3.90 0.61 0.65 0.74 0.88 1.06 1.38 1.80 2.51 3.56 6.20 10.7 19.6 34.00.78 1.13 16.2 7.06 0.75 0.85 0.97 1.21 1.55 2.30 3.26 4.58 6.61 9.79 14.6 22.2 36.20.59 0.98 15.3 6.65 0.57 0.68 0.81 1.06 1.42 2.17 3.11 4.44 6.47 9.43 13.8 20.5 33.60.61 0.69 1.82 2.08 0.74 0.69 0.72 0.79 0.90 1.13 1.30 1.49 1.55 1.46 2.14 3.36 3.12
116 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 768 03527600 36°35′25′′ 82°59′50′′ NORTH FORK CLINCH RIVER NR KYLES FORD (1) 85.8 83.4 53 2.141 75 2.20 6 16 03528000 5.61 7.90 104 44.0 5.35 6.01 6.71 8.49 10.7 15.8 22.6 35.1 46.7 64.8 102 167 272 4.04 7.15 128 60.1 4.03 4.84 5.89 8.06 11.4 18.7 28.0 41.0 59.7 84.8 119 172 283 4.67 7.78 118 64.6 4.42 5.29 6.47 8.60 11.8 18.2 27.8 41.0 59.9 83.9 114 165 261 0.38 0.44 0.79 2.45 0.33 0.37 0.41 0.47 0.73 1.33 1.77 1.93 1.70 1.47 1.58 2.73 4.42 769 03527700 36°31′01′′ 83°12′57′′ GREASY ROCK CREEK AT SNEEDVILLE (1) 4.83 4.84 50 2.151 35 2.61 9 12 03491000 0.10 0.17 4.20 1.25 0.12 0.14 0.16 0.20 0.26 0.38 0.55 0.84 1.28 1.90 3.20 5.80 13.0 0.26 0.39 6.45 2.84 0.25 0.29 0.34 0.41 0.52 0.76 1.10 1.63 2.41 3.68 5.43 8.64 15.2 0.18 0.33 6.85 3.30 0.17 0.21 0.26 0.36 0.52 0.88 1.37 2.06 3.08 4.48 6.54 9.93 15.9 0.51 0.68 0.53 1.83 0.90 0.87 0.99 1.09 1.19 1.40 1.48 1.48 1.27 0.94 1.02 1.83 3.01 770 03527800 36°27′18′′ 83°14′29′′ BIG WAR CREEK AT LUTHER (1) 22.3 22.3 63 2.154 42 1.88 3 8 03528000 1.37 1.90 25.5 10.4 1.31 1.47 1.64 2.06 2.60 3.81 5.41 8.00 11.0 15.2 25.2 43.3 70.7 1.13 1.75 21.9 9.91 1.04 1.25 1.48 1.86 2.35 3.44 4.77 6.61 9.41 13.7 21.1 36.9 64.4 1.40 2.29 30.5 16.7 1.33 1.60 1.92 2.51 3.35 5.25 7.60 10.8 15.4 21.3 29.7 43.3 69.2 0.51 0.73 0.62 2.10 0.60 0.65 0.76 0.88 1.04 1.31 1.47 1.50 1.30 1.03 1.14 1.47 2.31 771 03528036 36°22′35′′ 83°26′39′′ INDIAN CR AB HWY 25E BRIDGE, TATE SPRINGS (1) 26.5 25.6 64 2.194 29 1.35 4 5 03528000 1.98 2.78 36.3 13.3 1.89 2.11 2.33 2.90 3.61 5.17 7.20 9.10 14.1 24.3 36.0 51.5 84.0 1.33 1.96 26.2 11.7 1.30 1.43 1.65 2.08 2.59 3.73 5.07 7.02 10.3 15.6 24.7 42.2 79.0 1.31 2.19 34.9 17.3 1.26 1.54 1.85 2.43 3.25 5.32 7.70 11.0 16.0 22.6 32.7 48.6 80.6 0.51 0.68 0.48 1.56 0.65 0.67 0.76 0.84 0.96 1.16 1.25 1.26 1.16 0.88 0.94 1.22 2.08 772 03528200 36°27′00′′ 83°26′21′′ BIG SYCAMORE CREEK NEAR SPRINGDALE (1) 21.7 21.6 50 2.192 41 1.99 10 15 03535000 0.38 0.54 17.5 3.50 0.39 0.44 0.49 0.57 0.67 0.98 1.33 1.84 2.60 5.90 12.0 37.1 62.1 0.82 1.33 27.1 10.5 0.82 0.95 1.12 1.43 1.87 2.85 4.14 6.05 9.50 15.3 23.9 39.7 71.0 0.77 1.40 31.3 14.2 0.74 0.92 1.14 1.57 2.21 3.74 5.81 8.82 13.4 19.7 28.8 43.6 71.6 0.59 0.83 0.64 1.79 0.75 0.79 0.92 1.04 1.14 1.31 1.33 1.26 1.23 1.07 1.20 1.82 2.68

 773 03528365 36°21′45′′ 83°45′17′′ LITTLE BARREN CR NR LITTLE BARREN (1) 6.59 6.50 120 2.213 100 1.97 8 8 03535000

0.50 0.73 9.30 4.39 0.52 0.59 0.66 0.78 0.93 1.38 1.90 2.68 3.85 5.53 7.79 11.3 18.91.05 1.43 10.6 6.05 1.04 1.14 1.26 1.50 1.81 2.46 3.25 4.34 5.78 7.78 10.2 13.7 20.71.36 1.74 9.46 5.44 1.28 1.37 1.54 1.77 2.06 2.47 3.11 3.95 5.15 6.78 8.98 12.4 19.30.92 0.96 0.68 1.62 0.74 0.57 0.60 0.62 0.71 0.86 0.96 1.02 1.11 1.19 0.98 0.78 0.84

 774 03528385 36°17′15′′ 83°48′00′′ FALL CREEK AT LICK SKILLET (1) 3.78 3.93 65 2.220 30 3.80 3 9 03535000

0.42 0.61 5.80 3.70 0.46 0.52 0.57 0.67 0.79 1.13 1.52 2.09 2.91 4.30 5.20 6.46 10.80.28 0.43 6.26 3.06 0.27 0.32 0.37 0.46 0.59 0.88 1.27 1.81 2.61 3.80 5.43 7.93 13.40.25 0.44 6.39 3.05 0.24 0.29 0.35 0.47 0.65 1.04 1.49 2.10 2.99 4.28 6.20 9.11 14.31.42 1.55 1.48 2.83 1.53 1.36 1.47 1.68 1.90 2.14 2.18 2.32 2.27 2.02 1.92 1.69 1.98
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report117

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 775 03528390 36°15′56′′ 83°50′25′′ CROOKED CREEK NEAR MAYNARDVILLE (1) 2.23 2.22 65 2.223 11 4.68 3 8 03535000

0.29 0.42 3.60 2.40 0.30 0.34 0.38 0.45 0.53 0.78 1.08 1.53 2.18 2.70 3.20 3.81 6.380.18 0.27 3.91 1.95 0.17 0.19 0.23 0.29 0.38 0.58 0.84 1.18 1.66 2.45 3.70 5.47 9.050.11 0.21 3.72 1.76 0.11 0.13 0.17 0.24 0.34 0.61 0.87 1.23 1.74 2.50 3.78 5.61 8.791.19 1.18 1.02 2.05 1.32 1.17 1.24 1.31 1.41 1.51 1.56 1.67 1.59 1.30 1.54 1.66 1.97

 776 03531700 36°33′18′′ 83°22′51′′ MULBERRY CREEK AT ALANTHUS HILL (1) 23.9 24.5 62 2.160 75 1.83 5 10 03532000

3.22 4.20 42.0 21.9 3.15 3.46 3.76 4.44 5.47 8.05 11.4 16.0 22.9 30.0 40.0 54.1 88.01.84 2.93 36.2 18.0 1.75 2.11 2.49 3.13 4.00 5.99 8.47 12.1 16.9 24.0 33.2 46.9 77.31.73 2.71 33.7 18.1 1.63 1.92 2.29 2.92 3.83 5.60 8.16 11.6 16.7 23.2 31.8 46.3 73.80.46 0.67 0.61 2.14 0.58 0.62 0.73 0.85 1.01 1.29 1.45 1.51 1.33 1.06 1.14 1.38 2.23

 777 03531800 36°27′45′′ 83°33′38′′ RUSSELL CREEK AT TAZEWELL (1) 4.65 4.83 72 2.188 45 1.04 9 13 03532000

0.31 0.42 6.60 2.30 0.30 0.33 0.36 0.43 0.54 0.80 1.16 1.66 2.41 3.80 6.20 10.5 17.10.44 0.66 7.03 3.72 0.42 0.50 0.58 0.71 0.88 1.28 1.78 2.46 3.42 4.68 6.39 9.31 15.00.31 0.48 6.12 3.00 0.29 0.35 0.41 0.51 0.65 0.96 1.35 1.89 2.72 3.81 5.50 8.27 13.81.48 1.43 1.06 2.35 1.64 1.25 1.27 1.35 1.47 1.61 1.66 1.75 1.70 1.52 1.34 1.30 1.61

 778 03531815 36°30′08′′ 83°30′23′′ RUSSELL CREEK NEAR CAVE SPRING (1) 19.9 20.8 81 2.188 54 1.21 7 7 03532000

2.66 3.50 33.5 18.3 2.60 2.85 3.10 3.67 4.54 6.69 9.47 13.4 19.2 24.5 32.0 45.0 73.31.90 2.80 24.7 13.9 1.78 2.02 2.33 2.92 3.69 5.30 7.14 9.51 13.0 17.9 24.9 36.2 63.01.89 2.77 27.6 14.9 1.79 2.07 2.41 2.95 3.68 5.24 7.18 9.78 13.6 18.5 25.7 37.2 60.61.20 1.08 0.40 1.34 1.14 1.00 1.03 1.02 1.02 1.00 0.98 0.96 0.96 0.78 0.71 0.74 1.15

 779 03531900 36°35′18′′ 83°36′20′′ INDIAN CREEK AT GREERS CHAPEL (1) 62.5 62.5 52 2.182 68 2.18 9 12 03532000

5.14 6.62 93.0 34.7 5.01 5.50 5.97 7.07 8.70 12.8 18.0 25.5 36.4 56.5 86.0 141 2302.54 4.52 97.9 43.7 2.56 3.10 3.79 5.19 7.50 12.7 19.1 28.9 42.8 61.6 87.6 129 2163.04 5.20 92.1 45.3 2.91 3.50 4.30 5.77 7.99 12.5 19.3 28.8 42.8 61.6 85.9 126 2030.37 0.44 0.65 2.22 0.35 0.39 0.44 0.52 0.84 1.55 1.89 1.96 1.67 1.33 1.41 2.49 3.54

 780 03532070 36°31′45′′ 83°44′26′′ OLD TOWN CREEK NEAR RED HILL (1) 6.72 7.05 62 2.183 38 1.64 3 5 03491000

0.43 0.66 8.70 3.87 0.43 0.50 0.58 0.72 0.90 1.29 1.81 2.67 3.95 5.77 7.80 10.7 18.00.45 0.68 9.67 4.33 0.44 0.51 0.59 0.73 0.91 1.33 1.87 2.66 3.81 5.68 8.46 13.3 22.30.37 0.62 9.63 4.69 0.36 0.43 0.52 0.68 0.90 1.43 2.08 2.99 4.35 6.18 8.94 13.4 21.91.05 1.00 0.81 1.80 1.53 1.31 1.31 1.29 1.29 1.36 1.38 1.42 1.32 1.02 1.09 1.45 2.36

 781 03532100 36°26′36′′ 83°54′59′′ DAVIS CREEK NEAR SPEEDWELL (1) 31.2 32.4 51 2.220 53 1.55 10 23 03532000

3.60 4.60 51.3 25.2 3.57 3.93 4.27 5.06 6.24 9.20 13.0 18.5 26.4 36.2 49.7 70.6 1151.46 2.28 45.8 18.5 1.44 1.67 1.95 2.46 3.19 4.93 7.25 10.7 16.8 26.5 39.9 62.6 1091.19 2.10 46.8 20.1 1.15 1.41 1.74 2.34 3.24 5.26 8.16 12.4 19.0 28.2 41.2 62.7 1050.54 0.78 0.66 1.92 0.71 0.76 0.87 1.00 1.18 1.47 1.52 1.43 1.37 1.15 1.35 2.13 3.18
118 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 782 03532200 36°23′19′′ 84°07′33′′ BIG CREEK AT LAFOLLETE (1) 24.0 23.8 35 2.229 61 3.39 9 16 03532000 0.38 0.48 40.0 6.40 0.37 0.41 0.44 0.53 0.66 0.98 1.41 2.02 7.80 28.2 38.7 55.0 89.6 0.00 0.80 43.9 14.9 0.00 0.00 0.60 0.89 1.40 2.60 4.54 7.63 13.6 23.9 37.3 57.2 101 0.00 0.56 39.3 12.8 0.00 0.00 0.42 0.66 1.09 2.13 4.01 7.19 12.6 21.2 32.8 53.7 90.1 0.80 1.18 2.99 3.14 0.64 0.70 0.81 0.97 1.18 1.53 1.75 1.78 1.92 2.23 3.32 4.82 5.79 783 03532480 36°18′25′′ 84°13′35′′ COVE CR AB COVE LAKE NR CARYVILLE (1) 23.8 24.0 33 2.233 61 3.35 4 4 03532000 0.76 0.96 39.2 5.23 0.74 0.81 0.88 1.04 1.29 1.90 2.70 3.82 5.48 14.0 37.9 53.8 87.7 0.00 0.58 47.1 14.6 0.00 0.00 0.00 0.65 1.10 2.21 4.11 7.26 13.6 24.7 39.9 60.8 109 0.00 0.36 39.8 11.5 0.00 0.00 0.00 0.44 0.75 1.59 3.21 6.13 11.4 20.1 32.0 54.3 93.0 0.82 1.22 3.19 3.69 0.62 0.69 0.79 0.92 1.08 1.55 1.89 1.99 2.22 2.74 3.56 4.55 5.43 784 03534000 36°13′14′′ 84°09′27′′ COAL CREEK AT LAKE CITY (1) 24.5 24.4 36 2.235 61 3.34 10 18 03532000 0.80 1.02 40.6 10.0 0.78 0.86 0.93 1.11 1.38 2.05 2.93 4.18 11.8 28.6 39.3 55.8 90.9 0.00 0.91 43.4 15.0 0.00 0.00 0.69 1.01 1.55 2.81 4.77 7.85 13.7 23.6 36.8 56.9 100 0.00 0.67 40.5 13.5 0.00 0.00 0.51 0.78 1.26 2.41 4.43 7.76 13.4 22.2 34.1 55.2 92.2 0.72 1.16 3.30 3.36 0.54 0.64 0.75 0.90 1.11 1.43 1.74 1.81 1.98 2.32 3.48 4.82 6.14 785 03534020 36°10′07′′ 84°08′39′′ CANE CREEK NEAR MEDFORD STATION (1) 5.70 6.10 58 2.236 38 2.14 7 7 03538225 0.46 0.71 12.0 7.20 0.49 0.55 0.62 0.76 1.02 1.63 2.55 3.85 5.82 8.10 10.5 14.0 23.5 0.41 0.61 9.29 4.08 0.40 0.45 0.52 0.65 0.82 1.21 1.70 2.44 3.51 5.29 7.92 12.1 20.6 0.28 0.49 9.23 3.96 0.27 0.33 0.40 0.54 0.73 1.18 1.75 2.56 3.81 5.62 8.32 12.6 20.7 0.77 0.88 2.31 2.69 1.03 0.99 1.06 1.20 1.37 1.65 1.80 2.02 2.07 1.80 2.34 3.32 3.78 786 03534200 36°08′45′′ 84°04′34′′ HINDS CREEK NEAR CLINTON (1) 39.3 39.9 65 2.235 39 3.31 13 14 03535000 3.04 4.35 56.2 26.5 3.13 3.56 3.98 4.71 5.62 8.30 11.5 16.2 23.2 33.4 47.1 68.0 114 2.50 3.74 50.5 23.8 2.41 2.73 3.16 3.99 5.06 7.50 10.5 14.9 22.0 31.6 46.4 71.7 127 2.83 4.71 66.6 32.7 2.73 3.21 3.88 5.21 7.14 11.2 16.1 22.7 32.3 45.8 64.5 92.6 146 0.54 0.52 0.55 1.87 0.64 0.57 0.58 0.61 0.68 0.77 0.82 0.83 1.36 1.06 1.20 1.81 3.02

 787 03534500 36°11′05′′ 84°03′34′′ BUFFALO CREEK AT NORRIS (1) 9.92 9.37 69 2.234 62 1.60 11 19 03532000

0.36 0.47 10.4 2.77 0.35 0.39 0.42 0.51 0.63 0.95 1.38 1.99 2.91 4.05 9.10 22.5 36.50.74 1.11 14.3 6.89 0.72 0.83 0.96 1.19 1.49 2.19 3.06 4.28 6.18 9.03 12.7 18.8 31.40.66 1.03 13.6 6.24 0.63 0.73 0.87 1.10 1.41 2.04 2.90 4.09 5.91 8.45 12.1 17.9 29.30.94 0.94 1.30 2.04 0.99 0.93 0.96 1.01 1.10 1.25 1.33 1.43 1.75 1.68 1.75 1.83 2.22

 788 03534510 36°09′38′′ 84°04′49′′ BUFFALO CREEK NEAR NORRIS (1) 13.8 15.8 71 2.235 68 1.57 5 7 03532000

0.51 0.69 22.7 6.70 0.50 0.55 0.61 0.73 0.92 1.42 2.08 3.06 7.50 16.0 22.0 31.2 50.81.34 1.95 25.9 12.0 1.31 1.48 1.69 2.07 2.62 3.88 5.45 7.69 11.3 16.4 23.2 34.0 56.31.22 1.86 23.0 10.8 1.17 1.35 1.59 1.99 2.55 3.62 5.10 7.16 10.3 14.6 20.6 30.3 49.51.12 0.98 0.88 1.96 1.30 1.12 1.10 1.07 1.12 1.25 1.32 1.37 1.51 1.33 1.48 1.59 1.71
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report119

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 789 03534927 36°14′18′′ 83°44′43′′ BULLRUN CREEK NEAR LUTTRELL (1) 9.51 9.55 65 2.221 31 2.63 3 8 03535000

0.72 1.05 13.4 6.33 0.75 0.85 0.95 1.13 1.34 1.99 2.75 3.87 5.55 7.98 11.3 16.2 27.20.65 0.98 14.0 6.45 0.64 0.72 0.84 1.05 1.35 2.01 2.84 4.00 5.79 8.73 12.9 19.5 33.00.58 0.98 14.8 7.06 0.56 0.66 0.80 1.07 1.46 2.34 3.36 4.76 6.82 9.74 14.1 20.8 33.20.94 0.97 0.95 2.00 1.04 0.97 1.03 1.11 1.21 1.36 1.42 1.48 1.59 1.34 1.45 1.65 2.07

 790 03534975 36°13′47′′ 83°49′18′′ N FORK BULLRUN CR BL MAYNARDVILLE (1) 6.79 6.86 80 2.224 48 1.58 3 8 03535000

0.53 0.77 9.59 4.52 0.54 0.61 0.68 0.80 0.96 1.42 1.96 2.77 3.96 5.70 8.03 11.6 19.40.62 0.94 10.7 5.63 0.62 0.70 0.80 1.00 1.27 1.88 2.62 3.63 5.08 7.18 9.99 14.2 22.80.59 0.88 9.77 4.78 0.56 0.65 0.76 0.94 1.19 1.71 2.34 3.20 4.50 6.29 8.94 13.1 21.31.70 1.58 1.37 2.44 1.60 1.30 1.34 1.36 1.44 1.54 1.58 1.73 1.96 1.83 1.55 1.26 1.62

 791 03534980 36°13′46′′ 83°49′30′′ N FORK BULLRUN CR NR MAYNARDVILLE (1) 7.82 7.82 82 2.225 51 1.60 1 4 03535000

0.60 0.87 11.0 5.21 0.62 0.70 0.78 0.93 1.11 1.63 2.26 3.19 4.57 6.56 9.25 13.4 22.40.71 1.08 12.4 6.51 0.71 0.79 0.91 1.14 1.45 2.15 3.02 4.17 5.86 8.38 11.7 16.6 26.60.71 1.06 11.2 5.54 0.68 0.78 0.91 1.13 1.42 2.01 2.74 3.74 5.22 7.26 10.3 15.0 24.31.44 1.38 1.43 2.32 1.32 1.08 1.13 1.17 1.28 1.42 1.48 1.63 1.82 1.73 1.50 1.26 1.63

 792 03534990 36°11′12′′ 83°53′09′′ RACCOON CREEK AT PAULETTE (1) 5.10 5.09 104 2.229 56 1.40 3 9 03535000

0.54 0.81 7.70 4.50 0.56 0.63 0.71 0.84 1.00 1.47 2.02 2.85 4.07 5.30 6.70 8.71 14.60.76 1.11 8.35 4.97 0.76 0.84 0.96 1.17 1.43 2.01 2.69 3.56 4.68 6.13 7.99 10.6 16.40.65 0.90 7.10 3.68 0.62 0.69 0.79 0.94 1.13 1.50 1.94 2.54 3.45 4.68 6.53 9.40 15.21.12 1.14 1.42 2.92 1.11 0.89 0.94 0.98 1.09 1.28 1.40 1.59 1.87 2.17 1.72 1.28 1.53

 793 03535050 36°01′56′′ 84°05′50′′ BULLRUN CREEK NEAR POWELL (1) 93.3 93.9 90 2.240 43 2.03 4 6 03535000

9.59 14.0 140 73.0 9.87 11.1 12.4 14.5 17.1 24.7 33.6 46.4 65.2 88.0 120 159 267

11.3 16.2 160 89.7 10.8 12.1 14.0 17.5 21.7 30.6 41.3 56.2 84.1 113 151 207 336

10.9 16.0 147 79.8 10.4 11.9 13.8 17.3 22.1 31.8 42.7 56.8 77.3 104 143 199 318

0.76 0.69 0.86 2.52 0.74 0.68 0.67 0.67 0.72 0.80 0.88 0.96 1.52 1.41 1.26 1.44 2.54

 794 03535055 36°00′17′′ 84°08′32′′ BULLRUN CREEK NEAR EDGEMOOR (1) 103 104 91 2.242 45 2.01 4 4 03532000

12.6 16.5 169 83.1 11.8 12.9 14.1 16.6 20.6 30.3 42.9 60.8 87.0 119 164 233 37913.0 18.6 183 101 12.5 14.0 16.2 20.1 25.0 35.1 47.2 64.1 96.0 129 174 239 38512.4 18.0 163 88.5 11.8 13.5 15.6 19.5 24.9 35.5 47.5 63.1 85.8 116 158 220 350

0.77 0.70 1.50 3.02 0.75 0.69 0.68 0.66 0.70 0.77 0.85 0.95 1.71 1.69 1.58 1.65 2.75

 795 03535183 36°05′07′′ 83°55′16′′ WILLOW FORK AT HALLS CROSSROADS (1) 7.12 7.16 75 2.235 76 1.64 9 10 03535000

0.73 1.07 10.9 6.44 0.75 0.85 0.96 1.13 1.35 2.01 2.78 3.93 5.65 8.13 9.70 12.2 20.40.60 0.89 10.8 5.33 0.60 0.68 0.77 0.93 1.16 1.72 2.40 3.36 4.87 6.94 9.70 14.4 23.70.62 0.92 10.4 4.88 0.59 0.67 0.79 0.97 1.23 1.68 2.34 3.25 4.63 6.55 9.23 13.6 22.01.55 1.45 1.44 2.36 1.53 1.26 1.30 1.34 1.45 1.59 1.64 1.76 1.96 1.94 1.75 1.56 1.72
120 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 796 03535186 36°04′16′′ 83°56′49′′ BEAVER CR BL HINES BR, HALLS CROSSROADS (1) 32.1 32.0 75 2.236 50 1.65 2 7 03535000 2.55 3.75 45.3 21.4 2.53 2.87 3.21 3.81 4.54 6.70 9.28 13.1 18.7 27.0 38.0 54.8 91.8 2.71 3.94 43.7 22.4 2.62 2.96 3.38 4.18 5.20 7.60 10.5 14.4 20.5 28.9 40.3 58.5 101 2.60 3.98 47.5 23.3 2.49 2.89 3.40 4.30 5.55 8.13 11.3 15.7 22.2 31.1 43.7 63.3 103 1.22 1.14 0.44 1.53 1.33 1.16 1.18 1.16 1.22 1.27 1.23 1.17 1.12 0.89 0.91 1.11 1.95 797 03535187 36°03′31′′ 83°58′25′′ BEAVER CREEK NEAR DANTE (1) 36.4 36.6 74 2.237 52 1.62 3 4 03535000 3.17 4.80 55.0 28.8 3.27 3.72 4.17 4.96 5.93 8.83 12.3 17.5 25.2 36.5 46.5 62.2 104 2.89 4.24 53.5 26.4 2.78 3.16 3.63 4.51 5.66 8.40 11.8 16.6 23.9 34.2 48.1 70.3 120 2.93 4.49 54.3 26.5 2.80 3.26 3.84 4.86 6.27 9.17 12.8 17.8 25.3 35.5 49.9 72.2 118 0.84 0.85 0.51 1.76 0.89 0.81 0.84 0.88 1.00 1.20 1.29 1.29 1.27 1.04 1.10 1.42 2.46 798 03535195 36°01′37′′ 84°01′39′′ BEAVER CR AT BRICKYARD RD NR POWELL (1) 52.5 52.2 77 2.239 51 1.65 4 4 03535000 4.66 6.90 75.0 38.5 4.81 5.46 6.11 7.26 8.66 12.9 17.8 25.2 36.3 47.0 65.0 89.7 150 4.15 6.06 77.6 38.7 3.99 4.51 5.19 6.45 8.04 11.8 16.3 22.7 35.4 49.7 69.9 102 172 4.54 6.86 78.4 39.2 4.34 5.02 5.89 7.43 9.56 13.9 19.3 26.6 37.5 52.1 72.7 104 170 0.57 0.54 0.52 1.87 0.61 0.56 0.57 0.59 0.66 0.76 0.82 0.84 1.25 1.03 1.10 1.40 2.36 799 03535200 36°01′06′′ 84°03′06′′ BEAVER CREEK NEAR POWELL (1) 56.1 56.1 78 2.240 51 1.65 13 20 03535000 5.40 7.90 85.0 47.5 5.57 6.33 7.08 8.39 10.0 14.8 20.6 29.0 41.7 60.0 75.0 95.8 161 4.53 6.59 85.3 42.5 4.36 4.92 5.66 7.02 8.75 12.8 17.7 24.7 39.1 54.7 76.7 112 187 4.99 7.51 84.3 42.3 4.77 5.51 6.46 8.14 10.4 15.2 21.0 28.8 40.5 56.2 78.3 112 182 0.59 0.56 0.51 1.92 0.63 0.57 0.59 0.61 0.68 0.78 0.85 0.89 1.26 1.05 1.04 1.19 1.94 800 03535400 35°57′51′′ 84°10′41′′ BEAVER CREEK AT SOLWAY (1) 86.8 86.8 85 2.244 51 1.63 7 11 03535000 6.65 10.0 123 57.8 6.84 7.77 8.68 10.3 12.3 18.1 25.1 35.3 50.7 72.9 103 148 248 9.69 13.8 149 79.3 9.30 10.4 12.0 14.9 18.5 26.2 35.5 48.6 75.9 103 139 195 318 8.99 13.1 132 68.3 8.58 9.82 11.4 14.2 18.1 25.8 35.0 47.3 65.5 89.6 124 175 283 0.59 0.56 0.83 2.53 0.61 0.57 0.58 0.59 0.63 0.72 0.81 0.89 1.52 1.40 1.23 1.37 2.32

 801 03535405 35°57′04′′ 84°12′23′′ BEAVER CREEK AT COUCH FORD (1) 90.3 89.9 86 2.245 53 1.64 6 7 03535000

7.24 10.3 127 60.1 7.12 8.08 9.03 10.7 12.8 18.9 26.1 36.8 52.7 75.8 107 154 258

10.5 14.9 157 83.5 10.1 11.2 13.0 16.0 19.9 28.0 37.8 51.7 80.3 109 147 204 333

9.61 14.0 137 71.1 9.17 10.5 12.1 15.1 19.1 27.0 36.7 49.4 68.3 93.3 128 181 2930.59 0.56 0.82 2.48 0.60 0.56 0.57 0.58 0.62 0.70 0.79 0.87 1.49 1.37 1.20 1.35 2.29

 802 03535619 35°56′01′′ 84°13′43′′ CONNOR CREEK NEAR SOLWAY STATION (1) 6.40 6.70 120 2.246 73 1.55 12 13 03535000

0.92 1.37 10.0 7.20 0.95 1.08 1.20 1.42 1.69 2.48 3.42 4.79 6.82 8.00 9.40 10.9 18.31.09 1.55 11.9 6.88 1.11 1.21 1.35 1.63 2.01 2.80 3.75 5.00 6.65 8.84 11.5 15.3 23.61.16 1.52 9.74 5.14 1.10 1.20 1.34 1.55 1.83 2.28 2.88 3.68 4.89 6.55 8.96 12.6 20.20.85 0.82 1.24 1.74 0.69 0.54 0.56 0.57 0.64 0.76 0.86 1.00 1.20 1.49 1.39 1.18 1.44
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report121

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 803 03538090 35°52′58′′ 84°20′51′′ PAWPAW CREEK NEAR MELTON HILL (1) 8.71 8.69 120 2.251 99 1.96 13 27 03538225

0.29 0.45 17.4 6.40 0.31 0.35 0.40 0.50 0.67 1.09 1.74 2.67 4.12 8.20 14.9 21.4 35.91.28 1.79 15.3 8.47 1.32 1.43 1.58 1.89 2.34 3.29 4.46 6.02 8.31 11.4 15.2 20.4 31.31.76 2.25 13.3 7.10 1.65 1.77 1.99 2.29 2.69 3.23 4.08 5.19 6.84 9.16 12.3 17.1 26.80.87 0.87 1.50 1.79 0.72 0.58 0.60 0.60 0.66 0.78 0.91 1.08 1.27 1.61 1.48 1.22 1.60

 804 03538130 35°51′53′′ 84°23′07′′ CANEY CREEK NEAR KINGSTON (1) 5.55 6.55 119 2.253 62 2.19 6 10 03538225

0.61 0.92 12.5 8.90 0.64 0.72 0.81 1.01 1.36 2.18 3.42 5.18 7.88 9.50 11.6 13.7 22.91.05 1.49 11.4 6.62 1.07 1.16 1.30 1.57 1.92 2.68 3.59 4.80 6.39 8.44 10.9 14.4 22.51.17 1.57 10.1 5.40 1.11 1.21 1.37 1.62 1.94 2.47 3.12 3.97 5.24 7.03 9.60 13.4 21.10.95 0.90 1.37 1.89 0.84 0.66 0.68 0.68 0.74 0.86 0.96 1.11 1.33 1.70 1.66 1.35 1.61

 805 03538160 36°01′57′′ 84°18′16′′ POPLAR CR AT BATLEY RD, OLIVER SPRINGS (1) 30.3 29.7 37 2.244 59 3.27 6 8 03538225

0.53 0.84 49.0 13.4 0.57 0.64 0.73 0.91 1.25 2.05 3.30 5.13 7.97 18.2 36.0 74.6 1250.00 1.07 52.0 17.7 0.00 0.00 0.84 1.22 1.85 3.31 5.64 9.33 16.2 27.6 43.2 67.5 1190.00 0.92 49.8 16.9 0.00 0.00 0.70 1.07 1.70 3.18 5.73 9.87 16.8 27.6 42.1 67.4 1130.82 1.41 3.48 3.44 0.56 0.70 0.81 0.94 1.06 1.30 1.75 1.83 1.93 2.31 3.84 6.57 7.49

 806 03538180 36°04′11′′ 84°13′40′′ BRUSHY FORK AT DOSSETT (1) 10.2 10.2 54 2.241 39 2.19 7 10 03538225

0.78 1.21 21.3 12.7 0.82 0.92 1.04 1.29 1.73 2.77 4.33 6.55 9.94 14.5 18.9 25.1 42.00.50 0.81 14.6 6.28 0.48 0.58 0.69 0.88 1.13 1.69 2.47 3.58 5.21 8.04 12.2 19.7 34.30.41 0.73 15.7 6.55 0.40 0.48 0.59 0.81 1.13 1.85 2.81 4.19 6.33 9.45 14.0 21.3 35.20.51 0.74 1.52 2.58 0.67 0.75 0.84 0.95 1.09 1.31 1.50 1.68 1.74 1.64 1.84 2.97 4.19

 807 03538200 36°01′20′′ 84°18′37′′ POPLAR CREEK NEAR OLIVER SPRINGS (1) 55.9 56.3 47 2.245 50 2.70 6 12 03538225

3.94 5.90 112 59.3 4.18 4.68 5.25 6.46 8.62 13.6 21.0 31.5 47.2 67.9 94.1 138 2301.34 2.37 88.4 33.9 1.35 1.63 2.00 2.73 3.83 6.41 10.4 17.1 30.4 47.9 74.1 117 2061.87 3.51 92.2 38.0 1.83 2.25 2.82 3.97 5.78 9.78 15.6 24.1 37.4 56.7 82.8 125 2050.51 0.72 1.52 3.90 0.41 0.42 0.46 0.52 0.61 0.70 0.91 1.08 2.18 2.03 2.74 4.56 6.78

 808 03538215 36°02′45′′ 84°20′48′′ INDIAN CREEK AT OLIVER SPRINGS (1) 18.4 18.1 35 2.245 66 3.06 7 11 03538225

0.17 0.32 34.0 12.3 0.18 0.22 0.26 0.37 0.58 1.19 2.37 4.47 8.48 15.8 26.9 45.3 75.80.00 0.65 32.7 10.9 0.00 0.00 0.00 0.71 1.12 2.08 3.47 5.68 10.0 18.0 28.6 43.6 75.40.00 0.41 29.8 9.23 0.00 0.00 0.00 0.48 0.79 1.52 2.87 5.16 9.12 15.5 24.3 40.0 67.90.53 0.87 2.61 3.04 0.42 0.46 0.54 0.72 0.83 1.11 1.50 1.67 1.80 2.15 2.77 3.89 5.17

 809 03538243 35°59′46′′ 84°18′10′′ MILL BRANCH AT OAK RIDGE (1) 1.78 1.76 65 2.246 20 3.75 6 10 03538225

0.11 0.15 3.49 1.82 0.11 0.12 0.14 0.17 0.23 0.38 0.60 0.93 1.43 2.11 2.98 4.29 7.190.19 0.29 3.05 1.60 0.18 0.21 0.24 0.29 0.38 0.55 0.76 1.03 1.42 1.94 2.80 4.00 6.560.09 0.17 2.91 1.28 0.09 0.11 0.14 0.19 0.26 0.44 0.62 0.88 1.27 1.85 2.78 4.17 6.620.76 0.87 1.45 2.10 0.97 0.83 0.87 0.93 1.11 1.42 1.59 1.78 1.72 1.34 1.82 2.31 3.33
122 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 810 03538244 35°59′23′′ 84°19′09′′ E F POPLAR CR AT COUNTY LINE, OAK RIDGE (1) 12.4 12.4 69 2.246 42 1.81 6 6 03538225 0.72 1.13 24.8 12.9 0.76 0.86 0.97 1.22 1.65 2.69 4.28 6.58 10.1 15.0 21.2 30.5 51.1 1.01 1.49 20.3 9.39 0.98 1.11 1.27 1.59 2.04 3.03 4.28 6.01 8.74 13.0 19.0 27.7 46.0 0.81 1.30 18.7 8.51 0.78 0.92 1.09 1.41 1.86 2.83 4.01 5.66 8.17 11.7 16.9 25.1 41.1 0.75 0.85 1.34 2.54 0.82 0.78 0.84 0.94 1.08 1.40 1.54 1.62 1.85 1.89 2.11 2.22 2.30 811 03538247 35°58′31′′ 84°20′08′′ GUM HOLLOW BRANCH AT OAK RIDGE (1) 2.40 2.38 65 2.247 13 4.83 6 10 03538225 0.11 0.18 4.80 2.10 0.12 0.13 0.15 0.19 0.25 0.41 0.65 1.00 1.54 2.65 4.10 5.91 9.89 0.23 0.34 3.98 2.02 0.23 0.25 0.29 0.37 0.47 0.68 0.94 1.27 1.81 2.54 3.93 5.84 9.21 0.12 0.23 4.12 1.86 0.12 0.15 0.18 0.26 0.37 0.65 0.93 1.31 1.87 2.72 4.10 6.09 9.58 0.92 0.99 1.38 2.10 1.14 1.02 1.09 1.22 1.38 1.60 1.68 1.86 1.75 1.35 1.87 2.35 3.54 812 03538275 35°56′50′′ 84°21′48′′ BEAR CREAK NEAR OAK RIDGE (1) 7.15 7.32 65 2.249 26 3.09 7 9 03538270 0.44 0.72 12.7 6.75 0.39 0.44 0.54 0.74 1.01 1.59 2.47 3.52 5.09 7.62 10.9 16.6 27.7 0.52 0.76 12.4 5.25 0.52 0.58 0.66 0.81 1.04 1.56 2.26 3.24 4.73 7.41 11.3 16.9 27.4 0.42 0.73 12.0 5.40 0.41 0.49 0.60 0.81 1.11 1.82 2.61 3.70 5.33 7.72 11.4 16.8 26.9 0.72 0.84 1.92 2.38 0.88 0.83 0.89 1.02 1.17 1.44 1.57 1.77 1.87 1.65 2.06 2.88 2.85 813 03538296 36°09′17′′ 84°35′04′′ GREASY CREEK NEAR GOBEY (0) 13.8 13.8 34 2.244 71 3.08 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.53 25.3 9.16 0.00 0.00 0.00 0.55 0.88 1.63 2.79 4.56 7.98 14.0 22.3 33.0 57.5 0.00 0.26 22.7 6.65 0.00 0.00 0.00 0.31 0.51 1.01 1.96 3.62 6.57 11.4 18.1 30.4 51.8 0.54 0.81 2.32 3.15 0.50 0.54 0.65 0.90 1.07 1.43 1.69 1.75 1.83 2.13 2.68 3.72 4.52 814 035382968 36°08′58′′ 84°35′50′′ EMORY RIVER AT GOBEY (0) 43.3 43.4 34 2.245 74 3.35 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 1.21 83.3 27.7 0.00 0.00 0.85 1.37 2.42 4.78 8.59 14.7 26.5 47.0 72.7 111 197 0.00 0.88 73.5 22.4 0.00 0.00 0.66 1.04 1.74 3.45 6.72 12.4 22.3 38.4 59.8 98.6 167 1.14 1.68 5.14 4.27 0.61 0.64 0.69 0.82 0.98 1.41 1.85 2.07 2.42 2.79 5.13 6.68 7.26

 815 03538398 36°08′02′′ 84°37′31′′ ROCK CREEK NEAR GOBEY (0) 31.2 31.3 35 2.246 65 2.63 1 -- --

-- -- -- -- -- -- -- -- ----- -- -- -- -- -- -- --

0.00 0.97 56.9 19.0 0.00 0.00 0.72 1.11 1.80 3.41 5.93 9.96 17.7 30.8 48.5 75.4 1320.00 0.69 50.7 15.8 0.00 0.00 0.52 0.81 1.32 2.57 4.85 8.74 15.5 26.3 41.1 67.8 1160.88 1.55 4.85 4.51 0.55 0.69 0.80 0.97 1.10 1.41 2.03 2.23 2.58 2.99 4.85 6.25 7.28

 816 03538600 35°57′27′′ 85°03′00′′ OBED RIVER AT CROSSVILLE (0) 12.0 12.0 32 2.282 9 3.31 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.13 22.8 6.51 0.00 0.00 0.00 0.15 0.26 0.66 1.49 3.32 6.67 11.5 19.3 29.5 52.70.00 0.08 20.8 4.87 0.00 0.00 0.00 0.10 0.20 0.58 1.23 2.49 4.91 9.25 16.7 30.2 54.60.55 0.83 3.92 4.29 0.44 0.48 0.55 0.73 0.83 1.37 1.94 2.27 2.70 3.25 4.07 4.72 5.75
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report123

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 817 03538871 36°03′16′′ 84°51′21′′ OTTER CREEK NEAR HEBBERTSBURG (0) 11.4 16.9 32 2.276 9 3.31 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.10 30.0 7.66 0.00 0.00 0.00 0.12 0.21 0.58 1.45 3.49 7.47 13.2 22.3 35.6 67.40.00 0.12 29.2 7.00 0.00 0.00 0.00 0.15 0.29 0.83 1.77 3.58 7.05 13.2 23.7 42.5 76.90.64 0.96 4.56 4.49 0.50 0.53 0.61 0.80 0.95 1.52 2.13 2.38 2.85 3.73 5.67 7.15 7.44

 818 03539000 35°53′26′′ 84°56′16′′ DADDYS CREEK NEAR GRASSY COVE (0) 51.2 52.2 32 2.284 17 3.13 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.24 95.1 25.1 0.00 0.00 0.17 0.33 0.64 2.04 5.28 12.2 25.3 45.8 75.3 121 2250.00 0.41 91.5 22.3 0.00 0.00 0.29 0.52 1.00 2.64 5.67 11.5 22.5 42.0 72.9 129 2321.26 1.96 6.44 5.67 0.58 0.64 0.73 0.92 1.05 1.63 2.37 2.98 3.32 3.96 5.95 6.39 7.99

 819 03539650 35°59′43′′ 84°49′15′′ CRABAPPLE BRANCH NR WATSON (0) 5.05 5.12 32 2.279 37 2.66 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.14 9.89 3.03 0.00 0.00 0.00 0.00 0.24 0.47 0.86 1.60 3.05 5.14 8.69 13.4 23.10.00 0.04 8.41 1.90 0.00 0.00 0.00 0.00 0.09 0.22 0.47 0.95 1.89 3.60 6.24 11.3 20.50.37 0.58 2.91 3.50 0.45 0.47 0.56 0.79 0.99 1.44 1.91 2.23 2.68 2.70 3.73 5.35 7.62

 820 03539715 36°05′23′′ 85°03′50′′ NO BUSINESS CREEK AT ISOLINE (0) 2.83 2.86 32 2.277 9 3.31 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.00 5.45 1.82 0.00 0.00 0.00 0.00 0.10 0.21 0.44 0.93 1.84 2.97 4.80 7.52 13.20.00 0.00 4.82 1.09 0.00 0.00 0.00 0.00 0.05 0.13 0.27 0.55 1.10 2.08 3.82 7.02 12.70.47 0.57 1.38 3.18 0.71 0.66 0.72 0.92 1.16 1.72 2.16 2.50 2.35 1.73 2.22 3.36 4.36

 821 03539748 36°07′44′′ 84°43′19′′ LITTLE CLEAR CREEK NEAR HOWARD MILL (0) 10.5 10.7 34 2.247 49 2.76 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.37 18.7 6.38 0.00 0.00 0.00 0.38 0.60 1.11 1.90 3.25 5.72 9.59 15.7 24.5 42.60.00 0.18 17.2 4.95 0.00 0.00 0.00 0.21 0.36 0.74 1.44 2.67 4.87 8.51 13.8 23.4 40.40.54 0.79 2.45 3.45 0.50 0.53 0.62 0.84 1.00 1.36 1.67 1.87 2.10 2.20 2.46 3.04 4.03

 822 03540090 35°58′09′′ 84°40′13′′ CRAB ORCHARD CREEK AT PINE ORCHARD (0) 18.9 18.9 32 2.257 24 2.96 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.24 34.7 10.0 0.00 0.00 0.00 0.27 0.47 1.14 2.36 4.72 9.31 16.9 28.4 44.5 80.30.00 0.16 31.4 7.80 0.00 0.00 0.00 0.20 0.36 0.91 1.96 3.95 7.75 14.4 24.7 44.0 78.50.62 1.00 4.50 4.83 0.47 0.51 0.59 0.78 0.92 1.33 2.00 2.28 2.75 3.60 5.19 6.63 7.25

 823 03540103 36°01′34′′ 84°35′19′′ MILL CREEK NEAR DEERMONT (0) 7.52 7.55 32 2.251 17 3.13 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.13 12.8 3.47 0.00 0.00 0.00 0.13 0.23 0.45 0.89 1.79 3.51 5.94 10.5 17.4 31.00.00 0.06 12.4 3.05 0.00 0.00 0.00 0.07 0.14 0.36 0.76 1.54 3.02 5.63 9.88 17.8 31.70.69 0.83 2.23 3.63 0.80 0.79 0.86 1.04 1.20 1.58 1.78 1.86 2.12 2.21 2.56 3.18 4.12
124 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 824 03541487 35°51′14′′ 84°44′17′′ PINEY CREEK NEAR WESTEL (0) 19.0 18.9 32 2.268 22 3.02 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.19 35.0 9.61 0.00 0.00 0.00 0.22 0.38 0.95 2.12 4.50 9.18 16.8 28.2 44.3 80.6 0.00 0.15 31.9 7.76 0.00 0.00 0.00 0.19 0.36 0.91 1.95 3.94 7.75 14.5 25.0 44.6 79.9 0.70 1.03 4.51 4.70 0.52 0.55 0.64 0.84 0.99 1.59 2.22 2.42 2.86 3.66 5.30 6.76 7.17 825 03541490 35°52′29′′ 84°47′19′′ MAMMYS CREEK NEAR OZONE (0) 9.54 9.35 32 2.267 38 2.64 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.24 18.0 5.67 0.00 0.00 0.00 0.25 0.41 0.84 1.58 2.91 5.39 9.17 15.4 23.6 41.5 0.00 0.08 15.3 3.61 0.00 0.00 0.00 0.10 0.18 0.42 0.89 1.80 3.57 6.71 11.5 20.7 37.2 0.53 0.80 3.06 4.03 0.49 0.52 0.60 0.80 0.90 1.41 1.87 2.15 2.47 2.86 3.46 3.97 5.05 826 03541990 35°51′51′′ 84°41′20′′ BLACK CREEK AT ROCKWOOD (1) 3.48 3.50 42 2.265 66 2.67 1 4 03543500 0.27 0.37 6.00 1.91 0.27 0.29 0.33 0.40 0.49 0.65 0.87 1.24 1.81 2.68 4.60 7.14 12.3 0.17 0.29 5.59 2.64 0.15 0.19 0.23 0.31 0.42 0.65 0.98 1.49 2.24 3.07 4.42 6.86 12.3 0.08 0.15 5.63 1.90 0.08 0.09 0.12 0.17 0.25 0.42 0.70 1.14 1.87 3.02 4.63 7.43 12.4 0.48 0.57 1.55 2.69 0.79 0.71 0.77 0.91 1.10 1.46 1.70 2.00 1.89 1.44 2.00 3.26 4.68 827 03541995 35°47′44′′ 84°45′25′′ BLACK CREEK NEAR GLEN ALICE (1) 11.8 11.9 48 2.275 76 2.48 6 13 03543500 1.69 2.24 19.7 9.45 1.70 1.81 2.02 2.38 2.84 3.65 4.71 6.45 8.98 12.7 17.2 24.2 41.8 0.62 0.98 18.6 8.37 0.57 0.67 0.82 1.09 1.44 2.26 3.34 4.86 7.22 10.6 15.4 23.5 40.9 0.42 0.76 19.4 7.22 0.41 0.49 0.62 0.84 1.18 1.86 2.94 4.55 7.14 11.1 16.4 25.3 41.8 0.41 0.75 3.51 5.07 0.41 0.44 0.52 0.72 0.90 1.22 1.97 2.85 2.89 3.12 3.40 3.78 6.46 828 03542000 35°47′40′′ 84°44′51′′ WHITES CREEK AT GLEN ALICE (1) 120 122 34 2.274 37 2.88 4 10 03540500 0.33 1.68 230 125 0.29 0.56 1.09 2.56 6.01 17.3 38.0 76.9 140 222 227 324 603 0.54 1.66 215 67.2 0.56 0.83 1.20 2.10 3.77 8.92 18.4 35.9 65.9 111 174 274 499 0.81 2.06 211 61.9 0.81 1.12 1.54 2.52 4.34 9.45 18.5 34.2 62.2 108 173 286 498 0.94 1.50 8.40 4.96 0.43 0.49 0.56 0.75 1.03 1.64 2.40 3.21 3.85 4.05 6.48 6.76 8.75

 829 03542503 35°41′24′′ 84°51′28′′ TOWN CREEK AT SPRING CITY (1) 6.69 6.81 59 2.294 54 1.62 2 6 03543500

0.81 1.08 10.9 4.69 0.81 0.86 0.96 1.14 1.37 1.77 2.29 3.17 4.45 6.35 9.21 13.7 23.70.50 0.73 10.3 4.38 0.46 0.53 0.63 0.80 1.02 1.47 2.04 2.85 4.02 5.72 8.85 14.4 24.30.31 0.52 10.5 3.97 0.30 0.36 0.44 0.57 0.76 1.17 1.73 2.55 3.87 5.87 8.79 13.5 22.90.73 0.95 2.22 2.45 0.87 0.83 0.92 1.13 1.34 1.67 1.79 1.94 1.81 1.67 3.25 6.01 7.83

 830 03542505 35°43′11′′ 84°47′50′′ MUDDY CREEK NEAR ST CLAIR (1) 3.03 3.05 65 2.294 63 1.37 6 7 03543500

0.24 0.33 4.60 1.60 0.25 0.26 0.30 0.36 0.43 0.57 0.75 1.06 1.52 2.22 3.60 6.22 10.80.31 0.44 4.73 2.34 0.29 0.33 0.38 0.47 0.58 0.82 1.10 1.49 2.09 2.84 4.05 6.06 10.40.16 0.26 4.53 1.72 0.16 0.19 0.22 0.28 0.36 0.53 0.76 1.10 1.66 2.49 3.73 5.75 9.730.53 0.62 1.84 2.17 0.70 0.61 0.66 0.78 0.95 1.19 1.40 1.66 1.69 1.43 2.73 5.01 6.40
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report125

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 831 03543200 35°37′05′′ 84°41′30′′ TEN MILE CREEK NEAR DECATUR (1) 26.4 26.1 66 2.300 39 1.62 8 12 03543500

0.72 0.96 29.0 4.46 0.73 0.78 0.87 1.04 1.25 1.63 2.14 2.98 4.23 6.09 17.4 54.2 93.61.14 1.91 41.1 12.9 1.09 1.34 1.62 2.09 2.69 3.78 5.58 8.21 12.1 19.3 33.0 57.6 1001.43 2.36 41.4 16.9 1.40 1.66 1.99 2.60 3.47 5.40 7.78 11.2 16.5 24.4 36.1 54.0 90.80.40 0.67 3.42 3.14 0.41 0.46 0.51 0.58 0.68 0.82 1.21 1.64 1.75 1.66 2.86 4.21 6.68

 832 03543290 35°35′30′′ 84°40′37′′ S FORK LITTLE SEWEE CR AT SEWEE (1) 13.3 13.8 101 2.301 60 1.75 9 10 03543500

2.66 3.40 24.5 12.6 2.68 2.83 3.12 3.63 4.26 5.35 6.73 8.95 12.1 16.5 22.0 27.3 47.21.61 2.20 23.3 10.4 1.54 1.70 1.93 2.34 2.87 3.86 5.18 7.13 10.1 14.3 20.9 30.2 49.61.75 2.46 22.0 10.2 1.68 1.87 2.14 2.58 3.16 4.20 5.50 7.26 10.0 13.9 19.6 28.1 45.70.72 0.68 1.37 1.54 0.79 0.67 0.69 0.68 0.72 0.76 0.89 1.03 1.08 1.29 2.09 3.13 4.77

 833 03543300 35°35′54′′ 84°42′13′′ LITTLE SEWEE CR NR CENTER POINT (1) 32.3 32.0 98 2.300 53 1.90 8 11 03543500

6.20 8.30 60.0 36.7 6.25 6.65 7.45 8.83 10.6 13.8 17.9 24.7 34.8 49.8 54.0 66.3 1154.41 5.99 54.4 25.4 4.28 4.70 5.31 6.41 7.78 10.3 13.5 18.3 25.0 34.7 49.1 71.2 1163.96 5.64 52.3 24.8 3.80 4.25 4.89 6.00 7.48 10.2 13.5 17.8 24.5 34.0 47.6 67.5 1090.60 0.67 1.51 1.75 0.74 0.67 0.72 0.77 0.90 1.07 1.19 1.32 1.32 1.47 2.29 3.27 5.51

 834 03544220 35°30′12′′ 84°48′15′′ DECATUR CREEK NEAR DECATUR (1) 6.48 6.95 68 2.304 37 2.52 2 7 03543500

0.24 0.32 7.50 1.42 0.24 0.26 0.29 0.34 0.41 0.53 0.69 0.96 1.35 1.93 4.60 13.3 23.00.51 0.73 10.4 4.00 0.47 0.54 0.63 0.80 1.01 1.41 1.94 2.70 3.87 5.64 9.16 15.4 25.40.43 0.71 11.7 4.72 0.42 0.49 0.59 0.77 1.04 1.60 2.28 3.24 4.73 6.99 10.4 15.5 25.40.63 0.81 2.36 2.51 0.69 0.65 0.71 0.86 1.01 1.23 1.50 1.73 1.66 1.60 3.02 4.64 6.12

 835 03544235 35°29′34′′ 84°49′55′′ GOODFIELD CREEK NEAR GOODFIELD (1) 22.2 22.1 69 2.304 38 2.26 3 5 03543500

1.19 1.62 30.0 8.35 1.20 1.28 1.45 1.75 2.15 2.85 3.80 5.42 7.88 11.7 22.5 45.5 78.71.20 1.93 33.5 11.9 1.15 1.40 1.66 2.11 2.69 3.74 5.39 7.73 11.2 17.6 29.2 48.9 82.41.42 2.33 37.2 15.5 1.39 1.63 1.95 2.56 3.44 5.30 7.53 10.6 15.5 22.7 33.2 49.0 80.60.39 0.62 2.11 2.27 0.38 0.42 0.45 0.50 0.59 0.70 0.97 1.26 1.30 1.43 2.91 4.00 5.87

 836 03544612 35°30′12′′ 85°00′24′′ LITTLE RICHLAND CK AT DAYTON (1) 17.3 18.1 52 2.324 60 1.62 6 6 03543500

0.97 1.30 26.1 6.20 0.98 1.04 1.17 1.39 1.68 2.18 2.84 3.95 5.59 10.2 19.3 35.5 61.40.86 1.36 28.7 10.1 0.83 0.96 1.17 1.55 2.02 3.06 4.48 6.52 9.62 14.9 23.3 36.9 64.20.63 1.12 29.3 10.1 0.62 0.75 0.92 1.23 1.71 2.70 4.16 6.37 10.0 15.7 23.7 36.9 63.30.38 0.63 4.47 3.27 0.37 0.39 0.45 0.58 0.72 0.93 1.39 1.85 1.96 2.13 3.31 4.57 7.03

 837 03555875 35°15′04′′ 84°17′33′′ COKER CREEK NEAR COKER CREEK (1) 6.56 6.55 89 2.307 20 6.47 10 10 03518500

0.51 0.76 9.40 3.27 0.49 0.54 0.63 0.81 1.06 1.50 1.99 2.60 3.36 5.90 11.0 21.5 31.20.66 0.91 9.79 3.77 0.64 0.70 0.80 0.98 1.20 1.56 1.99 2.63 3.78 5.53 9.31 15.3 24.10.70 1.15 12.9 6.04 0.68 0.78 0.93 1.25 1.70 2.66 3.54 4.69 6.34 8.96 13.0 18.3 28.00.52 0.54 1.25 1.52 0.61 0.49 0.51 0.55 0.60 0.68 0.81 0.95 1.02 1.22 2.22 3.57 5.20
126 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 838 03555882 35°14′29′′ 84°19′04′′ BARNEY CREEK NR COKER CREEK (1) 4.29 4.28 50 2.308 7 9.72 6 18 03565500 0.37 0.47 3.90 1.35 0.35 0.37 0.41 0.48 0.55 0.62 0.70 0.86 1.47 1.90 3.80 8.96 13.6 0.32 0.48 6.55 2.43 0.30 0.33 0.39 0.49 0.63 0.87 1.16 1.59 2.37 3.46 6.23 10.8 17.1 0.12 0.27 8.96 3.38 0.12 0.15 0.20 0.31 0.50 1.04 1.60 2.41 3.63 5.63 8.96 13.6 21.4 0.50 0.63 2.25 2.65 0.73 0.67 0.72 0.86 1.04 1.36 1.62 1.89 1.93 1.67 3.65 12.6 17.1 839 03556510 35°13′37′′ 84°25′27′′ TOWEE CREEK NEAR SPRINGTOWN (1) 7.71 7.54 50 2.311 7 9.72 5 5 03518500 1.05 1.60 15.0 6.93 1.00 1.11 1.31 1.68 2.20 3.13 4.18 5.49 7.13 10.6 17.0 25.3 36.7 0.40 0.63 10.6 3.55 0.37 0.44 0.52 0.67 0.87 1.21 1.66 2.34 3.57 5.38 9.84 17.8 28.6 0.21 0.48 16.0 6.10 0.21 0.27 0.35 0.56 0.90 1.88 2.91 4.37 6.56 10.1 16.0 24.2 38.0 0.30 0.49 2.94 2.37 0.39 0.40 0.47 0.62 0.77 1.05 1.30 1.60 1.64 1.76 3.49 7.62 14.0 840 03556550 35°10′51′′ 84°29′12′′ BIG LOST CREEK NEAR RELIANCE (1) 18.9 18.6 103 2.314 9 9.29 6 6 03518500 1.21 1.87 44.0 14.5 1.15 1.28 1.51 1.95 2.57 3.68 4.95 6.54 14.7 28.0 47.9 62.0 90.0 2.14 2.88 31.6 12.5 2.17 2.35 2.62 3.12 3.75 4.97 6.41 8.68 13.1 20.7 32.3 45.8 72.6 2.27 3.84 39.8 20.3 2.24 2.58 3.07 4.30 6.00 10.1 13.1 16.8 21.9 30.1 43.4 59.3 88.8 0.57 0.57 1.79 1.21 0.68 0.58 0.61 0.64 0.71 0.79 0.81 0.84 0.90 1.24 2.91 6.78 13.4 841 03556560 35°11′22′′ 84°29′26′′ CHILDERS CREEK NEAR RELIANCE (1) 4.39 4.23 67 2.314 27 6.14 6 6 03556000 1.07 1.38 4.50 3.53 1.02 1.12 1.25 1.43 1.69 2.07 2.45 2.90 3.44 4.04 7.40 11.2 14.3 0.40 0.57 6.32 2.70 0.38 0.42 0.49 0.61 0.77 1.04 1.38 1.84 2.60 3.65 5.82 9.65 15.7 0.29 0.51 8.27 3.41 0.28 0.33 0.40 0.56 0.78 1.25 1.78 2.50 3.58 5.30 7.85 11.5 17.9 0.53 0.62 1.97 2.14 0.63 0.56 0.60 0.70 0.81 0.98 1.18 1.41 1.43 1.35 2.82 6.32 7.91 842 03556610 35°11′24′′ 84°30′22′′ JUNEBUG CREEK AT RELIANCE (1) 2.20 2.20 120 2.314 48 2.24 3 7 03461200 0.09 0.17 1.93 1.13 0.09 0.10 0.13 0.18 0.26 0.44 0.64 0.83 1.06 1.32 3.00 8.19 11.9 0.24 0.35 3.36 1.38 0.23 0.26 0.30 0.35 0.43 0.57 0.73 0.97 1.40 2.01 3.04 4.60 7.49 0.33 0.46 3.61 1.65 0.32 0.35 0.40 0.48 0.58 0.75 0.95 1.22 1.64 2.28 3.26 4.68 7.50 0.43 0.47 2.44 1.83 0.47 0.34 0.37 0.40 0.49 0.63 0.71 0.93 1.38 2.14 5.28 4.16 5.70

 843 03556700 35°16′17′′ 84°25′00′′ SPRING CREEK NEAR SERVILLA (1) 3.82 4.06 66 2.309 27 6.01 9 19 03518500

0.16 0.24 3.20 0.94 0.15 0.17 0.20 0.25 0.32 0.44 0.58 0.75 0.96 1.20 3.60 12.5 18.20.36 0.52 6.23 2.71 0.34 0.38 0.44 0.55 0.70 0.98 1.32 1.79 2.55 3.60 5.67 9.24 15.10.27 0.47 7.86 3.24 0.26 0.31 0.38 0.52 0.73 1.18 1.68 2.37 3.39 5.03 7.46 10.9 17.10.52 0.60 2.01 2.16 0.64 0.56 0.61 0.71 0.84 1.03 1.32 1.59 1.58 1.45 3.10 6.98 9.14

 844 03556990 35°13′14′′ 84°30′51′′ SPRING CREEK NEAR RELIANCE (1) 32.4 33.1 105 2.313 43 3.16 6 7 03518500

3.10 4.75 53.0 20.1 2.96 3.29 3.85 4.94 6.46 9.16 12.2 16.0 20.7 36.0 59.0 106 1544.64 6.23 55.9 25.3 4.49 4.87 5.50 6.59 7.98 10.5 13.5 18.0 25.0 36.2 52.1 75.4 1214.86 7.01 59.6 29.1 4.70 5.20 5.99 7.50 9.50 13.1 17.0 22.1 29.7 40.9 56.8 78.9 1240.47 0.46 1.71 1.29 0.60 0.53 0.56 0.56 0.62 0.71 0.76 0.79 0.95 1.40 2.54 4.00 6.99
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report127

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 845 03557148 35°17′04′′ 84°32′44′′ CONASAUGA CR AT HWY 411 NR ETOWAH (1) 79.4 79.9 85 2.311 39 3.25 4 4 03518500

14.0 20.3 151 78.0 13.4 14.8 17.0 21.4 27.4 37.8 49.2 63.1 90.0 121 201 260 378

7.62 10.8 135 55.3 7.29 8.18 9.46 11.8 14.7 20.4 27.7 38.4 55.1 81.8 122 181 3008.57 13.2 146 69.0 8.32 9.44 11.1 14.4 19.0 28.0 38.0 51.1 70.7 99.3 139 195 3091.02 1.05 2.31 2.61 1.01 0.97 0.97 1.01 1.15 1.37 1.52 1.66 1.70 1.65 1.96 2.61 4.29

 846 03557185 35°20′09′′ 84°31′07′′ CANE CREEK NEAR NORTH ETOWAH (1) 5.93 5.99 82 2.308 29 0.98 2 4 03565040

0.35 0.46 6.70 1.79 0.37 0.41 0.42 0.48 0.57 0.77 1.07 1.42 1.97 2.76 5.70 12.6 19.70.58 0.80 8.81 3.43 0.55 0.61 0.70 0.86 1.07 1.40 1.81 2.44 3.47 5.00 8.07 13.1 21.30.37 0.57 8.65 3.46 0.36 0.42 0.49 0.62 0.78 1.19 1.63 2.27 3.31 4.82 7.32 11.1 19.30.51 0.54 1.53 1.81 0.59 0.48 0.51 0.56 0.64 0.75 0.93 1.11 1.18 1.38 2.87 5.01 6.92

 847 03557200 35°18′04′′ 84°32′16′′ CANE CREEK NEAR ETOWAH (1) 9.93 9.83 93 2.310 31 1.04 9 20 03565300

0.66 0.95 15.5 5.28 0.62 0.72 0.86 1.09 1.28 1.73 2.34 3.40 4.97 7.32 11.6 18.2 31.50.95 1.32 16.0 6.20 0.91 1.01 1.16 1.43 1.76 2.34 3.10 4.21 6.18 9.18 14.3 21.9 35.90.78 1.16 14.4 6.11 0.75 0.87 1.01 1.25 1.55 2.29 3.05 4.13 5.88 8.39 12.5 18.6 31.80.64 0.64 1.38 1.55 0.77 0.64 0.66 0.67 0.72 0.78 0.90 1.05 1.01 1.14 1.98 3.37 4.70

 848 03557300 35°14′35′′ 84°36′17′′ CONASAUGA CREEK NEAR DELANO (1) 101 101 90 2.313 43 2.83 8 14 03518500

18.1 27.1 220 118 17.3 19.2 22.5 28.8 37.7 53.5 71.2 93.4 121 168 250 331 48112.0 16.6 178 77.7 11.4 12.8 14.7 18.2 22.4 30.4 40.6 55.2 77.3 112 163 237 388

11.8 17.7 182 87.0 11.5 12.9 15.1 19.3 25.0 36.0 48.3 64.4 88.7 124 172 240 382

1.01 0.93 2.00 1.83 1.02 0.99 0.98 0.97 1.00 1.07 1.13 1.21 1.26 1.32 1.67 2.37 4.13

 849 03561905 35°03′30′′ 84°24′42′′ BRUSH CREEK NR DUCKTOWN STATION (1) 9.89 9.72 175 2.317 80 2.40 6 6 03556000

4.96 6.20 18.9 16.0 4.63 5.11 5.66 6.51 7.68 9.38 11.1 13.1 15.5 18.2 21.5 25.3 32.23.42 5.23 24.0 16.5 3.19 3.75 4.46 5.52 6.85 8.84 10.8 13.0 16.1 20.4 25.4 32.2 44.53.03 3.64 16.5 8.70 2.87 2.97 3.26 3.68 4.20 4.83 5.71 6.89 8.74 11.5 15.4 20.9 32.50.45 0.41 2.25 0.66 0.30 0.23 0.25 0.24 0.26 0.31 0.33 0.40 0.54 0.96 1.90 3.38 4.95

 850 03563101 35°07′04′′ 84°34′24′′ GREASY CREEK NEAR ARCHVILLE (1) 18.6 18.2 98 2.318 33 4.67 6 6 03556000

0.73 1.08 12.0 5.40 0.68 0.79 0.93 1.16 1.51 2.08 2.72 3.54 4.64 10.7 24.5 47.6 60.51.80 2.47 29.1 11.7 1.77 1.95 2.20 2.66 3.23 4.28 5.74 7.93 11.7 17.5 27.0 39.7 64.42.42 3.68 34.8 16.6 2.35 2.63 3.07 3.97 5.19 7.49 9.82 12.8 17.3 24.1 34.0 47.3 73.10.72 0.73 2.48 1.75 0.82 0.72 0.76 0.78 0.87 0.98 1.10 1.14 1.20 1.70 4.37 9.25 14.3

 851 03564920 35°10′58′′ 84°39′48′′ FOURMILE CREEK NEAR BENTON (1) 7.40 6.92 94 2.317 68 1.68 3 6 03543500

0.90 1.20 12.1 5.19 0.89 0.95 1.06 1.26 1.51 1.95 2.54 3.50 4.92 7.02 10.2 15.2 26.30.68 0.92 10.3 4.27 0.64 0.71 0.81 0.98 1.19 1.56 2.05 2.83 4.16 5.98 9.00 13.8 22.90.77 1.10 11.0 4.72 0.74 0.83 0.95 1.15 1.41 1.86 2.47 3.32 4.66 6.65 9.51 13.9 22.80.53 0.55 1.35 1.68 0.62 0.50 0.53 0.57 0.64 0.75 0.90 1.07 1.18 1.38 2.69 3.85 5.06
128 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 852 03565080 35°25′37′′ 84°26′45′′ LITTLE CHESTUEE CR NR ENGLEWOOD (1) 8.24 8.17 69 2.305 25 1.15 5 13 03565040 2.23 2.70 15.6 9.80 2.35 2.54 2.64 2.95 3.45 4.53 6.15 7.95 10.7 13.0 15.0 17.5 27.3 0.61 0.87 12.1 4.33 0.57 0.64 0.75 0.94 1.18 1.61 2.18 3.02 4.35 6.46 10.9 18.9 30.6 0.37 0.63 12.1 4.68 0.37 0.44 0.53 0.69 0.91 1.48 2.11 3.02 4.51 6.70 10.3 15.8 27.4 0.66 0.83 2.07 2.28 0.72 0.68 0.75 0.91 1.05 1.24 1.46 1.62 1.49 1.32 2.64 4.47 5.80 853 03565087 35°24′22′′ 84°29′49′′ CHESTUEE CR AT HWY 411 NR ENGLEWOOD (1) 33.5 33.5 100 2.306 24 0.85 4 4 03565250 6.24 7.75 44.3 21.3 6.77 6.98 7.34 8.17 9.25 11.9 14.6 18.9 24.1 32.3 43.4 61.0 90.3 4.79 6.48 60.0 28.0 4.62 5.02 5.69 6.90 8.49 11.5 14.9 20.0 28.7 42.0 61.0 87.4 134 2.74 4.06 48.3 21.6 2.65 3.11 3.58 4.41 5.48 8.28 10.9 14.6 20.6 28.8 42.6 62.5 108 0.50 0.52 1.38 1.49 0.63 0.57 0.61 0.64 0.72 0.86 0.96 1.07 1.09 1.29 2.09 3.03 5.09 854 03565130 35°31′09′′ 84°25′17′′ DANCING CREEK NEAR CHRISTIANBURG (1) 2.90 2.94 119 2.302 39 1.14 2 4 03543500 0.34 0.45 4.73 2.03 0.35 0.37 0.42 0.49 0.59 0.77 0.99 1.37 1.93 2.75 3.99 5.95 10.3 0.31 0.45 4.61 1.94 0.31 0.34 0.39 0.47 0.57 0.77 0.99 1.33 1.94 2.79 4.12 6.12 10.0 0.35 0.49 4.27 1.92 0.34 0.38 0.43 0.51 0.61 0.82 1.03 1.34 1.84 2.56 3.73 5.48 9.15 0.46 0.50 2.81 1.73 0.47 0.35 0.38 0.41 0.49 0.63 0.70 0.90 1.30 2.33 5.99 4.20 5.24 855 03565405 35°10′10′′ 84°49′30′′ LITTLE CHATATA CREEK NEAR CLEVELAND (1) 2.04 2.15 120 2.321 78 1.66 4 4 03565300 0.09 0.12 3.22 0.77 0.08 0.09 0.11 0.14 0.17 0.24 0.32 0.48 0.72 1.35 2.47 3.73 6.48 0.27 0.38 3.33 1.49 0.26 0.29 0.32 0.38 0.46 0.62 0.80 1.05 1.51 2.13 3.01 4.30 7.00 0.34 0.45 3.38 1.49 0.33 0.35 0.40 0.46 0.54 0.66 0.83 1.08 1.46 2.05 2.91 4.21 6.85 0.42 0.45 2.42 1.74 0.46 0.33 0.36 0.39 0.46 0.60 0.68 0.91 1.29 2.03 5.41 4.23 5.76 856 03565410 35°13′11′′ 84°45′56′′ CHATATA CREEK NEAR TASSO (1) 24.3 24.7 134 2.317 85 1.67 5 5 03565120 3.22 3.95 32.0 12.0 3.25 3.39 3.67 4.19 4.92 6.21 7.96 10.2 13.3 18.0 29.0 49.8 76.5 5.30 6.71 40.6 19.9 5.03 5.40 6.02 6.92 8.08 9.89 12.1 15.2 19.7 26.0 35.6 49.6 79.6 5.12 6.46 40.0 19.7 4.88 5.20 5.79 6.65 7.78 9.37 11.6 14.7 19.5 26.4 35.9 49.8 80.0 0.60 0.61 4.08 1.24 0.60 0.51 0.55 0.56 0.62 0.70 0.74 0.78 0.98 1.55 3.09 7.19 16.4

 857 03565436 35°27′23′′ 84°34′47′′ OOSTANAULA CR AB INGLESIDE SPRG, ATHENS (1) 22.1 23.0 133 2.305 83 1.57 5 18 03543500

5.30 7.10 56.0 31.8 5.35 5.69 6.39 7.58 9.13 11.8 15.4 21.4 30.2 43.2 51.5 62.0 78.44.89 6.24 38.7 19.4 4.63 4.98 5.57 6.46 7.58 9.33 11.5 14.6 19.0 25.1 34.0 47.3 76.44.68 5.91 36.4 18.2 4.44 4.76 5.30 6.08 7.09 8.58 10.7 13.5 17.9 24.1 32.8 45.6 73.40.82 0.81 3.64 1.41 0.80 0.68 0.72 0.73 0.81 0.90 0.93 0.94 1.11 1.63 3.00 7.28 12.7

 858 03565700 35°18′35′′ 84°42′49′′ OOSTANAULA CREEK NEAR CALHOUN (1) 67.0 67.8 138 2.312 58 1.34 5 7 03543500

18.9 24.4 121 76.0 19.0 20.0 21.8 25.0 28.8 35.3 43.4 56.0 73.2 90.0 110 137 23817.7 22.6 131 70.1 16.8 18.3 20.3 23.8 28.1 35.3 43.8 55.1 71.6 94.5 126 170 26213.0 16.6 107 54.6 12.4 13.4 14.9 17.4 20.4 25.9 32.1 40.3 53.4 71.4 97.7 135 220

0.87 0.76 2.57 1.41 0.90 0.84 0.85 0.78 0.80 0.86 0.88 0.97 1.08 1.41 1.97 2.78 5.57
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report129

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 859 03566047 35°10′42′′ 84°51′36′′ FILLAUERS BRANCH NEAR CLEVELAND (1) 1.52 1.34 104 2.321 53 1.22 1 5 03565040

0.24 0.31 2.70 1.28 0.26 0.28 0.29 0.33 0.40 0.54 0.76 1.01 1.40 1.98 2.50 3.22 5.040.16 0.23 2.16 1.01 0.15 0.17 0.19 0.23 0.29 0.39 0.51 0.68 0.98 1.39 1.97 2.78 4.570.14 0.20 1.99 0.81 0.13 0.15 0.17 0.20 0.24 0.32 0.42 0.56 0.79 1.13 1.67 2.50 4.200.42 0.44 1.68 1.54 0.51 0.36 0.38 0.41 0.50 0.64 0.78 1.00 1.20 1.32 3.36 4.16 5.45

 860 03566050 35°12′03′′ 84°51′10′′ SOUTH MOUSE CREEK AT CLEVELAND (1) 15.6 15.6 106 2.320 53 1.23 8 20 03565300

1.69 2.30 30.5 12.2 1.58 1.82 2.17 2.71 3.17 4.21 5.60 8.01 11.5 16.6 24.0 34.0 49.51.62 2.17 24.8 9.85 1.56 1.72 1.94 2.31 2.76 3.58 4.80 6.61 9.63 14.1 21.6 31.9 52.91.84 2.55 24.0 10.6 1.77 1.98 2.25 2.69 3.25 4.35 5.66 7.47 10.4 14.6 20.8 30.2 50.40.68 0.68 2.27 1.56 0.81 0.68 0.72 0.74 0.83 0.93 1.03 1.05 1.11 1.53 3.70 8.74 15.9

 861 03566055 35°12′41′′ 84°51′07′′ SOUTH MOUSE CR BL SCHOOL AT CLEVELAND (1) 16.4 16.3 106 2.319 52 1.21 1 5 03543500

2.09 2.75 26.8 11.5 1.98 2.10 2.35 2.79 3.35 4.33 5.62 7.77 10.9 15.6 22.6 33.6 58.21.72 2.29 25.8 10.3 1.66 1.81 2.05 2.44 2.91 3.78 5.05 6.94 10.1 14.8 22.5 33.3 55.21.90 2.64 24.9 11.1 1.83 2.05 2.33 2.78 3.36 4.52 5.87 7.75 10.8 15.1 21.6 31.3 52.40.69 0.68 2.27 1.56 0.81 0.69 0.72 0.74 0.83 0.93 1.03 1.06 1.11 1.53 3.70 8.74 15.9

 862 03566102 35°13′50′′ 84°50′45′′ SOUTH MOUSE CREEK NEAR CLEVELAND (1) 21.2 21.0 106 2.318 50 1.17 1 4 03543500

2.57 3.37 34.6 14.9 2.55 2.72 3.04 3.61 4.33 5.60 7.27 10.0 14.1 20.1 29.2 43.5 75.22.55 3.40 33.1 14.1 2.45 2.66 3.01 3.60 4.33 5.63 7.23 9.70 13.6 20.2 30.0 43.7 71.72.43 3.37 32.0 14.3 2.33 2.62 2.98 3.56 4.32 5.84 7.59 10.0 13.9 19.5 27.9 40.3 67.50.60 0.59 2.41 1.48 0.73 0.62 0.66 0.68 0.76 0.87 0.91 0.92 1.09 1.74 4.18 9.87 19.7

 863 03566106 35°15′45′′ 84°48′54′′ S MOUSE CR SE OF HENEGAR CH, CLEVELAND (1) 25.2 25.3 106 2.315 48 1.15 2 8 03543500

2.96 3.98 41.1 17.7 3.04 3.23 3.62 4.29 5.15 6.66 8.64 11.9 16.8 23.9 34.7 51.7 89.43.25 4.38 41.6 17.9 3.15 3.43 3.89 4.65 5.61 7.32 9.44 12.6 17.5 25.6 37.7 55.0 89.32.91 4.05 38.5 17.4 2.80 3.15 3.58 4.29 5.21 7.09 9.22 12.2 16.9 23.6 33.7 48.6 81.60.49 0.48 1.73 1.32 0.58 0.50 0.53 0.55 0.61 0.70 0.75 0.80 0.96 1.40 2.53 4.21 7.46

 864 03566111 35°16′13′′ 84°46′55′′ LITTLE S MOUSE CREEK NR CHARLESTON (1) 5.58 5.15 107 2.315 51 1.19 4 10 03565500

0.72 0.95 7.36 3.46 0.68 0.73 0.82 1.00 1.19 1.37 1.56 2.03 3.84 5.25 7.24 10.2 17.70.56 0.76 7.98 3.32 0.54 0.59 0.68 0.82 0.99 1.28 1.66 2.25 3.29 4.77 7.11 10.8 17.80.58 0.81 7.70 3.33 0.56 0.63 0.71 0.84 1.02 1.36 1.75 2.32 3.22 4.55 6.60 9.70 16.20.53 0.56 2.68 2.39 0.66 0.51 0.55 0.60 0.68 0.80 1.00 1.35 1.89 3.02 5.69 4.06 4.89

 865 03566112 35°17′04′′ 84°48′03′′ S MOUSE CR NR HENEGAR CH BL CLEVELAND (1) 35.1 34.4 106 2.314 47 1.13 3 9 03543500

4.28 5.77 57.3 24.6 4.23 4.50 5.04 5.97 7.17 9.27 12.0 16.6 23.3 33.3 48.3 72.0 1254.95 6.63 58.1 26.4 4.79 5.19 5.86 7.01 8.46 11.1 14.2 18.9 26.2 37.5 53.7 77.3 1253.97 5.52 52.5 23.9 3.81 4.30 4.89 5.86 7.14 9.75 12.7 16.7 23.2 32.3 46.0 66.2 1110.55 0.55 1.76 1.63 0.68 0.61 0.65 0.67 0.75 0.88 0.97 1.04 1.20 1.73 2.85 4.01 7.02
130 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 866 03566117 35°32′54′′ 84°33′45′′ E FORK NORTH MOUSE CREEK NEAR NIOTA (1) 2.87 3.15 120 2.302 59 1.07 5 8 03565500 0.12 0.18 3.50 0.93 0.11 0.12 0.15 0.19 0.23 0.28 0.34 0.47 1.07 1.95 3.40 5.99 9.11 0.38 0.54 4.96 2.26 0.37 0.41 0.47 0.55 0.68 0.91 1.18 1.58 2.27 3.17 4.48 6.47 10.5 0.42 0.56 4.53 2.03 0.40 0.45 0.50 0.58 0.68 0.86 1.09 1.42 1.94 2.70 3.88 5.68 9.48 0.46 0.51 2.72 1.78 0.47 0.35 0.38 0.41 0.50 0.64 0.73 0.93 1.37 2.43 5.89 4.24 5.28 867 03566123 35°30′58′′ 84°33′03′′ LITTLE N MOUSE CK AT NIOTA (1) 2.81 2.83 120 2.303 60 1.10 2 4 03565500 0.53 0.64 2.84 1.65 0.51 0.54 0.59 0.67 0.76 0.85 0.93 1.12 1.78 2.22 2.80 3.59 5.34 0.33 0.47 4.40 1.95 0.33 0.36 0.41 0.48 0.59 0.78 1.01 1.36 1.95 2.75 3.96 5.75 9.36 0.38 0.51 4.09 1.83 0.37 0.40 0.45 0.52 0.61 0.78 0.98 1.28 1.75 2.44 3.50 5.12 8.53 0.46 0.50 2.81 1.72 0.47 0.34 0.37 0.40 0.49 0.62 0.70 0.89 1.29 2.32 5.98 4.19 5.24 868 03566126 35°29′20′′ 84°36′46′′ N MOUSE CR BL LITTLE N MOUSE CR NR ATHENS (1) 29.3 29.7 120 2.304 65 1.32 2 4 03543500 7.29 9.50 56.0 39.0 7.33 7.79 8.71 10.3 12.3 15.9 20.5 28.2 39.3 44.5 51.0 60.1 104 5.22 6.67 49.8 22.7 5.03 5.40 6.01 6.97 8.20 10.2 12.7 16.5 22.3 31.1 44.0 62.4 101 4.71 6.19 45.8 22.2 4.49 4.92 5.53 6.46 7.67 9.79 12.4 16.0 21.6 29.5 40.9 57.6 94.5 0.53 0.50 1.48 1.06 0.62 0.53 0.55 0.53 0.57 0.62 0.65 0.67 0.80 1.17 2.06 3.61 5.93 869 03566128 35°26′50′′ 84°39′22′′ NORTH MOUSE CREEK NEAR ATHENS (1) 42.1 42.5 120 2.306 65 1.33 3 4 03565500 12.7 15.4 68.5 39.0 12.1 12.7 13.9 16.0 18.1 20.1 22.1 26.6 42.1 52.6 66.2 87.9 134 7.73 9.91 72.2 33.9 7.47 8.04 8.91 10.4 12.2 15.3 19.0 24.7 33.7 46.7 64.9 90.6 147 6.82 8.96 66.1 32.3 6.51 7.13 8.01 9.38 11.2 14.3 18.1 23.4 31.5 42.9 59.2 83.1 136 0.57 0.56 2.35 1.42 0.70 0.61 0.64 0.64 0.70 0.82 0.89 0.97 1.09 1.44 2.22 3.25 5.85 870 03566137 35°21′21′′ 84°43′58′′ DRY VALLEY CREEK NEAR SANFORD (1) 11.6 11.6 127 2.310 99 1.54 9 9 03565500 1.58 2.11 18.9 8.35 1.48 1.59 1.81 2.22 2.68 3.12 3.59 4.73 9.35 13.0 18.4 24.2 36.8 2.10 2.73 19.1 9.39 1.96 2.12 2.40 2.83 3.36 4.20 5.27 6.74 9.03 12.0 16.6 23.2 37.6 2.24 2.84 18.3 8.74 2.13 2.27 2.54 2.89 3.36 3.99 5.01 6.39 8.56 11.7 16.0 22.6 36.5 0.57 0.53 1.98 0.99 0.59 0.47 0.49 0.48 0.51 0.55 0.57 0.64 0.76 1.32 2.67 7.47 19.0

 871 03566140 35°19′58′′ 84°45′58′′ NORTH MOUSE CREEK NEAR CALHOUN (1) 73.2 73.5 120 2.311 68 1.35 4 4 03543500

13.5 17.7 131 73.0 13.6 14.4 15.9 18.5 21.9 27.6 34.9 46.7 63.5 90.0 118 150 26013.7 17.6 124 57.9 13.3 14.4 15.9 18.5 21.6 26.9 33.3 42.7 57.5 79.3 110 153 25212.2 15.9 116 57.3 11.6 12.7 14.3 16.7 19.9 25.4 32.3 41.6 56.1 76.2 104 146 238

0.82 0.82 3.09 2.28 0.97 0.92 0.98 0.97 1.03 1.20 1.31 1.51 1.62 2.08 2.42 2.98 5.05

 872 03566200 35°07′20′′ 84°57′00′′ BRYMER CREEK NEAR MCDONALD (1) 9.68 9.65 68 2.346 7 0.53 6 15 03566420

0.86 1.33 16.6 6.75 0.73 0.87 1.09 1.52 2.00 2.62 3.42 4.67 6.75 9.47 13.3 19.5 34.30.83 1.22 14.2 5.30 0.76 0.87 1.02 1.33 1.71 2.32 3.13 4.03 5.42 8.08 14.4 25.6 39.60.24 0.43 13.2 4.46 0.23 0.30 0.37 0.49 0.67 1.29 1.85 2.71 4.21 6.43 10.8 17.4 32.50.58 0.57 1.75 1.45 0.65 0.55 0.56 0.61 0.69 0.80 0.92 1.00 0.92 0.94 2.10 4.72 5.71
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report131

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 873 03566235 35°10′22′′ 84°54′20′′ CANDIES CR, WHITE OAK BRIDGE, CLEVELAND (1) 65.9 65.1 93 2.342 30 0.87 4 4 03543500

7.14 9.60 108 52.0 7.19 7.68 8.66 10.4 12.6 16.5 21.8 30.7 44.0 67.0 90.7 135 2347.88 10.4 109 41.6 7.45 8.21 9.30 11.2 13.5 17.8 23.1 31.1 42.7 62.8 96.1 145 2415.01 7.45 98.8 41.0 4.86 5.68 6.56 8.13 10.2 15.2 20.5 27.8 39.9 57.0 84.4 124 2161.54 1.32 6.28 3.90 1.81 1.69 1.71 1.65 1.73 2.11 2.27 2.45 2.71 2.85 3.76 5.60 9.26

 874 03566250 35°13′02′′ 84°52′58′′ CANDIES CREEK NEAR CLEVELAND (1) 88.7 87.8 91 2.319 26 0.81 10 22 03565300

10.0 14.0 145 60.4 9.47 10.8 12.7 15.5 17.8 23.1 29.9 41.3 57.3 80.0 112 162 282

11.9 16.1 155 64.2 11.2 12.4 14.3 17.6 21.3 28.3 36.8 49.8 67.3 96.7 143 212 342

6.38 9.61 129 56.0 6.19 7.31 8.46 10.6 13.3 20.4 27.5 37.5 53.7 76.0 112 165 2871.04 0.96 2.05 1.93 1.11 1.06 1.04 1.03 1.06 1.14 1.20 1.27 1.32 1.38 1.75 2.47 4.05

 875 035662553 35°16′46′′ 84°50′33′′ CANDIES CREEK NEAR EUREKA (1) 101 100 93 2.315 26 0.81 4 4 03543500

11.2 16.0 165 70.8 12.2 12.9 14.5 17.2 20.6 26.7 34.6 47.8 67.2 95.8 139 207 358

16.1 21.5 189 82.2 15.3 16.6 19.0 23.4 28.3 37.3 47.9 63.6 83.6 119 176 260 414

7.61 11.4 147 65.0 7.37 8.69 10.0 12.5 15.7 24.0 32.2 43.7 62.2 87.6 129 188 3270.90 0.82 1.84 1.64 0.93 0.89 0.88 0.87 0.89 0.96 1.01 1.09 1.15 1.22 1.55 2.20 3.85

 876 03566260 35°23′04′′ 84°47′37′′ ROGERS CREEK NEAR LAMONTVILLE (1) 44.5 44.7 92 2.309 52 2.37 11 28 03543500

5.19 6.80 72.7 31.2 5.36 5.71 6.39 7.57 9.09 11.8 15.3 21.1 29.6 42.2 61.2 91.3 1585.06 7.01 71.9 31.2 4.91 5.45 6.17 7.54 9.20 12.3 16.2 21.8 30.6 43.3 64.0 96.1 1595.30 7.74 76.8 35.9 5.12 5.73 6.64 8.31 10.6 14.7 19.6 26.1 36.1 50.5 70.7 99.7 1600.65 0.69 1.58 1.87 0.79 0.73 0.77 0.81 0.91 1.05 1.13 1.21 1.25 1.32 1.90 2.75 4.70

 877 03566272 35°19′48′′ 84°57′06′′ GUNSTOCKER CREEK NEAR EASTVIEW (1) 14.2 14.7 69 2.334 42 1.03 4 4 03543500

0.56 0.75 19.8 3.80 0.56 0.60 0.67 0.80 0.96 1.25 1.64 2.28 3.23 6.70 14.3 29.1 50.40.92 1.36 23.6 8.23 0.88 1.00 1.18 1.51 1.94 2.76 3.92 5.68 8.28 12.6 20.1 32.4 54.90.75 1.20 22.3 8.22 0.73 0.86 1.03 1.31 1.70 2.58 3.68 5.30 8.00 12.0 18.2 27.9 48.71.00 1.06 1.79 1.87 1.04 0.90 0.92 0.98 1.09 1.19 1.23 1.24 1.08 1.13 2.36 4.58 5.39

 878 03566290 35°26′30′′ 85°04′46′′ SALE CREEK AT GRAYSVILLE (0) 13.2 13.6 37 2.331 50 2.02 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.48 20.6 6.56 0.00 0.00 0.00 0.48 0.73 1.37 2.27 3.88 6.62 11.0 16.9 26.6 45.80.00 0.32 22.9 6.16 0.00 0.00 0.00 0.37 0.58 1.10 1.99 3.49 6.20 10.7 17.5 29.3 51.90.87 1.32 5.81 4.89 0.65 0.63 0.70 0.85 0.98 1.98 3.22 3.99 3.72 4.43 5.85 7.35 7.72

 879 035662905 35°26′42′′ 85°05′19′′ ROARING CREEK AT GRAYSVILLE (0) 29.0 27.7 32 2.331 15 3.98 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.15 48.0 12.8 0.00 0.00 0.11 0.18 0.30 0.94 2.48 5.78 12.2 21.6 35.5 58.4 1110.00 0.21 52.8 11.6 0.00 0.00 0.15 0.27 0.53 1.41 3.02 6.12 12.2 23.2 41.2 73.4 1321.05 1.57 5.88 3.53 0.49 0.54 0.62 0.78 0.96 2.10 2.97 2.92 2.84 3.23 4.92 7.14 8.83
132 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 880 03566291 35°25′50′′ 85°06′00′′ MCGILL CREEK NEAR GRAYSVILLE (0) 13.0 13.5 32 2.332 14 4.04 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.13 21.9 6.75 0.00 0.00 0.00 0.14 0.23 0.61 1.44 3.11 6.19 10.4 16.8 26.9 50.0 0.00 0.10 25.5 5.50 0.00 0.00 0.00 0.13 0.25 0.66 1.42 2.89 5.74 11.0 19.8 35.7 64.3 0.84 1.31 5.51 4.12 0.57 0.57 0.65 0.81 0.96 2.03 2.96 3.42 3.40 4.01 5.27 6.39 7.06 881 03566292 35°25′35′′ 85°05′24′′ SALE CREEK NEAR SALE CREEK (0) 57.2 56.8 33 2.332 26 3.45 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.40 93.9 22.2 0.00 0.00 0.29 0.51 0.88 2.48 5.69 11.8 22.7 40.4 69.3 115 216 0.00 0.68 107 25.9 0.00 0.00 0.49 0.85 1.53 3.61 7.34 14.2 27.0 49.5 83.8 144 256 1.10 1.87 11.9 4.32 0.49 0.58 0.67 0.84 1.12 2.42 3.32 3.25 3.23 3.48 5.86 8.46 13.9 882 03566300 35°23′10′′ 85°06′30′′ ROCK CREEK AT SALE CREEK (0) 38.1 37.4 32 2.334 17 3.74 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.19 62.4 16.2 0.00 0.00 0.13 0.22 0.37 1.22 3.22 7.11 14.6 26.5 44.8 74.5 142 0.00 0.29 71.0 15.6 0.00 0.00 0.20 0.37 0.71 1.89 4.05 8.21 16.32 31.2 55.1 97.9 177 1.20 1.73 6.29 3.58 0.57 0.68 0.78 0.90 1.08 2.35 3.06 2.98 2.94 3.25 5.06 8.04 10.5 883 03566319 35°20′16′′ 85°07′46′′ POSSUM CREEK AT BAKEWELL (0) 17.6 19.7 39 2.337 28 3.57 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.57 33.3 9.64 0.00 0.00 0.00 0.63 0.89 1.79 3.20 5.48 9.28 15.6 25.4 40.6 74.0 0.00 0.60 36.9 10.9 0.00 0.00 0.00 0.71 1.14 2.26 3.94 6.65 11.3 19.0 30.6 49.5 84.4 0.94 1.46 6.34 4.89 0.64 0.64 0.71 0.84 0.97 2.08 3.29 4.10 4.12 5.18 6.74 8.56 8.28 884 03566320 35°20′19′′ 85°07′25′′ POSSUM CREEK NEAR BAKEWELL (1) 22.7 21.1 40 2.337 31 3.48 1 6 03543500 1.02 2.20 37.1 15.9 1.03 1.21 1.61 2.49 3.98 6.00 7.78 10.8 15.1 21.5 31.2 46.6 80.5 0.00 0.67 35.9 10.2 0.00 0.00 0.52 0.73 1.04 2.01 3.50 5.95 10.0 16.9 27.5 43.7 79.2 0.00 0.72 39.3 11.9 0.00 0.00 0.55 0.84 1.33 2.56 4.39 7.32 12.3 20.5 32.7 52.4 89.2 0.90 1.38 6.31 4.87 0.62 0.62 0.69 0.84 0.99 2.07 3.23 4.03 4.05 4.93 6.51 8.31 8.19

 885 03566408 35°02′47′′ 85°02′13′′ CHESNUTT CREEK NEAR APISON (1) 5.48 5.48 65 2.350 39 0.87 7 9 03543500

0.41 0.54 8.10 2.37 0.41 0.44 0.49 0.58 0.70 0.90 1.16 1.60 2.25 3.20 6.10 11.2 19.40.46 0.66 8.01 3.08 0.44 0.49 0.56 0.70 0.89 1.22 1.61 2.20 3.11 4.40 7.09 11.8 19.30.22 0.36 8.10 2.71 0.22 0.26 0.31 0.39 0.52 0.80 1.16 1.70 2.63 4.05 6.34 10.0 17.90.52 0.55 2.81 2.04 0.68 0.57 0.59 0.67 0.79 0.96 1.16 1.38 1.44 1.55 3.46 9.06 10.5

 886 03566410 35°03′15′′ 85°03′00′′ WOLFTEVER CREEK AT COLLEGEDALE (1) 18.4 18.5 65 2.349 48 1.04 10 17 03566420

1.65 2.65 31.5 12.8 1.39 1.65 2.07 2.89 3.81 4.97 6.51 8.88 12.8 18.0 25.4 37.0 65.30.96 1.50 30.9 9.97 0.93 1.07 1.27 1.66 2.17 3.15 4.61 6.85 10.3 15.9 25.1 39.4 68.50.86 1.40 28.6 10.1 0.84 1.00 1.20 1.53 2.01 3.05 4.42 6.46 9.89 15.1 22.9 35.3 62.00.93 0.98 3.38 2.42 0.80 0.72 0.77 0.88 1.09 1.36 1.53 1.55 1.44 1.57 3.36 6.26 6.70
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report133

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 887 03566430 35°04′42′′ 85°03′36′′ LITTLE WOLFTEVER CREEK AT OOLTEWAH (1) 10.8 10.5 65 2.348 12 0.59 11 14 03566420

0.37 0.65 18.5 5.08 0.30 0.37 0.49 0.76 1.08 1.51 2.14 3.18 5.08 9.20 14.9 21.7 38.30.92 1.36 17.0 6.50 0.87 0.98 1.15 1.47 1.91 2.63 3.58 4.88 6.77 9.92 16.1 26.0 41.80.28 0.50 14.7 4.89 0.28 0.35 0.43 0.57 0.77 1.39 2.02 2.98 4.65 7.16 11.8 18.9 35.00.61 0.60 2.64 1.81 0.67 0.56 0.57 0.62 0.73 0.89 1.07 1.17 1.10 1.20 2.51 6.73 7.83

 888 03566450 35°10′37′′ 85°02′15′′ LONG SAVANNAH CREEK NEAR SNOW HILL (1) 28.3 28.0 74 2.344 53 1.22 12 14 03566420

1.18 1.92 45.0 10.8 0.99 1.19 1.52 2.17 2.93 3.90 5.21 7.28 10.8 18.3 31.9 56.9 1001.84 2.74 44.5 15.6 1.75 1.98 2.33 2.99 3.80 5.35 7.47 10.6 15.6 23.6 36.9 58.3 99.61.83 2.82 44.5 17.0 1.78 2.06 2.43 3.05 3.93 5.71 8.02 11.3 16.8 24.9 36.8 55.2 94.60.95 1.02 2.39 2.34 0.98 0.91 0.95 1.06 1.19 1.38 1.57 1.58 1.46 1.47 3.34 6.91 8.74

 889 03566530 35°13′20′′ 85°13′16′′ NORTH CHICKAMAUGA CREEK NEAR DAISY (0) 62.6 61.9 34 2.344 15 4.35 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.20 0.50 111 29.9 0.00 0.00 0.41 0.63 1.04 2.88 6.81 14.0 29.0 54.1 86.0 134 2520.32 0.91 123 31.5 0.00 0.00 0.65 1.14 2.05 5.00 9.75 18.1 33.3 59.7 101 170 2980.97 1.70 12.8 3.94 0.51 0.63 0.73 0.92 1.31 2.91 3.63 3.31 3.09 3.35 5.98 9.00 16.0

 890 03566533 35°14′17′′ 85°11′21′′ POE BRANCH AT DAISY (0) 5.05 5.31 47 2.343 83 2.18 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.32 0.53 7.64 3.27 0.29 0.35 0.41 0.54 0.71 1.08 1.52 2.13 3.02 4.17 6.39 10.4 17.80.16 0.29 9.06 2.80 0.16 0.19 0.23 0.32 0.45 0.70 1.11 1.75 2.84 4.60 7.08 11.3 19.20.41 0.59 2.53 2.33 0.44 0.41 0.47 0.62 0.76 1.14 1.41 1.71 1.72 1.78 3.52 8.21 8.62

 891 03566535 35°12′40′′ 85°12′55′′ NORTH CHICKAMAUGA CR AT MILE STRAIGHT (0) 74.0 73.1 37 2.344 25 4.02 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.54 1.21 127 34.2 0.00 0.74 0.97 1.43 2.19 4.87 9.61 17.6 33.6 61.7 99.3 155 2860.78 1.89 144 41.4 0.00 1.05 1.42 2.28 3.82 8.02 14.5 25.1 43.6 74.4 120 194 3310.85 1.25 11.9 3.58 0.49 0.58 0.68 0.90 1.32 2.56 3.22 3.01 2.86 3.79 7.07 10.4 16.4

 892 03566543 35°11′40′′ 85°14′40′′ FALLING WATER CR, HWY 27, FALLING WATER (1) 13.2 13.4 42 2.345 32 2.88 6 10 03567500

1.16 1.47 21.6 5.90 1.01 1.11 1.26 1.55 1.79 2.26 2.82 3.64 5.60 9.70 17.4 25.4 46.30.39 0.72 22.4 7.06 0.38 0.45 0.56 0.77 1.07 1.81 2.84 4.49 7.12 11.4 18.4 28.8 49.90.23 0.50 24.3 7.28 0.23 0.30 0.39 0.57 0.88 1.65 2.75 4.51 7.50 12.4 19.9 31.9 54.70.81 1.13 5.26 3.89 0.61 0.58 0.66 0.81 0.98 1.75 2.55 3.19 3.27 4.14 5.84 7.80 7.56

 893 03566625 35°10′03′′ 85°13′19′′ NORTH CHICKAMAUGA CREEK NR HIXSON (1) 108 108 44 2.346 37 3.43 8 10 03567500

6.64 8.10 177 35.0 5.89 6.41 7.17 8.65 9.88 12.2 14.8 18.7 33.3 66.0 142 208 3792.38 4.25 184 50.4 2.41 2.85 3.55 4.94 6.89 11.7 19.0 30.5 52.5 91.7 147 226 4072.61 5.29 208 69.2 2.61 3.25 4.17 6.17 9.44 17.1 28.1 44.8 72.4 116 178 273 4580.82 1.21 11.6 4.85 0.60 0.74 0.88 1.16 2.02 3.18 3.64 3.84 3.94 5.91 10.9 12.9 17.6
134 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 894 03566996 35°00′13′′ 85°10′13′′ MACKEY BRANCH NEAR BRAINERD (1) 10.6 10.7 68 2.352 70 1.62 5 5 03567500 0.28 0.51 17.4 7.63 0.21 0.26 0.36 0.62 0.91 1.67 2.95 5.72 7.43 10.1 14.0 20.4 37.2 0.71 1.04 17.8 5.83 0.70 0.79 0.91 1.14 1.45 2.02 2.80 4.17 6.13 9.22 14.5 22.1 38.0 0.67 1.05 17.8 6.41 0.65 0.75 0.89 1.13 1.47 2.08 2.98 4.28 6.42 9.72 14.4 21.9 37.0 0.59 0.59 3.39 1.73 0.65 0.55 0.56 0.61 0.72 0.87 1.03 1.12 1.08 1.29 3.00 8.54 9.13 895 03567400 34°59′21′′ 85°11′44′′ WEST CHICKAMAUGA CREEK AT EAST RIDGE (1) 153.0 153 112 2.352 40 1.55 5 9 03567500 30.1 37.0 251 110 27.2 29.5 32.8 39.3 44.7 54.7 66.1 82.6 107 145 202 295 537 25.0 33.3 270 123 23.8 26.6 30.0 35.7 42.1 53.7 68.1 89.8 121 170 236 336 556 20.2 28.2 262 120 19.6 21.9 24.9 30.5 37.9 52.6 68.0 88.5 121 168 237 331 549 1.09 1.09 6.09 3.10 1.29 1.35 1.47 1.48 1.57 1.72 1.84 2.23 2.66 3.22 4.69 7.51 12.7 896 03567494 34°59′27′′ 85°13′20′′ SPRING CREEK NEAR CHATTANOOGA (1) 14.2 15.3 120 2.352 31 0.90 3 4 03567500 2.88 3.52 23.3 10.2 2.52 2.73 3.05 3.65 4.15 5.08 6.14 7.66 9.95 13.5 18.7 27.3 49.8 1.21 1.72 25.8 8.13 1.23 1.36 1.56 1.86 2.24 2.96 3.90 5.59 8.18 12.9 20.5 31.0 53.5 1.64 2.29 23.1 9.71 1.59 1.80 2.04 2.43 2.92 4.09 5.21 6.80 9.45 13.3 19.7 28.8 49.7 0.58 0.55 13.6 2.26 0.70 0.59 0.62 0.65 0.77 0.93 1.00 1.12 1.62 3.20 9.39 27.7 32.7 897 03567496 35°00′10′′ 85°13′11′′ SPRING CREEK NEAR BRAINERD (1) 19.3 20.3 116 2.352 43 1.09 4 5 03567500 3.07 3.75 31.7 11.6 2.73 2.96 3.31 3.97 4.52 5.55 6.72 8.42 11.0 17.0 25.4 37.2 67.7 2.26 3.02 33.3 11.8 2.22 2.42 2.75 3.22 3.79 4.80 6.04 8.11 11.5 17.4 26.9 40.0 68.2 2.43 3.34 31.8 13.6 2.34 2.62 2.97 3.53 4.25 5.74 7.36 9.61 13.3 18.8 27.2 39.5 66.9 0.52 0.49 16.0 2.31 0.72 0.62 0.66 0.67 0.76 0.90 0.98 1.14 1.73 3.45 12.8 56.5 60.7 898 03567590 35°03′31′′ 85°10′14′′ FRIAR BRANCH AT STANDIFER GAP R (1) 12.1 12.4 77 2.350 71 1.62 4 7 03566420 0.87 1.35 20.7 6.75 0.73 0.87 1.08 1.52 2.00 2.61 3.42 4.67 6.75 10.9 16.7 24.3 42.9 0.93 1.38 20.2 7.30 0.90 1.02 1.19 1.51 1.91 2.64 3.63 5.27 7.46 10.9 16.6 25.0 42.9 0.98 1.47 20.5 7.80 0.95 1.08 1.26 1.57 1.99 2.74 3.81 5.33 7.81 11.6 16.9 25.2 42.3 0.57 0.58 2.09 1.72 0.60 0.52 0.53 0.58 0.67 0.81 0.99 1.13 1.11 1.34 3.22 8.24 10.4

 899 03567596 35°02′46′′ 85°12′07′′ FRIAR BRANCH AT AIRPORT, CHATTANOOGA (1) 21.5 21.9 82 2.350 74 1.61 5 11 03566420

2.67 4.15 38.5 20.5 2.25 2.67 3.33 4.65 6.13 7.99 10.4 14.2 20.5 25.5 32.5 43.2 76.31.56 2.31 35.1 12.4 1.47 1.67 1.97 2.52 3.19 4.40 6.13 8.71 12.5 18.4 28.3 43.8 75.21.99 2.92 36.6 14.5 1.93 2.17 2.52 3.10 3.91 5.30 7.27 10.0 14.5 21.2 30.6 45.0 75.21.01 1.07 2.65 2.93 0.98 0.90 0.97 1.07 1.25 1.54 1.89 1.99 1.89 2.43 5.21 8.33 10.9

 900 03567600 35°04′05′′ 85°12′48′′ SOUTH CHICKAMAUGA CREEK NR MCCARTY (1) 458 459 91 2.350 43 1.38 6 15 03567500

93.2 114 751 330 81.3 88.2 98.2 118 134 164 198 247 321 434 604 882 160680.5 107 880 430 70.8 80.2 93.3 115 137 182 240 322 435 604 817 1145 187545.5 66.3 779 347 44.2 50.4 58.2 73.1 93.4 135 182 246 348 490 693 978 1646

1.64 1.80 5.04 3.96 1.59 1.83 1.81 1.95 2.17 2.40 2.60 2.84 3.24 3.55 4.75 6.43 12.5
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report135

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 901 03568630 34°59′40′′ 85°18′10′′ CHATTANOOGA CREEK AT HAMILL ROAD (1) 63.9 64.5 79 2.352 19 1.46 3 12 03567500

4.49 5.40 86.0 16.4 3.99 4.33 4.83 5.80 6.59 8.08 9.79 12.3 15.9 21.6 49.0 123 2245.50 8.11 108 38.7 5.17 5.96 7.08 9.08 11.3 15.7 20.8 28.2 39.1 57.7 91.0 142 2443.81 6.27 108 43.0 3.75 4.48 5.31 7.02 9.37 15.4 21.3 29.6 43.2 63.0 95.3 141 2411.07 1.18 6.31 3.12 0.90 0.84 0.94 1.15 1.44 1.85 2.02 2.07 2.40 2.70 4.12 7.09 10.1

 902 03568670 35°01′21′′ 85°18′16′′ CHATTANOOGA CR AT SOUTHERN RAILROAD (1) 70.7 72.5 81 2.352 20 1.38 2 9 03567500

7.43 9.15 116 28.5 6.62 7.19 8.03 9.65 11.0 13.5 16.4 20.6 26.8 48.5 93.2 136 2486.63 9.60 120 45.1 6.18 7.08 8.37 10.7 13.2 18.1 24.0 32.7 45.1 66.3 103 159 2724.48 7.28 120 48.5 4.41 5.25 6.20 8.13 10.8 17.5 24.1 33.4 48.4 70.4 106 156 2681.10 1.26 6.19 3.16 0.88 0.83 0.94 1.17 1.47 1.87 2.03 2.09 2.41 2.68 4.08 7.21 10.8

 903 03569172 35°05′11′′ 85°19′32′′ STRINGERS BRANCH NEAR VALDEAU (1) 5.90 5.73 65 2.350 100 1.97 2 11 03566420

0.54 0.81 10.1 4.11 0.45 0.53 0.66 0.93 1.22 1.59 2.09 2.85 4.11 5.77 8.13 11.9 20.90.49 0.69 8.97 3.63 0.46 0.52 0.59 0.73 0.92 1.29 1.74 2.51 3.58 5.05 7.39 11.1 19.20.37 0.58 9.70 3.44 0.36 0.41 0.49 0.62 0.80 1.10 1.59 2.30 3.47 5.30 7.80 11.9 19.80.51 0.54 2.68 1.98 0.66 0.54 0.57 0.64 0.76 0.93 1.13 1.34 1.39 1.49 3.25 7.64 8.68

 904 03569193 35°05′54′′ 85°19′42′′ MOUNTAIN CREEK AT GLENDALE (1) 6.37 6.57 53 2.350 70 1.96 1 9 03566420

0.28 0.43 9.90 2.25 0.23 0.28 0.35 0.49 0.65 0.86 1.13 1.55 2.25 3.18 6.20 12.8 22.60.46 0.69 9.98 3.87 0.43 0.48 0.58 0.75 0.97 1.42 1.96 2.76 3.91 5.50 8.47 13.4 22.70.25 0.44 11.1 3.62 0.25 0.29 0.36 0.47 0.65 1.00 1.52 2.32 3.66 5.79 8.84 13.8 23.60.44 0.56 2.58 2.19 0.51 0.44 0.49 0.64 0.81 1.12 1.32 1.57 1.53 1.64 3.29 7.33 7.82

 905 03569245 35°07′28′′ 85°23′26′′ SUCK CREEK NEAR CHATTANOOGA (0) 22.6 22.8 32 2.350 24 2.96 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.22 35.7 9.93 0.00 0.00 0.00 0.24 0.35 0.97 2.24 4.63 9.11 16.1 26.7 44.1 80.80.00 0.17 42.1 8.71 0.00 0.00 0.00 0.22 0.41 1.02 2.20 4.48 9.03 17.5 31.1 56.0 1031.05 1.47 5.80 3.38 0.46 0.49 0.57 0.70 0.94 2.16 3.01 2.96 2.95 3.31 4.99 7.44 8.82

 906 03570480 35°01′08′′ 85°32′17′′ RUNNING WATER CREEK AT HALETOWN (0) 20.6 20.8 33 2.355 16 1.83 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.20 34.1 10.4 0.00 0.00 0.00 0.23 0.36 0.99 2.29 4.65 8.94 15.5 25.4 40.8 77.00.00 0.18 35.6 7.68 0.00 0.00 0.00 0.22 0.40 0.99 2.03 3.97 7.79 14.7 26.3 47.3 88.81.11 1.53 6.32 3.56 0.63 0.68 0.76 0.83 1.11 2.52 3.34 3.02 2.79 3.15 4.82 7.49 8.40

 907 03570505 34°59′38′′ 85°36′01′′ COLE CITY CR NR SHELLMOUND STATION (0) 27.1 28.9 34 2.358 8 1.56 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.14 53.2 15.7 0.00 0.00 0.12 0.19 0.32 1.04 2.85 6.33 12.7 22.7 37.7 60.8 1240.00 0.27 48.6 11.1 0.00 0.00 0.20 0.34 0.60 1.57 3.08 5.83 11.2 20.5 37.2 66.1 1251.18 1.49 5.52 3.05 0.50 0.55 0.61 0.67 0.92 2.02 2.67 2.62 2.63 3.05 4.83 7.33 8.60
136 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 908 03570560 35°51′16′′ 84°55′14′′ MILL CAVE TRIB IN GRASSY COVE (0) 12.1 12.1 75 2.286 50 1.95 8 15 03420000 1.17 1.50 25.3 9.13 1.12 1.24 1.49 1.74 2.18 3.26 4.69 6.67 10.2 15.8 23.2 35.0 60.6 0.91 1.29 19.3 7.43 0.89 0.99 1.13 1.38 1.74 2.47 3.47 4.88 7.18 10.9 17.3 27.6 45.4 0.94 1.46 19.3 8.37 0.91 1.04 1.23 1.57 2.03 2.95 4.11 5.72 8.22 11.9 17.1 25.2 41.3 0.64 0.64 1.24 1.41 0.83 0.71 0.71 0.71 0.75 0.83 0.94 1.04 0.98 0.91 1.71 3.44 4.33 909 03570580 35°47′09′′ 85°00′54′′ SEQUATCHIE RIVER NEAR MELVINE (1) 23.7 18.9 72 2.287 51 1.98 7 15 03571000 2.05 2.70 44.8 16.8 1.91 2.15 2.40 2.90 3.70 5.71 8.37 12.7 20.1 30.3 43.0 63.1 106 1.29 1.90 29.5 11.4 1.25 1.43 1.66 2.07 2.62 3.73 5.21 7.36 10.7 16.3 25.7 41.3 69.3 1.39 2.19 30.3 13.1 1.35 1.56 1.85 2.36 3.09 4.54 6.39 8.96 12.9 18.7 27.0 39.6 65.0 0.41 0.54 1.47 1.56 0.46 0.48 0.50 0.53 0.61 0.73 0.86 1.01 1.03 1.04 1.88 3.05 4.35 910 03570590 35°41′51′′ 85°06′00′′ LITTLE CR NR LONE OAK CH NR NINEMILE (0) 5.21 5.18 43 2.321 49 2.56 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.32 0.52 7.67 3.21 0.29 0.34 0.41 0.54 0.70 1.04 1.44 2.03 2.92 4.14 6.49 10.5 17.9 0.11 0.22 8.86 2.73 0.11 0.13 0.17 0.24 0.36 0.62 1.03 1.67 2.76 4.53 7.13 11.5 19.6 0.50 0.73 2.63 2.90 0.64 0.60 0.70 0.97 1.19 1.64 1.78 2.04 2.00 1.94 3.87 11.4 13.7 911 03570600 35°36′19′′ 85°11′09′′ SEQUATCHIE RIVER AT PIKEVILLE (1) 104 99.7 73 2.328 49 2.56 6 11 03571000 5.24 7.10 193 48.3 5.23 5.89 6.60 8.02 10.3 16.0 23.7 36.2 58.0 110 185 272 455 6.34 9.48 162 61.8 6.20 7.04 8.26 10.6 13.4 19.1 26.9 38.3 60.2 92.1 140 211 363 8.11 12.8 179 76.9 7.91 9.07 10.8 14.1 18.8 27.8 39.2 54.6 78.5 114 162 232 377 0.82 0.79 5.54 3.27 0.73 0.68 0.68 0.72 0.82 0.94 1.01 1.12 2.47 2.70 3.89 6.52 9.20 912 03570602 35°35′48′′ 85°11′27′′ SEQUATCHIE RIVER NEAR PIKEVILLE (1) 106 102 73 2.328 58 1.92 9 12 03571000 5.26 7.02 197 45.5 5.26 5.90 6.60 7.96 10.1 15.6 22.8 34.4 54.4 113 189 277 464 6.41 9.55 165 63.7 6.29 7.13 8.36 10.7 13.4 19.1 27.0 38.3 61.5 93.9 142 213 366 8.02 12.4 175 73.5 7.80 8.95 10.6 13.6 17.8 25.8 36.4 51.0 74.0 107 153 221 366 0.95 0.88 5.46 3.25 0.86 0.80 0.80 0.84 0.92 1.00 1.03 1.12 2.52 2.71 3.92 6.57 9.18

 913 03570650 35°30′09′′ 85°15′23′′ SEQUATCHIE RIVER NEAR COLLEGE STATION (1) 154 151 73 2.334 59 1.94 3 18 03571000

13.2 17.5 291 121 13.3 15.0 16.8 20.4 26.1 40.4 59.6 90.7 145 205 279 410 686

11.1 16.5 257 103 10.8 12.4 14.6 18.5 23.3 33.5 47.5 67.9 103 157 233 342 578

12.1 18.6 262 111 11.7 13.4 15.9 20.4 26.9 39.0 55.0 77.0 112 162 230 331 548

1.48 1.36 4.10 3.17 1.38 1.30 1.30 1.41 1.58 1.82 1.92 2.03 2.25 2.39 3.29 5.45 8.74

 914 03570703 35°23′58′′ 85°20′30′′ MCWILLIAMS CREEK NEAR DUNLAP (1) 10.9 11.3 84 2.339 71 1.86 4 4 03571000

0.35 0.42 20.6 6.50 0.35 0.38 0.41 0.46 0.54 0.72 1.90 3.90 9.25 13.9 19.8 29.0 48.60.85 1.22 18.1 6.52 0.81 0.91 1.06 1.34 1.67 2.28 3.09 4.50 6.46 9.62 14.9 22.8 38.91.08 1.59 18.8 7.59 1.05 1.17 1.36 1.68 2.11 2.85 3.88 5.32 7.61 11.1 16.0 23.5 38.70.67 0.70 1.98 1.83 0.73 0.63 0.66 0.71 0.81 0.99 1.21 1.34 1.26 1.55 3.58 6.87 8.13
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report137

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 915 03570800 35°24′15′′ 85°23′18′′ LITTLE BRUSH CREEK AT DUNLAP (0) 15.4 15.4 32 2.340 18 4.28 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.14 24.2 8.34 0.00 0.00 0.00 0.16 0.26 0.72 1.70 3.68 7.28 11.9 18.8 29.6 54.60.00 0.12 29.7 6.35 0.00 0.00 0.00 0.16 0.30 0.77 1.66 3.36 6.67 12.9 22.9 40.9 73.40.80 1.23 4.98 3.39 0.52 0.53 0.60 0.76 0.93 2.00 2.83 2.86 2.46 2.80 4.14 6.22 6.74

 916 03570810 35°23′55′′ 85°21′50′′ BIG BRUSH CREEK NEAR DUNLAP (0) 66.1 66.8 35 2.340 20 4.31 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.31 0.76 117 31.4 0.00 0.44 0.60 0.93 1.49 3.74 8.02 15.6 30.5 55.7 89.8 141 2630.48 1.26 132 35.8 0.00 0.67 0.93 1.55 2.72 6.17 11.7 21.1 37.8 66.3 110 181 3120.89 1.57 13.8 4.05 0.50 0.60 0.70 0.93 1.40 3.13 3.97 3.49 3.36 3.82 6.71 9.34 16.6

 917 03570835 35°21′34′′ 85°22′20′′ SEQUATCHIE RIVER NEAR DUNLAP (1) 292 290 65 2.341 51 2.51 5 5 03571000

19.5 26.1 551 179 19.4 21.9 24.5 29.8 38.2 59.4 87.9 134 215 349 530 777 130118.7 27.2 481 178 18.2 20.6 23.9 30.1 38.2 55.5 79.8 116 180 285 426 635 108919.5 31.7 534 221 19.1 22.2 26.6 35.5 48.6 74.3 108 154 227 334 477 685 1127

2.71 3.40 8.22 6.74 2.54 2.86 3.21 3.94 5.00 6.11 5.98 5.32 5.65 6.41 7.57 8.70 11.9

 918 03570840 35°22′10′′ 85°23′16′′ COOPS CREEK AT DUNLAP (1) 5.50 6.00 61 2.341 33 3.32 6 6 03571000

0.29 0.40 10.4 3.90 0.29 0.34 0.39 0.49 0.67 1.15 1.85 3.12 4.67 7.03 9.97 14.6 24.50.51 0.73 8.84 3.47 0.48 0.54 0.63 0.79 0.99 1.36 1.81 2.47 3.48 4.89 7.92 13.3 21.80.30 0.52 11.0 4.00 0.29 0.35 0.42 0.58 0.81 1.29 1.89 2.76 4.13 6.31 9.59 14.5 23.80.64 0.67 2.66 2.31 0.86 0.72 0.74 0.82 0.94 1.10 1.29 1.49 1.47 1.53 3.30 8.86 11.4

 919 03570855 35°19′19′′ 85°26′01′′ WOODCOCK CREEK SW OF DUNLAP (0) 15.3 15.0 34 2.344 21 4.14 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.27 24.0 7.80 0.00 0.00 0.00 0.28 0.44 1.05 2.09 3.86 7.01 11.7 18.5 29.0 53.70.00 0.22 28.9 7.08 0.00 0.00 0.00 0.27 0.48 1.11 2.16 4.02 7.43 13.5 23.0 39.4 69.00.84 1.31 5.43 3.35 0.61 0.62 0.70 0.85 0.99 2.18 3.08 3.29 2.83 3.35 5.45 8.54 7.88

 920 03571500 35°07′47′′ 85°35′10′′ LITTLE SEQUATCHIE RIVER AT SEQUATCHIE (1) 116 116 36 2.353 25 3.36 7 7 03571000

3.39 4.53 219 42.0 3.38 3.81 4.28 5.21 6.70 10.5 15.6 24.0 63.0 148 210 309 5170.76 1.90 201 49.2 0.79 1.09 1.44 2.31 3.70 8.01 15.4 28.4 52.3 96.8 159 248 4521.01 2.49 224 61.6 1.03 1.38 1.87 3.04 5.15 11.1 20.5 36.4 64.7 112 183 299 5221.18 1.79 11.4 3.74 0.66 0.82 0.97 1.26 1.88 3.32 3.79 3.14 2.82 3.67 6.39 9.31 15.8

 921 03571604 35°07′10′′ 85°34′06′′ HALL CREEK NEAR SEQUATCHIE (0) 7.33 7.19 81 2.353 83 1.95 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.62 0.89 11.3 4.36 0.60 0.67 0.77 0.95 1.19 1.62 2.15 3.05 4.32 6.22 9.53 14.5 24.40.67 0.98 12.2 4.69 0.65 0.72 0.84 1.03 1.30 1.73 2.37 3.28 4.74 7.00 10.2 15.0 24.90.54 0.54 2.93 1.71 0.54 0.44 0.47 0.52 0.61 0.75 0.93 1.10 1.16 1.39 3.36 7.99 9.25
138 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 922 03571700 35°05′25′′ 85°37′22′′ PRYOR COVE BRANCH NEAR JASPER (0) 12.9 12.8 41 2.356 30 2.81 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.36 0.68 21.4 6.81 0.35 0.42 0.52 0.72 1.01 1.73 2.75 4.36 6.90 11.0 17.6 27.8 48.0 0.20 0.43 23.4 6.72 0.20 0.25 0.33 0.50 0.77 1.47 2.48 4.12 6.95 11.7 18.9 30.6 53.0 0.81 1.15 5.44 3.65 0.64 0.61 0.70 0.88 1.06 1.95 2.73 3.26 3.27 4.14 6.03 8.33 7.80 923 03571775 35°10′55′′ 85°49′12′′ BATTLE CREEK ABOVE CAVE COVE (0) 16.9 16.8 50 2.357 26 2.92 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.55 1.05 30.4 9.25 0.55 0.67 0.84 1.12 1.54 2.57 4.09 6.28 9.62 15.4 23.9 36.5 66.7 0.48 0.94 31.0 10.2 0.48 0.59 0.74 1.07 1.57 2.79 4.36 6.71 10.6 16.8 26.4 41.0 69.3 0.64 0.82 4.41 3.11 0.44 0.42 0.49 0.61 0.88 1.57 2.01 2.23 2.22 3.04 4.80 6.65 6.17 924 03571800 35°08′03′′ 85°46′15′′ BATTLE CREEK NEAR MONTEAGLE (1) 50.4 50.5 49 2.358 32 2.75 4 4 03571000 2.03 2.76 95.2 23.1 2.03 2.28 2.55 3.08 3.94 6.08 8.93 13.5 33.0 64.4 91.4 134 225 1.40 2.44 95.7 29.0 1.39 1.64 2.01 2.76 3.99 7.06 11.7 19.2 33.3 54.6 81.0 121 214 1.47 2.84 93.9 31.4 1.47 1.80 2.27 3.26 4.80 8.43 13.3 20.6 32.6 51.6 79.6 122 207 0.83 0.91 7.43 2.90 0.52 0.54 0.63 0.76 1.37 2.30 2.52 2.43 2.52 3.57 6.18 9.43 9.91 925 03571825 35°05′03′′ 85°44′31′′ BATTLE CREEK NEAR SMITHTOWN (1) 117 119 47 2.360 31 2.85 4 4 03571000 4.32 5.82 221 55.0 4.31 4.85 5.43 6.59 8.44 13.1 19.3 29.4 77.0 150 212 311 521 3.66 5.96 214 57.1 3.70 4.25 5.08 6.84 9.10 14.5 22.8 35.6 62.3 115 176 266 470 3.17 6.26 226 75.6 3.17 3.94 4.99 7.27 10.9 19.7 31.5 49.4 78.9 125 193 295 500 0.75 1.00 11.4 3.89 0.59 0.66 0.77 1.03 1.76 2.71 3.02 3.14 3.32 4.61 9.18 11.5 15.9 926 03571827 35°04′48′′ 85°44′11′′ KELLY COVE CREEK AT SMITHTOWN (0) 4.42 4.28 49 2.360 31 2.79 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.34 0.54 6.16 2.76 0.31 0.36 0.43 0.56 0.71 1.03 1.40 1.89 2.65 3.52 5.56 9.17 15.2 0.11 0.22 7.72 2.39 0.11 0.14 0.18 0.25 0.36 0.63 0.99 1.54 2.46 3.99 6.34 10.1 17.1 0.52 0.66 2.65 2.40 0.68 0.60 0.64 0.72 0.85 1.20 1.44 1.70 1.69 1.74 3.59 8.20 9.03

 927 03571835 35°03′52′′ 85°45′55′′ SWEDEN CREEK NEAR SOUTH PITTSBURG (1) 28.2 27.5 56 2.362 40 2.56 6 6 03578000

0.91 1.61 59.3 20.3 0.95 1.09 1.23 1.65 2.56 5.08 9.90 19.0 27.7 39.5 53.7 78.7 1381.24 2.06 49.2 15.1 1.22 1.43 1.73 2.29 3.09 4.80 7.14 10.7 16.7 26.3 40.0 61.3 1081.14 2.03 50.3 17.5 1.13 1.35 1.66 2.28 3.21 5.21 7.85 11.7 18.0 28.0 42.5 64.6 1090.91 0.94 6.57 3.57 0.62 0.59 0.66 0.78 1.27 2.08 2.43 2.65 2.82 3.94 6.48 8.94 8.34

 928 03571855 34°59′32′′ 85°43′16′′ POPLAR SPRING BRANCH AT RICHARD CITY (0) 5.25 4.97 50 2.362 41 2.40 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.43 0.64 7.03 2.99 0.40 0.44 0.52 0.66 0.84 1.17 1.54 2.09 2.94 3.96 6.30 10.5 17.20.14 0.27 8.79 2.72 0.14 0.17 0.22 0.30 0.43 0.72 1.13 1.75 2.79 4.50 7.08 11.2 19.20.65 0.68 2.76 2.33 0.80 0.67 0.69 0.79 0.99 1.26 1.42 1.65 1.63 1.73 3.58 7.95 8.49
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report139

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 929 03572090 34°59′39′′ 85°54′09′′ CROW CREEK AT ANDERSON (1) 78.2 78.1 50 2.372 39 2.44 5 8 03574500

0.96 1.77 167 35.5 1.00 1.17 1.43 2.13 3.20 5.73 9.72 17.3 41.5 88.9 137 217 4112.35 3.99 141 40.2 2.38 2.80 3.40 4.63 6.38 10.4 16.3 25.4 44.1 75.1 117 174 3082.45 4.61 146 48.1 2.45 2.98 3.73 5.26 7.66 13.0 20.4 31.5 50.0 79.1 121 186 3160.90 1.06 10.2 2.91 0.57 0.62 0.73 0.90 1.81 3.04 2.85 2.48 2.47 3.50 7.29 12.3 14.3

 930 03574702 35°00′42′′ 86°30′06′′ FLINT RIVER AT LINCOLN (1) 52.2 52.5 139 2.383 46 1.27 5 15 03575000

5.81 7.00 78.0 23.4 4.65 5.01 5.75 7.38 8.41 10.5 12.7 16.9 22.4 31.4 56.0 103 1817.58 10.6 90.3 37.9 7.67 8.42 9.52 11.4 13.6 17.7 21.9 28.0 37.9 53.0 73.8 108 1878.57 11.3 88.5 38.8 8.29 9.05 10.1 11.9 14.1 18.3 22.7 28.9 39.1 54.1 76.9 108 1820.54 0.52 8.36 2.94 0.67 0.61 0.64 0.66 0.73 0.81 0.94 1.33 2.17 3.43 8.57 17.7 20.5

 931 03577966 35°21′29′′ 85°50′10′′ ELK RIVER NEAR MT. VIEW (0) 25.7 25.9 49 2.349 28 2.73 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.97 1.67 52.8 16.2 0.97 1.18 1.42 1.83 2.58 4.01 6.58 10.4 17.4 27.6 40.7 61.3 1160.71 1.40 47.2 15.8 0.71 0.88 1.12 1.60 2.37 4.21 6.62 10.3 16.2 25.8 40.1 62.2 1050.53 0.70 6.26 3.29 0.35 0.35 0.42 0.53 0.78 1.14 1.73 2.23 2.55 3.45 4.90 5.97 7.10

 932 03577985 35°19′21′′ 85°49′29′′ DRY CREEK NEAR MT. VIEW (0) 22.4 21.4 45 2.350 25 3.07 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.51 1.00 41.9 13.1 0.57 0.68 0.81 1.04 1.42 2.77 5.00 8.40 13.7 21.6 32.8 50.5 94.10.46 0.95 39.7 12.6 0.46 0.58 0.74 1.10 1.67 3.12 5.07 8.06 13.1 21.2 33.6 52.8 89.80.81 1.13 6.53 3.61 0.46 0.46 0.53 0.63 0.88 1.92 2.73 3.17 3.24 4.03 5.87 6.96 7.27

 933 03578030 35°17′05′′ 85°53′14′′ CALDWELL CREEK NEAR PELHAM (1) 21.6 21.5 49 2.353 33 2.52 6 6 03578000

0.32 0.57 45.4 9.00 0.33 0.38 0.43 0.59 0.92 1.86 3.70 7.22 14.3 27.0 41.2 60.3 1061.13 1.78 42.5 13.4 1.13 1.29 1.53 1.95 2.69 4.23 6.40 9.68 15.4 24.0 35.2 52.6 94.30.60 1.16 38.8 12.7 0.60 0.74 0.93 1.32 1.93 3.36 5.29 8.21 13.1 20.8 32.4 50.4 85.90.66 0.78 6.73 3.29 0.48 0.46 0.53 0.66 1.07 1.95 2.48 2.83 3.17 4.68 7.15 8.04 7.67

 934 03578190 35°16′28′′ 85°56′14′′ MUD CREEK NEAR ALTO (0) 18.4 18.0 90 2.355 52 2.26 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

1.34 1.95 29.1 10.3 1.27 1.43 1.68 2.12 2.66 3.60 4.92 6.96 10.2 15.7 24.6 37.2 62.81.87 2.77 31.9 13.1 1.82 2.04 2.37 2.96 3.77 5.23 7.01 9.47 13.4 19.3 27.9 40.3 65.90.80 0.81 2.66 2.02 0.82 0.71 0.75 0.80 0.91 1.04 1.17 1.19 1.34 1.98 5.21 13.5 18.1

 935 03578300 35°20′34′′ 85°57′37′′ BEAN CREEK AT PRAIRIE PLAINS (0) 18.1 17.6 78 2.351 62 1.46 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

1.21 1.78 28.2 9.96 1.14 1.30 1.52 1.94 2.46 3.42 4.71 6.90 10.0 15.0 23.3 36.0 61.31.35 2.04 28.8 11.1 1.31 1.49 1.75 2.18 2.77 3.89 5.39 7.53 11.0 16.3 23.9 35.6 60.20.92 0.92 2.46 2.58 0.99 0.88 0.90 0.96 1.09 1.33 1.64 1.68 1.57 1.71 3.97 8.24 12.1
140 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 936 03578390 35°24′58′′ 85°58′10′′ BRADLEY CREEK AT HILLSBORO (0) 11.8 11.6 68 2.348 63 1.20 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.82 1.19 19.2 6.59 0.80 0.90 1.04 1.31 1.65 2.30 3.18 4.71 6.90 10.2 15.7 24.1 41.2 0.65 1.03 18.2 6.52 0.64 0.74 0.88 1.10 1.42 2.06 2.94 4.25 6.43 9.73 14.6 22.3 38.6 0.68 0.67 3.35 1.98 0.71 0.60 0.60 0.66 0.78 0.96 1.15 1.25 1.19 1.31 2.91 8.21 8.98 937 03578504 35°19′11′′ 86°00′14′′ BRADLEY CREEK NEAR DUNCANTOWN (1) 50.5 47.7 120 2.370 60 1.10 4 4 03578500 4.13 4.78 79.4 33.5 3.77 4.15 4.51 4.99 5.86 8.96 12.0 17.5 26.8 45.5 69.0 102 172 6.50 8.56 77.6 30.2 6.25 6.84 7.67 8.95 10.6 13.5 16.9 21.8 30.7 45.3 64.9 94.5 161 6.63 8.80 77.2 32.9 6.40 7.03 7.91 9.27 11.0 14.3 18.2 23.6 32.7 45.9 65.3 93.4 158 0.91 0.77 12.0 3.47 1.15 1.06 1.11 1.10 1.14 1.17 1.24 1.56 2.25 3.85 13.7 20.8 22.6 938 03579620 35°21′34′′ 86°12′47′′ ROCK CREEK AT TULLAHOMA (1) 12.3 12.2 140 2.370 22 0.88 7 16 03578000 0.33 0.58 25.9 7.50 0.35 0.39 0.44 0.59 0.90 1.75 3.35 6.29 10.5 15.9 23.4 34.3 60.4 0.69 0.99 21.1 5.40 0.72 0.79 0.91 1.08 1.31 1.74 2.32 3.62 5.94 10.6 16.7 25.4 44.5 1.43 1.98 18.7 7.85 1.38 1.57 1.76 2.10 2.50 3.55 4.39 5.61 7.69 10.7 16.1 23.5 40.6 0.62 0.54 9.28 1.95 0.63 0.50 0.53 0.53 0.61 0.72 0.76 0.89 1.40 2.88 7.70 17.1 19.1 939 03579700 35°15′09′′ 86°08′29′′ ROCK CREEK NEAR ESTILL SPRINGS (1) 41.2 42.1 140 2.375 29 1.01 11 19 03578000 6.85 11.7 86.7 55.5 7.11 8.05 9.03 11.9 18.0 34.1 42.5 52.5 63.0 73.0 78.5 115 202 5.26 7.27 70.3 25.2 5.28 5.83 6.60 7.73 9.24 11.9 14.4 18.6 25.9 37.0 54.7 84.8 151 5.74 7.76 67.4 29.4 5.56 6.22 6.96 8.27 9.87 13.6 16.9 21.5 29.2 40.4 58.8 83.9 143 0.58 0.54 9.47 2.54 0.73 0.66 0.70 0.70 0.73 0.77 0.83 1.08 1.82 3.27 9.68 16.4 18.4 940 03579900 35°09′45′′ 86°00′20′′ BOILING FORK CREEK AT COWAN (1) 17.0 16.3 50 2.363 57 2.14 7 9 03578000 0.38 0.68 35.8 9.41 0.40 0.46 0.52 0.70 1.09 2.15 4.17 7.98 14.0 22.0 32.4 47.4 83.4 0.57 0.99 27.2 8.34 0.54 0.64 0.79 1.09 1.51 2.43 3.67 5.71 8.86 14.1 21.9 33.6 58.4 0.52 0.96 28.8 9.18 0.52 0.63 0.78 1.07 1.51 2.43 3.80 5.88 9.39 15.0 23.1 36.1 61.7 0.72 0.91 4.75 3.13 0.48 0.46 0.54 0.67 0.96 1.70 2.11 2.30 2.29 3.09 5.05 7.10 6.54

 941 03580000 35°09′28′′ 86°00′57′′ BOILING FORK CREEK SOUTH OF COWAN (1) 20.2 20.1 50 2.363 62 2.00 5 6 03578000

0.30 0.53 42.5 8.50 0.32 0.36 0.41 0.55 0.86 1.72 3.39 6.55 13.9 24.0 38.5 56.3 99.20.73 1.25 33.3 10.1 0.70 0.82 1.00 1.38 1.91 3.01 4.45 6.88 10.9 17.6 27.0 41.0 71.10.65 1.18 35.3 11.2 0.65 0.78 0.97 1.32 1.86 2.96 4.63 7.17 11.5 18.3 28.1 43.8 75.20.71 0.89 5.52 3.58 0.47 0.46 0.54 0.68 1.01 1.87 2.49 2.86 3.09 4.27 6.32 7.17 6.80

 942 03580200 35°08′32′′ 86°03′55′′ NORWOOD CREEK NEAR COWAN (1) 10.3 9.56 50 2.379 64 1.97 8 13 03580300

0.85 1.11 18.4 7.88 0.85 0.90 1.01 1.24 1.55 2.25 3.38 5.91 9.07 12.2 17.0 20.6 35.00.45 0.76 15.8 5.09 0.42 0.49 0.60 0.81 1.10 1.69 2.44 3.65 5.55 8.39 12.8 19.4 33.30.30 0.54 16.8 5.07 0.30 0.36 0.44 0.60 0.84 1.33 2.07 3.22 5.19 8.41 13.1 20.7 35.70.83 0.97 4.71 3.20 0.73 0.66 0.71 0.80 0.97 1.48 1.89 2.16 2.24 2.93 4.68 6.93 6.80
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report141

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 943 03580405 35°12′04′′ 86°05′41′′ WAGNER CREEK NEAR DECHERD (0) 15.0 14.7 71 2.377 83 1.46 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.96 1.48 25.2 8.46 0.96 1.08 1.27 1.62 2.08 2.98 4.15 6.21 9.15 13.8 20.9 30.4 52.10.99 1.52 24.7 8.65 0.97 1.10 1.30 1.62 2.08 2.87 4.06 5.81 8.73 13.3 19.6 29.7 50.70.68 0.65 4.17 1.92 0.61 0.52 0.54 0.60 0.73 0.92 1.14 1.28 1.35 2.01 4.64 9.36 7.89

 944 03580500 35°11′55′′ 86°07′29′′ BOILING FORK CREEK AT WINCHESTER (1) 77.1 75.6 62 2.377 74 1.68 2 11 03579100

11.9 17.1 153 71.2 11.3 14.7 15.8 18.4 20.3 25.9 37.1 53.2 77.9 114 150 190 320

3.37 5.32 127 37.8 3.46 3.98 4.68 5.96 7.79 11.5 16.5 24.1 38.6 64.7 104 155 2714.19 6.76 133 46.9 4.12 4.77 5.73 7.43 9.94 14.6 21.4 31.4 47.9 73.2 108 162 2761.09 1.16 7.17 3.69 0.82 0.83 0.95 1.06 1.81 2.63 2.59 2.29 2.31 2.84 6.12 9.65 10.6

 945 03580700 35°15′24′′ 86°15′21′′ HURRICANE CREEK AT AWALT (1) 24.6 24.2 72 2.375 56 1.96 9 16 03596000

4.82 6.72 44.5 23.2 5.14 5.63 6.45 7.35 8.48 10.4 12.8 16.6 23.5 31.0 38.5 48.7 84.81.50 2.34 40.9 13.1 1.43 1.63 1.94 2.52 3.27 4.66 6.54 9.42 14.2 21.3 32.8 50.2 86.01.67 2.63 43.0 15.7 1.64 1.88 2.23 2.86 3.75 5.44 7.68 10.9 16.1 24.2 35.8 53.3 89.51.01 1.00 5.91 2.81 0.79 0.70 0.73 0.85 1.08 1.47 1.94 1.98 1.85 2.26 5.15 11.9 11.1

 946 03580775 35°03′46′′ 86°14′48′′ BEANS CREEK AT BEANS CREEK (1) 19.0 17.7 84 2.382 63 1.62 10 10 03578000

0.89 1.54 44.6 19.3 0.92 1.05 1.18 1.58 2.42 4.71 9.02 17.0 24.9 32.8 41.5 53.0 93.31.20 1.85 28.9 9.72 1.14 1.29 1.53 2.00 2.59 3.60 4.93 7.04 10.3 15.4 23.5 35.3 59.91.54 2.28 30.6 11.4 1.50 1.69 1.97 2.43 3.08 4.22 5.76 7.95 11.6 17.1 25.2 37.2 62.80.66 0.66 6.68 1.88 0.53 0.47 0.51 0.58 0.70 0.91 1.12 1.20 1.39 2.09 6.90 18.6 12.7

 947 03580800 35°07′18′′ 86°18′20′′ BEANS CREEK NEAR LEXIE CROSSROADS (1) 89.7 83.6 110 2.380 70 1.58 12 17 03575000

15.6 18.8 148 61.5 12.3 13.2 15.1 19.3 21.9 27.2 32.5 42.9 56.6 83.0 125 178 31012.2 16.6 133 58.7 11.6 12.7 14.3 17.3 20.8 27.0 34.3 44.4 59.7 82.2 112 163 274

11.9 16.1 146 62.3 11.6 12.6 14.3 17.1 20.9 26.9 34.9 45.8 63.4 89.6 126 178 295

0.80 0.89 11.7 4.87 0.91 0.90 1.02 1.21 1.50 2.08 2.44 3.29 4.25 5.37 13.8 32.7 27.5

 948 03580943 35°07′52′′ 86°27′40′′ DUKES CREEK NEAR KELSO (1) 8.34 8.49 60 2.380 51 1.74 4 4 03578000

0.62 1.06 20.7 10.1 0.65 0.74 0.83 1.11 1.70 3.30 6.31 9.20 12.5 15.8 19.4 23.3 40.90.48 0.74 14.0 4.39 0.45 0.51 0.61 0.80 1.06 1.54 2.14 3.19 4.80 7.39 11.5 17.3 29.60.37 0.63 14.6 4.74 0.36 0.43 0.52 0.69 0.93 1.42 2.10 3.12 4.83 7.56 11.6 18.1 31.10.66 0.67 4.69 2.26 0.63 0.53 0.55 0.62 0.78 1.02 1.33 1.51 1.54 2.23 4.48 8.29 7.28

 949 03580975 35°18′05′′ 86°22′01′′ E FORK MULBERRY CR NR COUNTYLINE (1) 17.8 17.8 50 2.374 56 1.99 5 5 03580995

1.81 2.92 38.0 15.7 1.98 2.30 2.51 3.00 3.63 5.70 7.84 10.9 14.8 20.2 27.5 41.2 78.30.63 1.12 30.6 9.26 0.61 0.72 0.89 1.22 1.70 2.76 4.17 6.53 10.2 16.4 24.8 36.9 64.60.55 1.01 31.5 9.78 0.55 0.66 0.82 1.13 1.60 2.57 4.02 6.25 10.0 16.1 24.9 39.1 67.40.74 0.98 5.31 3.24 0.44 0.43 0.51 0.64 0.93 1.77 2.20 2.50 2.67 3.77 5.90 7.05 6.45
142 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 950 03580995 35°16′56′′ 86°22′17′′ EF MULBERRY CR, J DANIELS DIST, LYNCHBURG (1, 2) 23.4 23.4 50 2.375 57 1.96 6 0 0 2.33 3.74 50.0 20.6 2.60 3.03 3.30 3.94 4.77 7.49 10.3 14.3 19.5 26.5 36.2 54.2 103 0.98 1.64 40.1 11.8 0.95 1.11 1.34 1.77 2.42 3.72 5.42 8.30 13.2 21.2 32.3 49.1 85.7 0.73 1.34 41.5 12.9 0.73 0.88 1.09 1.49 2.12 3.41 5.33 8.28 13.3 21.3 32.8 51.4 88.7 1.02 1.24 5.47 3.00 0.61 0.61 0.68 0.75 1.10 2.17 2.77 2.76 2.54 3.16 5.23 7.61 7.33 951 03581200 35°13′02′′ 86°26′42′′ EAST FORK MULBERRY CREEK AT MULBERRY (1) 49.4 49.4 49 2.378 55 1.74 5 5 03580995 4.84 7.90 106 43.5 5.49 6.40 6.97 8.32 10.1 15.8 21.7 30.2 41.2 55.9 76.4 114 217 1.49 2.61 86.2 23.3 1.49 1.76 2.16 2.93 4.09 6.55 9.93 15.6 25.7 43.4 68.6 105 185 1.44 2.64 87.0 27.1 1.43 1.74 2.17 2.98 4.24 6.95 11.0 17.2 27.8 44.6 68.7 107 187 1.05 1.11 9.95 3.19 0.58 0.61 0.69 0.81 1.39 2.44 2.59 2.45 2.54 3.68 6.86 12.1 12.8 952 03581600 35°10′31′′ 86°28′13′′ MULBERRY CREEK NEAR MULBERRY (1) 98.6 99.1 44 2.379 52 1.72 4 4 03584000 1.99 3.37 165 24.4 2.21 2.60 3.12 4.07 5.36 8.11 12.2 17.6 26.6 57.5 131 208 382 2.34 3.72 167 37.2 2.32 2.66 3.22 4.22 5.74 9.36 14.6 22.8 39.5 73.9 130 202 363 2.09 4.09 176 52.4 2.10 2.61 3.31 4.70 6.95 12.0 19.9 32.2 53.8 88.3 138 218 384 0.75 0.95 12.7 2.90 0.40 0.48 0.57 0.75 1.46 2.63 2.85 2.61 2.58 3.50 7.80 13.3 18.0 953 03582205 35°13′33′′ 86°33′56′′ NORRIS CREEK BELOW HOWELL (1) 15.1 15.0 40 2.379 51 1.99 10 26 03578000 0.12 0.21 25.0 3.40 0.12 0.14 0.16 0.22 0.35 0.71 1.44 2.86 5.17 11.0 21.1 42.1 74.1 0.00 0.68 23.6 6.79 0.00 0.00 0.00 0.69 1.01 1.76 2.74 4.44 7.35 12.2 19.1 29.6 50.9 0.00 0.45 26.6 7.03 0.00 0.00 0.00 0.52 0.79 1.43 2.46 4.17 7.22 12.4 20.0 33.1 58.7 0.87 1.16 4.39 2.82 0.51 0.51 0.59 0.72 0.99 2.09 2.71 2.79 2.45 3.01 4.65 7.34 6.74 954 035825882 35°13′22′′ 86°37′23′′ CANE CREEK NEAR HOWELL (0) 78.8 78.7 35 2.380 57 1.79 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.64 1.14 120 24.0 0.00 0.71 0.93 1.15 1.63 3.72 7.37 13.6 23.7 45.6 85.8 145 268 0.57 1.35 141 33.4 0.00 0.77 1.04 1.62 2.65 5.26 10.0 18.4 34.4 61.9 102 173 316 1.09 1.37 11.3 3.33 0.44 0.52 0.62 0.66 1.05 2.21 2.87 2.65 2.53 3.34 7.18 11.1 15.8

 955 03582700 35°05′02′′ 86°44′02′′ COLDWATER CREEK AT COLDWATER (1) 29.8 27.9 75 2.386 57 1.85 12 20 03584000

0.87 1.50 49.9 11.0 0.96 1.13 1.35 1.75 2.28 3.40 5.06 7.19 12.2 21.1 39.7 62.9 1161.95 3.07 46.4 16.1 1.89 2.17 2.57 3.36 4.34 6.14 8.46 11.9 17.0 25.0 37.3 56.5 97.52.03 3.16 49.7 18.0 1.99 2.27 2.69 3.42 4.45 6.37 8.92 12.6 18.5 27.8 41.2 61.0 1031.01 1.10 6.82 2.92 0.77 0.69 0.78 1.01 1.32 1.76 1.87 1.89 1.93 2.26 5.87 15.1 13.3

 956 03583230 35°06′39′′ 86°48′23′′ BRADSHAW CREEK AT DELLROSE (1) 68.2 68.4 47 2.388 54 2.05 4 4 03584000

0.93 1.63 114 14.9 1.03 1.22 1.46 1.91 2.53 3.84 5.79 8.36 12.7 39.0 90.8 144 2641.91 3.30 117 27.9 1.89 2.26 2.76 3.71 5.14 8.07 12.0 18.5 31.2 55.7 93.6 144 2541.84 3.47 126 38.3 1.84 2.24 2.82 3.95 5.75 9.60 15.4 24.4 39.7 64.5 99.6 155 2700.94 1.06 10.3 3.14 0.50 0.56 0.66 0.79 1.38 2.48 2.56 2.35 2.37 3.30 7.58 13.1 14.2
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report143

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 957 03583254 35°04′36′′ 86°52′38′′ ELK RIVER AT MORRELL MILL (1) 1250 1266 71 2.392 58 1.70 4 4 03584500

157 210 2240 1200 146 175 203 240 289 434 625 896 1240 1580 2050 2772 4978132 182 2066 969 126 142 161 196 244 346 480 655 957 1343 1902 2758 4630

93.4 145 2362 930 91.9 106 125 163 217 322 460 652 964 1418 2021 2884 4890

4.17 5.22 12.3 9.52 4.32 6.11 6.42 6.80 7.17 7.44 7.43 6.49 7.82 9.16 12.7 17.2 24.4

 958 03583320 35°18′46′′ 87°01′48′′ RICHLAND CREEK AT MILKY WAY (1) 149 149 41 2.384 58 1.85 5 5 03584000

2.27 3.97 250 28.7 2.54 3.00 3.61 4.72 6.24 9.48 14.3 20.7 31.4 78.0 198 315 5784.33 5.67 247 55.3 4.14 4.16 4.98 5.85 7.36 12.2 20.1 33.3 56.9 110 187 292 5372.58 5.23 271 77.1 2.59 3.25 4.19 6.08 9.22 16.4 27.9 46.6 79.6 133 208 333 5890.81 1.14 15.1 4.94 0.41 0.51 0.61 0.69 1.16 2.53 3.62 3.52 3.68 5.28 11.5 13.0 16.7

 959 03583327 35°21′59′′ 87°09′46′′ FACTORY CREEK NEAR LIBERTY HILL (1) 27.6 28.1 118 2.394 78 2.43 3 6 03584000

1.85 3.15 46.2 19.1 2.04 2.39 2.84 3.66 4.75 7.04 10.4 14.7 20.6 28.2 36.7 58.3 1073.52 4.94 45.9 17.9 3.56 3.89 4.40 5.32 6.48 8.54 10.9 14.0 19.2 27.5 38.5 56.0 92.94.88 6.53 52.9 22.2 4.73 5.05 5.72 6.83 8.31 10.3 13.2 17.0 23.2 32.8 46.0 64.4 1040.59 0.57 9.73 4.14 0.81 0.73 0.78 0.83 0.96 1.21 1.42 1.95 3.22 5.54 14.3 20.4 16.0

 960 03583330 35°21′55′′ 87°08′41′′ FACTORY CREEK NEAR CAMPBELLSVILLE (1) 38.2 38.7 106 2.394 76 2.43 4 14 03584000

2.83 4.81 64.0 28.5 3.15 3.68 4.39 5.67 7.39 11.0 16.3 23.1 34.5 53.7 50.8 80.7 1483.34 5.03 63.7 23.0 3.24 3.58 4.19 5.32 6.75 9.41 12.6 16.9 24.5 35.9 52.4 76.7 1285.76 7.95 73.0 30.0 5.60 6.05 6.92 8.38 10.4 13.3 17.3 22.7 31.4 44.9 63.2 89.1 1450.80 0.80 6.46 2.88 0.87 0.80 0.87 0.96 1.08 1.20 1.25 1.54 2.22 3.20 8.75 16.7 12.7

 961 03583360 35°22′07′′ 87°08′12′′ YOKLEY CREEK NEAR CAMPBELLSVILLE (1) 20.2 20.2 50 2.393 68 2.52 7 15 03584000

1.01 1.64 33.8 9.93 0.96 1.13 1.35 1.74 2.28 3.41 5.08 7.23 10.8 16.9 26.9 42.7 78.30.89 1.43 34.5 9.66 0.84 0.96 1.16 1.53 2.11 3.22 4.60 7.06 11.2 18.3 27.9 42.2 72.50.69 1.26 38.0 11.6 0.69 0.82 1.02 1.40 1.99 3.12 4.89 7.57 12.1 19.6 30.0 46.7 79.50.92 1.12 5.29 2.71 0.60 0.60 0.67 0.73 1.08 1.98 2.37 2.41 2.30 2.93 5.12 7.65 7.27

 962 03583400 35°16′31′′ 87°03′30′′ BIG CREEK NEAR RIVERSBURG (1) 86.6 87.3 76 2.387 70 2.32 16 27 03584000

7.79 12.0 145 54.5 8.48 9.62 11.1 13.6 16.9 23.3 31.9 42.3 58.3 83.4 120 174 3365.67 8.69 142 49.9 5.59 6.39 7.48 9.59 12.2 17.2 23.8 33.5 51.2 79.2 119 177 3047.62 11.6 164 62.9 7.47 8.40 9.90 12.6 16.5 23.1 32.3 45.0 65.6 97.1 139 201 3331.18 1.33 6.85 3.61 1.01 0.96 1.07 1.32 1.73 2.34 2.52 2.54 2.99 3.06 6.71 12.0 11.9

 963 03583480 35°14′00′′ 87°05′04′′ PIGEON ROOST CREEK NEAR WALES (1) 22.9 22.9 50 2.390 66 2.29 7 21 03584000

0.67 1.16 38.3 9.10 0.75 0.88 1.06 1.38 1.82 2.76 4.17 6.00 10.0 17.8 30.5 48.4 88.80.96 1.56 39.3 10.9 0.92 1.06 1.27 1.67 2.32 3.57 5.14 7.89 12.6 20.7 31.7 48.0 82.90.76 1.39 42.2 12.9 0.76 0.91 1.13 1.54 2.19 3.45 5.41 8.38 13.4 21.7 33.3 51.8 88.80.92 1.12 5.51 2.65 0.60 0.60 0.67 0.73 1.07 1.93 2.33 2.37 2.26 3.10 5.35 7.69 7.31
144 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 964 03583495 35°16′39′′ 87°11′58′′ DRY WEAKLEY CREEK NEAR WEAKLEY (0) 13.9 13.9 119 2.398 79 2.45 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1.92 2.82 22.9 9.88 1.88 2.06 2.38 2.97 3.70 4.90 6.19 8.02 10.4 14.1 19.4 27.1 44.2 2.38 3.19 26.0 10.6 2.31 2.46 2.79 3.31 4.01 4.95 6.29 8.13 11.1 15.8 22.4 31.6 51.1 0.50 0.51 8.24 3.62 0.45 0.39 0.42 0.51 0.72 1.15 1.64 2.35 3.23 5.57 10.7 15.0 11.9 965 03583900 35°13′04′′ 87°05′53′′ WEAKLEY CREEK NEAR PULASKI (1) 72.3 71.9 95 2.393 72 2.35 9 11 03584000 7.75 11.7 121 47.5 8.38 9.46 10.8 13.2 16.2 22.0 29.7 38.8 51.8 71.6 96.2 153 280 7.73 11.3 117 43.6 7.39 8.31 9.62 11.9 14.8 19.8 25.5 33.2 46.3 66.2 96.3 142 238 9.05 12.9 136 55.1 8.83 9.67 11.2 13.8 17.4 23.0 30.6 41.0 57.6 83.1 117 166 272 0.82 0.90 12.8 4.20 0.87 0.86 0.98 1.17 1.41 1.98 2.23 2.79 3.46 3.96 9.74 28.7 21.5 966 03584050 35°11′37′′ 87°03′43′′ CHICKEN CREEK NEAR PULASKI (1) 8.10 8.08 91 2.392 62 2.03 5 7 03584000 0.10 0.18 13.6 1.50 0.12 0.14 0.17 0.22 0.30 0.47 0.72 1.06 1.64 4.30 10.8 17.1 31.4 0.84 1.20 13.6 5.23 0.79 0.88 1.02 1.28 1.60 2.14 2.79 3.85 5.37 7.83 11.4 16.2 27.3 0.81 1.19 14.4 5.36 0.79 0.88 1.02 1.26 1.58 2.12 2.84 3.86 5.53 8.17 12.0 17.7 29.4 0.46 0.45 7.11 2.36 0.44 0.37 0.40 0.47 0.59 0.77 1.00 1.35 1.74 2.96 6.93 14.4 11.3 967 03585205 35°00′29′′ 87°06′06′′ WEST FORK SHOAL CREEK NEAR BETHEL (1) 20.4 20.0 140 2.417 74 2.29 6 6 03584000 0.86 1.48 34.2 10.0 0.97 1.14 1.36 1.76 2.30 3.44 5.13 7.30 10.9 17.1 27.1 43.1 79.1 3.94 5.38 34.5 15.4 4.02 4.37 4.91 5.84 6.87 8.57 10.4 12.8 16.4 22.0 29.6 41.0 67.4 4.11 5.30 37.9 15.8 3.98 4.20 4.69 5.49 6.52 7.89 9.75 12.3 16.5 23.3 32.7 45.7 74.0 0.67 0.65 9.10 3.25 0.81 0.69 0.74 0.77 0.89 1.10 1.31 1.89 2.96 5.25 12.5 17.7 14.9 968 03585250 35°03′54′′ 87°13′59′′ EAST FK SUGAR CREEK NR MINOR HILL (1) 36.6 36.5 140 2.409 79 2.68 12 20 03584000 12.3 14.8 61.3 30.8 12.7 13.4 14.3 15.6 17.2 19.7 22.6 26.7 32.0 39.5 48.7 77.3 142 6.79 9.47 64.8 29.5 7.04 7.69 8.69 10.4 12.4 15.7 19.3 23.9 30.6 40.9 55.3 77.0 127 8.22 10.6 71.2 30.9 7.96 8.34 9.33 11.0 13.1 15.8 19.5 24.5 32.6 45.5 62.8 86.3 138 0.48 0.48 8.98 2.79 0.45 0.42 0.45 0.48 0.56 0.69 0.88 1.36 2.21 3.78 10.4 17.4 14.8

 969 03585260 35°03′49′′ 87°13′51′′ SHANNON CREEK NEAR MINOR HILL (1) 17.4 18.6 140 2.409 80 2.36 12 20 03584000

2.46 3.80 33.5 17.9 2.69 3.07 3.57 4.44 5.56 7.80 10.9 14.7 18.6 23.5 29.5 36.8 67.53.83 5.24 32.4 14.9 3.91 4.24 4.77 5.67 6.65 8.29 10.0 12.4 15.7 20.9 28.0 38.3 63.13.96 5.09 35.2 14.8 3.84 4.03 4.50 5.25 6.22 7.45 9.20 11.6 15.5 21.8 30.5 42.4 68.40.68 0.67 9.12 3.46 0.85 0.72 0.77 0.81 0.94 1.18 1.41 2.05 3.18 5.47 12.5 17.5 14.8

 970 03587270 35°03′43′′ 87°25′06′′ BLUEWATER CREEK NEAR LORETTO (1) 23.5 23.4 140 2.405 84 2.00 5 5 03588500

3.74 5.12 43.9 15.9 3.59 3.96 4.48 5.39 6.22 7.78 9.49 11.8 16.8 24.0 38.0 53.6 87.94.96 6.77 41.2 19.4 5.16 5.59 6.27 7.44 8.70 10.8 13.1 16.0 20.3 27.0 35.7 48.7 80.24.89 6.22 43.0 18.2 4.73 4.97 5.54 6.41 7.55 9.00 11.1 14.0 18.9 26.4 36.9 51.5 83.70.67 0.65 9.55 3.63 0.85 0.74 0.78 0.81 0.93 1.14 1.33 1.78 3.07 5.65 12.9 19.4 15.6
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report145

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 971 03587300 35°00′44′′ 87°27′08′′ BLUEWATER CK NR ST JOSEPH (1) 38.8 38.3 140 2.405 83 2.08 8 16 03588500

4.53 6.14 72.5 21.7 4.37 4.81 5.44 6.55 7.56 9.45 11.5 14.3 23.2 37.5 62.8 88.5 1457.45 10.3 67.9 31.1 7.74 8.42 9.48 11.3 13.3 16.7 20.4 25.2 32.3 43.3 58.2 80.2 1328.19 10.4 71.2 30.7 7.92 8.33 9.29 10.8 12.8 15.3 18.9 23.8 32.0 44.5 61.7 85.5 1390.46 0.46 9.52 2.73 0.43 0.40 0.43 0.46 0.53 0.65 0.81 1.21 2.08 3.82 10.8 18.1 14.8

 972 03587500 35°14′02′′ 87°20′00′′ SHOAL CR AB L SHOAL CR, LAWRENCEBURG (1) 27.0 27.1 140 2.400 84 1.46 7 11 03584000

1.25 2.10 50.4 23.4 5.74 6.32 7.15 8.61 9.93 12.4 15.1 18.8 24.4 32.5 43.7 61.6 1015.80 7.92 48.4 22.7 6.08 6.60 7.40 8.78 10.2 12.7 15.4 18.8 23.8 31.8 42.1 57.3 94.45.26 6.62 47.2 19.8 5.07 5.37 5.97 6.83 7.95 9.50 11.8 14.9 20.2 28.3 39.7 55.9 92.60.67 0.64 8.94 2.78 0.80 0.70 0.74 0.75 0.83 0.91 1.03 1.38 2.24 4.11 10.6 16.5 13.7

 973 03587900 35°16′16′′ 87°20′24′′ LITTLE SHOAL CREEK NR LAWRENCEBURG (1) 15.4 14.5 140 2.399 86 1.25 8 11 03588500

5.69 7.88 32.0 19.8 5.48 6.02 6.79 8.13 9.34 11.6 14.1 17.4 20.5 24.4 29.5 35.1 57.63.20 4.28 24.9 11.8 3.17 3.42 3.83 4.54 5.34 6.62 8.01 9.67 12.4 16.3 21.8 29.5 48.32.65 3.32 24.2 9.92 2.55 2.71 3.01 3.40 3.92 4.66 5.77 7.34 10.0 14.1 20.0 28.5 47.80.58 0.59 8.77 3.28 0.55 0.47 0.52 0.62 0.84 1.22 1.50 1.97 2.55 4.58 10.3 15.3 14.4

 974 03588200 35°14′33′′ 87°21′25′′ CROWSON CREEK NEAR LAWRENCEBURG (1) 18.6 18.5 140 2.400 84 1.53 7 19 03588500

5.46 7.37 34.8 17.8 5.27 5.74 6.38 7.50 8.49 10.3 12.2 14.8 18.6 23.8 30.7 42.4 69.63.93 5.32 32.0 14.9 4.03 4.36 4.89 5.79 6.77 8.38 10.1 12.4 15.6 20.9 27.8 37.7 62.03.57 4.52 32.2 13.4 3.45 3.65 4.06 4.64 5.40 6.44 7.97 10.1 13.7 19.2 27.0 38.2 63.10.70 0.71 7.95 3.32 0.81 0.68 0.72 0.75 0.89 1.14 1.35 1.81 2.79 4.54 9.72 14.8 12.2

 975 03588240 35°11′43′′ 87°29′00′′ KNOB CREEK NEAR PEA RIDGE (1) 36.7 36.5 140 2.401 79 2.54 7 13 03588500

9.17 12.5 68.6 33.6 8.88 9.69 10.8 12.8 14.6 17.8 21.3 26.0 35.0 45.0 59.4 83.7 1376.64 9.26 64.8 29.4 6.91 7.54 8.51 10.2 12.1 15.4 18.9 23.5 30.3 40.9 55.3 77.2 1288.16 10.5 69.8 30.7 7.90 8.29 9.26 10.9 12.9 15.6 19.3 24.2 32.2 44.8 61.7 84.9 1360.47 0.47 9.20 2.59 0.44 0.41 0.44 0.47 0.54 0.65 0.81 1.18 2.00 3.68 10.3 17.8 15.1

 976 03588260 35°08′22′′ 87°29′12′′ KNOB CREEK NEAR WESTPOINT (1) 53.6 53.4 139 2.402 79 2.60 9 16 03588500

9.40 12.8 100 41.2 9.01 9.98 11.4 13.8 16.1 20.4 25.1 31.5 42.9 61.8 86.7 122 201

10.6 14.4 92.5 42.8 10.8 11.7 13.1 15.7 18.5 23.2 28.1 34.4 43.5 57.8 79.3 111 18112.1 15.4 103 45.8 11.7 12.2 13.7 16.1 19.3 23.3 28.8 36.2 48.2 66.8 91.7 126 201

0.48 0.49 5.76 2.49 0.46 0.44 0.48 0.52 0.60 0.72 0.86 1.29 1.94 2.70 6.99 13.4 12.3

 977 03588300 35°07′14′′ 87°30′31′′ SHOAL CREEK NEAR WEST POINT (1) 176 175 139 2.402 81 2.07 6 13 03588500

45.0 60.0 329 170 43.4 47.6 53.6 64.1 73.6 91.2 110 136 178 220 285 402 65843.6 55.3 305 149 41.5 44.2 49.3 57.3 66.4 81.6 98.1 119 151 198 264 365 59139.0 49.4 332 150 37.7 39.7 44.3 51.9 62.0 75.2 93.5 118 157 216 294 400 646

0.57 0.62 8.72 3.79 0.65 0.69 0.75 0.83 1.02 1.42 1.85 2.78 3.83 4.96 10.1 18.0 17.6
146 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 978 03588340 35°11′36′′ 87°36′13′′ FACTORY CREEK NEAR SHAWNETTE (1) 31.5 31.7 140 2.401 87 2.61 6 14 03588500 10.5 14.8 66.5 29.7 10.0 11.1 12.7 15.5 18.0 22.9 28.3 35.7 31.0 49.5 60.5 71.9 118 6.26 8.58 56.2 25.8 6.51 7.10 7.99 9.54 11.2 13.9 17.0 21.0 26.8 36.1 48.4 66.3 109 7.31 9.31 60.9 26.7 7.06 7.38 8.24 9.62 11.4 13.6 16.8 21.1 28.0 39.0 53.6 73.7 118 0.57 0.55 8.97 2.54 0.55 0.51 0.54 0.57 0.65 0.74 0.87 1.24 2.01 3.47 9.66 17.0 14.7 979 03588347 35°11′16′′ 87°37′05′′ SHAWNETTE CREEK NEAR WESTPOINT (1) 18.2 18.1 140 2.401 83 2.71 8 9 03588500 6.07 8.40 36.4 21.6 5.84 6.43 7.27 8.74 10.1 12.6 15.3 19.0 22.5 26.7 32.7 41.5 68.1 3.79 5.17 31.4 14.6 3.87 4.19 4.72 5.61 6.57 8.17 9.87 12.1 15.4 20.5 27.3 37.0 60.7 4.08 5.24 34.7 15.0 3.95 4.13 4.62 5.40 6.42 7.65 9.43 11.9 15.8 22.0 30.5 42.2 67.3 0.69 0.69 7.92 3.34 0.80 0.68 0.71 0.74 0.89 1.14 1.34 1.81 2.79 4.54 9.62 14.3 11.9 980 03588360 35°07′17′′ 87°32′48′′ FACTORY CREEK NEAR WESTPOINT (1) 71.9 71.8 140 2.402 88 2.66 12 18 03588500 23.6 32.2 134 78.0 22.8 25.0 28.1 33.5 38.4 47.5 57.3 67.7 81.0 97.0 116 164 269 15.3 20.5 125 59.5 15.5 16.8 18.9 22.4 26.2 32.5 39.7 48.1 60.8 79.7 108 151 245 17.2 21.8 140 62.8 16.6 17.3 19.3 22.6 27.0 32.3 39.9 50.0 66.3 91.6 125 170 270 0.46 0.46 8.45 2.80 0.44 0.44 0.47 0.51 0.59 0.73 0.91 1.39 2.23 3.29 8.66 19.2 17.2 981 03588380 35°12′08′′ 87°33′22′′ CHISHOLM CREEK NEAR LODI (1) 26.8 26.7 140 2.400 83 2.47 7 12 03588500 2.13 4.38 50.1 24.8 3.70 4.34 5.32 7.22 9.13 13.2 18.3 20.5 26.3 33.0 43.4 61.2 100 5.68 7.76 47.6 22.3 5.95 6.46 7.24 8.59 10.0 12.5 15.1 18.5 23.4 31.2 41.4 56.4 93.0 5.96 7.61 50.7 22.0 5.76 6.03 6.74 7.86 9.34 11.1 13.8 17.3 23.1 32.2 44.4 61.4 98.4 0.67 0.64 8.96 2.79 0.80 0.70 0.74 0.75 0.83 0.91 1.03 1.38 2.25 4.11 10.6 16.5 13.7 982 03588498 35°01′48′′ 87°34′52′′ HOLLY CREEK AT IRON CITY (1) 18.9 19.3 138 2.404 91 2.46 11 13 03588500 4.22 5.82 35.3 16.4 4.02 4.43 5.01 6.03 6.95 8.69 10.6 13.1 17.1 22.8 30.6 43.1 70.7 4.20 5.75 33.5 16.3 4.31 4.67 5.25 6.25 7.36 9.20 11.2 13.8 17.2 22.4 29.4 39.5 64.9 4.25 5.42 36.5 15.5 4.11 4.29 4.79 5.57 6.59 7.79 9.64 12.2 16.3 22.8 31.6 43.9 70.4

0.68 0.67 9.05 3.58 0.89 0.76 0.81 0.85 1.00 1.26 1.52 2.21 3.26 5.42 12.6 17.5 14.5

 983 03588515 35°00′29′′ 87°33′16′′ WOLF CREEK NEAR IRON CITY (1) 8.58 7.58 139 2.438 66 2.29 10 12 03588500

1.23 1.69 16.0 5.90 1.19 1.31 1.49 1.80 2.09 2.62 3.22 4.40 6.30 9.20 13.9 19.6 32.11.21 1.62 13.4 5.63 1.18 1.27 1.44 1.68 1.97 2.46 3.04 3.99 5.62 8.18 11.4 15.7 26.21.41 1.86 14.5 5.60 1.37 1.45 1.63 1.91 2.28 2.78 3.44 4.36 5.92 8.49 12.2 17.4 28.40.40 0.40 7.58 2.09 0.35 0.28 0.30 0.34 0.45 0.64 0.81 1.16 1.71 3.98 9.11 12.7 10.6

 984 03588585 35°05′52′′ 87°40′25′′ MIDDLE BUTLER CREEK NEAR FAIRVIEW (1) 17.4 17.3 140 2.403 71 2.59 5 6 03588500

3.40 4.65 32.0 13.7 3.26 3.60 4.08 4.94 5.71 7.17 8.78 10.9 14.3 19.2 26.5 39.7 65.13.10 4.27 30.0 13.2 3.15 3.43 3.86 4.60 5.47 6.95 8.60 10.8 14.0 19.0 25.8 35.6 58.83.66 4.75 32.9 14.1 3.55 3.74 4.19 4.92 5.87 7.14 8.80 11.1 14.8 20.7 28.9 40.1 64.30.54 0.56 8.04 3.42 0.53 0.45 0.49 0.56 0.74 1.05 1.32 1.83 2.82 4.60 9.82 14.9 12.4
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report147

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 985 03588600 35°01′48′′ 87°37′52′′ BUTLER CREEK NEAR IRON CITY (1) 46.6 45.9 140 2.404 77 2.53 7 15 03588500

12.8 17.7 91.0 48.0 12.3 13.6 15.4 18.8 21.8 27.6 33.9 42.6 50.0 64.0 80.0 106 174

9.17 12.5 80.0 36.8 9.40 10.2 11.4 13.6 16.1 20.1 24.5 30.0 37.8 50.1 68.3 95.4 157

10.2 13.1 88.3 38.8 9.91 10.4 11.6 13.7 16.3 19.8 24.5 30.7 40.9 56.7 78.2 107 172

0.48 0.48 6.19 2.40 0.47 0.44 0.47 0.51 0.59 0.71 0.85 1.26 1.88 2.67 7.30 13.0 12.0

 986 03589600 35°02′55′′ 87°48′55′′ CYPRESS CREEK NEAR CYPRESS INN (1) 11.8 11.6 140 2.406 55 2.67 5 5 03588500

1.33 1.80 22.0 7.90 1.28 1.41 1.60 1.94 2.24 2.82 3.45 5.20 8.70 14.2 19.1 26.9 44.21.74 2.37 20.6 8.01 1.68 1.83 2.07 2.45 2.93 3.78 4.78 6.29 8.66 12.5 17.6 24.7 41.22.28 3.03 22.2 9.37 2.22 2.36 2.65 3.15 3.79 4.75 5.86 7.37 9.85 13.8 19.6 27.5 44.10.45 0.47 8.33 3.15 0.44 0.36 0.39 0.47 0.66 1.03 1.36 1.90 2.51 4.72 9.61 14.4 13.3

 987 03589775 35°04′09′′ 87°43′02′′ LITTLE CYPRESS CREEK NEAR CROSSROADS (0) 4.20 4.46 140 2.404 49 2.87 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.48 0.69 7.64 2.72 0.48 0.53 0.62 0.73 0.86 1.07 1.35 1.83 2.74 4.22 6.38 9.08 15.30.84 1.13 8.48 3.50 0.81 0.87 0.98 1.17 1.41 1.78 2.19 2.76 3.68 5.21 7.48 10.6 17.00.53 0.53 8.66 2.59 0.46 0.35 0.38 0.44 0.60 0.86 1.06 1.39 1.93 4.44 10.2 14.1 12.5

 988 03590890 35°02′05′′ 87°58′03′′ SECOND CREEK AT RANSOM STAND (1) 25.2 24.7 104 2.439 55 2.39 4 4 03593800

1.64 2.09 28.6 5.20 1.51 1.63 1.78 2.14 2.61 3.25 3.78 4.42 6.70 11.2 21.8 44.6 69.12.47 3.58 36.8 12.9 2.33 2.57 2.95 3.73 4.74 6.40 8.15 10.6 14.7 21.2 30.4 46.1 74.03.04 4.36 48.4 17.9 2.99 3.27 3.76 4.64 5.83 7.78 10.2 13.5 19.0 27.9 40.7 58.5 96.80.61 0.64 7.70 2.89 0.46 0.43 0.48 0.60 0.84 1.22 1.47 1.87 2.68 4.07 10.8 20.1 15.2

 989 03590895 35°02′19′′ 87°58′10′′ GRASSY CREEK NEAR RANSOM STAND (1) 11.9 12.0 90 2.439 74 2.73 9 10 03593800

0.70 1.06 17.2 4.35 0.61 0.70 0.81 1.10 1.53 2.21 2.84 3.70 6.10 11.3 15.1 21.0 32.60.88 1.34 19.7 6.55 0.87 0.97 1.13 1.44 1.86 2.60 3.40 4.92 7.13 11.1 16.5 23.9 39.51.29 1.90 23.7 8.28 1.27 1.39 1.62 2.01 2.56 3.37 4.52 6.15 8.85 13.3 19.5 28.5 46.90.47 0.47 5.99 2.40 0.48 0.41 0.45 0.55 0.75 1.09 1.37 1.67 2.11 3.53 7.61 13.4 9.07

 990 03590900 35°00′56′′ 87°59′05′′ SECOND CREEK NEAR RANSOM STAND (1) 42.5 42.6 101 2.439 65 2.50 6 12 03604000

2.69 4.74 73.1 36.0 2.75 3.07 3.84 5.42 7.56 11.8 17.2 25.5 37.8 48.2 62.9 86.4 1404.02 6.10 67.6 25.0 3.81 4.27 4.98 6.39 8.25 11.4 14.9 19.6 27.4 39.0 56.2 83.6 1375.43 7.74 84.8 31.6 5.34 5.81 6.69 8.25 10.4 13.7 18.0 24.0 33.8 49.6 71.4 102 1680.50 0.52 6.22 3.12 0.48 0.45 0.49 0.56 0.70 0.97 1.24 1.81 2.77 3.83 9.03 19.1 12.4

 994 03593580 35°06′28′′ 88°04′17′′ HORSE CREEK EAST OF LOWRYVILLE (1) 26.9 27.0 124 2.413 71 2.63 4 4 03593800

7.85 9.50 38.8 18.5 7.35 7.81 8.40 9.73 11.4 13.6 15.4 17.5 20.6 25.2 34.1 47.6 73.74.19 5.78 43.6 17.7 4.22 4.61 5.19 6.25 7.50 9.55 11.8 14.7 19.3 26.7 37.0 53.7 87.94.89 6.54 52.5 21.6 4.76 5.06 5.72 6.84 8.33 10.4 13.1 16.8 22.8 32.4 45.6 63.8 1030.57 0.56 7.21 2.81 0.63 0.57 0.61 0.66 0.79 1.01 1.18 1.65 2.49 3.74 9.50 17.5 14.1
148 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 995 03593585 35°06′18′′ 88°04′33′′ WHITES CREEK NEAR LOWRYVILLE (1) 21.7 21.5 140 2.414 88 2.35 9 23 03593800 7.60 9.60 34.5 19.9 7.07 7.56 8.21 9.68 11.6 14.1 16.2 18.6 22.4 26.5 31.0 38.4 59.5 4.70 6.50 38.5 18.8 4.94 5.35 6.02 7.16 8.38 10.5 12.8 15.7 19.6 25.5 33.5 45.1 74.5 4.70 5.98 40.9 17.2 4.55 4.75 5.31 6.16 7.29 8.63 10.7 13.4 18.0 25.3 35.2 49.0 79.0 0.66 0.64 9.07 3.84 0.81 0.71 0.75 0.79 0.92 1.16 1.38 2.03 3.40 5.64 12.4 18.1 14.9 996 03593587 35°06′37′′ 88°06′24′′ ROGERS CREEK AT LOWRYVILLE (1) 11.9 11.8 126 2.415 35 1.49 4 4 03593800 2.06 2.61 16.8 5.92 1.90 2.04 2.23 2.68 3.27 4.07 4.72 5.51 6.76 9.30 13.5 21.0 32.6 1.21 1.73 20.1 7.46 1.16 1.28 1.43 1.78 2.31 3.29 4.48 6.30 8.83 12.4 17.4 25.0 40.8 1.49 2.08 20.6 7.98 1.45 1.61 1.83 2.20 2.67 3.63 4.57 5.91 8.19 11.8 17.4 25.3 42.8 0.42 0.43 6.94 3.19 0.39 0.33 0.36 0.44 0.62 0.99 1.41 1.97 2.68 4.58 8.93 12.5 10.5 997 03593600 35°06′34′′ 88°07′17′′ HORSE CREEK NEAR LOWRYVILLE (1) 66.7 66.7 125 2.416 67 2.23 8 13 03593800 15.9 20.2 96.2 43.7 14.6 15.6 17.1 20.3 24.6 30.4 35.1 40.8 49.6 63.1 84.7 118 183 9.64 13.4 109 47.5 9.11 10.0 11.4 13.9 17.1 22.6 28.6 36.6 49.0 66.8 91.9 134 226

11.8 15.7 128 53.4 11.5 12.3 13.9 16.6 20.2 25.5 32.2 41.3 56.2 79.3 111 155 252

0.54 0.57 7.18 2.91 0.45 0.44 0.49 0.55 0.66 0.83 1.03 1.54 2.34 3.31 8.68 15.4 12.3

 998 03593700 35°06′06′′ 88°07′45′′ HOLLAND CREEK NEAR LOWRYVILLE (1) 14.9 15.3 140 2.417 78 2.21 10 22 03593800

4.12 5.30 22.4 11.7 3.81 4.10 4.47 5.35 6.50 8.06 9.33 10.9 13.3 15.8 19.9 26.4 40.82.76 3.85 26.7 11.9 2.78 3.03 3.43 4.14 4.94 6.31 7.79 9.83 12.6 16.9 23.0 31.6 52.03.12 4.02 28.7 11.8 3.03 3.19 3.56 4.14 4.90 5.88 7.27 9.18 12.4 17.5 24.6 34.5 55.90.47 0.47 7.75 3.10 0.43 0.36 0.39 0.45 0.62 0.91 1.21 1.84 2.70 4.59 9.82 14.3 12.9

 999 03594020 35°11′18′′ 88°07′51′′ TURKEY CREEK ABOVE SAVANNAH (1) 16.6 16.6 104 2.413 32 1.36 11 12 03593800

5.53 6.78 25.0 13.0 5.19 5.51 5.92 6.85 8.04 9.58 10.8 12.2 14.4 17.6 22.5 29.6 45.51.79 2.31 24.1 6.97 1.66 1.83 2.00 2.39 2.98 3.90 4.83 6.15 8.60 13.4 20.1 31.4 50.31.54 2.27 28.8 10.6 1.51 1.71 1.97 2.44 3.05 4.36 5.70 7.62 10.9 15.9 24.0 35.4 60.80.44 0.42 4.20 1.72 0.41 0.36 0.39 0.46 0.60 0.81 0.93 1.12 1.39 2.25 5.43 9.23 6.68

1000 03594035 35°12′05′′ 88°10′21′′ ENGLISH CREEK NEAR SAVANNAH (1) 8.41 8.60 79 2.413 29 1.24 8 12 03593800

0.24 0.40 11.4 2.11 0.20 0.24 0.29 0.42 0.62 0.98 1.33 1.83 2.78 4.63 8.65 14.9 23.00.72 1.06 13.5 4.72 0.65 0.74 0.87 1.14 1.49 2.04 2.67 3.62 5.08 7.55 11.3 16.8 28.00.47 0.77 14.5 4.78 0.47 0.55 0.65 0.83 1.08 1.66 2.30 3.24 4.86 7.42 11.6 17.9 31.40.46 0.46 4.85 1.95 0.42 0.36 0.38 0.45 0.57 0.76 0.99 1.26 1.49 2.36 5.36 12.4 9.46

1001 03594036 35°13′05′′ 88°08′42′′ BOON CREEK NEAR OLD TOWN (1) 12.6 12.8 53 2.411 31 1.31 10 12 03593800

1.42 1.92 15.0 5.36 1.28 1.41 1.57 1.98 2.54 3.34 4.03 4.90 6.33 8.66 12.7 19.6 34.60.52 0.93 21.9 6.88 0.49 0.59 0.73 0.99 1.36 2.16 3.26 4.89 7.51 11.5 17.5 26.2 46.20.33 0.61 21.8 6.23 0.33 0.41 0.50 0.69 0.97 1.65 2.54 3.92 6.35 10.3 16.7 26.8 48.20.77 0.83 5.11 2.80 0.53 0.49 0.54 0.61 0.91 1.52 1.87 2.13 2.36 3.14 5.54 8.74 6.82
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report149

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

1002 03594042 35°14′12′′ 88°10′57′′ STEELE CREEK NEAR SAVANNAH (1) 6.11 6.17 50 2.411 35 1.38 10 12 03593800

0.17 0.32 8.20 2.49 0.14 0.17 0.21 0.34 0.56 0.97 1.41 2.08 3.48 4.60 6.90 10.8 16.70.31 0.54 10.2 3.45 0.29 0.34 0.42 0.56 0.74 1.16 1.67 2.44 3.62 5.42 8.44 12.8 21.80.14 0.27 10.5 2.87 0.14 0.17 0.22 0.30 0.42 0.72 1.13 1.78 2.93 4.84 7.91 12.9 23.20.65 0.77 5.62 2.80 0.64 0.57 0.60 0.69 0.85 1.27 1.64 2.00 2.21 3.23 5.61 8.14 7.36

1006 03594136 35°12′28′′ 87°49′35′′ INDIAN CREEK AT THREE CHURCHES (1) 24.1 24.4 135 2.403 79 2.74 7 9 03593800

2.98 4.04 29.8 10.9 2.70 2.95 3.30 4.12 5.26 6.88 8.25 10.0 12.8 17.4 25.3 38.6 66.04.52 6.22 41.8 18.5 4.66 5.06 5.69 6.78 8.01 10.0 12.3 15.2 19.5 26.3 35.8 50.0 82.35.23 6.79 47.2 20.3 5.06 5.32 5.97 7.04 8.44 10.2 12.7 16.0 21.4 30.0 41.5 57.5 91.70.65 0.63 8.96 3.65 0.82 0.72 0.76 0.79 0.91 1.13 1.31 1.79 3.06 5.71 12.8 18.6 15.3

1007 03594140 35°13′26′′ 87°57′00′′ INDIAN CREEK NEAR MARTIN MILLS (1) 84.4 84.3 118 2.405 87 2.70 7 9 03593800

8.71 11.4 98.0 27.8 7.97 8.65 9.54 11.6 14.5 18.4 21.7 25.7 32.1 42.2 75.0 149 231

13.4 18.9 141 62.4 12.7 14.0 16.2 19.9 24.0 31.1 39.5 50.0 66.6 89.7 121 173 28115.9 21.1 166 70.9 15.5 16.4 18.6 22.2 27.2 33.6 42.9 55.3 75.1 106 146 201 322

0.49 0.52 9.19 3.29 0.43 0.43 0.49 0.56 0.70 0.92 1.20 1.79 2.68 3.99 9.95 18.4 15.9

1008 03594150 35°09′11′′ 87°56′02′′ WEATHERFORD CREEK AT LUTTS (1) 25.8 26.3 116 2.407 71 2.77 8 16 03593800

2.32 3.42 37.2 12.1 2.05 2.30 2.64 3.51 4.79 6.73 8.48 10.8 14.9 21.9 32.8 45.7 70.73.69 5.09 41.5 15.9 3.72 4.04 4.54 5.48 6.62 8.47 10.5 13.1 17.6 24.8 35.0 51.7 84.54.42 6.02 51.1 21.0 4.30 4.60 5.23 6.32 7.77 9.81 12.5 16.2 22.2 31.6 44.5 62.5 1010.58 0.56 7.57 2.89 0.77 0.68 0.72 0.77 0.92 1.15 1.33 1.77 2.59 3.84 9.82 18.5 14.7

1009 03594151 35°09′13′′ 87°55′47′′ BEAR CREEK NEAR LUTTS (1) 10.6 10.1 119 2.407 79 2.72 8 9 03593800

0.17 0.37 15.3 6.87 0.13 0.17 0.23 0.44 0.87 1.86 3.12 5.37 7.89 10.0 13.4 18.8 29.01.35 1.93 16.8 6.85 1.32 1.45 1.66 2.04 2.49 3.24 4.08 5.28 7.03 10.1 14.4 19.9 32.81.74 2.34 19.3 7.73 1.69 1.80 2.04 2.43 2.95 3.63 4.61 5.95 8.14 11.7 16.5 23.4 37.70.44 0.45 10.4 3.27 0.46 0.38 0.42 0.50 0.68 1.02 1.38 1.86 2.59 5.96 12.5 15.7 12.2

1011 03594168 35°17′29′′ 87°51′12′′ SHAKERAG BRANCH NEAR WAYNESBORO (1) 11.5 11.4 98 2.401 93 2.66 8 8 03604000

0.46 0.99 19.8 9.62 0.49 0.57 0.76 1.19 1.84 3.30 5.39 9.01 10.2 13.0 17.0 23.4 37.80.97 1.48 19.1 6.84 0.98 1.08 1.25 1.58 2.02 2.78 3.58 5.19 7.31 11.1 16.2 23.0 37.71.56 2.18 21.7 8.32 1.51 1.63 1.88 2.27 2.81 3.54 4.66 6.22 8.74 12.8 18.2 26.2 42.50.55 0.56 6.67 2.44 0.56 0.49 0.54 0.67 0.93 1.31 1.53 1.69 2.06 3.52 7.93 15.6 11.3

1012 03594180 35°18′26′′ 87°57′14′′ HARDIN CREEK AT CLIFTON JUNCTION (1) 50.7 50.4 93 2.402 93 2.66 10 11 03604000

1.13 2.90 87.2 42.4 0.81 0.97 1.38 2.40 4.08 8.31 15.1 28.4 45.0 57.5 75.1 103 1674.91 7.63 83.8 33.6 4.83 5.39 6.32 8.06 10.3 14.4 19.4 25.7 35.8 49.9 69.8 100 1686.66 9.39 97.7 38.5 6.50 7.03 8.12 9.96 12.5 16.1 21.5 28.8 40.7 59.2 83.2 118 1920.75 0.78 7.06 3.12 0.73 0.69 0.77 0.92 1.14 1.61 1.88 2.40 2.73 3.01 7.42 23.5 14.8
150 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 1013 03594260 35°24′36′′ 87°53′51′′ BEECH CREEK NEAR CLIFTON (1) 24.7 24.7 105 2.397 93 2.64 7 12 03604000 1.07 1.79 41.1 10.6 1.09 1.20 1.46 1.98 2.66 3.96 5.52 7.83 11.9 18.8 31.0 50.2 81.2 2.20 3.47 41.7 15.9 2.17 2.40 2.83 3.67 4.78 6.82 9.25 12.6 17.8 25.1 35.1 51.0 83.6 3.84 5.25 47.1 19.0 3.73 3.99 4.56 5.49 6.76 8.42 10.9 14.4 20.0 28.7 40.3 57.0 92.0 0.57 0.63 5.88 2.67 0.60 0.54 0.62 0.72 0.92 1.23 1.42 1.69 2.24 3.21 7.39 14.6 11.0 1014 03594264 35°25′54′′ 87°57′31′′ BEECH CR AB MORRISON CR NR CLIFTON (1) 44.1 43.8 81 2.397 93 2.65 6 7 03604000 1.87 3.21 83.3 20.4 1.91 2.12 2.60 3.57 4.85 7.32 10.4 14.9 22.9 37.0 62.2 89.7 145 3.40 5.21 73.1 25.4 3.31 3.72 4.33 5.59 7.12 9.92 13.5 18.9 28.0 41.5 60.1 87.9 149 4.62 6.80 84.4 32.0 4.52 4.97 5.81 7.26 9.33 12.3 16.9 23.3 33.7 49.8 70.9 102 167 0.76 0.81 6.47 2.33 0.68 0.62 0.69 0.85 1.11 1.58 1.70 1.80 2.03 2.44 5.66 14.7 10.9 1015 03594283 35°31′24′′ 87°55′31′′ CEDAR CREEK NEAR HORNER (1) 20.2 20.2 50 2.393 71 2.05 9 11 03604000 0.73 1.46 34.8 16.9 0.74 0.85 1.13 1.74 2.64 4.61 7.40 12.1 17.9 22.9 29.9 41.1 66.4 0.89 1.44 34.4 9.50 0.84 0.97 1.16 1.53 2.12 3.21 4.54 6.97 11.0 18.1 27.8 42.0 71.9 0.66 1.19 36.7 11.0 0.66 0.79 0.98 1.33 1.87 2.92 4.57 7.10 11.4 18.5 28.5 44.6 77.0 0.91 1.11 5.25 2.69 0.60 0.60 0.67 0.73 1.08 1.97 2.36 2.40 2.29 2.92 5.09 7.61 7.23 1016 03594400 35°36′55′′ 87°59′23′′ CYPRESS CREEK AT POPE (1) 16.8 16.5 85 2.390 94 2.60 8 11 03604000 0.58 0.98 26.1 6.37 0.59 0.66 0.81 1.11 1.51 2.28 3.22 4.64 7.16 11.6 19.5 34.2 55.3 1.11 1.69 27.0 9.18 1.09 1.22 1.43 1.84 2.36 3.28 4.49 6.61 9.69 14.7 22.2 33.1 55.4 1.83 2.66 31.0 11.8 1.79 1.96 2.28 2.81 3.56 4.62 6.27 8.57 12.3 18.2 26.0 37.7 61.4 0.58 0.60 6.31 2.04 0.51 0.46 0.49 0.59 0.77 1.06 1.39 1.50 1.65 2.36 7.42 18.1 12.1 1019. 03594860 35°35′00′′ 86°04′55′′ DUCK RIVER AB SHAY LAKE NR MANCHESTER (0) 19.8 20.0 135 2.356 23 0.90 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1.90 2.71 34.7 11.2 2.00 2.21 2.51 2.93 3.50 4.54 5.89 8.22 12.0 18.6 27.4 41.2 72.2 2.35 3.26 30.5 13.3 2.27 2.59 2.91 3.47 4.16 5.93 7.39 9.46 13.0 18.0 26.6 38.6 66.4 0.46 0.43 17.4 1.88 0.55 0.45 0.47 0.48 0.56 0.68 0.77 0.92 1.44 3.21 10.94 33.9 37.3

1020 03594900 35°33′54′′ 86°05′24′′ BOILING SPRINGS BRANCH NEAR FREDONIA (1) 3.29 2.82 140 2.357 22 0.87 4 4 03596000

0.26 0.53 5.57 1.90 0.29 0.36 0.48 0.63 0.70 0.86 1.05 1.37 1.92 2.88 4.34 6.52 11.40.23 0.34 4.84 1.65 0.23 0.27 0.31 0.38 0.45 0.59 0.77 1.11 1.76 2.78 4.19 6.40 10.70.32 0.44 4.16 1.72 0.31 0.35 0.39 0.46 0.55 0.77 0.95 1.21 1.66 2.34 3.55 5.27 9.100.30 0.31 3.22 1.43 0.27 0.19 0.21 0.24 0.30 0.41 0.50 0.72 1.09 2.45 6.49 5.87 6.97

1021 03594920 35°33′02′′ 86°04′57′′ PARKS CREEK NEAR FREDONIA (1) 7.12 7.78 140 2.358 22 0.87 5 5 03596000

0.22 0.32 12.0 2.50 0.24 0.27 0.31 0.36 0.42 0.53 0.67 1.20 2.60 6.23 9.38 14.1 24.50.44 0.70 14.1 3.97 0.47 0.54 0.65 0.78 0.94 1.27 1.70 2.63 4.26 7.34 11.2 16.7 29.20.91 1.25 11.7 4.95 0.88 1.00 1.12 1.32 1.57 2.23 2.76 3.52 4.81 6.71 10.1 14.8 25.50.48 0.47 9.96 1.91 0.39 0.31 0.34 0.38 0.50 0.64 0.72 0.89 1.37 2.81 7.54 18.3 20.8
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report151

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

1022 03595000 35°29′43′′ 86°06′13′′ DUCK RIVER NEAR MANCHESTER (1) 55.2 56.1 138 2.362 23 0.91 2 15 03420500

5.77 7.15 70.4 25.0 4.68 5.56 6.16 7.05 8.63 10.7 12.9 16.9 22.8 33.8 53.3 86.0 1806.15 8.57 92.6 32.8 6.11 6.81 7.77 9.11 11.0 14.4 17.6 23.2 32.9 48.3 71.3 110 2007.01 9.64 87.4 39.1 6.80 7.71 8.65 10.4 12.5 17.8 22.1 28.2 38.4 52.8 77.3 110 1900.85 0.67 11.2 2.65 0.91 0.83 0.86 0.82 0.85 0.89 0.97 1.23 1.87 3.52 11.9 19.3 23.8

1023 03595100 35°27′44′′ 86°03′53′′ LITTLE DUCK RIVER SE OF MANCHESTER (1) 13.0 13.2 140 2.363 22 0.87 10 10 03596000

0.96 1.28 22.0 4.90 1.01 1.09 1.23 1.38 1.57 1.88 2.26 3.20 5.10 11.4 17.1 25.8 44.80.83 1.21 22.8 6.10 0.88 0.98 1.12 1.31 1.58 2.09 2.76 4.20 6.69 11.6 18.0 27.0 47.41.55 2.15 20.0 8.53 1.50 1.71 1.92 2.28 2.71 3.85 4.77 6.09 8.32 11.6 17.3 25.2 43.50.60 0.54 10.0 1.95 0.62 0.50 0.52 0.52 0.61 0.72 0.77 0.90 1.40 2.93 8.04 21.3 23.8

1024 03595200 35°28′51′′ 86°03′51′′ WOLF CREEK NEAR MANCHESTER (1) 19.2 19.5 129 2.362 28 0.86 5 5 03596000

0.68 1.32 32.5 11.1 0.77 0.92 1.21 1.58 2.09 3.17 4.80 8.06 11.2 16.8 25.3 38.0 66.21.53 2.18 32.7 9.69 1.56 1.73 1.98 2.33 2.80 3.66 4.78 6.71 9.98 16.1 25.9 39.3 68.62.23 3.08 29.7 12.6 2.16 2.44 2.75 3.27 3.91 5.47 6.88 8.89 12.3 17.2 25.4 37.1 64.10.60 0.55 18.1 2.27 0.71 0.60 0.62 0.63 0.74 0.88 0.95 1.11 1.70 3.75 11.5 35.4 39.4

1025 03595300 35°28′49′′ 86°04′46′′ L DUCK R AT STATE HWY 55, MANCHESTER (1) 35.3 35.8 130 2.362 25 0.87 3 7 03596000

3.13 4.35 59.7 16.4 3.33 3.65 4.18 4.76 5.49 6.76 8.32 10.8 16.9 27.5 46.5 69.9 1223.89 5.33 58.6 20.6 3.86 4.29 4.87 5.66 6.77 8.88 11.0 14.6 20.5 30.4 45.4 70.3 1264.09 5.68 55.0 23.8 3.97 4.51 5.08 6.08 7.32 10.4 13.1 16.9 23.3 32.4 47.7 69.0 1190.44 0.39 10.5 1.76 0.57 0.50 0.52 0.53 0.57 0.63 0.69 0.85 1.27 2.27 7.73 22.6 27.2

1026 03595500 35°29′10′′ 86°05′27′′ LITTLE DUCK RIVER AT MANCHESTER (1) 40.4 40.7 128 2.362 25 0.87 9 19 03596000

4.96 6.20 68.3 20.4 5.16 5.47 5.98 6.50 7.13 8.15 9.32 13.0 21.2 35.3 53.2 80.0 1394.57 6.08 66.2 23.1 4.52 5.01 5.62 6.43 7.62 9.92 12.1 16.1 22.9 34.0 51.2 80.0 1434.58 6.38 62.7 27.1 4.44 5.06 5.70 6.85 8.26 11.8 14.9 19.2 26.5 36.9 54.4 78.7 1360.59 0.50 13.0 2.71 0.76 0.68 0.71 0.71 0.76 0.83 0.93 1.20 1.86 3.43 12.5 20.9 24.5

1027 03595900 35°29′35′′ 86°07′59′′ BASHAW CREEK AT BLANTON CHAPEL (1) 8.64 8.33 137 2.363 35 1.34 5 5 03596000

1.10 1.44 14.6 4.99 1.11 1.22 1.40 1.59 1.83 2.25 2.77 3.59 5.05 7.56 11.4 17.1 29.80.66 0.97 14.4 4.68 0.68 0.76 0.87 1.04 1.27 1.68 2.20 3.22 5.00 8.06 11.9 17.1 29.21.20 1.63 13.5 5.81 1.16 1.28 1.44 1.70 2.03 2.71 3.36 4.27 5.79 8.07 11.8 16.9 28.30.49 0.48 9.61 2.18 0.42 0.34 0.37 0.43 0.56 0.73 0.81 1.00 1.52 3.05 8.06 19.5 19.7

1028 03596090 35°25′18′′ 86°08′09′′ CRUMPTON CREEK ABOVE RUTLEDGE FALLS (1) 22.8 23.0 140 2.366 24 0.93 3 5 03596000

2.00 2.78 36.5 9.33 2.12 2.32 2.65 3.02 3.47 4.25 5.22 6.73 9.45 14.1 25.5 45.2 78.62.66 3.78 40.2 13.4 2.86 3.12 3.54 4.08 4.80 6.14 7.42 9.98 14.1 21.9 31.6 47.8 83.32.88 3.95 35.7 15.5 2.79 3.15 3.53 4.21 5.02 7.07 8.77 11.2 15.2 21.1 31.2 45.0 77.20.54 0.51 10.1 1.61 0.72 0.61 0.65 0.64 0.69 0.70 0.71 0.84 1.29 2.66 8.99 21.6 23.5
152 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 1029 03596100 35°25′19′′ 86°08′10′′ CRUMPTON CREEK AT RUTLEDGE FALLS (1) 28.1 27.7 138 2.366 26 1.02 7 12 03596000 3.37 4.78 47.5 16.2 3.62 3.97 4.54 5.17 5.96 7.33 9.01 11.7 16.4 24.6 37.0 55.7 96.9 3.77 5.41 48.1 18.8 4.00 4.38 5.01 5.84 6.96 8.96 11.0 14.3 19.5 27.5 38.1 56.9 98.8 3.58 4.91 43.8 19.1 3.47 3.91 4.39 5.23 6.27 8.77 10.9 13.9 18.9 26.2 38.4 55.1 94.0 0.47 0.44 10.6 1.82 0.64 0.56 0.58 0.58 0.63 0.68 0.72 0.87 1.39 2.77 9.75 23.1 22.2 1030 03596200 35°24′23′′ 86°12′14′′ CARROLL CR AB OVACA LAKE NR TULLAHOMA (1) 3.32 3.06 140 2.368 34 1.30 3 7 03596000 0.10 0.20 5.62 1.92 0.11 0.14 0.18 0.23 0.30 0.44 0.66 1.08 1.94 2.90 4.37 6.58 11.4 0.34 0.48 5.02 1.95 0.33 0.37 0.43 0.51 0.61 0.78 0.98 1.33 2.03 3.01 4.48 6.67 10.8 0.43 0.58 4.88 2.03 0.41 0.46 0.51 0.60 0.71 0.95 1.17 1.48 2.02 2.83 4.19 6.12 10.3 0.31 0.32 3.16 1.51 0.28 0.20 0.22 0.25 0.31 0.43 0.53 0.77 1.17 2.61 6.49 5.92 6.53 1031 03596550 35°27′32′′ 86°18′04′′ SHIPMAN CREEK AT ROSEVILLE (1) 5.92 5.46 69 2.367 60 2.22 6 6 03596000 2.86 4.05 11.5 7.80 3.04 3.33 3.83 4.37 5.04 6.22 6.40 7.00 7.85 9.00 10.8 11.7 20.4 0.46 0.66 8.24 3.08 0.44 0.49 0.56 0.70 0.88 1.20 1.57 2.22 3.14 4.47 7.12 11.4 18.9 0.35 0.56 9.60 3.38 0.34 0.39 0.47 0.60 0.79 1.14 1.62 2.32 3.46 5.27 7.90 12.0 20.0 0.60 0.61 2.48 1.82 0.65 0.53 0.56 0.63 0.74 0.89 1.04 1.18 1.24 1.36 2.89 6.34 7.20 1032 03596700 35°37′36′′ 86°14′22′′ GARRISON FORK AT BEECH GROVE (1) 16.8 16.7 50 2.359 73 2.28 11 16 03596000 0.62 0.95 25.9 3.87 0.82 0.90 1.04 1.19 1.37 1.70 2.11 2.75 3.92 9.20 17.3 33.3 57.9 0.59 0.99 27.2 8.32 0.55 0.65 0.80 1.11 1.54 2.45 3.66 5.71 8.90 14.2 22.0 33.8 57.9 0.59 1.05 29.7 9.56 0.58 0.69 0.86 1.16 1.64 2.55 3.98 6.16 9.80 15.6 23.7 36.9 62.5 0.71 0.89 4.65 3.08 0.47 0.45 0.53 0.66 0.95 1.68 2.08 2.26 2.25 3.03 4.94 6.94 6.40 1033 03597200 35°31′14′′ 86°19′07′′ GARRISON FORK CR SE OF WARTRACE (1) 80.1 79.2 55 2.365 62 1.89 3 7 03596000 2.64 4.45 136 31.0 2.91 3.35 4.16 5.10 6.38 8.83 12.2 18.4 31.6 59.6 106 159 276 2.97 4.80 133 37.2 2.96 3.45 4.16 5.48 7.22 11.0 16.0 23.8 38.0 64.8 108 163 287 3.37 5.80 141 48.6 3.33 3.94 4.82 6.47 8.97 13.9 21.2 31.9 49.7 77.1 115 174 297 0.96 1.07 7.98 3.39 0.63 0.68 0.77 0.90 1.67 2.71 2.76 2.64 2.38 2.84 5.89 10.4 11.6

1034 03597220 35°30′38′′ 86°19′20′′ GARRISON FORK AT CSX RR AT WARTRACE (1) 85.5 84.8 54 2.366 61 1.87 4 4 03596000

2.60 4.05 145 24.0 2.82 3.19 3.84 4.58 5.55 7.34 9.71 13.8 24.8 51.2 113 169 2952.97 4.91 141 39.7 2.96 3.47 4.23 5.63 7.47 11.5 16.9 25.2 40.6 69.1 114 175 3083.43 5.96 150 51.5 3.39 4.04 4.95 6.66 9.28 14.5 22.2 33.7 52.7 82.0 123 186 3190.96 1.09 8.50 3.46 0.63 0.69 0.78 0.91 1.69 2.74 2.83 2.82 2.61 3.12 6.42 12.4 13.9

1035 03597700 35°29′10′′ 86°20′09′′ GARRISON FORK NEAR BUGSCUFFLE (1) 130 129 47 2.367 46 1.42 5 10 03596000

3.03 5.50 220 49.3 3.39 3.98 5.07 6.40 8.24 11.9 17.2 27.3 50.5 104 171 258 4483.82 6.27 219 54.5 3.84 4.46 5.36 7.15 9.43 14.7 22.4 34.4 57.8 106 174 267 4743.15 5.93 220 69.7 3.14 3.89 4.87 6.80 9.83 16.9 27.1 43.0 70.4 113 175 273 4840.79 1.03 12.6 4.16 0.58 0.66 0.77 1.05 1.82 2.84 3.16 3.07 3.33 4.54 8.84 10.7 15.2
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report153

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

1036 03597787 35°26′51′′ 86°19′44′′ THOMPSON CREEK NEAR NORMANDY (1) 17.2 17.1 50 2.368 40 1.52 11 12 03596000

1.08 1.76 29.1 9.93 1.19 1.35 1.65 1.99 2.44 3.29 4.45 6.47 10.1 15.1 22.7 34.1 59.30.57 1.05 30.0 9.29 0.56 0.67 0.83 1.14 1.58 2.63 4.12 6.39 9.89 15.6 23.9 36.3 64.70.45 0.84 28.7 8.85 0.45 0.55 0.69 0.95 1.34 2.26 3.54 5.52 8.92 14.4 22.6 35.9 63.30.77 1.07 5.22 3.22 0.47 0.46 0.54 0.68 0.99 1.91 2.33 2.56 2.64 3.49 5.53 7.08 6.44

1037 03597800 35°27′19′′ 86°19′57′′ THOMPSON CREEK NEAR ROSEVILLE (1) 18.3 18.2 49 2.368 39 1.46 3 5 03596000

1.08 1.59 31.0 6.85 1.23 1.35 1.57 1.81 2.12 2.66 3.34 4.43 7.00 13.0 24.1 36.3 63.10.60 1.11 32.3 9.83 0.59 0.72 0.88 1.19 1.65 2.76 4.32 6.71 10.6 17.0 25.9 39.1 69.70.45 0.85 30.5 9.28 0.45 0.55 0.69 0.95 1.36 2.32 3.66 5.74 9.34 15.1 23.9 38.1 67.30.77 1.03 5.01 3.25 0.48 0.47 0.55 0.68 0.99 1.84 2.25 2.54 2.71 3.75 5.81 7.02 6.36

1038 03597900 35°28′17′′ 86°28′39′′ FLAT CREEK AT SHELBYVILLE (1) 49.6 49.8 36 2.370 41 1.44 7 11 03598000

0.31 0.75 85.3 29.9 0.24 0.34 0.52 0.89 1.55 3.64 8.41 22.9 30.6 46.5 69.3 107 1850.00 0.85 80.4 19.6 0.00 0.00 0.64 0.96 1.53 3.37 6.27 11.2 20.0 35.7 60.0 98.2 1790.00 0.88 84.2 20.6 0.00 0.00 0.68 1.05 1.68 3.39 6.29 11.4 20.9 37.0 61.7 105 1941.10 1.57 10.7 3.79 0.49 0.58 0.66 0.77 1.12 2.46 3.22 3.17 2.93 3.37 5.83 9.07 13.7

1039 03598175 35°34′02′′ 86°30′10′′ FALL CREEK ABOVE ELBETHEL (0) 18.5 17.3 32 2.367 10 0.51 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.12 27.8 8.72 0.00 0.00 0.00 0.14 0.21 0.65 1.63 3.44 6.90 12.1 20.2 32.5 63.50.00 0.06 24.2 4.27 0.00 0.00 0.00 0.08 0.15 0.42 0.90 1.91 4.09 8.13 15.9 31.0 64.91.05 1.41 5.96 3.04 0.65 0.68 0.76 0.81 1.07 2.32 2.92 2.80 2.70 3.35 5.54 8.93 8.54

1040 03598188 35°28′59′′ 86°36′19′′ SINKING CREEK NEAR WHEEL (0) 18.1 17.7 34 2.371 15 0.67 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.26 29.9 8.86 0.00 0.00 0.00 0.27 0.42 1.05 2.20 4.25 7.95 13.7 22.5 35.6 66.90.00 0.14 26.1 5.38 0.00 0.00 0.00 0.17 0.29 0.70 1.37 2.64 5.22 9.77 17.9 33.0 65.91.11 1.43 6.39 3.15 0.67 0.70 0.79 0.85 1.16 2.41 2.98 2.87 2.79 3.52 5.83 9.51 9.12

1041 03598198 35°36′03′′ 86°32′28′′ ALEXANDER CREEK NEAR UNIONVILLE (0) 15.6 18.3 32 2.367 10 0.52 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.10 30.0 9.61 0.00 0.00 0.00 0.12 0.20 0.64 1.71 3.76 7.70 13.5 22.4 35.8 69.30.00 0.07 25.7 4.55 0.00 0.00 0.00 0.09 0.16 0.45 0.97 2.03 4.36 8.67 16.9 33.0 68.91.04 1.40 6.19 3.24 0.62 0.65 0.72 0.80 1.07 2.23 2.86 2.81 2.69 3.21 5.10 8.33 9.04

1042 03598290 35°37′48′′ 86°41′12′′ SPRING CREEK AT CHAPEL HILL (0) 18.9 18.6 33 2.367 16 1.07 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.21 29.9 9.14 0.00 0.00 0.00 0.23 0.34 0.94 2.08 4.13 7.83 13.5 22.2 35.4 67.00.00 0.13 29.5 5.96 0.00 0.00 0.00 0.17 0.29 0.73 1.49 2.95 5.92 11.3 20.7 38.0 74.21.11 1.48 6.33 3.34 0.68 0.72 0.80 0.85 1.13 2.46 3.16 3.05 2.95 3.59 5.89 9.54 9.25
154 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 1043 03598298 35°36′12′′ 86°41′47′′ SPRING CREEK AT WILHOITE MILLS (0) 23.7 24.2 33 2.368 15 0.95 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.19 40.3 11.5 0.00 0.00 0.00 0.22 0.36 1.01 2.43 5.10 9.92 17.6 29.4 47.8 91.2 0.00 0.17 37.8 7.63 0.00 0.00 0.00 0.21 0.37 0.92 1.89 3.75 7.54 14.4 26.4 48.6 95.7 1.08 1.38 6.18 3.42 0.52 0.56 0.62 0.69 0.97 2.14 2.93 2.96 2.91 3.37 5.31 8.10 9.01 1044 03598320 35°34′43′′ 86°42′50′′ RICH CREEK NEAR WILHOITE MILLS (0) 19.2 19.8 32 2.369 19 0.61 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.16 30.2 9.16 0.00 0.00 0.00 0.17 0.28 0.80 1.91 4.03 7.92 14.1 23.1 37.6 69.1 0.00 0.09 28.7 5.12 0.00 0.00 0.00 0.11 0.20 0.51 1.10 2.32 4.95 9.83 18.6 35.8 73.5 1.08 1.45 6.22 3.31 0.63 0.66 0.73 0.80 1.07 2.23 2.91 2.87 2.73 3.26 5.17 8.34 9.16 1045 03599015 35°28′26′′ 86°45′51′′ SNAKE CREEK NEAR LEWISBURG (0) 5.61 5.47 34 2.373 32 1.05 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.17 7.35 3.03 0.00 0.00 0.00 0.00 0.26 0.54 0.95 1.59 2.59 3.80 5.88 9.80 17.0 0.00 0.05 8.55 1.75 0.00 0.00 0.00 0.00 0.11 0.24 0.46 0.89 1.73 3.26 5.82 10.6 20.4 0.87 1.10 3.36 3.73 0.91 0.85 0.88 0.94 1.12 1.94 2.57 3.00 3.08 3.27 4.66 7.69 6.71 1046 03599100 35°30′16′′ 86°46′03′′ BIG ROCK CREEK AT DOUBLE BRIDGES (1) 48.7 48.3 34 2.372 36 1.06 6 6 03584000 0.59 1.05 81.6 24.0 0.66 0.78 0.94 1.24 1.65 3.80 8.40 17.4 26.1 40.8 64.8 103 189 0.00 0.55 77.2 17.8 0.00 0.00 0.40 0.63 1.02 3.53 5.16 9.77 17.8 32.4 56.1 93.7 172 0.00 0.53 77.9 17.1 0.00 0.00 0.41 0.64 1.07 2.34 4.59 8.77 17.0 31.4 54.4 96.4 184 1.11 1.57 10.9 3.58 0.52 0.62 0.70 0.78 1.12 2.44 3.05 2.95 2.71 3.32 6.16 9.78 13.9 1047 03599300 35°36′29′′ 86°46′05′′ CANEY CREEK AT CANEY SPRING (0) 28.9 26.9 32 2.368 11 0.65 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.00 0.11 44.8 12.7 0.00 0.00 0.08 0.14 0.23 0.77 2.17 4.96 10.4 18.9 31.9 52.9 104 0.00 0.11 39.5 7.16 0.00 0.00 0.08 0.14 0.26 0.72 1.56 3.27 6.95 13.8 26.4 50.8 104 1.22 1.55 5.73 3.37 0.54 0.59 0.66 0.72 1.00 2.24 3.02 2.96 2.89 3.27 5.04 7.45 8.57

1048 03599404 35°38′34′′ 86°51′33′′ PUMPKIN CREEK NR POTTSVILLE (0) 7.30 7.24 33 2.367 35 0.86 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.16 9.83 3.51 0.00 0.00 0.00 0.15 0.25 0.54 0.99 1.75 3.07 4.83 7.71 12.8 22.30.00 0.05 10.9 2.12 0.00 0.00 0.00 0.07 0.11 0.25 0.51 1.02 2.07 3.98 7.21 13.4 26.40.67 0.97 3.03 3.05 0.56 0.54 0.60 0.74 0.88 1.69 2.19 2.57 2.67 3.02 4.32 6.96 6.05

1049 03599422 35°33′26′′ 86°51′59′′ CEDAR CREEK AT LEFTWICH (0) 16.5 18.2 32 2.371 12 0.54 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.13 28.9 8.89 0.00 0.00 0.00 0.15 0.23 0.70 1.72 3.65 7.26 12.8 21.3 34.3 65.70.00 0.07 25.9 4.55 0.00 0.00 0.00 0.09 0.16 0.45 0.97 2.04 4.37 8.71 16.9 32.8 68.31.09 1.44 6.84 3.26 0.69 0.73 0.80 0.85 1.11 2.36 3.05 3.03 2.92 3.71 6.44 11.3 10.4
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report155

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

1050 03599430 35°28′18′′ 86°57′23′′ FOUNTAIN CREEK NEAR CULLEOKA (1) 26.9 26.9 39 2.375 60 1.80 9 20 03600500

0.66 1.81 42.6 15.7 0.49 0.67 1.01 1.65 2.67 4.77 7.07 11.6 17.8 24.3 33.7 49.8 83.30.00 0.84 42.8 10.4 0.00 0.00 0.61 0.87 1.34 2.53 4.09 6.89 11.6 20.1 32.6 52.8 92.50.00 0.76 47.0 12.4 0.00 0.00 0.60 0.87 1.34 2.41 4.21 7.22 12.7 21.8 35.1 57.9 1031.01 1.23 8.52 3.51 0.54 0.58 0.64 0.69 1.07 2.32 3.01 2.92 2.81 3.49 5.97 8.79 9.34

1051 03599437 35°26′25′′ 86°54′47′′ MOORESVILLE CREEK AT MOORESVILLE (0) 5.32 5.35 36 2.376 58 1.74 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.26 7.63 3.29 0.00 0.00 0.00 0.00 0.38 0.73 1.18 1.86 2.89 4.12 5.99 9.49 16.50.00 0.10 9.11 2.09 0.00 0.00 0.00 0.00 0.18 0.34 0.64 1.15 2.12 3.84 6.46 11.2 20.40.81 0.97 3.29 3.37 0.81 0.74 0.76 0.82 0.96 1.57 2.10 2.55 2.74 3.01 4.42 7.39 6.53

1052 03599450 35°31′05′′ 86°56′31′′ FOUNTAIN CREEK NEAR FOUNTAIN HEIGHTS (1) 74.0 74.0 37 2.373 62 1.62 3 14 03600500

1.84 4.65 117 37.4 1.40 1.88 2.73 4.33 6.78 11.7 16.9 26.7 49.0 66.8 92.6 137 2290.99 1.68 114 21.8 0.00 1.12 1.42 1.88 2.63 4.85 8.04 13.2 22.0 42.9 82.8 139 2530.77 1.69 129 33.1 0.00 1.01 1.33 1.99 3.12 5.83 10.6 18.7 33.7 58.8 95.0 158 2860.94 1.18 10.6 3.26 0.46 0.55 0.65 0.78 1.23 2.31 2.74 2.57 2.55 3.36 6.98 10.4 13.8

1053 035994527 35°31′53′′ 86°55′59′′ SILVER CREEK NEAR PARK STATION (0) 12.0 12.0 34 2.372 27 0.78 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.35 18.2 6.14 0.00 0.00 0.00 0.35 0.51 1.01 1.79 3.21 5.70 9.53 14.9 22.8 40.20.00 0.11 18.0 3.71 0.00 0.00 0.00 0.13 0.22 0.49 0.96 1.84 3.63 6.80 12.2 22.3 43.80.86 1.16 4.44 3.02 0.55 0.54 0.63 0.77 1.04 2.17 2.85 2.97 2.63 3.26 5.07 8.06 7.18

1054 03599950 35°42′41′′ 86°53′56′′ RUTHERFORD CREEK NEAR KEDRON (0) 19.7 19.6 34 2.365 29 1.42 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.00 0.34 30.2 8.57 0.00 0.00 0.00 0.35 0.54 1.25 2.40 4.43 8.06 14.1 23.0 37.0 67.20.00 0.22 32.5 7.16 0.00 0.00 0.00 0.27 0.45 1.01 1.97 3.74 7.20 13.3 23.3 41.3 77.61.18 1.55 6.49 3.24 0.69 0.72 0.81 0.86 1.13 2.46 3.10 2.97 2.86 3.58 5.96 9.65 9.27

1055 03600000 35°40′23′′ 86°58′42′′ RUTHERFORD CREEK NEAR CARTERS CREEK (2) 68.8 69.5 34 2.366 47 1.35 4 -- --

0.00 0.00 100 13.1 0.00 0.00 0.00 0.01 0.04 1.28 3.48 6.75 14.4 34.6 69.5 128 2560.39 0.89 106 21.0 0.00 0.50 0.70 1.01 1.53 3.51 6.85 12.4 21.1 39.2 73.8 127 2360.35 0.88 117 26.6 0.00 0.49 0.67 1.06 1.77 3.73 7.34 13.9 26.7 49.0 82.8 144 2700.92 1.31 12.0 3.64 0.45 0.54 0.63 0.76 1.14 2.27 2.89 2.71 2.62 3.47 6.94 10.3 15.2

1056 03600256 35°33′27′′ 87°05′06′′ LITTLE BIGBY CREEK NEAR SUNNYSIDE (1) 32.8 32.7 38 2.383 65 1.86 6 7 03600500

0.80 1.27 51.9 6.20 0.70 0.80 0.97 1.22 1.53 2.00 2.40 4.20 8.60 18.0 41.0 60.7 1020.00 0.92 50.4 11.9 0.00 0.00 0.65 0.96 1.51 2.88 4.62 7.78 13.0 22.9 37.9 62.7 1100.00 0.85 58.2 14.8 0.00 0.00 0.67 0.99 1.53 2.77 4.94 8.59 15.3 26.6 42.9 71.2 1281.08 1.29 8.87 3.20 0.57 0.61 0.67 0.73 1.12 2.28 2.82 2.68 2.50 3.47 5.98 9.52 10.4
156 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 1057 03600259 35°36′32′′ 87°04′12′′ LITTLE BIGBY CREEK AT COLUMBIA (1) 43.2 43.0 37 2.369 67 1.80 4 4 03600500 0.89 1.38 49.0 3.65 0.78 0.90 1.07 1.33 1.64 2.12 2.51 3.12 4.15 9.70 25.3 81.8 137 0.00 1.13 65.5 14.2 0.00 0.00 0.82 1.20 1.85 3.52 5.61 9.35 15.7 28.4 49.2 82.6 144 0.00 1.02 75.3 19.3 0.00 0.00 0.80 1.18 1.86 3.43 6.21 11.0 19.7 34.4 55.5 92.5 166 1.16 1.56 8.48 3.35 0.49 0.56 0.64 0.71 1.06 2.18 2.82 2.74 2.58 3.09 5.24 7.62 10.3 1058 03600291 35°39′04′′ 87°07′17′′ GREENLICK CREEK NEAR COLUMBIA (1) 21.7 21.8 35 2.378 74 1.66 4 4 03600500 0.30 0.79 34.3 7.13 0.23 0.31 0.46 0.75 1.19 2.10 3.09 5.00 9.47 18.7 27.2 40.2 67.2 0.00 0.59 31.3 7.78 0.00 0.00 0.00 0.57 0.90 1.76 2.84 4.88 8.39 15.1 24.6 40.3 68.1 0.00 0.37 37.7 8.61 0.00 0.00 0.00 0.44 0.70 1.33 2.53 4.68 8.77 16.0 26.5 45.7 83.6 1.03 1.30 5.75 3.05 0.56 0.60 0.67 0.72 1.05 2.33 3.04 2.95 2.78 3.45 5.35 8.69 8.60 1059 03600360 35°43′31′′ 87°07′36′′ SNOW CREEK NEAR SANTA FE (1) 11.1 11.2 48 2.372 70 2.52 9 13 03600500 0.70 1.10 17.6 4.40 0.61 0.70 0.85 1.06 1.33 1.74 2.09 3.25 5.60 10.0 13.9 20.5 34.4 0.37 0.66 18.1 5.36 0.35 0.41 0.51 0.72 1.00 1.61 2.42 3.76 5.91 9.28 14.4 22.3 38.5 0.35 0.64 20.4 6.21 0.34 0.41 0.52 0.71 1.01 1.61 2.54 3.99 6.43 10.4 16.1 25.3 42.9 0.70 0.99 4.91 3.85 0.58 0.55 0.64 0.84 1.06 1.83 2.42 2.72 2.76 3.56 5.15 6.45 6.19 1060 03600370 35°41′41′′ 87°11′18′′ SNOW CREEK NEAR WILLIAMSPORT (1) 23.2 26.6 44 2.376 67 2.23 5 7 03600500 1.02 1.62 36.7 7.60 0.90 1.03 1.24 1.56 1.94 2.53 3.03 5.20 10.1 21.0 29.0 43.0 71.8 0.71 1.30 43.4 10.9 0.67 0.81 1.02 1.38 1.96 3.19 4.73 7.47 12.1 21.0 33.7 53.6 93.1 0.62 1.20 48.2 14.1 0.62 0.76 0.96 1.35 1.99 3.30 5.43 8.78 14.6 24.1 37.5 59.6 103 1.14 1.39 8.45 3.02 0.64 0.66 0.74 0.79 1.15 2.23 2.66 2.49 2.39 3.26 5.74 8.47 9.04 1061 03600380 35°41′43′′ 87°12′10′′ LEIPERS CREEK AT WILLIAMSPORT (1) 37.5 37.3 58 2.376 74 2.34 6 10 03600500 2.71 4.38 59.4 16.7 2.35 2.73 3.32 4.20 5.29 7.00 8.46 12.4 20.5 33.9 46.9 69.4 116 1.80 2.95 63.7 18.5 1.79 2.08 2.49 3.27 4.24 6.08 8.58 12.6 19.4 31.5 49.9 75.1 131 1.92 3.21 68.7 23.6 1.89 2.19 2.67 3.53 4.83 7.17 10.7 15.9 24.4 37.8 56.1 84.5 142 0.88 0.88 6.83 3.38 0.58 0.56 0.64 0.75 1.23 1.93 2.22 2.35 2.58 3.95 6.59 8.40 7.96

1062 03601080 35°31′40′′ 87°15′41′′ WEST FORK BIG BIGBY CREEK NEAR MT JOY (1) 14.8 14.8 97 2.387 72 2.48 5 5 03600500

1.57 2.43 23.4 7.50 1.37 1.58 1.90 2.38 2.96 3.85 4.60 6.20 8.80 13.4 18.5 27.4 45.81.22 1.79 24.2 8.48 1.19 1.32 1.53 1.92 2.43 3.30 4.40 6.19 8.98 13.5 20.1 29.3 48.91.86 2.65 27.5 10.9 1.81 1.98 2.28 2.79 3.49 4.56 6.02 8.04 11.3 16.4 23.5 33.8 55.00.47 0.47 8.74 2.14 0.43 0.38 0.41 0.48 0.60 0.80 1.04 1.23 1.57 2.83 7.93 16.3 12.2

1063 03601100 35°32′43′′ 87°14′05′′ BIG BIGBY CREEK AT NEEDMORE (1) 48.3 48.3 99 2.385 71 2.28 10 29 03600500

4.28 6.80 76.4 23.0 3.75 4.35 5.25 6.63 8.33 10.9 13.2 15.8 27.9 43.6 60.4 89.4 1504.89 7.02 78.3 28.7 4.69 5.21 5.99 7.40 9.15 12.3 16.1 21.2 29.8 43.4 64.7 95.6 1616.37 8.97 89.7 36.9 6.20 6.77 7.79 9.54 11.9 15.6 20.6 27.4 38.3 55.0 77.7 110 1801.01 1.06 10.3 3.26 0.92 0.86 0.97 1.15 1.33 1.52 1.61 1.90 2.30 2.93 8.66 21.2 15.2
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report157

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

1064 03601235 35°31′23′′ 87°09′28′′ SCOTTS CREEK NEAR MOUNT PLEASANT (1) 12.1 12.1 44 2.386 61 2.00 6 6 03600500

0.18 0.53 19.1 4.76 0.13 0.18 0.27 0.45 0.74 1.33 1.99 3.29 6.39 10.9 15.1 22.4 37.50.40 0.74 19.8 5.88 0.38 0.45 0.55 0.76 1.06 1.72 2.59 4.06 6.50 10.3 16.0 24.4 42.00.26 0.50 21.6 6.02 0.26 0.32 0.40 0.57 0.83 1.39 2.28 3.70 6.20 10.4 16.5 26.6 46.61.01 1.23 5.54 3.51 0.60 0.60 0.67 0.73 1.01 2.03 2.55 2.79 2.88 3.54 5.54 7.26 6.64

1065 03601250 35°32′56′′ 87°11′47′′ SUGAR FORK CREEK AT MOUNT PLEASANT (1) 36.7 36.7 43 2.385 67 1.84 5 9 03600500

0.49 1.23 58.1 8.48 0.38 0.50 0.71 1.10 1.69 2.82 3.99 6.16 11.0 20.3 38.9 67.9 1140.76 1.41 60.4 14.2 0.74 0.90 1.13 1.53 2.26 3.83 5.89 9.52 15.7 28.1 46.8 74.9 1310.75 1.47 65.4 18.5 0.75 0.93 1.18 1.67 2.45 4.13 6.87 11.3 19.0 31.7 49.7 79.8 1401.11 1.19 8.36 3.03 0.57 0.60 0.65 0.71 1.10 2.12 2.56 2.47 2.39 3.47 6.40 9.45 8.87

1066 03601500 35°37′04′′ 87°12′34′′ BIG BIGBY CREEK AT CROSS BRIDGES (1) 112 112 66 2.381 70 2.01 8 10 03600500

5.72 8.68 177 28.5 5.05 5.77 6.85 8.45 10.4 13.3 15.7 19.4 36.3 69.0 140 207 3475.62 8.75 183 60.0 5.71 6.55 7.68 9.86 12.6 18.3 26.3 37.9 60.1 98.2 154 230 4027.37 11.7 206 75.5 7.24 8.30 9.92 12.9 17.2 25.0 36.1 52.0 78.0 118 171 252 4231.87 1.88 7.07 3.54 1.62 1.50 1.63 1.92 2.32 2.58 2.48 2.34 2.37 2.99 6.45 11.2 12.5

1067 03601550 35°38′22′′ 87°16′02′′ CATHEYS CREEK NEAR WILLIAMSPORT (1) 45.2 45.2 70 2.381 72 1.99 4 4 03602500

5.37 7.10 72.3 26.1 4.82 5.28 6.08 7.20 8.70 11.0 14.2 18.2 25.1 37.1 58.1 88.3 1462.68 4.25 75.7 25.3 2.64 3.02 3.56 4.61 5.96 8.56 12.1 17.1 26.5 41.1 61.2 91.0 1583.23 5.03 81.5 29.8 3.17 3.60 4.28 5.46 7.18 10.2 14.5 20.6 30.6 46.2 67.4 99.6 1671.08 1.14 7.14 3.11 0.91 0.81 0.89 1.09 1.44 1.88 2.04 2.05 2.27 2.91 7.07 13.7 12.1

1068 03601650 35°50′28′′ 87°11′37′′ LICK CREEK NEAR GORDON HILL (1) 25.1 25.3 140 2.368 79 2.53 5 5 03602500

3.01 3.68 40.8 13.8 2.79 2.97 3.29 3.72 4.27 5.06 6.10 7.29 13.0 25.8 35.1 49.0 81.25.58 7.50 43.4 20.9 5.96 6.41 7.13 8.33 9.73 12.0 14.4 17.4 21.6 28.8 37.9 51.7 84.85.78 7.38 46.4 21.5 5.56 5.84 6.53 7.63 9.05 10.9 13.4 16.8 22.2 30.5 41.7 57.4 91.00.53 0.51 10.8 2.05 0.73 0.62 0.66 0.65 0.70 0.74 0.79 0.94 1.53 3.07 10.6 23.4 22.6

1069 03601660 35°52′16′′ 87°13′48′′ LOCUST FORK BELOW WRIGLEY (1) 16.3 16.3 140 2.370 80 1.84 5 5 03602500

4.32 5.30 26.5 13.1 4.07 4.33 4.78 5.37 6.12 7.21 8.61 10.2 12.8 16.7 22.8 31.8 52.73.68 4.88 28.0 12.9 3.53 3.80 4.24 4.97 5.80 7.15 8.66 10.6 13.5 18.1 24.3 33.3 54.63.38 4.29 28.4 12.6 3.25 3.44 3.83 4.41 5.16 6.19 7.64 9.62 12.9 17.8 24.7 34.6 56.00.69 0.63 10.9 2.08 0.70 0.57 0.60 0.60 0.71 0.85 0.94 1.09 1.56 3.09 9.22 22.0 23.9

1070 03601683 35°50′41′′ 87°14′43′′ LOCUST FORK NEAR WRIGLEY (1) 25.5 25.6 134 2.371 81 1.73 6 6 03602500

6.73 8.24 41.5 20.5 6.37 6.78 7.48 8.40 9.58 11.3 13.5 16.0 20.0 26.2 35.7 49.8 82.44.89 6.46 42.5 18.8 5.04 5.42 6.03 7.03 8.20 10.1 12.2 14.9 19.1 26.3 36.5 51.0 84.14.99 6.38 44.3 19.7 4.80 5.11 5.70 6.59 7.76 9.39 11.7 14.9 20.0 27.7 38.5 53.8 87.70.54 0.51 11.1 2.18 0.78 0.67 0.70 0.70 0.76 0.79 0.85 1.01 1.62 3.21 11.0 24.2 23.3
158 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 1071 03601684 35°50′13′′ 87°15′41′′ LICK CREEK ABOVE LITTLELOT (1) 62.4 62.5 133 2.372 80 2.19 5 5 03602500 13.6 16.1 102 46.5 12.6 13.4 14.8 16.6 18.9 22.1 26.4 33.0 44.5 64.0 87.3 122 202 13.9 17.9 106 48.8 13.4 14.3 15.9 18.6 21.6 26.5 32.0 39.0 49.7 66.3 90.8 127 208 13.2 17.0 114 52.6 12.7 13.5 15.1 17.7 21.1 25.8 32.2 40.6 54.2 74.5 102 140 224 1.09 0.87 9.95 3.20 1.18 1.11 1.14 1.12 1.15 1.22 1.34 1.78 2.52 3.82 9.89 20.8 22.3 1072 03601695 35°48′50′′ 87°17′38′′ HASSELL CREEK NEAR LITTLELOT (1) 8.43 8.36 136 2.374 80 2.28 4 4 03602500 2.24 2.75 13.7 6.77 2.11 2.24 2.47 2.78 3.17 3.73 4.46 5.29 6.60 8.65 11.8 16.5 27.3 1.63 2.11 14.1 6.12 1.56 1.67 1.85 2.16 2.53 3.09 3.71 4.62 6.28 8.89 12.3 16.7 27.4 1.71 2.21 15.0 6.52 1.65 1.74 1.95 2.26 2.67 3.20 3.97 5.01 6.70 9.35 13.1 18.4 29.4 0.58 0.61 10.6 4.26 0.51 0.42 0.47 0.56 0.80 1.19 1.46 2.02 2.90 5.90 11.6 17.7 16.6 1073 03601700 35°47′43′′ 87°18′41′′ LICK CREEK AT LITTLELOT (1) 99.8 99.9 124 2.376 80 2.18 10 13 03602500 27.4 33.5 162 80.2 24.9 26.5 29.3 32.9 37.5 44.2 52.7 62.6 78.1 102 140 195 323 21.7 27.5 164 75.2 20.7 22.2 24.6 28.6 32.9 40.3 49.1 60.1 77.0 103 141 201 330 19.4 25.3 184 83.9 18.7 20.0 22.4 26.6 32.2 39.9 50.4 64.4 86.7 120 164 225 363 1.17 0.96 8.43 3.43 1.47 1.44 1.51 1.44 1.46 1.49 1.63 2.15 2.80 3.93 9.60 18.6 17.8 1074 03601846 35°33′45′′ 87°23′20′′ BIG SWAN CR BL LANGFORD BR, GORDONSBURG (1) 22.4 27.4 128 2.387 79 2.30 5 5 03602500 3.43 4.17 36.4 13.7 3.17 3.39 3.76 4.26 4.89 5.82 7.03 9.40 13.0 19.3 31.3 43.8 72.4 4.44 6.17 45.7 19.6 4.59 5.00 5.63 6.75 8.07 10.3 12.8 16.1 21.0 28.8 38.8 55.2 91.4 5.31 6.94 50.6 22.0 5.13 5.44 6.12 7.21 8.65 10.6 13.3 16.9 22.8 31.9 44.3 61.8 99.5 0.70 0.70 9.74 3.37 0.92 0.82 0.90 0.96 1.06 1.13 1.23 1.60 2.53 4.34 13.4 17.7 14.6 1075 03601848 35°34′01′′ 87°24′06′′ BIG SWAN CREEK NEAR GORDONSBURG (1) 28.2 28.2 127 2.387 79 2.29 3 4 03602500 4.20 5.08 45.9 16.3 3.94 4.17 4.57 5.09 5.74 6.67 7.86 11.0 15.6 24.0 39.5 55.1 91.2 4.31 5.92 46.7 19.4 4.41 4.80 5.40 6.43 7.66 9.82 12.3 15.4 20.4 28.6 39.7 56.4 93.4 5.41 7.08 52.2 22.6 5.23 5.55 6.24 7.36 8.84 10.8 13.6 17.4 23.5 32.8 45.6 63.6 102 0.64 0.61 10.1 2.78 0.81 0.72 0.77 0.78 0.84 0.89 0.96 1.22 1.99 3.77 13.6 17.9 15.0

1076 03601860 35°36′27′′ 87°27′28′′ INDIAN CREEK NEAR SALEM (1) 15.3 15.2 140 2.386 80 2.24 5 5 03602500

4.03 4.87 24.9 12.3 3.82 4.07 4.49 5.04 5.75 6.77 8.09 9.59 12.0 15.7 21.4 29.9 49.53.16 4.26 26.3 12.1 3.15 3.40 3.81 4.52 5.32 6.63 8.07 9.94 12.7 17.0 22.8 31.1 51.13.25 4.16 27.7 12.1 3.13 3.30 3.68 4.28 5.04 6.04 7.45 9.38 12.5 17.4 24.2 33.8 54.30.71 0.70 8.66 3.16 0.87 0.72 0.75 0.78 0.93 1.18 1.37 1.80 2.48 4.71 10.3 15.1 14.0

1077 03601900 35°45′22′′ 87°24′57′′ BIG SWAN CREEK NEAR CENTERVILLE (1) 154 152 117 2.380 78 2.29 7 9 03602500

54.4 65.8 251 144 50.6 53.8 59.2 66.3 75.3 88.4 105 120 141 175 215 301 49828.7 37.7 255 115 27.6 30.4 33.9 40.1 46.8 58.7 73.0 91.8 120 162 221 316 52027.7 36.7 286 129 26.8 28.7 32.4 38.9 47.6 60.0 76.9 99.0 134 187 255 350 564

0.84 0.82 10.2 4.93 1.16 1.24 1.33 1.40 1.62 2.19 2.60 3.72 4.76 5.85 11.4 20.1 19.9
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report159

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

1078 03601950 35°47′07′′ 87°25′22′′ HALEY CREEK NEAR CENTERVILLE (1) 5.56 5.64 93 2.380 80 1.88 4 4 03602500

0.93 1.12 9.05 3.79 0.87 0.92 1.01 1.13 1.27 1.48 1.75 2.41 3.53 5.70 7.78 10.9 18.00.58 0.84 9.39 3.78 0.56 0.63 0.73 0.90 1.11 1.47 1.90 2.63 3.77 5.43 7.97 11.5 19.50.62 0.88 9.78 3.68 0.60 0.66 0.76 0.92 1.13 1.46 1.94 2.63 3.76 5.53 8.05 11.9 19.70.39 0.40 5.47 2.14 0.38 0.31 0.33 0.38 0.47 0.62 0.83 1.20 1.57 2.61 6.01 10.0 9.48

1079 03601980 35°47′13′′ 87°27′01′′ DEFEATED CREEK AT CENTERVILLE (1) 5.69 6.14 100 2.381 80 2.13 4 4 03602500

0.76 0.94 9.26 3.62 0.70 0.75 0.83 0.94 1.08 1.29 1.56 2.21 3.43 5.84 7.96 11.1 18.40.72 1.03 10.2 4.24 0.70 0.77 0.90 1.10 1.34 1.72 2.13 2.90 4.15 6.02 8.67 12.1 20.40.78 1.09 10.9 4.24 0.76 0.82 0.94 1.13 1.39 1.77 2.32 3.09 4.35 6.33 9.13 13.3 21.80.35 0.35 6.74 2.40 0.37 0.30 0.32 0.36 0.46 0.61 0.86 1.25 1.66 3.15 7.07 11.7 9.37

1080 03602110 35°46′18′′ 87°27′58′′ INDIAN CREEK AT CENTERVILLE (1) 9.00 9.07 112 2.381 79 2.26 4 4 03602500

2.09 2.56 14.6 7.10 1.93 2.06 2.29 2.60 3.00 3.58 4.33 5.25 6.70 9.23 12.6 17.6 29.11.20 1.66 14.8 5.94 1.16 1.26 1.44 1.73 2.09 2.66 3.27 4.39 5.96 8.77 12.6 17.6 29.11.40 1.90 16.4 6.67 1.35 1.45 1.66 1.97 2.39 2.98 3.82 4.99 6.88 9.84 14.0 20.0 32.40.41 0.42 11.6 3.25 0.44 0.37 0.41 0.49 0.66 0.97 1.24 1.69 2.38 5.47 13.3 20.5 17.7

1081 03602192 36°01′40′′ 87°27′03′′ WEST PINEY RIVER NEAR DICKSON (1) 21.2 21.1 137 2.344 59 2.15 17 31 03602500

6.15 7.53 34.5 17.5 5.71 6.07 6.69 7.51 8.55 10.1 12.0 14.0 17.2 21.8 29.7 41.4 68.53.73 4.82 35.1 14.6 3.62 3.89 4.34 4.96 5.78 7.09 8.77 11.1 14.9 21.3 30.0 43.0 70.54.23 5.53 36.7 17.5 4.06 4.36 4.88 5.75 6.86 8.60 10.6 13.4 17.7 24.2 33.4 46.3 74.10.40 0.38 8.42 1.45 0.49 0.40 0.42 0.43 0.50 0.61 0.69 0.81 1.19 2.22 6.15 19.4 38.7

1082 03602194 36°00′43′′ 87°26′33′′ WEST PINEY R BL ST HWY 48 NR DICKSON (1) 25.7 26.1 137 2.344 61 1.99 5 19 03602500

6.32 7.65 41.8 19.6 5.88 6.25 6.87 7.69 8.73 10.2 12.1 14.7 18.9 26.4 36.0 50.2 83.15.26 6.77 43.2 19.5 5.10 5.48 6.09 6.96 8.10 9.95 12.1 14.9 19.6 27.0 37.0 53.3 86.95.20 6.76 44.9 21.4 4.99 5.35 5.99 7.03 8.36 10.5 13.0 16.3 21.6 29.5 40.7 56.4 90.60.47 0.44 8.20 1.54 0.56 0.48 0.51 0.51 0.57 0.63 0.69 0.81 1.20 2.10 6.04 19.0 35.4

1083 03602200 36°03′08′′ 87°23′51′′ EAST PINEY RIVER NEAR DICKSON (1) 6.21 6.33 91 2.343 76 1.18 8 10 03602500

1.29 1.59 10.1 4.45 1.20 1.28 1.42 1.60 1.83 2.16 2.59 3.25 4.29 5.97 8.69 12.1 20.10.68 0.94 9.73 4.01 0.66 0.72 0.82 0.99 1.21 1.59 2.03 2.79 3.92 5.58 8.42 12.7 21.30.61 0.86 9.79 3.83 0.59 0.65 0.75 0.90 1.09 1.43 1.91 2.61 3.75 5.47 7.98 11.9 20.20.48 0.49 2.06 1.82 0.53 0.43 0.46 0.51 0.59 0.73 0.96 1.19 1.26 1.61 4.48 10.4 16.9

1084 03602207 36°00′38′′ 87°26′19′′ EAST PINEY RIVER BELOW DICKSON (1) 17.9 18.0 92 2.344 76 1.17 6 13 03602500

2.44 3.07 29.1 10.6 2.63 2.78 3.04 3.38 3.80 4.41 5.17 7.20 10.2 15.2 25.0 35.0 57.91.50 2.13 28.3 10.0 1.43 1.60 1.85 2.29 2.82 3.73 5.07 7.05 10.1 14.9 23.0 35.2 59.91.82 2.55 28.2 11.4 1.75 1.96 2.25 2.68 3.28 4.31 5.77 7.84 11.2 16.2 23.3 34.3 58.10.70 0.68 2.57 1.92 0.81 0.70 0.72 0.76 0.85 0.97 1.10 1.15 1.26 1.83 4.64 9.84 14.9
160 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 1085 03602209 36°00′36′′ 87°26′38′′ PINEY RIVER NEAR OAK GROVE (1) 44.1 44.2 119 2.344 67 1.66 6 26 03602500 7.22 9.00 71.8 31.0 6.62 7.12 8.01 9.20 10.8 13.1 16.1 22.5 30.0 45.2 61.7 86.1 143 7.14 9.00 71.0 30.0 6.80 7.31 8.09 9.31 10.9 13.5 16.7 21.4 29.2 42.0 61.2 88.9 147 7.20 9.55 74.3 34.2 6.92 7.52 8.48 10.0 12.1 15.4 19.6 25.2 34.3 47.4 65.8 92.3 151 0.57 0.50 13.3 2.06 0.78 0.70 0.72 0.70 0.74 0.82 0.89 1.01 1.46 2.78 8.31 15.1 25.0 1086 03602220 35°59′30′′ 87°26′19′′ PINEY RIVER BELOW DICKSON (1) 46.7 46.7 120 2.344 68 1.63 4 11 03602500 9.46 11.6 76.0 28.5 8.79 9.36 10.3 11.6 13.2 15.5 18.5 22.0 27.4 41.5 65.3 91.2 151 7.82 9.80 75.0 32.3 7.49 8.03 8.86 10.2 11.8 14.7 18.1 23.1 31.4 45.1 65.2 93.8 155 7.71 10.2 78.5 36.1 7.41 8.04 9.06 10.7 12.8 16.3 20.7 26.7 36.2 50.0 69.4 97.2 159 0.68 0.59 15.8 2.78 0.92 0.84 0.87 0.87 0.93 1.05 1.17 1.45 1.94 3.46 10.1 15.0 24.3 1087 03602229 35°59′38′′ 87°24′04′′ TURKEY CREEK NEAR MT. SINAI (1) 6.31 6.24 119 2.344 75 1.17 5 5 03602500 0.71 0.93 10.3 3.35 0.64 0.70 0.80 0.94 1.14 1.43 1.84 2.35 3.21 5.00 8.83 12.3 20.4 0.89 1.20 9.66 4.17 0.85 0.92 1.05 1.25 1.47 1.80 2.22 2.84 4.15 5.88 8.39 11.8 19.5 0.89 1.17 9.65 4.08 0.85 0.93 1.04 1.20 1.41 1.75 2.22 2.89 4.00 5.64 8.07 11.7 19.6 0.53 0.53 5.64 3.09 0.57 0.45 0.48 0.51 0.61 0.75 0.97 1.43 2.30 5.11 9.34 9.56 9.60 1088 03602230 35°57′11′′ 87°27′53′′ PINEY RIVER ABOVE PINEWOOD (1) 77.5 77.6 126 2.345 71 1.56 4 12 03602500 16.3 19.5 126 48.0 15.2 16.1 17.8 19.9 22.7 26.6 31.7 37.5 46.7 71.0 108 151 251 15.8 20.0 129 60.2 15.2 16.3 18.0 20.8 24.1 29.8 36.4 45.5 59.5 81.3 112 156 258 14.0 18.1 130 61.6 13.4 14.4 16.2 19.0 22.6 28.4 35.9 45.8 61.7 84.4 116 161 263 1.08 0.89 7.09 2.70 1.35 1.29 1.32 1.23 1.19 1.20 1.27 1.60 1.96 2.85 5.19 8.29 14.8 1089 03602232 36°00′23′′ 87°31′02′′ GARNER CREEK NR TENNESSEE CITY (1) 13.7 14.1 120 2.344 49 2.87 6 6 03602500 1.29 1.68 22.3 7.20 1.16 1.27 1.45 1.71 2.05 2.58 3.30 4.60 6.80 10.9 19.2 26.8 44.3 1.66 2.22 22.5 8.69 1.60 1.75 1.98 2.34 2.78 3.54 4.50 5.99 8.61 13.1 19.8 28.8 47.6 2.38 3.29 25.6 11.8 2.30 2.50 2.84 3.46 4.26 5.60 7.08 9.05 12.1 16.8 23.6 32.9 52.2 0.46 0.45 3.23 1.65 0.55 0.46 0.48 0.50 0.58 0.68 0.73 0.88 1.17 2.47 6.67 18.6 30.7

1090 03602235 35°58′13′′ 87°29′30′′ GARNER CREEK ABOVE PINEWOOD (1) 22.7 22.9 124 2.345 58 2.70 5 6 03602500

2.99 3.85 36.9 14.0 2.71 2.94 3.36 3.92 4.68 5.82 7.39 9.90 13.3 20.0 31.8 44.3 73.43.39 4.37 36.9 14.9 3.24 3.50 3.93 4.54 5.31 6.63 8.26 10.6 14.5 21.0 30.9 45.3 75.54.24 5.72 41.4 19.5 4.08 4.40 4.98 5.99 7.31 9.36 11.8 15.0 20.0 27.5 38.1 52.8 83.60.43 0.41 9.26 1.70 0.59 0.50 0.54 0.54 0.60 0.70 0.77 0.91 1.33 2.38 7.26 29.8 89.2

1091 03602245 35°56′26′′ 87°25′41′′ BIG SPRING CREEK ABOVE PINEWOOD (1) 19.8 20.0 140 2.345 81 1.74 6 7 03602500

5.99 7.30 32.2 15.9 4.94 5.26 5.81 6.52 7.44 8.76 10.5 12.4 15.5 20.3 27.7 38.7 64.04.36 5.53 33.0 15.2 4.12 4.40 4.88 5.57 6.48 7.90 9.69 11.9 15.4 21.4 29.1 40.8 65.34.22 5.33 33.5 15.7 4.04 4.29 4.77 5.47 6.39 7.66 9.46 11.9 15.8 21.6 29.7 41.3 66.60.41 0.39 8.34 1.39 0.47 0.39 0.40 0.41 0.48 0.58 0.66 0.77 1.14 2.17 6.07 19.8 43.2
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report161

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

1092 03602265 35°54′37′′ 87°28′04′′ PINEY RIVER AT PINEWOOD (1) 150 151 130 2.345 72 1.91 5 14 03602500

36.2 43.9 244 107 33.6 35.8 39.4 44.3 50.4 59.3 70.8 83.8 104 153 210 293 48540.7 51.9 276 154 37.5 41.0 45.1 53.4 62.9 77.8 95.3 117 149 195 255 344 53930.8 39.6 265 130 29.5 31.6 35.4 41.7 50.1 62.6 78.5 99.3 132 179 242 329 529

1.17 1.08 4.83 2.30 1.10 1.17 1.19 1.25 1.35 1.40 1.42 1.64 1.85 2.44 3.42 5.18 11.0

1093 03602300 35°53′21′′ 87°21′55′′ MILL CR AB NORTH FORK NEAR WRIGLEY (1) 9.51 9.66 140 2.376 80 1.88 4 5 03602500

1.84 2.27 15.5 6.00 1.70 1.82 2.02 2.28 2.61 3.10 3.73 4.47 5.63 8.60 13.3 18.6 30.81.98 2.59 16.6 7.36 1.90 2.04 2.28 2.66 3.12 3.84 4.65 5.74 7.68 10.6 14.5 19.7 32.21.96 2.49 16.8 7.29 1.88 1.99 2.22 2.55 2.98 3.56 4.40 5.55 7.43 10.4 14.5 20.4 33.10.61 0.62 10.7 4.07 0.56 0.46 0.51 0.61 0.84 1.19 1.42 1.95 2.82 6.04 11.6 17.2 16.3

1094 03602310 35°54′02′′ 87°21′14′′ NORTH FORK MILL CREEK AT WRIGLEY (1) 1.46 1.59 140 2.376 82 1.29 3 4 03602500

0.16 0.20 2.38 0.72 0.15 0.16 0.17 0.20 0.23 0.27 0.33 0.46 0.69 1.16 2.04 2.85 4.720.35 0.45 2.33 1.30 0.33 0.36 0.40 0.47 0.53 0.64 0.76 0.90 1.25 1.59 2.32 3.30 5.030.28 0.35 2.54 1.02 0.26 0.28 0.31 0.35 0.40 0.47 0.58 0.74 1.01 1.44 2.08 3.04 5.060.28 0.28 2.92 1.42 0.26 0.18 0.20 0.22 0.28 0.38 0.47 0.69 1.05 2.31 5.90 5.39 5.96

1095 03602316 35°53′09′′ 87°22′07′′ MILL CR BL NORTH FORK NEAR WRIGLEY (1) 12.6 12.9 140 2.376 81 1.78 8 9 03602500

1.85 2.28 20.5 5.20 1.70 1.82 2.03 2.31 2.66 3.18 3.86 4.65 5.91 10.0 17.6 24.6 40.72.81 3.69 22.0 10.0 2.69 2.90 3.23 3.78 4.40 5.41 6.52 7.99 10.4 14.2 19.1 26.1 42.82.61 3.31 22.3 9.74 2.51 2.65 2.96 3.40 3.97 4.74 5.85 7.38 9.91 13.8 19.2 27.1 44.01.03 0.95 11.6 3.49 1.22 0.97 0.99 0.99 1.14 1.31 1.38 1.67 2.47 5.11 11.4 18.4 18.9

1096 03602590 35°42′14′′ 87°30′35′′ BEAVERDAM CR AT HWY 100 NR CENTERVILLE (1) 22.9 23.0 140 2.384 79 2.40 6 6 03602500

8.35 10.1 37.3 21.3 7.79 8.26 9.07 10.1 11.5 13.4 15.8 17.5 20.5 25.4 32.0 44.7 74.04.79 6.48 40.3 18.5 5.00 5.41 6.04 7.13 8.33 10.4 12.5 15.2 19.3 26.0 34.9 48.1 79.65.07 6.49 42.5 19.0 4.89 5.15 5.75 6.71 7.95 9.56 11.8 14.8 19.7 27.3 37.6 52.0 83.10.63 0.61 9.38 2.54 0.81 0.70 0.74 0.76 0.83 0.91 1.04 1.33 2.06 3.94 11.1 18.3 15.5

1097 03602600 35°47′07′′ 87°37′32′′ BEAVERDAM CREEK AT COBLE (1) 74.7 75.0 138 2.384 79 2.44 4 4 03602500

31.0 37.8 122 76.0 28.8 30.7 33.8 38.0 43.2 50.8 60.7 67.0 75.0 89.0 105 146 24215.8 21.3 127 61.1 15.5 16.7 18.8 22.4 26.4 32.8 40.0 48.8 61.8 81.0 108 152 24917.0 21.7 141 65.2 16.4 17.3 19.3 22.7 27.1 33.0 40.9 51.3 68.0 93.4 127 173 276

0.49 0.47 8.86 2.73 0.49 0.49 0.53 0.57 0.65 0.77 0.95 1.40 2.12 3.43 9.12 20.9 20.6

1098 03602629 35°52′14′′ 87°42′21′′ DUCK RIVER NEAR ONLY (1) 2452 2459 69 2.383 54 1.58 4 4 03603000

378 486 4167 1672 374 402 432 502 575 740 959 1270 1855 2677 3818 5578 9617288 399 4317 2203 272 309 349 435 553 805 1126 1557 2223 3063 4186 5864 9547171 267 4532 1824 168 195 231 303 408 618 891 1268 1881 2754 3911 5562 9469

4.59 5.62 12.6 9.34 4.50 6.56 6.59 6.73 7.09 7.55 7.45 6.33 7.90 8.25 11.1 15.7 15.6
162 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 1099 03602630 35°52′27′′ 87°42′24′′ BARREN HOLLOW BRANCH NEAR ONLY (1) 7.64 7.46 140 2.383 94 2.60 4 4 03602500 1.52 1.87 12.4 5.30 1.41 1.51 1.67 1.89 2.17 2.57 3.10 3.30 5.10 7.30 10.7 14.9 24.7 1.45 2.03 13.2 6.34 1.43 1.56 1.79 2.13 2.52 3.15 3.89 4.82 6.43 8.45 11.5 15.5 25.3 1.70 2.16 13.7 5.97 1.63 1.70 1.90 2.20 2.58 3.01 3.71 4.66 6.20 8.65 12.0 16.7 26.6 0.60 0.62 9.20 3.89 0.57 0.45 0.50 0.59 0.83 1.17 1.37 1.88 2.67 5.51 10.4 15.0 14.3 1100 03602660 35°53′02′′ 87°41′08′′ SUGAR CREEK AT BUCKSNORT (1) 30.8 28.9 140 2.382 80 2.56 4 4 03602500 5.99 7.34 50.1 22.0 5.56 5.91 6.52 7.33 8.35 9.84 11.8 15.4 21.0 31.6 43.1 60.2 99.6 6.45 8.63 51.0 23.8 6.72 7.25 8.07 9.53 11.1 13.7 16.4 19.7 24.8 33.0 44.1 61.3 101 6.59 8.43 54.2 24.5 6.35 6.67 7.45 8.72 10.4 12.5 15.4 19.3 25.5 35.2 48.3 66.5 106 0.64 0.62 9.23 2.93 0.85 0.75 0.82 0.85 0.91 0.94 1.04 1.38 2.18 3.73 10.3 18.9 17.3 1101 03602700 35°55′58′′ 87°43′51′′ TUMBLING CREEK NEAR HURRICANE MILLS (1) 51.2 51.3 140 2.349 92 2.61 17 36 03602500 9.64 11.9 78.0 30.0 9.02 9.62 10.7 12.0 13.8 16.3 19.7 23.5 29.6 41.5 62.0 100 166 12.4 15.8 84.5 40.9 11.9 12.6 14.0 16.3 18.9 22.6 27.0 32.4 41.8 55.7 74.4 102 166 12.9 16.2 93.7 46.2 12.4 12.9 14.4 16.8 19.9 23.6 29.1 36.3 47.5 64.2 85.9 116 183 0.61 0.51 15.6 2.37 0.70 0.64 0.65 0.64 0.68 0.76 0.85 1.09 1.73 3.50 13.1 25.3 33.5 1102 03603471 36°05′49′′ 87°35′05′′ HURRICANE CREEK NEAR FEW CHAPEL (1) 12.1 11.4 120 2.344 49 2.87 7 9 03602500 1.01 1.26 19.7 5.10 0.94 1.00 1.11 1.25 1.43 1.70 2.05 3.00 4.70 8.40 16.9 23.6 39.1 1.34 1.82 18.6 7.25 1.31 1.42 1.61 1.91 2.28 2.92 3.72 4.99 7.13 10.8 16.1 23.1 38.5 1.92 2.66 20.7 9.49 1.85 2.01 2.29 2.79 3.43 4.50 5.70 7.28 9.75 13.5 19.0 26.6 42.2 0.53 0.53 3.27 1.87 0.61 0.50 0.53 0.56 0.66 0.78 0.84 1.04 1.32 2.82 6.80 16.7 25.8 1103 03603479 36°02′21′′ 87°38′22′′ HURRICANE CREEK AT NEW HOPE (1) 26.9 26.4 122 2.345 57 2.86 7 8 03602500 5.96 7.23 43.8 18.8 5.55 5.89 6.47 7.24 8.21 9.61 11.4 13.4 18.0 24.8 37.6 52.5 87.0 3.71 4.77 42.1 16.6 3.54 3.83 4.29 4.95 5.80 7.26 9.06 11.8 16.1 23.4 35.1 51.6 86.7 4.85 6.58 48.3 22.8 4.68 5.04 5.72 6.92 8.49 10.9 13.8 17.6 23.4 32.3 44.7 61.7 97.5 0.49 0.45 16.1 1.96 0.68 0.58 0.62 0.63 0.70 0.81 0.88 1.00 1.53 2.94 9.92 40.6 67.0

1104 03603486 36°02′14′′ 87°38′19′′ LITTLE HURRICANE CREEK NEAR MCEWEN (1) 14.2 14.4 133 2.345 72 2.73 4 4 03602500

2.49 3.09 23.1 8.70 2.30 2.46 2.73 3.09 3.56 4.24 5.13 6.16 8.40 12.4 19.9 27.7 45.92.25 2.91 23.0 9.23 2.12 2.28 2.56 2.98 3.49 4.31 5.33 6.77 9.29 13.5 19.7 28.4 47.03.08 4.03 26.0 12.3 2.96 3.14 3.53 4.16 4.98 6.10 7.58 9.54 12.6 17.3 23.7 32.8 51.60.48 0.48 12.5 2.00 0.56 0.46 0.49 0.51 0.60 0.73 0.81 1.01 1.48 3.05 9.45 32.8 38.6

1105 03603500 35°58′15′′ 87°46′54′′ HURRICANE CREEK AT HURRICANE MILLS (1) 75.1 75.0 132 2.349 74 2.75 6 19 03602500

17.4 21.1 122 57.0 16.1 17.1 18.9 21.3 24.3 28.6 34.2 40.6 55.0 77.0 105 147 24316.7 21.3 125 59.3 16.1 17.2 19.1 22.1 25.5 31.1 37.5 45.9 59.2 79.2 108 150 24816.9 21.9 139 68.3 16.2 17.2 19.3 22.9 27.7 34.2 42.7 53.6 70.6 95.8 129 175 275

1.07 0.89 14.7 3.89 1.28 1.24 1.29 1.25 1.27 1.35 1.51 2.03 2.74 4.63 12.6 22.7 30.1
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report163

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

1106 03603540 35°22′49′′ 87°22′54′′ WATER FORK NEAR HENRYVILLE (1) 21.4 21.5 140 2.394 80 1.99 7 12 03600500

7.27 10.4 37.0 22.5 6.57 7.36 8.50 10.2 12.1 14.9 17.2 20.5 23.8 27.5 32.5 39.6 66.34.46 6.03 37.5 17.1 4.64 5.01 5.61 6.62 7.71 9.53 11.5 14.1 17.9 24.0 32.3 44.4 73.34.47 5.70 39.0 16.8 4.32 4.55 5.08 5.88 6.93 8.31 10.3 12.9 17.4 24.2 33.7 47.1 76.40.66 0.64 9.46 3.03 0.83 0.72 0.76 0.78 0.89 1.08 1.26 1.64 2.64 5.02 12.5 20.2 15.9

1107 03603550 35°23′50′′ 87°23′14′′ BUFFALO RIVER AT HENRYVILLE (1) 60.2 60.8 140 2.393 80 2.00 3 6 03604000

9.62 13.6 108 44.0 9.75 10.4 11.9 14.5 17.6 22.9 28.6 36.0 47.4 64.3 89.5 122 198

12.6 17.0 105 49.7 12.9 13.9 15.6 18.6 21.8 27.0 32.8 39.9 50.3 66.4 90.3 126 20513.1 16.6 112 49.8 12.7 13.4 14.9 17.3 20.5 24.8 30.7 38.6 51.6 71.3 98.1 135 219

0.49 0.50 7.48 2.76 0.47 0.46 0.50 0.53 0.62 0.73 0.88 1.33 2.06 2.96 8.08 16.7 15.8

1108 03603560 35°26′01′′ 87°23′16′′ SAW CREEK AT BARNESVILLE (1) 12.1 11.7 140 2.392 80 2.19 6 14 03604000

3.87 5.05 21.8 12.5 3.91 4.12 4.58 5.39 6.31 7.79 9.32 11.2 12.9 15.7 19.4 24.6 39.82.57 3.37 20.3 9.36 2.46 2.65 2.96 3.47 4.05 5.00 6.05 7.45 9.79 13.2 17.7 23.9 39.32.45 3.14 21.4 9.13 2.37 2.49 2.78 3.22 3.80 4.54 5.60 7.06 9.45 13.2 18.5 25.9 41.80.56 0.56 8.56 3.15 0.49 0.41 0.45 0.53 0.73 1.07 1.33 1.77 2.45 4.51 9.51 15.3 14.0

1109 03603580 35°28′24′′ 87°28′04′′ BUFFALO R AT NATCHEZ TR PKWY BRIDGE (1) 101 102 140 2.391 80 2.16 4 11 03604000

23.0 30.2 174 101 23.3 24.5 27.2 31.9 37.2 45.8 54.5 65.5 84.0 112 150 205 33222.5 29.6 176 82.6 21.9 23.7 26.7 31.0 36.1 44.0 53.7 65.3 84.3 111 150 210 34322.9 29.0 190 87.0 22.1 23.3 25.9 30.4 36.1 43.8 54.2 68.0 90.5 124 169 231 371

0.49 0.46 7.06 2.55 0.47 0.48 0.51 0.53 0.60 0.74 0.93 1.40 2.11 3.25 7.80 15.5 16.2

1110 03603586 35°29′26′′ 87°31′33′′ GRINDERS CREEK NEAR OAK GROVE (1) 10.1 10.7 140 2.391 67 2.68 5 6 03600500

1.83 2.80 16.4 7.50 1.61 1.85 2.20 2.73 3.37 4.35 5.16 6.41 8.52 10.7 13.8 18.7 31.31.93 2.55 18.7 7.85 1.86 2.01 2.26 2.65 3.10 3.87 4.74 6.05 8.26 11.7 16.2 22.3 36.92.25 2.95 20.2 8.73 2.18 2.30 2.58 3.04 3.63 4.43 5.46 6.85 9.12 12.7 17.8 24.9 39.70.58 0.58 9.87 3.47 0.52 0.43 0.47 0.56 0.76 1.11 1.37 1.83 2.57 5.24 10.8 15.4 13.7

1111 03603590 35°27′52′′ 87°32′10′′ GRINDERS CREEK NEAR HOHENWALD (1) 15.3 15.8 140 2.392 69 2.67 4 5 03604000

3.36 4.28 26.3 11.8 3.38 3.54 3.89 4.49 5.15 6.20 7.26 9.40 12.8 17.4 22.7 31.1 50.32.79 3.84 27.4 11.8 2.81 3.05 3.44 4.10 4.87 6.18 7.64 9.64 12.6 17.3 23.6 32.6 53.93.39 4.41 29.9 13.1 3.28 3.46 3.88 4.56 5.45 6.65 8.20 10.3 13.7 19.0 26.5 36.8 58.80.56 0.58 8.82 3.18 0.55 0.47 0.51 0.59 0.78 1.10 1.35 1.82 2.51 4.81 10.6 15.3 14.2

1112 03603600 35°27′45′′ 87°32′08′′ BUFFALO RIVER ABOVE RIVERSIDE (1) 126 127 140 2.392 79 2.24 2 7 03604000

30.8 41.1 217 105 31.3 33.0 36.6 43.1 50.5 62.3 74.4 89.6 112 143 187 256 41428.5 37.0 220 105 27.2 29.4 32.9 38.5 44.7 55.0 67.3 82.6 107 141 189 265 43429.0 36.7 240 110 28.0 29.4 32.8 38.5 46.0 55.8 69.2 86.7 115 158 215 291 468

0.46 0.47 7.28 2.82 0.43 0.47 0.51 0.55 0.64 0.80 1.03 1.61 2.37 3.51 8.09 14.1 15.4
164 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 1113 03603660 35°25′53′′ 87°31′13′′ LITTLE BUFFALO RIVER NEAR NAPIER (1) 37.7 38.2 140 2.393 80 2.21 4 9 03604000 13.4 18.2 69.0 43.0 13.6 14.3 15.9 18.8 22.0 27.3 32.7 39.4 45.0 53.0 63.0 76.7 124 7.02 9.68 66.9 30.2 7.29 7.94 8.95 10.7 12.6 15.9 19.5 24.1 31.0 42.1 57.1 79.8 132 8.35 10.6 70.9 31.4 8.06 8.48 9.46 11.0 13.1 15.7 19.5 24.5 32.6 45.2 62.4 86.1 139 0.46 0.45 7.60 2.75 0.47 0.43 0.47 0.50 0.57 0.68 0.82 1.21 2.03 3.51 9.02 14.6 15.5 1114 03603690 35°26′21′′ 87°28′32′′ CHIEF CREEK AT NAPIER (1) 19.3 19.2 140 2.392 80 2.25 7 15 03604000 6.09 8.08 34.0 19.5 6.15 6.48 7.19 8.45 9.87 12.1 14.5 17.4 20.5 24.5 30.0 39.3 63.5 3.84 5.22 33.1 15.1 3.97 4.31 4.84 5.74 6.73 8.36 10.1 12.4 15.8 21.3 28.6 39.1 64.3 4.11 5.26 35.4 15.4 3.97 4.18 4.66 5.42 6.41 7.68 9.48 11.9 15.9 22.2 30.9 42.9 69.1 0.68 0.67 8.10 3.19 0.81 0.69 0.72 0.75 0.90 1.15 1.32 1.72 2.60 4.52 9.81 14.5 12.8 1115 03603693 35°26′48′′ 87°32′20′′ LITTLE BUFFALO RIVER NR HOHENWALD (1) 76.7 76.7 140 2.393 80 2.27 5 6 03604000 26.7 35.7 145 82.0 27.0 28.4 31.3 36.6 42.5 51.9 61.4 73.3 87.0 105 128 156 252 15.6 21.1 133 62.5 15.2 16.6 18.8 22.2 26.2 32.9 40.6 49.9 63.8 84.7 114 160 264 17.3 22.0 144 65.4 16.7 17.6 19.6 22.9 27.3 33.0 40.9 51.3 68.2 93.9 128 175 281 0.49 0.47 8.45 2.74 0.47 0.47 0.50 0.53 0.61 0.74 0.91 1.37 2.22 3.41 8.56 19.4 18.7 1116 03603710 35°26′32′′ 87°35′59′′ ALLENS CREEK AT RIVERSIDE (1) 6.57 6.50 128 2.393 86 2.40 4 5 03604000 2.52 3.35 12.0 7.70 2.55 2.68 2.95 3.44 3.99 4.87 5.75 6.85 8.00 9.30 11.2 13.4 21.6 1.11 1.59 11.2 5.22 1.10 1.20 1.39 1.67 1.98 2.47 3.01 3.84 5.14 6.95 9.70 13.2 21.6 1.23 1.61 11.9 4.91 1.19 1.25 1.41 1.65 1.96 2.35 2.94 3.76 5.10 7.23 10.2 14.5 23.3 0.50 0.50 9.07 2.97 0.48 0.38 0.41 0.48 0.67 0.97 1.22 1.59 2.22 5.00 10.7 14.2 12.8 1117 03603716 35°27′17′′ 87°36′32′′ ROCKHOUSE CREEK AT RIVERSIDE (1) 20.1 20.3 135 2.393 74 2.44 5 6 03604000 4.82 6.45 34.6 16.8 4.99 5.26 5.85 6.88 8.05 9.94 11.9 14.3 17.9 22.8 29.8 40.9 66.1 3.53 4.86 34.2 14.8 3.61 3.92 4.43 5.27 6.24 7.84 9.64 12.1 15.6 21.2 29.2 40.8 67.4 4.15 5.40 38.0 16.4 4.02 4.24 4.76 5.60 6.69 8.15 10.1 12.8 17.1 24.0 33.4 46.4 74.5 0.70 0.69 9.14 3.36 0.88 0.76 0.81 0.84 0.99 1.22 1.41 1.90 2.98 5.18 12.5 18.5 15.5

1118 03603720 35°30′06′′ 87°37′50′′ TRACE CREEK NEAR HOHENWALD (1) 13.4 13.4 140 2.392 79 2.27 6 11 03604000

2.43 3.26 23.0 9.40 2.45 2.59 2.88 3.40 3.98 4.93 5.90 7.70 10.2 14.2 19.8 27.3 44.12.80 3.73 23.2 10.6 2.73 2.95 3.31 3.90 4.59 5.71 6.95 8.51 11.1 14.9 20.1 27.4 45.12.84 3.65 24.7 10.6 2.75 2.89 3.23 3.75 4.43 5.30 6.54 8.24 11.0 15.4 21.5 30.0 48.20.55 0.57 9.00 3.45 0.52 0.44 0.49 0.59 0.85 1.33 1.73 2.20 2.76 4.72 10.1 15.5 14.2

1119 03603730 35°27′15′′ 87°37′10′′ TRACE CREEK NEAR RIVERSIDE (1) 24.6 24.7 139 2.393 78 2.35 7 12 03604000

4.92 6.70 42.3 17.5 4.97 5.24 5.84 6.90 8.10 10.1 12.1 14.6 19.1 25.8 36.4 50.0 80.94.93 6.75 43.1 19.7 5.17 5.60 6.27 7.43 8.73 10.9 13.2 16.2 20.7 27.7 37.2 51.4 85.05.31 6.82 46.1 20.2 5.13 5.40 6.04 7.06 8.38 10.1 12.5 15.7 21.0 29.2 40.5 56.1 90.00.67 0.65 8.92 2.91 0.80 0.70 0.75 0.77 0.86 0.94 1.09 1.45 2.34 4.20 10.7 16.5 13.6
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report165

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

1120 03603750 35°20′35′′ 87°39′38′′ FORTYEIGHT CREEK NEAR WAYNESBORO (1) 19.1 19.4 140 2.397 89 2.18 7 16 03604000

4.72 6.33 32.9 16.0 4.74 5.00 5.55 6.54 7.65 9.44 11.3 13.6 17.0 21.7 28.3 38.8 62.84.31 5.81 33.8 16.1 4.45 4.80 5.37 6.36 7.43 9.19 11.1 13.4 16.9 22.4 29.6 40.0 65.54.23 5.36 35.8 15.4 4.08 4.27 4.77 5.51 6.48 7.66 9.46 11.9 16.0 22.3 30.9 43.0 69.40.70 0.68 8.66 3.22 0.86 0.74 0.78 0.81 0.94 1.15 1.34 1.81 2.85 4.99 11.9 17.6 15.0

1121 03603770 35°26′02′′ 87°41′15′′ FORTYEIGHT CREEK AT TOPSY (1) 56.6 55.4 128 2.394 90 2.37 6 10 03604000

14.0 18.7 97.4 47.4 14.1 14.8 16.5 19.4 22.7 28.0 33.4 40.3 50.3 64.2 83.8 115 18610.7 14.3 92.5 41.8 10.6 11.5 12.9 15.4 18.1 22.7 27.8 34.0 43.7 58.8 79.2 112 181

11.4 14.7 105 45.8 11.0 11.6 13.0 15.3 18.4 22.2 27.9 35.5 47.9 66.8 91.7 127 203

0.48 0.49 7.06 3.03 0.51 0.50 0.54 0.59 0.68 0.82 0.98 1.46 2.25 3.12 8.31 15.7 13.2

1122 03603850 35°19′18′′ 87°45′38′′ GREEN RIVER AT WAYNESBORO (1) 22.8 23.4 140 2.399 83 2.71 13 21 03604000

2.96 3.97 34.5 10.1 3.00 3.16 3.51 4.13 4.83 5.97 7.13 8.60 10.7 16.4 27.7 46.4 75.04.92 6.72 41.2 19.3 5.13 5.56 6.23 7.39 8.64 10.7 13.0 15.9 20.2 26.8 35.7 48.7 80.25.33 6.83 44.9 19.6 5.16 5.39 6.03 7.06 8.40 10.0 12.4 15.5 20.6 28.7 39.6 54.7 87.00.67 0.65 9.47 3.61 0.85 0.74 0.78 0.81 0.93 1.15 1.33 1.78 3.05 5.61 12.7 19.1 15.5

1123 03603860 35°19′45′′ 87°45′40′′ HURRICANE CREEK AT WAYNESBORO (1) 12.3 12.3 140 2.398 90 2.39 3 4 03604000

1.98 2.96 21.2 10.3 2.00 2.16 2.50 3.14 3.91 5.26 6.74 8.75 10.9 13.9 18.2 25.0 40.53.13 4.07 21.6 10.4 3.01 3.23 3.60 4.23 4.90 5.96 7.09 8.47 10.8 14.1 19.0 25.4 41.52.71 3.45 22.9 9.74 2.61 2.73 3.05 3.53 4.15 4.89 6.03 7.59 10.2 14.2 19.8 27.6 44.30.56 0.57 8.32 3.29 0.51 0.43 0.47 0.56 0.80 1.22 1.56 2.04 2.65 4.90 9.92 14.1 13.2

1124 03603900 35°25′49′′ 87°46′24′′ GREEN RIVER NEAR TOPSY (1) 56.4 57.3 140 2.395 88 2.64 8 12 03604000

9.91 13.4 97.0 35.5 10.1 10.7 11.9 14.0 16.4 20.3 24.3 29.3 40.0 56.2 83.5 115 185

12.3 16.6 100 47.8 12.7 13.7 15.4 18.3 21.4 26.5 32.2 39.0 48.7 63.9 86.2 119 19313.6 17.3 110 49.8 13.2 13.8 15.4 18.0 21.4 25.5 31.5 39.5 52.4 72.3 98.4 134 213

0.49 0.50 7.47 2.76 0.47 0.46 0.49 0.53 0.61 0.73 0.88 1.33 2.06 2.96 8.08 16.5 15.4

1125 03604045 35°34′20′′ 87°48′08′′ HURRICANE CREEK AT LINDEN (1) 13.2 13.2 119 2.391 92 2.43 4 4 03604000

3.29 4.33 22.7 11.0 3.28 3.46 3.84 4.52 5.29 6.53 7.80 9.39 11.7 15.0 19.5 26.8 43.42.22 3.18 21.8 10.0 2.16 2.35 2.69 3.32 4.07 5.26 6.51 8.14 10.4 13.7 18.7 25.8 41.82.37 3.13 24.5 10.1 2.29 2.43 2.75 3.23 3.89 4.71 5.98 7.72 10.5 15.0 21.0 29.6 47.70.49 0.50 8.37 3.46 0.47 0.40 0.44 0.54 0.76 1.17 1.55 2.07 2.85 5.24 10.1 15.5 14.7

1126 03604050 35°37′15′′ 87°49′50′′ BUFFALO RIVER AT LINDEN (1) 516 517 126 2.389 84 2.42 4 4 03604000

126 169 888 432 128 135 150 177 207 255 305 367 458 585 764 1049 1697138 185 984 595 125 141 164 200 239 308 386 477 601 758 964 1274 1932

112 144 1008 476 108 115 129 154 188 233 294 374 500 684 915 1227 1963

0.98 1.06 7.11 2.47 0.86 1.05 1.10 1.24 1.48 1.73 1.87 2.40 2.79 3.38 5.00 7.67 13.9
166 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 1127 03604060 35°37′03′′ 87°49′23′′ SHORT CREEK NEAR LINDEN (1) 7.34 7.54 87 2.389 94 2.60 4 4 03604000 1.10 1.46 12.6 5.20 1.11 1.17 1.30 1.53 1.79 2.21 1.92 4.00 5.60 8.33 10.9 14.9 24.1 0.69 1.01 12.9 5.06 0.67 0.75 0.87 1.09 1.38 1.90 2.55 3.66 5.18 7.55 10.9 15.4 26.0 0.85 1.22 14.0 5.22 0.82 0.90 1.05 1.28 1.61 2.07 2.79 3.80 5.44 8.07 11.6 17.0 27.7 0.42 0.43 6.98 2.08 0.40 0.33 0.36 0.43 0.54 0.71 0.92 1.22 1.48 2.55 6.39 14.9 11.7 1128 03604120 35°38′05′′ 87°48′15′′ COON CREEK NEAR LINDEN (1) 21.0 20.6 103 2.389 91 2.21 4 4 03604000 2.43 3.33 36.1 10.8 2.46 2.61 2.93 3.51 4.18 5.28 6.43 7.91 12.1 18.6 31.1 42.7 69.1 1.80 2.73 33.8 11.9 1.78 1.97 2.28 2.89 3.71 5.14 6.86 9.21 13.1 19.2 28.1 41.6 68.3 2.95 4.05 37.7 15.1 2.87 3.09 3.53 4.23 5.19 6.49 8.49 11.2 15.7 22.6 31.9 45.5 74.2 0.52 0.50 5.70 2.09 0.47 0.42 0.46 0.54 0.71 0.92 1.00 1.12 1.48 2.31 6.27 14.4 11.6 1129 03604150 35°40′04′′ 87°47′36′′ BRUSH CREEK NEAR CHESTNUT GROVE (1) 15.2 15.3 97 2.388 92 2.47 4 4 03604000 2.76 3.67 26.1 10.5 2.79 2.94 3.27 3.85 4.51 5.57 6.67 8.50 11.5 16.0 22.5 30.9 50.0 1.24 1.87 25.3 9.27 1.22 1.37 1.59 2.02 2.58 3.54 4.77 6.78 9.85 14.6 21.2 30.5 50.7 2.05 2.86 28.3 11.2 1.99 2.15 2.47 2.99 3.71 4.69 6.19 8.27 11.6 16.9 23.9 34.3 55.8 0.48 0.48 8.54 2.11 0.42 0.37 0.41 0.47 0.59 0.78 1.01 1.19 1.53 2.69 7.86 15.9 11.3 1130 03604180 35°36′50′′ 87°35′46′′ EAST FORK CANE CREEK NR HOHENWALD (1) 15.2 15.2 140 2.388 75 2.34 7 7 03604000 4.21 5.62 26.1 12.7 3.77 3.98 4.42 5.20 6.09 7.52 8.98 10.8 13.5 17.2 22.5 30.9 50.0 2.96 4.02 26.3 11.8 2.95 3.20 3.59 4.27 5.05 6.34 7.78 9.67 12.5 16.9 22.8 31.2 51.4 3.23 4.16 28.0 12.2 3.12 3.29 3.67 4.28 5.07 6.13 7.56 9.50 12.7 17.6 24.6 34.2 54.9 0.57 0.59 8.71 3.24 0.56 0.48 0.52 0.60 0.81 1.14 1.39 1.84 2.51 4.74 10.4 15.2 14.1 1131 03604200 35°38′53′′ 87°39′39′′ CANE CREEK AT FARMERS EXCHANGE (1) 45.1 45.2 127 2.387 77 2.30 8 11 03604400 13.5 17.4 77.7 40.0 13.7 14.5 16.1 18.5 21.7 26.8 32.3 36.0 43.5 54.1 71.7 97.7 155 8.03 10.7 75.7 33.1 7.96 8.64 9.67 11.4 13.5 17.1 21.0 26.1 34.6 47.7 64.3 90.8 150 8.73 11.4 84.1 36.9 8.45 8.98 10.1 11.9 14.4 17.8 22.3 28.5 38.4 53.5 74.1 103 165 0.83 0.77 7.63 3.70 1.04 0.97 1.02 1.04 1.09 1.15 1.24 1.67 2.65 3.89 9.50 14.3 13.5

1132 03604240 35°42′32′′ 87°46′30′′ CANE CREEK NEAR BEARDSTOWN (1) 83.6 83.9 121 2.387 81 2.26 4 4 03604400

21.2 27.4 143 68.2 21.4 22.7 25.1 28.9 33.7 41.4 49.8 60.4 76.2 99.6 132 180 28516.7 21.6 137 61.3 15.9 17.2 19.3 22.5 26.3 32.6 39.9 48.8 63.6 85.8 116 167 27715.7 20.6 157 69.3 15.1 16.1 18.2 21.7 26.3 32.6 41.5 53.2 72.1 101 138 191 308

1.01 0.88 9.28 3.38 1.16 1.15 1.23 1.23 1.29 1.38 1.50 1.97 2.66 3.71 10.4 21.0 18.0

1133 03604600 36°03′19′′ 87°46′39′′ BLUE CREEK AT HWY 13 NEAR WAVERLY (1) 24.8 24.2 133 2.348 81 2.69 4 17 03602500

5.97 7.50 40.3 19.9 6.19 6.59 7.27 8.17 9.32 11.0 13.1 15.6 19.4 25.4 34.7 48.4 80.24.85 6.09 39.2 17.8 4.57 4.89 5.42 6.18 7.19 8.79 10.8 13.3 17.5 24.4 34.3 48.7 78.35.41 6.98 44.0 21.0 5.19 5.48 6.15 7.22 8.62 10.4 13.0 16.3 21.6 29.5 40.1 55.1 86.70.48 0.45 8.75 1.61 0.61 0.51 0.54 0.55 0.60 0.66 0.71 0.84 1.27 2.32 6.88 20.7 36.4
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report167

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

1134 03604620 36°02′02′′ 87°49′16′′ BLUE CREEK NEAR WAVERLY (1) 31.3 31.0 135 2.350 82 2.69 5 6 03602500

8.48 10.3 50.9 25.1 7.82 8.32 9.18 10.3 11.8 13.9 16.5 19.6 24.5 32.1 43.8 61.1 1016.73 8.38 49.4 23.0 6.34 6.78 7.47 8.48 9.80 11.8 14.3 17.4 22.7 31.3 43.5 61.7 1007.14 9.15 56.6 27.2 6.85 7.21 8.08 9.48 11.3 13.7 16.9 21.3 28.0 38.2 51.7 70.7 1110.44 0.40 9.74 1.61 0.52 0.46 0.49 0.50 0.55 0.62 0.68 0.82 1.23 2.24 6.90 19.7 31.8

1137 03605200 36°06′20′′ 87°42′35′′ TRACE CREEK AT GORMAN (0) 10.8 11.1 120 2.345 52 2.87 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

1.35 1.81 17.9 7.10 1.31 1.43 1.61 1.90 2.27 2.89 3.67 4.86 6.94 10.4 15.6 22.4 37.21.88 2.60 20.1 9.17 1.82 1.97 2.25 2.72 3.34 4.35 5.50 7.04 9.43 13.1 18.4 25.8 40.80.52 0.52 3.27 1.88 0.61 0.50 0.53 0.56 0.65 0.78 0.84 1.04 1.33 2.82 6.77 16.4 25.6

1138 03605500 36°05′10′′ 87°48′04′′ TRACE CREEK AT WAVERLY (1) 20.1 20.5 121 2.348 66 2.81 6 10 03602500

0.71 0.88 25.0 3.50 0.66 0.70 0.78 0.88 1.01 1.20 1.44 1.72 3.20 6.80 16.4 39.3 65.02.84 3.68 32.3 13.0 2.66 2.89 3.25 3.80 4.48 5.67 7.15 9.18 12.6 18.2 27.1 40.1 67.03.81 5.12 37.3 17.3 3.67 3.93 4.46 5.35 6.53 8.26 10.4 13.3 17.8 24.6 34.1 47.3 74.70.47 0.45 14.2 2.06 0.65 0.55 0.59 0.60 0.67 0.79 0.87 1.04 1.55 2.95 8.35 27.9 57.7

1139 03605550 36°04′40′′ 87°52′09′′ TRACE CREEK NEAR DENVER (1) 30.4 30.6 121 2.352 72 2.79 8 8 03602500

1.61 2.01 49.5 8.60 1.47 1.59 1.78 2.04 2.37 2.87 3.53 4.30 8.10 17.2 42.5 59.4 98.34.25 5.42 48.2 18.9 3.98 4.32 4.83 5.58 6.55 8.27 10.4 13.3 18.2 26.8 40.5 59.7 99.75.87 7.84 56.3 26.2 5.66 6.05 6.85 8.20 9.99 12.5 15.9 20.2 27.0 37.3 51.3 70.8 1120.46 0.44 10.8 2.01 0.63 0.56 0.60 0.61 0.68 0.77 0.83 0.99 1.47 2.70 9.50 24.6 28.2

1140 03605720 36°10′16′′ 87°51′56′′ BIG RICHLAND CREEK NR HALLS CREEK (1) 51.1 50.6 120 2.347 88 2.63 4 4 03602500

11.3 13.4 83.1 36.8 10.5 11.1 12.2 13.7 15.6 18.2 21.6 27.0 35.0 48.5 71.5 99.8 165

9.37 11.5 80.7 35.5 8.81 9.39 10.3 11.8 13.6 16.6 20.4 25.6 34.4 49.0 71.1 101 164

10.2 13.4 92.3 43.8 9.82 10.4 11.8 14.0 16.9 20.8 26.4 33.7 45.0 61.9 83.8 115 182

0.68 0.59 15.2 2.75 0.92 0.85 0.88 0.87 0.93 1.05 1.18 1.46 1.96 3.49 10.4 15.0 23.6

1141 03605810 36°08′45′′ 87°52′13′′ LITTLE RICHLAND CREEK NEAR TRINITY (1) 18.0 17.9 120 2.348 94 2.60 4 4 03602500

1.01 1.88 29.3 14.5 0.79 0.96 1.32 1.92 2.92 4.93 8.70 11.3 14.1 18.5 25.2 35.2 58.22.65 3.37 27.0 11.0 2.45 2.65 2.97 3.47 4.06 5.03 6.30 8.01 10.6 15.1 22.8 33.7 56.03.53 4.62 32.1 14.7 3.39 3.59 4.06 4.78 5.74 6.94 8.78 11.3 15.1 21.0 28.7 39.9 63.10.48 0.47 12.6 2.01 0.62 0.52 0.55 0.57 0.67 0.82 0.91 1.05 1.52 2.85 7.49 21.3 34.4

1142 03605953 36°11′59′′ 87°39′11′′ WHITEOAK CREEK NEAR SILVERTOP (1) 24.8 24.9 120 2.342 72 2.73 6 7 03602500

2.88 3.82 36.6 13.5 2.59 2.83 3.25 3.83 4.61 5.81 7.47 9.50 13.0 19.1 29.5 48.4 80.23.77 4.81 39.5 16.7 3.52 3.79 4.24 4.93 5.84 7.40 9.34 11.9 16.0 23.0 34.0 49.8 82.24.72 6.31 45.1 21.2 4.54 4.86 5.51 6.59 8.01 10.1 12.7 16.3 21.7 30.0 41.2 57.0 90.00.44 0.42 16.1 1.74 0.60 0.52 0.55 0.56 0.63 0.73 0.81 0.92 1.34 2.60 8.50 20.2 46.5
168 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Central and East Tennessee region--continued 1143 03605968 36°14′22′′ 87°47′06′′ WHITEOAK CREEK NEAR CONCORD (1) 54.5 56.1 120 2.343 84 2.66 7 13 03602500 7.16 8.87 88.7 27.2 6.63 7.07 7.84 8.85 10.1 12.0 14.5 17.3 26.0 43.0 76.2 106 176 10.4 12.9 89.7 39.8 9.88 10.6 11.6 13.3 15.3 18.8 23.1 29.1 39.1 54.7 78.4 111 182

11.3 14.9 102 49.1 10.9 11.6 13.1 15.6 18.9 23.3 29.6 37.8 50.4 69.1 93.5 128 202

0.71 0.61 17.2 3.00 0.98 0.91 0.94 0.93 0.98 1.11 1.25 1.55 2.14 3.80 11.2 13.8 21.3

1144 03606020 36°20′46′′ 87°51′03′′ HURRICANE CREEK NR STEWART (1) 13.4 13.5 120 2.340 91 2.14 4 10 03436690

1.78 2.14 19.5 8.30 1.79 1.88 2.07 2.32 2.62 3.38 4.23 5.51 7.46 11.0 16.3 23.8 40.62.17 2.75 20.6 8.77 2.01 2.17 2.44 2.83 3.31 4.04 5.01 6.35 8.42 12.0 17.8 25.6 42.52.50 3.26 23.1 10.5 2.39 2.55 2.87 3.36 4.00 4.86 6.15 7.90 10.6 14.8 20.4 28.7 45.80.50 0.51 3.08 1.73 0.59 0.49 0.52 0.54 0.64 0.77 0.83 0.99 1.23 2.43 6.43 17.8 29.6

1145 03606125 36°26′13′′ 87°59′57′′ STANDING ROCK CREEK NR FORT HENRY (1) 22.6 23.3 120 2.338 84 2.42 6 14 03602500

2.31 2.91 31.0 8.60 2.12 2.28 2.56 2.93 3.42 4.14 5.09 6.22 8.06 13.5 23.3 44.2 73.13.67 4.66 37.1 16.6 3.42 3.70 4.14 4.83 5.70 7.23 9.19 11.9 15.8 22.1 31.8 45.8 75.44.47 5.88 41.1 19.3 4.29 4.57 5.16 6.10 7.34 9.03 11.4 14.6 19.6 27.0 37.0 51.4 81.60.50 0.49 6.23 1.50 0.64 0.54 0.58 0.58 0.65 0.76 0.84 0.91 1.18 1.84 4.36 14.9 50.4

West Tennessee Region

991 03593115 35°05′33′′ 88°20′23′′ LICK CREEK NEAR HAMBURG (1) 30.8 31.4 65 2.428 46 1.02 6 8 03593800

2.99 3.70 33.0 8.23 2.77 2.97 3.24 3.85 4.66 5.74 6.62 7.69 9.34 11.9 23.9 54.5 84.40.49 0.97 39.7 10.6 0.46 0.61 0.77 1.02 1.34 1.91 2.74 3.96 6.21 10.5 19.7 41.4 86.60.57 1.06 42.1 11.4 0.53 0.69 0.85 1.12 1.42 2.05 2.94 4.00 5.41 9.82 24.0 49.2 90.70.29 0.44 8.29 2.34 0.36 0.33 0.38 0.39 0.40 0.40 0.43 0.54 0.83 1.23 1.58 2.30 10.3

992 03593303 35°10′30′′ 88°23′20′′ CLEAR CREEK NEAR WEST SHILOH (1) 9.74 9.80 65 2.416 51 1.25 6 8 03593800

0.62 0.90 11.5 3.21 0.55 0.61 0.71 0.94 1.27 1.79 2.26 2.88 3.95 5.82 9.35 16.0 26.70.31 0.56 13.1 3.85 0.30 0.37 0.45 0.57 0.72 0.94 1.27 1.73 2.56 4.09 7.13 13.9 27.00.19 0.34 13.1 3.59 0.17 0.22 0.27 0.36 0.46 0.65 0.92 1.31 1.82 3.12 6.95 14.4 27.20.23 0.35 7.36 1.71 0.43 0.32 0.35 0.35 0.35 0.33 0.35 0.43 0.66 1.03 1.17 2.08 9.91

993 03593307 35°08′30′′ 88°22′14′′ OWL CREEK NEAR HURLEY (1) 33.2 33.2 65 2.418 40 1.12 4 4 03593800

1.11 1.42 29.0 3.07 1.03 1.10 1.20 1.43 1.73 2.14 2.47 2.87 3.49 7.40 19.6 58.7 91.00.38 0.82 40.3 10.2 0.36 0.50 0.64 0.87 1.15 1.67 2.48 3.68 5.88 10.2 19.5 41.8 88.40.45 0.90 43.3 10.8 0.42 0.56 0.71 0.96 1.26 1.85 2.75 4.50 6.19 10.8 24.7 50.8 96.20.28 0.43 8.38 2.36 0.35 0.33 0.37 0.38 0.40 0.39 0.42 0.53 0.81 1.20 1.56 2.42 10.9

1003 03594050 35°21′41′′ 88°27′14′′ WHITE OAK CREEK NEAR ENVILLE (1) 7.40 7.44 126 2.407 64 1.92 3 4 03594058

0.11 0.30 12.9 3.66 0.12 0.15 0.19 0.36 0.63 1.09 1.57 2.28 3.26 4.99 8.11 13.1 24.10.57 0.86 10.6 3.74 0.55 0.64 0.73 0.90 1.11 1.42 1.84 2.31 3.05 4.35 6.80 11.5 21.10.41 0.62 10.5 3.59 0.38 0.45 0.52 0.65 0.79 1.05 1.39 2.07 2.70 3.91 6.52 11.6 21.60.25 0.26 8.81 1.59 0.43 0.22 0.24 0.26 0.27 0.28 0.31 0.34 0.53 0.91 1.01 3.93 18.9
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report169

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

West Tennessee region--continued

1004 03594112 35°26′13′′ 88°22′19′′ MIDDLETON CREEK NEAR CENTER POINT (1) 31.0 31.2 131 2.404 51 1.59 6 11 03593800

2.23 3.25 38.1 10.3 2.01 2.23 2.54 3.30 4.39 6.01 7.43 9.30 12.5 18.5 30.8 54.8 84.91.47 2.25 42.9 13.3 1.34 1.55 1.83 2.36 3.01 4.14 5.31 6.65 9.26 14.0 24.2 45.4 92.41.33 2.20 42.7 13.8 1.23 1.52 1.81 2.32 2.87 3.93 5.39 8.38 11.0 16.1 28.7 50.4 95.40.29 0.33 11.3 2.05 0.35 0.25 0.28 0.31 0.33 0.35 0.37 0.40 0.60 0.95 1.21 3.13 17.4

1005 035941245 35°22′18′′ 88°17′11′′ FLATS CREEK NEAR SALTILLO (0) 4.82 4.87 65 2.407 30 0.97 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.08 0.21 6.00 1.48 0.08 0.12 0.16 0.23 0.30 0.40 0.59 0.82 1.19 2.01 3.69 7.19 12.00.03 0.07 5.95 1.13 0.02 0.04 0.05 0.08 0.11 0.16 0.27 0.47 0.70 1.24 3.29 6.85 13.20.17 0.26 6.07 1.41 0.40 0.27 0.30 0.31 0.31 0.30 0.31 0.38 0.60 0.96 0.95 1.88 6.85

1010 035941625 35°25′06′′ 88°09′31′′ STEWMAN CREEK NEAR UNITY (1) 18.8 18.8 64 2.400 40 1.11 8 9 03593800

1.22 1.75 25.9 5.92 1.08 1.21 1.38 1.81 2.44 3.38 4.22 5.32 7.21 11.5 20.2 33.3 51.50.25 0.54 23.5 5.76 0.24 0.33 0.42 0.57 0.76 1.05 1.53 2.24 3.56 6.13 11.7 25.0 50.30.23 0.47 24.0 5.90 0.21 0.29 0.37 0.51 0.66 0.98 1.46 2.25 3.30 5.49 12.8 26.8 53.20.24 0.36 7.67 1.75 0.34 0.28 0.31 0.32 0.33 0.32 0.35 0.43 0.66 1.04 1.31 2.64 11.8

1017 03594422 35°37′44′′ 88°23′11′′ BEECH R STATE HWY 104 NR LEXINGTON (1) 49.5 49.4 242 2.396 78 2.24 3 4 03594430

10.9 13.5 71.8 25.8 10.7 11.4 11.9 13.4 14.9 17.2 19.5 21.7 24.5 27.9 40.2 80.7 122

8.75 10.9 72.5 34.9 8.31 8.88 9.64 10.9 12.5 15.3 18.4 22.1 27.9 36.0 51.0 78.7 1618.84 10.7 73.2 34.1 8.18 8.80 9.43 11.0 12.5 15.6 18.9 24.6 30.8 38.8 54.0 84.7 1600.31 0.33 14.4 2.55 0.39 0.22 0.22 0.25 0.27 0.33 0.41 0.51 0.85 1.44 1.81 3.02 16.4

1018 03594424 35°38′34′′ 88°22′14′′ OWL CREEK NR LEXINGTON (1) 2.50 2.52 250 2.395 85 2.42 4 4 03594430

1.11 1.36 4.04 2.57 1.12 1.19 1.24 1.39 1.54 1.75 1.97 2.19 2.45 2.77 3.25 4.08 6.150.47 0.65 3.85 1.99 0.45 0.50 0.56 0.67 0.80 0.98 1.20 1.42 1.70 2.12 2.82 3.87 7.430.36 0.46 3.73 1.56 0.33 0.36 0.40 0.48 0.55 0.69 0.84 1.05 1.35 1.73 2.52 3.99 7.380.18 0.19 8.22 1.18 0.39 0.10 0.10 0.11 0.12 0.15 0.20 0.26 0.48 1.01 0.85 3.16 16.3

1135 03604750 35°52′53′′ 88°08′39′′ BIRDSONG CREEK AT HOLLADAY (1) 15.7 15.6 80 2.372 77 2.14 10 11 03606500

0.34 0.55 22.1 7.47 0.28 0.34 0.41 0.55 0.77 1.30 2.02 3.13 4.92 7.79 14.0 23.2 49.51.06 1.43 22.5 7.81 1.00 1.11 1.23 1.46 1.74 2.22 2.72 3.45 4.83 7.17 11.9 23.0 47.40.97 1.33 21.7 8.43 0.89 1.02 1.13 1.37 1.59 2.10 2.66 3.57 5.19 6.95 10.6 21.2 44.80.22 0.34 9.20 1.99 0.37 0.28 0.32 0.33 0.33 0.32 0.35 0.44 0.70 1.13 1.34 2.95 15.4

1136 03605060 36°02′07′′ 88°05′28′′ CYPRESS CREEK AB HWY 70 NR CAMDEN (0) 17.6 17.8 65 2.360 49 1.51 1 -- --

-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --

0.36 0.68 23.3 6.28 0.34 0.44 0.55 0.71 0.92 1.27 1.76 2.47 3.81 6.33 11.7 24.4 49.00.34 0.62 22.7 6.56 0.31 0.41 0.50 0.66 0.83 1.19 1.69 2.52 4.01 5.65 10.8 22.8 50.50.25 0.37 8.92 2.00 0.36 0.29 0.32 0.33 0.34 0.33 0.35 0.44 0.67 1.06 1.33 3.36 16.5
170 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ West Tennessee region--continued 1146 03606250 35°46′06′′ 88°21′50′′ SCARCE CREEK AT WILDERSVILLE (1) 10.4 10.4 250 2.390 85 2.42 4 4 03606500 1.54 1.91 14.7 6.80 1.41 1.53 1.68 1.96 2.30 2.97 3.70 4.57 5.60 7.00 10.4 15.4 32.8 1.80 2.25 15.5 7.53 1.72 1.82 1.97 2.27 2.64 3.28 4.00 4.85 6.14 7.88 11.0 16.4 32.7 1.82 2.21 15.4 7.01 1.67 1.81 1.94 2.28 2.59 3.22 3.88 4.84 6.21 7.70 10.7 16.9 32.0 0.21 0.23 10.6 1.35 0.35 0.12 0.12 0.14 0.15 0.19 0.24 0.29 0.54 1.12 1.45 4.62 17.5 1147 03606280 35°46′57′′ 88°22′00′′ BIG SANDY RIVER NEAR WILDERSVILLE (1) 41.4 41.5 225 2.389 77 2.22 5 7 03606500 5.45 6.85 58.4 27.0 5.04 5.44 5.93 6.81 7.89 9.94 12.1 14.7 20.5 28.0 41.4 61.2 131 5.95 7.52 60.6 27.2 5.62 6.05 6.62 7.60 8.82 11.0 13.5 16.5 21.4 28.3 41.3 65.7 135 6.69 8.22 60.8 27.8 6.18 6.71 7.24 8.48 9.68 12.2 14.8 19.2 24.6 30.8 43.2 69.0 133 0.31 0.32 16.5 2.12 0.35 0.20 0.21 0.23 0.24 0.28 0.34 0.41 0.67 1.20 1.60 3.31 19.0 1148 03606290 35°49′40′′ 88°23′23′′ MUD CREEK NEAR CLARKSBURG (0) 11.3 11.1 143 2.388 63 1.64 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 0.81 1.21 15.9 5.59 0.77 0.89 1.02 1.25 1.54 2.00 2.57 3.25 4.43 6.46 10.3 17.0 32.0 0.69 1.04 15.5 5.52 0.63 0.75 0.87 1.08 1.31 1.73 2.28 2.79 3.88 5.38 9.66 16.9 33.0 0.27 0.27 10.1 1.62 0.44 0.22 0.23 0.25 0.26 0.27 0.30 0.33 0.51 0.88 1.08 4.97 23.6 1149 03606300 35°50′53′′ 88°20′38′′ BIG SANDY RIVER AT YUMA (1) 88.2 88.2 218 2.386 74 2.05 4 4 03606500 17.3 21.3 124 67.7 16.0 17.2 18.8 21.5 24.9 31.3 38.1 46.1 56.3 69.0 89.4 130 278 14.0 17.6 130 61.4 13.3 14.3 15.6 17.8 20.4 25.1 30.5 37.0 46.8 61.2 87.7 140 292 14.3 17.5 129 59.6 13.2 14.3 15.4 18.0 20.5 25.9 31.6 39.5 51.2 64.1 92.2 148 289 0.42 0.44 12.3 3.13 0.39 0.31 0.31 0.35 0.37 0.43 0.51 0.62 0.98 1.57 1.96 3.65 20.2 1150 03606305 35°51′06′′ 88°19′43′′ MORRIS CREEK NEAR YUMA (1) 11.3 11.3 250 2.385 84 2.27 4 4 03606500 2.68 3.28 15.9 9.20 2.49 2.67 2.90 3.29 3.77 4.67 5.61 6.72 8.00 9.40 11.3 16.7 35.7 1.90 2.42 16.8 8.11 1.78 1.93 2.11 2.44 2.86 3.57 4.36 5.28 6.66 8.55 11.9 17.8 35.5 1.95 2.38 16.7 7.59 1.79 1.94 2.09 2.46 2.80 3.48 4.19 4.93 6.45 7.99 11.5 18.1 34.8 0.19 0.21 10.7 1.38 0.35 0.12 0.12 0.14 0.15 0.19 0.24 0.30 0.54 1.13 1.49 5.02 18.2

1151 03606350 35°53′34′′ 88°18′32′′ BIG SANDY RIVER AT WESTPORT (1) 110 110 225 2.383 76 2.07 13 19 03606500

19.0 24.0 156 81.8 17.4 18.9 20.7 24.0 28.0 35.8 44.2 54.2 67.2 83.4 110 164 35317.7 22.2 163 76.3 16.9 18.1 19.7 22.4 25.7 31.6 38.4 46.6 59.3 78.0 112 180 37119.9 23.7 161 77.1 18.5 19.7 21.0 24.4 27.5 34.5 41.8 50.9 66.2 81.6 116 184 363

0.41 0.45 14.5 4.12 0.41 0.32 0.32 0.36 0.40 0.44 0.51 0.61 1.00 1.53 1.86 3.39 20.8

1152 03606355 35°54′38′′ 88°19′25′′ BACON CREEK NEAR WESTPORT (1) 13.9 13.8 217 2.383 74 1.92 4 4 03606500

0.21 0.27 19.6 2.50 0.19 0.21 0.23 0.28 0.33 0.44 0.55 0.70 1.25 2.60 6.00 20.5 43.91.75 2.31 20.5 8.84 1.62 1.79 1.98 2.34 2.79 3.59 4.45 5.47 7.23 9.78 14.3 21.7 42.41.68 2.22 19.8 8.32 1.55 1.74 1.92 2.31 2.68 3.42 4.26 4.89 6.60 8.44 13.4 21.8 42.30.22 0.23 11.2 1.51 0.37 0.16 0.16 0.17 0.19 0.22 0.27 0.33 0.59 1.20 1.61 4.88 19.5
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report171

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

West Tennessee region--continued

1153 03606360 35°55′24′′ 88°17′55′′ MAPLE CREEK NEAR WESTPORT (1) 11.6 11.7 250 2.382 84 2.17 4 4 03606500

2.10 2.60 16.4 8.66 1.88 2.04 2.24 2.58 3.01 3.83 4.71 5.77 7.13 8.83 11.6 17.1 36.61.95 2.49 17.3 8.35 1.84 1.99 2.17 2.51 2.94 3.68 4.49 5.44 6.86 8.81 12.3 18.3 36.72.02 2.46 17.1 7.84 1.86 2.01 2.16 2.54 2.89 3.60 4.34 4.84 6.44 7.95 11.7 18.5 36.00.19 0.21 10.9 1.40 0.35 0.12 0.12 0.14 0.15 0.19 0.24 0.30 0.54 1.13 1.50 5.21 18.7

1154 03606370 35°56′32′′ 88°15′06′′ BLUNT CREEK NEAR GARRETTSBURG (1) 14.4 14.4 250 2.372 85 2.39 4 4 03606500

0.91 1.15 19.8 6.00 0.83 0.91 1.00 1.17 1.38 1.80 2.26 2.81 4.10 6.30 10.6 21.3 45.52.37 3.02 21.3 9.97 2.23 2.41 2.63 3.05 3.56 4.45 5.42 6.57 8.35 10.8 15.2 23.2 45.32.65 3.18 21.1 9.92 2.44 2.62 2.80 3.28 3.71 4.60 5.52 6.47 8.74 10.3 14.2 22.5 44.80.18 0.19 11.3 1.38 0.32 0.12 0.12 0.14 0.15 0.19 0.24 0.30 0.54 1.12 1.52 5.03 20.8

1155 03606502 36°02′54′′ 88°14′29′′ CHERRY CREEK AT BRUCETON (1) 13.2 13.2 270 2.364 84 2.17 4 4 03606500

1.41 1.79 18.0 6.20 1.30 1.40 1.53 1.76 2.04 2.57 3.13 3.81 4.66 6.60 10.2 19.5 41.72.44 3.05 19.6 9.35 2.30 2.47 2.68 3.07 3.54 4.34 5.20 6.19 7.77 10.0 14.0 20.9 41.22.46 2.97 19.2 9.05 2.26 2.44 2.61 3.06 3.48 4.31 5.18 5.43 7.60 8.84 12.9 20.2 41.20.18 0.19 11.3 1.36 0.31 0.11 0.11 0.12 0.13 0.17 0.22 0.28 0.51 1.07 1.41 5.09 22.0

1156 03606507 36°03′48′′ 88°14′32′′ ALLEN CREEK NEAR BRUCETON (1) 7.80 7.87 267 2.363 83 2.14 4 4 03606500

1.21 1.51 11.0 5.40 1.11 1.21 1.32 1.51 1.76 2.22 2.71 3.30 4.20 5.60 7.80 11.5 24.61.47 1.84 11.8 5.77 1.40 1.49 1.61 1.86 2.16 2.66 3.21 3.84 4.83 6.19 8.59 12.5 24.61.31 1.63 11.4 5.16 1.20 1.31 1.42 1.69 1.93 2.40 2.91 3.03 4.28 5.01 7.49 11.8 24.00.21 0.22 12.0 1.39 0.34 0.11 0.11 0.12 0.14 0.17 0.22 0.28 0.52 1.12 1.36 5.46 21.6

1157 03606554 36°09′31′′ 88°11′15′′ BEAR CREEK NEAR SPRING CREEK (1) 26.5 26.5 221 2.358 86 2.13 4 4 03606500

6.56 8.17 37.5 24.0 6.05 6.54 7.14 8.21 9.53 12.1 14.7 17.9 20.5 24.0 29.5 39.2 83.63.79 4.80 38.9 17.9 3.55 3.83 4.20 4.84 5.67 7.25 9.07 11.3 14.9 19.7 28.5 44.6 88.65.02 5.89 38.4 18.8 4.63 4.92 5.23 6.05 6.79 8.42 10.0 10.3 14.6 16.9 24.5 39.9 83.50.19 0.20 13.7 1.69 0.33 0.16 0.16 0.17 0.18 0.21 0.26 0.32 0.59 1.20 1.83 5.07 26.0

1158 03607190 36°13′44′′ 88°15′50′′ WEST SANDY CREEK NEAR VAN DYKE (1) 7.60 7.51 170 2.354 63 1.50 4 4 03606500

3.91 4.89 16.6 12.7 3.62 3.90 4.25 4.87 5.63 7.06 8.59 10.4 11.6 13.0 14.5 17.1 24.00.70 1.03 10.9 4.29 0.66 0.77 0.88 1.06 1.29 1.63 2.08 2.57 3.43 4.80 7.29 11.4 22.10.50 0.75 10.2 3.74 0.46 0.55 0.63 0.79 0.96 1.26 1.66 1.66 2.56 3.24 6.11 10.5 22.30.23 0.23 15.3 1.97 0.44 0.19 0.20 0.21 0.22 0.24 0.29 0.35 0.57 1.04 1.16 5.94 24.1

1159 03607200 36°15′37′′ 88°12′10′′ WEST SANDY CREEK NEAR SPRINGVILLE (1) 47.9 48.2 213 2.353 73 1.70 7 11 03606500

12.7 15.0 67.5 38.8 11.9 12.7 13.6 15.2 17.1 20.6 24.3 28.4 33.4 39.4 48.7 70.8 151

6.40 8.26 70.8 31.6 5.98 6.55 7.19 8.33 9.74 12.4 15.3 18.7 24.3 32.4 47.3 75.4 1576.82 8.63 68.0 31.0 6.31 6.94 7.55 8.93 10.3 13.0 16.1 15.5 22.9 27.1 44.2 72.4 1550.29 0.30 22.7 2.67 0.37 0.23 0.23 0.25 0.26 0.30 0.36 0.44 0.73 1.30 1.78 4.25 25.1
172 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ West Tennessee region--continued 1160 03607230 36°19′56′′ 88°13′25′′ HOLLEY FORK CREEK NEAR NOBLES (1) 32.8 32.7 205 2.350 67 1.49 7 16 03606500 5.77 7.15 46.2 24.5 5.33 5.78 6.32 7.30 8.51 10.8 13.3 16.3 20.2 25.0 32.8 48.5 104 3.69 4.85 47.5 20.0 3.37 3.77 4.17 4.89 5.78 7.45 9.28 11.4 15.2 20.7 31.0 49.4 103 3.52 4.78 45.2 19.1 3.26 3.69 4.12 4.98 5.84 7.53 9.56 8.76 13.4 16.2 29.0 47.9 103 0.29 0.30 23.3 2.67 0.40 0.23 0.23 0.25 0.26 0.30 0.36 0.44 0.74 1.33 1.67 4.12 23.8 1161 03607265 36°18′51′′ 88°17′15′′ BAILEY FORK CREEK NEAR PARIS (1) 14.3 14.8 324 2.351 92 2.06 3 4 03606500 4.98 6.00 21.1 15.0 4.63 4.96 5.36 6.06 6.92 8.51 10.2 12.1 13.5 15.3 17.8 21.1 45.1 3.54 4.18 21.6 11.1 3.30 3.51 3.77 4.15 4.65 5.56 6.58 7.74 9.49 11.7 15.6 23.4 47.0 3.86 4.34 21.7 11.2 3.55 3.70 3.89 4.46 4.97 6.03 7.05 6.12 8.85 9.85 14.6 22.4 46.9 0.18 0.19 12.2 1.33 0.24 0.07 0.07 0.09 0.10 0.13 0.17 0.23 0.44 0.96 1.36 5.15 26.0 1162 07024200 36°03′52′′ 88°24′17′′ CROOKED CREEK NEAR HUNTINGDON (1) 26.5 26.2 341 2.359 63 1.55 6 10 03606500 7.33 8.24 37.4 19.8 7.00 7.33 7.71 8.36 9.13 10.5 11.8 13.2 16.3 20.2 26.5 39.2 83.6 4.99 5.83 37.9 17.1 4.73 4.98 5.26 5.74 6.34 7.40 8.43 9.57 12.4 16.8 24.8 36.8 77.5 3.36 4.64 36.5 15.4 3.10 3.55 3.98 4.86 5.76 7.36 9.40 9.17 13.3 15.7 27.3 41.2 84.6 0.17 0.18 12.3 1.27 0.19 0.06 0.06 0.07 0.09 0.11 0.15 0.19 0.37 0.78 1.08 3.12 21.3 1163 07024250 36°05′24′′ 88°25′07′′ GUINS CREEK NEAR HUNTINGDON (1) 43.5 43.6 242 2.358 81 1.99 4 8 03606500 4.92 6.63 61.3 32.5 4.38 4.91 5.57 6.82 8.48 11.9 16.0 21.3 26.7 33.1 43.5 64.3 137 7.32 9.12 63.9 30.1 6.95 7.45 8.09 9.21 10.6 13.0 15.8 18.9 24.0 31.3 44.7 69.9 143 8.30 9.84 62.8 30.7 7.67 8.19 8.73 10.1 11.4 14.2 17.1 17.2 24.5 28.4 41.9 67.0 140 0.25 0.26 20.1 2.31 0.33 0.18 0.18 0.19 0.21 0.25 0.31 0.39 0.66 1.21 1.67 3.98 22.4 1164 07024310 36°00′23′′ 88°27′17′′ ROCK CREEK NEAR HUNTINGDON (0) 4.51 4.48 350 2.359 71 1.70 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1.22 1.49 6.93 3.53 1.17 1.25 1.34 1.49 1.68 1.94 2.22 2.48 3.02 3.80 5.11 6.86 13.4 0.58 0.80 6.32 2.60 0.54 0.61 0.69 0.84 1.00 1.26 1.59 1.48 2.17 2.57 4.46 6.75 13.7 0.20 0.20 9.19 1.13 0.30 0.06 0.06 0.07 0.08 0.11 0.16 0.20 0.39 0.86 0.83 4.56 20.1

1165 07024330 36°05′58′′ 88°29′10′′ CLEAR CREEK NEAR MCKENZIE (1) 9.99 10.1 336 2.357 85 2.41 4 4 07024500

1.10 1.32 15.3 5.70 1.04 1.11 1.20 1.31 1.47 1.73 2.05 2.49 3.70 6.10 11.1 18.4 37.82.66 3.14 14.9 7.59 2.49 2.64 2.83 3.12 3.49 4.06 4.66 5.30 6.36 7.94 10.7 15.5 31.42.13 2.55 14.6 7.03 1.96 2.10 2.25 2.64 2.99 3.68 4.40 4.79 6.70 7.39 10.1 15.3 31.40.18 0.19 12.0 1.27 0.26 0.07 0.06 0.08 0.09 0.12 0.17 0.22 0.43 0.93 1.17 4.46 22.7

1166 07024350 36°04′28′′ 88°33′48′′ SF OBION RIVER NEAR MCKENZIE (1) 204 204 310 2.356 72 1.77 2 19 07024500

58.9 71.5 325 194 55.9 59.7 64.3 70.3 78.4 92.1 109 132 166 200 260 376 77148.5 59.6 312 155 46.6 49.3 53.7 60.0 68.1 81.8 97.2 117 143 180 238 374 73644.7 52.6 293 149 41.5 44.2 47.0 54.2 61.3 76.4 92.6 91.9 129 146 220 334 703

0.51 0.58 12.6 5.14 0.29 0.27 0.27 0.33 0.37 0.46 0.54 0.67 0.98 1.46 1.92 4.31 22.1
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report173

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

West Tennessee region--continued

1167 07024400 36°03′30′′ 88°34′45′′ REEDY CREEK NEAR TREZEVANT (1) 55.7 55.3 272 2.357 83 2.11 5 10 07024500

4.51 5.72 71.0 23.5 4.22 4.58 5.02 5.60 6.41 7.81 9.60 12.2 16.2 25.0 43.0 103 211

11.2 13.7 81.2 39.9 10.6 11.3 12.2 13.7 15.6 19.0 22.7 27.2 34.0 43.1 59.7 91.8 186

12.4 14.3 80.3 40.9 11.5 12.1 12.8 14.7 16.4 20.3 24.1 24.6 34.6 39.1 55.1 86.3 181

0.25 0.27 20.0 2.33 0.28 0.15 0.15 0.17 0.19 0.24 0.29 0.36 0.63 1.17 1.64 4.02 22.7

1168 07024700 36°16′16′′ 88°30′34′′ MIDDLE FORK OBION RIVER NEAR COMO (1) 67.6 67.6 333 2.352 95 1.98 4 6 07024500

26.4 29.1 104 49.8 25.7 26.5 27.5 28.7 30.3 32.7 35.5 38.9 43.6 50.3 60.2 125 25618.9 22.5 97.9 52.1 17.8 18.9 20.4 22.6 25.3 29.8 34.9 41.3 49.9 60.0 77.6 116 22624.1 24.9 100 57.7 22.2 22.4 22.8 25.4 27.6 33.1 37.8 31.2 44.2 48.9 70.6 107 225

0.31 0.34 15.4 2.76 0.24 0.13 0.12 0.15 0.17 0.22 0.28 0.35 0.63 1.14 1.64 3.77 21.1

1169 07024720 36°15′17′′ 88°38′31′′ M FORK OBION R NR ST HWY 22, DRESDEN (1) 137 135 244 2.352 75 1.69 5 19 07024500

47.3 54.1 210 123 45.5 47.7 50.4 53.8 58.3 65.5 74.1 85.2 101 125 165 253 51825.4 31.3 200 97.2 24.2 25.9 28.0 31.5 35.8 43.4 52.0 62.7 77.7 99.8 138 222 45926.0 30.8 193 96.3 24.1 25.7 27.4 31.6 35.8 44.7 54.2 50.1 72.8 84.3 133 211 453

0.63 0.71 14.1 6.61 0.53 0.44 0.45 0.53 0.59 0.67 0.74 0.88 1.19 1.69 2.02 4.43 25.0

1170 07024750 36°10′52′′ 88°34′22′′ SPRING CREEK NEAR MCKENZIE (1) 34.2 34.2 267 2.354 83 2.11 3 6 07024500

7.25 8.55 52.5 25.8 6.80 7.25 7.80 8.51 9.47 11.1 13.0 15.7 19.7 26.3 37.9 63.0 1296.23 7.63 50.4 24.2 5.89 6.29 6.81 7.66 8.73 10.6 12.8 15.4 19.6 25.3 35.9 55.3 1147.08 8.30 49.4 24.5 6.54 6.95 7.38 8.54 9.61 11.9 14.2 14.4 20.5 23.2 33.2 52.2 1100.24 0.26 21.5 2.03 0.31 0.14 0.14 0.16 0.18 0.21 0.26 0.32 0.61 1.24 1.79 4.49 26.6

1171 07024760 36°11′24′′ 88°45′53′′ SPRING CREEK NEAR GREENFIELD (1) 93.4 93.4 187 2.354 65 1.66 14 22 07024500

15.2 18.2 143 62.0 14.4 15.4 16.5 18.0 20.0 23.4 27.6 33.2 41.7 65.0 103 172 353

11.3 15.1 137 62.3 10.4 11.6 13.0 15.2 17.9 23.1 28.7 35.5 45.7 60.6 87.5 140 297

10.3 13.8 129 56.1 9.59 10.8 11.9 14.3 16.7 21.6 27.3 29.4 43.3 51.9 84.4 141 304

0.43 0.44 14.2 4.25 0.45 0.37 0.38 0.40 0.43 0.48 0.56 0.69 1.11 1.75 2.19 4.57 25.1

1172 07024770 36°12′12′′ 88°49′18′′ MIDDLE FORK OBION RIVER NEAR SHARON (1) 286. 286 197 2.354 67 1.59 2 4 07024500

61.3 73.8 439 216 56.9 60.6 65.3 71.2 79.2 92.6 109 131 165 220 317 527 108148.3 59.6 412 199 46.3 49.6 53.4 60.2 68.8 84.0 101 122 152 199 282 458 95741.4 51.6 401 190 38.5 42.1 45.5 53.2 61.0 78.0 96.8 97.7 142 169 272 448 970

0.57 0.64 19.4 11.1 0.58 0.68 0.68 0.79 0.85 0.92 0.99 1.20 1.60 2.16 2.59 4.62 22.8

1173 07024800 36°14′45′′ 88°58′28′′ OBION R NR KENTON (1) 752 752 205 2.355 70 1.70 7 21 07025500

153 170 959 440 143 156 160 169 186 214 242 278 330 395 465 837 2160135 162 1043 520 129 137 146 163 185 225 269 326 410 542 768 1225 2539142 166 1069 549 133 141 149 170 191 241 293 303 431 501 747 1217 2642

0.60 0.78 30.2 12.4 0.35 0.65 0.68 0.86 1.07 1.47 1.98 2.66 3.44 4.01 5.51 9.16 33.4
174 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ West Tennessee region--continued 1174 07024900 35°56′48′′ 88°42′49′′ RUTHERFORD FORK OBION RIVER NR MILAN (1) 110 108 217 2.390 80 2.06 4 8 07028500 12.9 16.4 149 72.0 12.1 13.1 14.9 18.3 20.5 23.8 27.2 30.8 36.2 45.0 61.0 97.0 274 16.3 20.5 158 72.9 15.6 16.7 18.2 20.8 24.0 29.5 35.9 43.8 56.3 74.5 108 175 362 21.4 24.7 161 78.7 19.8 20.9 22.1 25.3 28.4 35.4 42.4 50.2 64.0 80.8 115 185 357 0.41 0.44 14.2 4.07 0.43 0.34 0.34 0.38 0.41 0.46 0.52 0.63 1.02 1.56 1.88 3.26 19.6 1175 07025050 36°07′46′′ 88°58′28′′ RUTHERFORD FORK OBION R AT RUTHERFORD (1) 238 237 155 2.358 77 1.94 2 5 07025000 15.9 19.8 285 115 15.0 16.4 17.7 20.8 23.3 28.2 33.7 42.2 54.7 75.1 114 230 613 35.2 43.1 327 157 33.1 36.0 38.9 44.3 50.3 60.7 71.9 85.9 105 135 191 314 731 38.0 44.5 338 167 35.3 37.5 39.8 45.5 51.1 64.6 78.1 86.2 123 146 211 364 785 0.64 0.70 20.8 12.2 0.82 0.91 0.94 1.05 1.10 1.12 1.16 1.36 1.78 2.36 2.69 4.47 23.7 1176 07025100 36°12′20′′ 88°59′55′′ RUTHERFORD FORK OBION R AT KENTON (1) 267 266 141 2.357 73 1.85 6 20 07025500 13.7 16.6 340 124 12.1 14.3 14.9 16.5 19.5 25.2 31.5 40.4 55.2 82.1 137 297 767 36.3 45.1 373 177 34.4 37.5 40.7 46.6 53.4 65.6 79.0 95.8 120 156 222 364 829 36.0 43.6 375 179 33.5 36.1 38.7 44.7 50.7 64.8 79.4 88.9 129 155 230 403 880 0.64 0.73 21.4 14.1 0.85 0.98 1.02 1.16 1.25 1.28 1.29 1.43 1.69 1.99 2.30 3.91 22.6 1177 07025200 36°16′42′′ 88°59′01′′ MUD CREEK NEAR SIDONIA (1) 73.8 73.8 40 2.354 43 1.12 5 9 07024500 1.12 1.48 74.0 11.4 1.02 1.14 1.28 1.48 1.76 2.28 2.98 4.06 5.90 12.5 33.0 136 279 0.58 1.20 89.3 24.4 0.55 0.75 0.95 1.22 1.57 2.32 3.45 5.22 8.61 15.6 31.5 78.7 191 0.62 1.24 89.8 23.2 0.58 0.78 0.98 1.31 1.69 2.54 3.77 5.42 9.43 14.9 33.5 86.0 205 0.27 0.43 10.1 3.82 0.41 0.48 0.55 0.57 0.58 0.58 0.62 0.77 1.04 1.38 1.88 3.97 16.3 1178 07025300 36°26′46′′ 88°27′57′′ NORTH FORK OBION RIVER AT JONES MILL (1) 83.7 83.6 169 2.346 98 2.07 17 24 07024500 24.3 28.5 135 77.0 23.1 24.5 26.3 28.6 31.6 36.6 42.8 51.0 63.3 79.0 105 154 316 7.91 10.1 115 49.5 7.78 8.28 8.93 10.5 12.4 15.9 20.2 26.1 36.5 50.3 78.5 128 269 20.7 21.7 122 67.8 19.1 19.3 19.8 22.0 23.9 29.2 33.5 29.6 43.8 50.0 71.1 122 269 0.42 0.45 14.4 4.13 0.43 0.34 0.36 0.40 0.42 0.47 0.54 0.65 1.04 1.63 1.98 4.25 26.1

1179 07025350 36°24′16′′ 88°43′07′′ CYPRESS CREEK NEAR LATHAM (1) 36.7 36.8 73 2.348 65 1.71 4 9 07025500

0.45 0.50 46.8 7.30 0.42 0.46 0.47 0.50 0.55 0.63 0.72 0.83 1.55 3.30 8.70 40.8 1051.36 2.09 50.8 16.8 1.28 1.51 1.75 2.19 2.75 3.78 4.99 6.71 9.88 15.5 26.8 52.0 1101.64 2.42 48.9 18.0 1.51 1.79 2.04 2.51 2.99 4.05 5.32 6.48 10.4 13.5 23.0 47.3 1080.28 0.45 11.1 2.85 0.33 0.31 0.35 0.37 0.38 0.39 0.42 0.54 0.84 1.28 1.78 4.27 19.9

1180 07025400 36°24′20′′ 88°51′20′′ NORTH FORK OBION RIVER NEAR MARTIN (1) 372 369 127 2.349 70 1.65 6 22 07025500

71.4 79.8 474 243 65.0 71.4 73.0 77.5 85.3 98.4 112 129 153 192 257 414 106947.1 58.4 515 241 44.5 48.5 52.4 60.0 68.8 84.4 101 124 156 208 299 495 115744.1 54.5 512 241 41.1 44.8 48.2 55.9 63.7 82.2 102 106 159 192 303 545 1225

0.53 0.65 21.9 13.9 0.81 1.03 1.07 1.25 1.41 1.56 1.71 1.92 2.23 2.53 3.16 5.56 26.1
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report175

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

West Tennessee region--continued

1181 07025900 36°16′36′′ 89°03′36′′ OBION RIVER NEAR RIVES (1) 1735 1738 145 2.355 64 1.57 5 14 07026000

264 342 2579 1358 245 257 279 320 375 478 591 724 940 1329 2006 3062 6762246 308 2452 1173 234 253 273 311 366 467 581 732 965 1333 1971 3105 6235239 290 2422 1187 223 241 258 297 337 435 541 595 859 1035 1596 2769 6140

0.57 0.72 24.0 13.0 0.38 0.92 0.97 1.16 1.37 1.71 2.06 2.44 2.77 3.03 4.69 8.49 30.6

1182. 07026030 36°15′43′′ 89°12′44′′ RICHLAND CREEK NEAR OBION (1) 17.7 17.5 32 2.357 71 1.17 6 11 07028500

0.68 0.90 25.0 8.70 0.64 0.69 0.80 1.00 1.13 1.32 1.53 1.75 2.30 3.30 6.10 17.0 44.00.00 0.34 23.7 6.44 0.00 0.00 0.00 0.33 0.41 0.55 0.71 0.99 1.61 3.01 6.48 20.4 47.10.00 0.23 22.0 6.20 0.00 0.00 0.00 0.24 0.29 0.42 0.58 0.63 1.18 2.13 5.15 17.0 42.40.23 0.35 9.78 2.48 0.47 0.43 0.49 0.49 0.49 0.47 0.48 0.57 0.84 1.26 1.61 3.91 17.1

1183 07026100 36°10′48′′ 89°15′15′′ REEDS CREEK NEAR TRIMBLE (1) 51.8 52.3 32 2.362 46 1.07 12 18 07024500

0.73 0.97 42.0 7.30 0.69 0.76 0.86 0.98 1.16 1.49 1.92 2.58 3.70 8.00 20.0 95.5 1960.19 0.42 61.2 15.4 0.18 0.25 0.32 0.41 0.53 0.80 1.20 1.88 3.34 6.68 15.4 49.5 1280.19 0.39 62.2 14.1 0.17 0.24 0.31 0.41 0.53 0.84 1.26 1.95 3.58 6.57 16.2 53.2 1320.26 0.41 10.1 3.90 0.47 0.53 0.61 0.62 0.64 0.63 0.67 0.82 1.10 1.44 1.85 3.68 14.9

1184. 07027100 36°18′36′′ 89°23′08′′ PAW PAW CREEK AT PUSH (1) 14.8 15.0 32 2.352 92 1.27 5 10 07029000

0.39 0.46 20.9 4.00 0.37 0.38 0.40 0.46 0.50 0.59 0.69 0.82 1.27 2.50 4.90 18.5 47.30.00 0.48 22.1 6.84 0.00 0.00 0.00 0.47 0.55 0.72 0.85 1.12 1.74 3.07 6.25 19.0 42.20.00 0.29 19.6 6.47 0.00 0.00 0.00 0.29 0.34 0.49 0.63 0.57 1.07 1.88 4.32 14.3 36.20.20 0.31 9.60 2.35 0.45 0.40 0.45 0.46 0.46 0.44 0.45 0.54 0.81 1.21 1.52 3.71 14.7

1185 07027200 36°02′55′′ 89°33′22′′ OBION RIVER AT MENGELWOOD (1) 2405 2405 113 2.357 62 1.48 5 5 07026000

362 465 3572 1882 339 356 387 443 519 662 818 1003 1303 1841 2779 4242 9368269 336 3275 1477 258 278 298 341 404 528 666 853 1141 1630 2474 4117 8605266 331 3321 1574 250 273 294 339 387 506 636 712 1036 1298 2075 3776 8438

0.56 0.71 23.6 14.6 0.46 1.13 1.20 1.40 1.61 1.92 2.28 2.61 2.93 2.96 4.69 6.96 24.0

1186 07027270 35°24′02′′ 88°34′54′′ TAR CREEK AT OAK GROVE (1) 16.4 16.5 250 2.405 80 2.23 6 11 07030240

2.89 3.29 24.2 9.30 2.61 2.78 3.02 3.14 3.35 3.74 4.02 4.34 5.40 6.60 12.4 16.0 37.92.55 3.24 24.3 11.1 2.40 2.59 2.82 3.26 3.80 4.75 5.78 6.99 9.00 11.9 17.0 26.0 52.22.70 3.35 24.6 10.9 2.49 2.71 2.93 3.46 3.96 4.95 6.02 7.75 9.54 12.5 18.0 28.2 51.50.20 0.21 9.37 1.24 0.33 0.13 0.13 0.14 0.15 0.19 0.23 0.29 0.53 1.08 1.45 3.81 16.7

1187 07027280 35°28′16′′ 88°31′21′′ JACKS CREEK AT JACKS CREEK (1) 17.9 17.9 250 2.402 82 2.31 13 20 03606500

0.97 1.39 25.2 11.0 0.84 0.96 1.12 1.43 1.85 2.78 3.94 5.55 7.92 11.3 18.0 26.5 56.52.81 3.57 26.4 12.2 2.64 2.85 3.11 3.59 4.19 5.25 6.40 7.75 9.93 13.0 18.6 28.5 57.33.14 3.83 26.8 12.1 2.90 3.13 3.36 3.95 4.49 5.59 6.75 8.71 10.7 13.9 19.5 30.5 56.20.20 0.21 9.45 1.25 0.32 0.13 0.13 0.14 0.15 0.19 0.23 0.29 0.53 1.08 1.48 3.96 17.0
176 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ West Tennessee region--continued 1188 07027290 35°25′53′′ 88°38′26′′ SUGAR CREEK AT HENDERSON (1) 39.9 40.0 121 2.403 57 1.62 4 4 07027500 0.71 0.90 58.5 26.8 0.67 0.72 0.79 0.91 1.07 2.20 4.50 9.20 22.2 29.8 42.3 67.4 152 2.01 2.99 55.4 17.8 1.86 2.15 2.51 3.17 4.04 5.56 7.19 9.16 12.8 19.2 32.7 60.8 121 2.11 3.25 55.6 19.4 1.96 2.35 2.73 3.41 4.13 5.57 7.43 10.7 14.1 20.5 36.1 64.4 123 0.30 0.33 12.7 2.27 0.37 0.29 0.32 0.35 0.37 0.38 0.41 0.44 0.65 1.03 1.33 3.28 18.2 1189 07027300 35°26′56′′ 88°36′16′′ S FORK FORKED DEER R NR HENDERSON (1) 160 160 217 2.403 73 2.06 8 14 07027500 29.1 36.0 235 104 27.8 29.7 32.2 36.1 41.8 51.0 62.7 77.2 89.0 115 170 270 610 27.1 33.7 232 111 25.9 27.7 30.0 34.1 39.1 47.8 57.6 69.8 87.2 113 159 256 530 27.4 33.0 237 111 25.4 27.3 29.2 33.9 38.5 48.5 59.2 79.6 97.2 127 180 285 535 0.62 0.69 13.6 6.10 0.61 0.56 0.56 0.64 0.70 0.76 0.82 0.96 1.27 1.71 2.04 3.28 15.9 1190 07027352 35°29′18′′ 88°41′07′′ TURKEY CREEK NEAR PINSON (1) 19.8 19.5 121 2.402 48 1.41 4 4 07027500 1.23 1.48 29.0 8.10 1.17 1.25 1.35 1.50 1.72 2.08 2.52 3.07 5.40 9.90 21.0 33.4 75.4 0.92 1.55 26.6 8.36 0.85 1.03 1.25 1.63 2.07 2.78 3.70 4.71 6.46 9.59 16.0 28.6 56.0 0.64 1.12 26.3 7.91 0.59 0.75 0.91 1.19 1.50 2.08 2.92 4.30 5.84 8.73 17.1 30.6 58.3 0.27 0.29 8.94 1.71 0.36 0.24 0.26 0.29 0.30 0.32 0.35 0.38 0.57 0.91 1.15 3.43 18.4 1191 07027400 35°34′08′′ 88°32′44′′ MIDDLE FORK CREEK NEAR LURAY (1) 21.5 21.2 250 2.399 85 2.42 7 15 07027500 10.0 11.3 31.8 21.1 9.77 10.1 10.6 11.2 12.1 13.5 15.1 16.8 19.0 22.3 26.8 36.3 81.9 3.38 4.29 31.1 14.5 3.18 3.44 3.75 4.33 5.05 6.31 7.69 9.36 11.9 15.5 22.0 33.9 67.7 4.11 4.86 31.8 14.9 3.79 4.04 4.31 5.00 5.64 6.98 8.35 10.8 13.3 16.9 22.9 35.9 66.7 0.20 0.21 9.53 1.25 0.30 0.13 0.12 0.14 0.15 0.18 0.22 0.28 0.50 1.03 1.49 3.99 18.7 1192 07027600 35°36′23′′ 88°53′59′′ JOHNSON CREEK NEAR JACKSON (1) 32.3 32.7 222 2.398 89 1.75 6 16 07027500 0.46 0.64 47.4 8.30 0.43 0.47 0.54 0.64 0.80 1.10 1.51 2.09 5.30 11.4 34.3 54.5 123 4.42 5.70 47.0 21.6 4.16 4.51 4.97 5.79 6.84 8.84 11.2 14.0 18.2 23.7 34.1 53.8 108 6.90 7.86 49.3 24.1 6.37 6.68 7.02 8.04 8.96 11.0 13.0 12.2 15.7 21.0 34.7 55.3 104 0.23 0.25 16.5 1.78 0.37 0.19 0.19 0.20 0.22 0.26 0.31 0.37 0.64 1.23 1.66 3.70 17.5

1193 07027680 35°41′35′′ 89°06′36′′ SOUTH FORK FORKED DEER RIVER NR BELLS (1) 687 682 211 2.395 65 1.68 4 11 07027500

140 174 1008 515 134 142 154 173 199 242 297 364 440 550 729 1160 2618

119 149 1002 476 114 122 132 150 174 218 268 333 430 580 830 1292 2453110 135 992 469 103 112 120 139 158 202 250 309 389 507 775 1235 2392

0.55 0.68 18.7 9.70 0.32 0.57 0.59 0.72 0.84 1.05 1.26 1.51 1.93 2.38 3.68 5.96 24.8

1194 07027700 35°40′41′′ 89°07′58′′ MUD CREEK NEAR BELLS (1) 25.0 24.9 69 2.396 37 1.07 6 11 07028500

0.23 0.32 33.7 9.50 0.22 0.24 0.28 0.36 0.42 0.50 0.60 0.70 1.14 2.10 5.50 22.0 62.20.27 0.61 30.3 7.30 0.26 0.36 0.48 0.65 0.87 1.25 1.88 2.81 4.52 7.85 15.1 32.1 65.80.29 0.62 31.5 7.61 0.27 0.37 0.48 0.66 0.88 1.30 1.97 3.08 4.55 7.44 17.5 35.9 71.90.24 0.35 7.68 1.72 0.31 0.26 0.29 0.30 0.31 0.31 0.33 0.41 0.64 1.00 1.32 2.79 12.2
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report177

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

West Tennessee region--continued

1195 07027800 35°49′03′′ 89°21′21′′ SOUTH FORK FORKED DEER RIVER NR GATES (1) 932 932 165 2.387 61 1.52 2 15 07027500

113 146 1367 575 107 115 126 144 171 214 271 345 445 640 988 1574 3551

136 174 1374 628 131 141 154 176 208 265 331 416 548 757 1107 1760 3405

115 147 1325 601 108 119 130 151 175 226 286 344 453 599 969 1619 3251

0.55 0.69 21.5 11.7 0.42 0.80 0.83 0.99 1.14 1.35 1.57 1.83 2.28 2.73 4.21 6.73 25.7

1196 07028100 35°55′45′′ 89°23′25′′ SOUTH FORK FORKED DEER RIVER NR HALLS (1) 1019 1021 153 2.382 61 1.49 10 22 07028000

128 161 1425 647 124 136 148 169 195 244 300 374 494 709 1179 2114 3923144 184 1492 681 138 149 162 186 219 280 349 440 579 800 1174 1876 3695121 154 1443 655 113 125 136 159 183 238 301 355 476 627 1025 1740 3553

0.55 0.69 22.4 12.4 0.45 0.87 0.91 1.08 1.23 1.45 1.66 1.93 2.39 2.84 4.39 7.09 26.5

1197 07028200 35°58′33′′ 89°24′03′′ S FORK FORKED DEER R AT YELLOW BLUFF (1) 1053 1053 149 2.381 61 1.48 4 21 07028000

132 164 1473 669 128 141 153 174 202 252 310 386 510 733 1218 2185 4054145 185 1534 702 138 149 162 187 220 281 351 443 585 812 1198 1916 3803123 157 1487 675 115 127 138 162 187 243 307 359 484 637 1045 1786 3665

0.63 0.80 20.7 12.6 0.51 0.99 1.05 1.27 1.48 1.73 1.94 2.12 2.33 2.42 3.55 5.51 22.7

1198 07028900 35°48′37′′ 88°37′03′′ MIDDLE FK FORKED DEER R NR SPRING CREEK (1) 88.2 87.9 206 2.392 63 1.83 6 12 07029000

5.43 6.60 125 66.0 5.22 5.38 5.68 6.63 7.44 9.03 10.8 13.3 20.0 33.0 67.2 110 282

12.7 16.7 132 61.1 11.7 13.1 14.5 16.8 19.5 24.6 30.2 36.5 45.7 59.9 85.0 136 285

9.62 13.0 125 52.0 8.94 10.1 11.3 13.6 15.9 20.6 26.3 35.3 45.6 59.5 92.2 149 2870.41 0.43 12.0 3.10 0.41 0.33 0.33 0.37 0.39 0.45 0.53 0.64 1.00 1.59 1.98 3.51 19.0

1199 07028920 35°44′26′′ 88°47′38′′ MIDDLE FK FORKED DEER R NR OAKFIELD (1) 173 172 216 2.395 76 1.94 2 15 07029000

39.8 46.3 244 126 35.1 35.9 37.3 41.5 45.0 51.6 58.6 67.5 79.2 98.5 132 216 55329.6 36.6 246 119 28.2 30.2 32.7 37.0 42.3 51.6 61.9 75.0 93.6 121 170 274 56532.4 37.9 254 123 30.1 32.0 33.9 38.9 43.8 54.9 66.3 79.4 100 129 188 300 576

0.61 0.68 13.9 6.43 0.58 0.55 0.55 0.64 0.70 0.76 0.82 0.97 1.27 1.72 2.07 3.49 16.9

1200 07028960 35°44′39′′ 88°50′47′′ MIDDLE FK FORKED DEER R NR FAIRVIEW (1) 211 211 212 2.394 77 1.96 5 0 07028960

45.2 54.1 312 162 47.4 48.4 50.5 56.3 61.5 73.8 89.4 108 133 170 239 335 51636.4 44.8 297 143 34.7 37.2 40.1 45.4 51.9 63.3 75.9 92.1 115 148 207 333 68441.5 47.9 312 154 38.6 40.7 43.0 49.1 55.1 68.8 82.7 99.0 125 160 231 369 710

0.63 0.68 14.2 6.42 0.57 0.59 0.60 0.68 0.72 0.77 0.82 0.96 1.25 1.67 2.08 3.42 16.6

1201 07029200 35°48′54′′ 89°35′43′′ COLD CREEK NEAR ARP (0) 16.4 -- -- -- -- -- 5 9 07029000

0.53 0.60 23.2 5.30 0.51 0.52 0.54 0.61 0.66 0.76 0.87 1.00 1.58 2.80 6.00 20.5 52.4

1202 07029275 35°02′30′′ 88°47′08′′ HATCHIE RIVER NEAR POCAHONTAS (1) 310 311 224 2.443 61 1.84 4 13 07029500

33.9 48.9 515 208 34.2 37.2 41.3 50.8 64.3 89.6 120 162 231 359 558 835 127055.4 71.2 483 226 53.5 56.8 62.5 71.7 83.5 104 127 156 199 266 379 600 114440.6 53.0 465 196 37.9 42.2 46.4 55.0 64.0 82.5 105 169 184 272 410 633 1066

0.66 0.78 12.9 6.63 0.44 0.53 0.55 0.66 0.74 0.82 0.87 1.01 1.31 1.71 2.13 2.50 12.0
178 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ West Tennessee region--continued 1203 07029350 35°00′53′′ 88°44′20′′ TUSCUMBIA RIVER NEAR CYPRESS (1) 329 329 85 2.444 46 1.41 4 12 07029500 10.7 19.1 547 195 10.9 12.4 14.7 20.5 30.0 51.3 82.7 133 227 381 592 886 1348 9.66 17.6 471 163 8.88 11.4 14.3 18.7 24.3 33.8 49.1 68.9 103 158 260 484 997

11.1 18.3 457 145 10.3 12.8 15.1 19.2 23.7 33.2 46.1 86.3 102 173 318 597 1055

0.62 0.82 10.4 10.0 0.75 1.01 1.15 1.28 1.28 1.11 1.29 1.52 1.80 1.95 2.22 2.14 8.11

1204 07029370 35°10′05′′ 88°35′22′′ CYPRESS CREEK AT SELMER (1) 44.1 44.1 230 2.411 76 2.13 9 14 07027500

9.29 11.4 68.0 36.0 8.88 9.47 10.2 11.5 13.2 16.1 19.7 24.1 30.3 39.0 52.0 74.5 1686.30 7.94 64.3 28.3 5.95 6.41 6.99 8.01 9.28 11.6 14.1 17.2 22.5 30.0 44.4 70.2 1427.08 8.74 65.8 29.4 6.54 7.12 7.68 9.02 10.3 13.0 15.8 21.3 25.6 34.3 49.7 78.2 1420.28 0.29 13.7 1.79 0.33 0.19 0.19 0.21 0.22 0.26 0.31 0.38 0.64 1.19 1.62 2.95 14.9

1205 07029410 35°04′46′′ 88°46′53′′ MOSSES CREEK NEAR POCAHONTAS (1) 47.6 47.6 245 2.443 78 2.15 7 12 07027500

10.7 13.1 71.0 40.0 10.3 10.9 11.8 13.2 15.2 18.5 22.6 27.7 34.8 43.5 56.0 80.4 181

7.71 9.51 69.4 31.7 7.37 7.81 8.45 9.57 11.0 13.4 16.2 19.5 25.0 33.0 48.0 75.5 1558.53 10.3 73.3 32.8 7.89 8.49 9.10 10.6 12.0 15.1 18.2 26.3 28.7 41.7 60.5 92.8 1540.29 0.29 11.9 1.50 0.31 0.17 0.17 0.19 0.21 0.24 0.29 0.36 0.61 1.14 1.56 2.23 11.4

1206 07029440 35°05′44′′ 88°54′05′′ PORTERS CREEK NEAR MIDDLETON (1) 40.4 40.7 138 2.442 63 1.83 5 13 07030500

3.41 4.00 46.5 11.0 3.23 3.40 3.66 4.05 4.50 5.24 5.98 6.84 8.10 13.0 22.5 57.3 1072.75 3.96 57.4 20.3 2.57 2.93 3.38 4.19 5.27 7.14 9.14 11.6 15.8 22.8 36.8 63.4 1252.97 4.26 59.6 21.7 2.75 3.20 3.62 4.43 5.27 6.96 9.02 14.6 16.8 26.4 43.3 73.9 1260.28 0.31 10.6 1.94 0.33 0.25 0.28 0.32 0.35 0.39 0.44 0.50 0.76 1.20 1.58 2.39 12.0

1207 07029450 35°10′28′′ 88°54′50′′ CUB CREEK NEAR HEBRON (1) 15.0 15.3 349 2.410 53 1.71 6 9 07031650

0.84 1.02 21.3 4.50 0.80 0.83 0.86 0.96 1.11 1.36 1.61 1.92 3.60 7.40 17.5 25.5 45.93.67 4.02 23.0 9.63 3.42 3.55 3.70 3.89 4.19 4.72 5.21 5.68 7.58 10.6 16.0 22.5 46.21.26 1.97 21.6 7.60 1.16 1.41 1.65 2.10 2.57 3.39 4.54 6.58 8.12 11.0 18.6 27.4 48.50.15 0.16 5.96 0.72 0.17 0.05 0.05 0.06 0.07 0.09 0.12 0.16 0.30 0.64 0.81 2.30 12.0

1208 07029480 35°14′35′′ 88°58′38′′ SPRING CREEK AT BOLIVAR (1) 121 121 349 2.409 83 2.21 7 11 07030500

29.2 34.6 157 81.3 28.4 29.8 32.0 35.4 39.2 45.5 51.7 58.9 69.5 85.2 113 172 32135.2 41.1 173 94.8 33.7 35.5 37.7 41.1 45.4 52.7 60.9 71.3 85.2 102 130 201 40535.9 39.4 185 96.4 33.3 34.3 35.7 40.4 44.7 54.4 63.8 78.4 91.4 116 156 228 411

0.33 0.37 10.0 2.45 0.18 0.12 0.12 0.15 0.18 0.24 0.30 0.39 0.71 1.24 1.75 2.66 13.8

1209 07029600 35°16′11′′ 89°01′00′′ PLEASANT RUN NEAR BOLIVAR (1) 24.7 24.6 300 2.409 78 2.28 4 5 07030500

10.1 11.8 34.0 24.7 9.59 10.1 10.8 11.9 13.2 15.4 17.5 19.9 23.5 25.0 29.4 34.7 64.9

4.72 5.68 36.1 17.3 4.44 4.73 5.08 5.66 6.39 7.69 9.08 10.7 13.7 17.8 25.2 37.6 77.34.59 5.62 37.0 16.8 4.23 4.59 4.94 5.81 6.64 8.26 10.0 13.4 16.1 20.8 29.2 44.0 78.90.22 0.23 12.9 1.36 0.29 0.11 0.11 0.12 0.14 0.17 0.21 0.27 0.51 1.04 1.38 2.87 14.8
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report179

Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

West Tennessee region--continued

1210 07029675 35°24′46′′ 88°55′00′′ CLOVER CREEK AT TEAGUE (1) 51.4 51.2 172 2.404 88 2.31 2 10 07029500

3.68 5.67 85.4 34.0 3.72 4.09 4.61 5.84 7.64 11.2 15.7 24.2 38.4 59.5 92.6 138 2115.00 6.73 73.9 30.6 4.86 5.22 5.81 7.00 8.46 11.1 14.3 18.3 25.3 35.0 54.0 85.3 1699.42 10.8 77.1 37.1 8.71 9.15 9.62 11.0 12.2 15.2 18.0 23.1 28.4 37.7 52.1 86.6 1620.33 0.35 14.1 2.27 0.38 0.26 0.27 0.30 0.32 0.36 0.41 0.49 0.78 1.33 1.76 2.96 14.4

1211 07029680 35°23′44′′ 88°55′19′′ PUGH CREEK NEAR TEAGUE (1) 1.95 1.97 350 2.405 85 2.42 2 9 07027500

0.58 0.70 3.06 1.93 0.55 0.59 0.64 0.72 0.83 1.02 1.26 1.56 1.85 2.05 2.55 3.29 7.430.55 0.69 3.05 1.72 0.52 0.57 0.61 0.70 0.81 0.96 1.11 1.24 1.44 1.74 2.27 2.95 5.780.34 0.43 2.96 1.25 0.31 0.34 0.37 0.45 0.51 0.64 0.77 0.96 1.18 1.52 2.22 3.29 5.830.18 0.18 6.62 0.87 0.31 0.05 0.05 0.06 0.07 0.10 0.14 0.18 0.36 0.78 0.52 2.05 14.4

1212 07029685 35°24′16′′ 88°55′20′′ PUGH CREEK AT TEAGUE (1) 4.20 4.21 350 2.405 85 2.41 2 5 07027500

1.09 1.38 6.16 3.40 1.04 1.11 1.21 1.36 1.59 1.96 2.43 2.70 3.10 3.70 4.45 7.09 16.01.18 1.45 6.54 3.64 1.12 1.19 1.28 1.45 1.65 1.96 2.27 2.58 3.03 3.68 4.79 6.46 12.80.80 1.00 6.35 2.81 0.74 0.80 0.87 1.03 1.18 1.46 1.76 2.19 2.67 3.40 4.85 7.19 12.80.17 0.18 7.90 0.95 0.30 0.06 0.05 0.07 0.08 0.11 0.16 0.20 0.40 0.89 0.85 3.17 15.2

1213 07029700 35°23′21′′ 89°00′48′′ CLOVER CREEK AT CLOVERPORT (1) 84.3 83.0 241 2.406 87 2.25 7 17 07027500

8.73 11.1 108 42.0 8.47 9.08 9.91 11.2 13.1 16.3 20.3 25.4 34.0 47.5 73.5 142 321

15.3 19.2 121 58.5 14.6 15.6 17.0 19.5 22.5 27.2 32.6 39.1 49.2 63.7 90.6 140 28120.3 22.4 127 64.3 18.8 19.4 20.2 22.9 25.4 31.1 36.5 44.7 53.8 69.5 95.0 148 273

0.32 0.34 11.9 2.64 0.34 0.23 0.23 0.26 0.29 0.36 0.44 0.55 0.89 1.46 1.78 2.76 15.3

1214 07030020 35°29′07′′ 89°22′50′′ BIG MUDDY CREEK NEAR STANTON (1) 92.0 93.8 169 2.401 46 1.18 6 8 07029000

9.77 11.3 130 46.5 9.50 9.71 10.1 11.3 12.4 14.3 16.3 18.9 23.5 33.0 50.0 115 2947.69 12.3 140 58.4 6.79 8.04 9.86 12.7 16.2 22.5 29.1 36.0 45.0 60.1 84.8 140 2914.54 7.52 128 42.5 4.23 5.24 6.22 7.97 9.91 13.6 18.8 23.8 31.8 46.7 95.8 160 3030.40 0.45 12.0 3.07 0.39 0.32 0.35 0.40 0.42 0.48 0.54 0.65 0.98 1.50 1.88 3.05 15.4

1215 07030050 35°38′13′′ 89°36′35′′ HATCHIE RIVER AT RIALTO (1) 2308 2310 183 2.395 58 1.59 5 5 07030000

315 396 3452 1464 300 325 351 400 481 654 878 1166 1687 2462 3590 5142 8706368 476 3485 1596 355 381 418 480 577 754 967 1243 1690 2395 3565 5468 9351316 397 3306 1535 297 325 352 409 471 610 771 1034 1300 1712 2612 4251 8365

0.55 0.71 18.5 9.90 0.21 0.71 0.74 0.91 1.10 1.37 1.65 1.97 2.29 2.57 4.34 6.75 21.8

1216 07030100 35°45′22′′ 89°33′05′′ CANE CREEK AT RIPLEY (1) 33.9 33.9 32 2.391 67 1.15 4 15 07030240

0.79 0.89 50.1 16.5 0.71 0.76 0.82 0.85 0.91 1.01 1.09 1.40 2.20 3.60 8.20 33.0 78.40.00 0.48 43.3 12.1 0.00 0.00 0.39 0.48 0.59 0.85 1.14 1.65 2.74 5.15 11.2 35.8 88.10.00 0.44 43.7 12.0 0.00 0.00 0.36 0.45 0.55 0.81 1.12 1.42 2.38 4.70 11.4 36.9 84.20.28 0.45 9.98 3.66 0.51 0.54 0.63 0.65 0.67 0.67 0.70 0.87 1.17 1.54 1.84 3.00 12.3
180 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A2. Basin and streamflow characteristics for 870 low-flow partial-record and short-term gaging stations in Tennessee.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR QM LT GAGE 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ West Tennessee region--continued 1217 07030209 35°14′45′′ 89°19′35′′ LOOSAHATCHIE RIVER NEAR SOMERVILLE (1) 76.9 76.0 200 2.417 74 1.95 3 4 07029500 9.15 13.7 128 58.2 9.25 10.1 11.4 14.2 18.4 26.5 36.7 47.0 64.1 88.9 138 207 315 9.70 12.8 112 50.0 9.24 10.0 11.1 13.1 15.4 19.5 24.3 30.0 39.0 52.0 76.0 121 249

11.3 14.0 113 50.3 10.5 11.4 12.3 14.4 16.5 20.9 25.7 33.8 40.5 56.3 85.1 137 246

0.44 0.50 10.9 2.91 0.40 0.29 0.32 0.37 0.41 0.48 0.57 0.69 1.09 1.76 2.13 3.03 15.2

1218 07030210 35°15′00′′ 89°20′36′′ LOOSAHATCHIE R, WATERWORKS, SOMERVILLE (1) 78.7 79.6 202 2.417 74 1.92 3 4 07029500

11.4 17.4 131 65.7 11.5 12.6 14.1 17.8 23.1 33.3 46.1 56.0 71.4 91.0 142 212 322

10.5 13.7 117 52.9 10.0 10.9 12.0 14.0 16.5 20.8 25.8 31.8 41.1 54.5 79.5 127 26112.0 14.8 119 52.9 11.1 12.1 13.1 15.3 17.5 22.1 27.1 35.2 42.2 58.7 89.5 143 259

0.44 0.50 10.9 2.90 0.39 0.29 0.32 0.36 0.40 0.47 0.57 0.69 1.08 1.75 2.15 3.05 15.2

1219 07030212 35°15′30′′ 89°21′12′′ LOOSAHATCHIE R, ST HWY 59 & 76, SOMERVILLE (1) 80.6 80.6 203 2.414 74 1.91 3 4 07029500

14.2 21.7 134 75.0 14.4 15.8 17.7 22.4 29.1 42.2 58.8 67.2 78.5 93.2 145 217 33010.8 14.1 119 53.8 10.3 11.1 12.3 14.4 16.8 21.3 26.3 32.3 41.8 55.3 80.5 129 26412.3 15.1 120 53.7 11.4 12.3 13.3 15.6 17.8 22.5 27.6 35.4 42.7 59.0 90.2 145 262

0.44 0.50 11.0 2.91 0.38 0.29 0.31 0.36 0.40 0.47 0.56 0.69 1.08 1.74 2.15 3.10 15.5

1220 07030250 35°19′11′′ 89°39′29′′ BEAVER CREEK NEAR ARLINGTON (1) 148 146 32 2.405 63 1.14 2 8 07030240

2.48 2.87 219 68.0 2.21 2.37 2.61 2.73 2.94 3.35 3.64 3.98 7.10 12.0 32.0 144 3421.24 2.14 186 62.7 1.21 1.51 1.77 2.09 2.49 3.65 5.06 7.45 12.1 22.1 45.8 140 3851.20 2.00 190 53.5 1.11 1.39 1.64 2.04 2.47 3.69 5.09 7.17 11.3 23.0 53.6 172 3800.22 0.38 8.44 3.45 0.39 0.52 0.60 0.61 0.62 0.61 0.64 0.79 1.05 1.37 2.02 3.17 10.7

1221 07030352 35°20′04′′ 89°55′02′′ BIG CREEK NEAR MILLINGTON (1) 91.0 91.0 32 2.403 89 1.23 2 4 07030240

2.49 2.86 134 43.5 2.24 2.39 2.60 2.71 2.90 3.25 3.50 3.79 4.31 7.60 19.0 88.6 2101.68 2.28 127 46.5 1.61 1.79 1.96 2.23 2.59 3.63 4.51 6.08 9.25 15.9 31.1 96.1 2531.48 2.05 125 42.6 1.37 1.58 1.75 2.05 2.34 3.33 4.23 4.57 7.25 14.5 32.7 105 2340.25 0.40 8.67 3.40 0.42 0.51 0.59 0.60 0.61 0.60 0.64 0.78 1.04 1.34 1.81 2.86 10.5

1222 07030375 35°00′28′′ 89°10′55′′ INDIAN CREEK NR GRAND JUNCTION (1) 24.0 24.1 350 2.439 79 2.25 2 6 07030500

9.82 11.8 32.8 25.0 9.28 9.78 10.5 11.7 13.1 15.3 17.6 20.2 24.1 25.8 28.4 34.0 63.65.76 6.78 36.0 18.9 5.45 5.77 6.15 6.72 7.45 8.76 10.2 11.8 14.8 18.6 25.3 36.7 78.05.09 6.15 37.4 16.9 4.70 5.06 5.43 6.36 7.23 8.94 10.8 15.2 16.5 23.0 32.8 47.4 77.90.21 0.23 10.6 1.03 0.23 0.08 0.07 0.09 0.10 0.13 0.17 0.22 0.43 0.90 1.20 1.96 11.4

1223 07030400 35°07′17′′ 89°16′57′′ NORTH FORK WOLF R NR LAGRANGE (1) 71.9 68.5 183 2.426 77 2.09 3 4 07030500

8.50 10.0 93.3 32.4 8.04 8.46 9.10 10.1 11.2 13.1 14.9 17.1 24.1 37.0 67.2 102 1917.71 10.3 99.8 44.0 7.40 8.04 8.95 10.7 12.7 16.4 20.6 25.9 34.4 46.4 69.1 109 224

10.3 12.6 103 46.0 9.54 10.3 11.1 12.9 14.7 18.6 22.6 31.8 36.9 52.4 76.7 125 220

0.40 0.44 10.9 2.69 0.41 0.30 0.33 0.37 0.41 0.47 0.56 0.69 1.10 1.79 2.19 2.82 13.8

1224 07030600 35°04′52′′ 89°39′05′′ WOLF R NR COLLIERVILLE (1) 597 597 186 2.436 63 1.66 3 4 07030500

158 186 750 420 149 157 169 187 207 241 274 313 370 450 560 846 1582

93.4 118 881 407 89.7 96.2 105 120 140 176 218 272 352 477 687 1089 212380.9 102 890 391 75.6 83.0 90.0 105 121 156 195 282 317 471 743 1189 2067

0.65 0.83 16.8 9.12 0.45 0.74 0.79 0.98 1.18 1.48 1.76 2.07 2.38 2.67 3.61 4.70 18.1

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report181

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record.  If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region

 1 02379500 34°40′53′′ 84°27′20′′ CARTECAY RIVER NEAR ELLIJAY GA (0) 135 --- --- --- --- --- 40

84.2 101 289 235 77.2 84.3 88.2 99.7 119 142 164 195 227 270 318 394 502

 2 02380000 34°41′06′′ 84°28′40′′ ELLIJAY RIVER AT ELLIJAY GA (0) 90.0 --- --- --- --- --- 19

37.3 49.1 213 154 32.3 35.7 41.9 52.8 65.2 85.7 109 136 165 198 232 291 396

 3 02380500 34°40′18′′ 84°30′31′′ COOSAWATTEE RIVER NEAR ELLIJAY GA (0) 238 --- --- --- --- --- 50

110 146 507 394 92.1 103 122 146 179 225 275 326 395 471 576 692 947

 4 02382000 34°28′04′′ 84°35′30′′ SCARECORN CREEK AT HINTON GA (0) 21.1 --- --- --- --- --- 23

1.48 3.42 28.7 17.9 1.48 2.03 2.69 3.93 5.40 7.63 10.0 12.7 15.9 19.6 25.8 34.5 52.9

 5 02382300 34°35′20′′ 84°40′05′′ TALKING ROCK CREEK NEAR CARTERS GA (0) 142 --- --- --- --- --- 7

34.5 48.7 211 137 41.2 42.8 46.0 55.6 63.5 76.4 93.1 114 138 165 207 269 401

 6 02382500 34°36′15′′ 84°41′29′′ COOSAWATTEE RIVER AT CARTERS GA (0) 531 --- --- --- --- --- 51

228 293 1138 880 204 224 251 294 340 435 557 699 845 1030 1244 1562 2174

 7 02383000 34°21′32′′ 84°46′46′′ ROCK CREEK NEAR FAIRMOUNT GA (0) 5.61 --- --- --- --- --- 22

0.44 0.72 6.98 3.01 0.46 0.54 0.64 0.86 1.07 1.46 1.89 2.39 3.16 4.35 6.00 8.48 13.8

 8 02383500 34°34′37′′ 84°51′35′′ COOSAWATTEE RIVER AT PINE CHAPEL GA (0) 856 --- --- --- --- --- 62

242 349 1435 980 266 288 314 357 412 528 663 828 1030 1269 1578 2006 2959

 9 02385500 34°47′18′′ 84°58′30′′ MILL CREEK AT DALTON, GA (1) 40.1 40.0 120 2.363 53 1.91 15

14.4 16.4 70.8 30.3 14.1 14.4 14.8 16.0 18.1 21.8 25.1 28.4 34.4 41.0 55.0 76.1 125

5.23 6.91 64.4 24.5 5.06 5.56 6.23 7.23 8.54 10.9 13.6 17.6 24.8 36.6 52.8 78.4 1346.26 8.51 70.2 31.3 6.06 6.61 7.49 9.00 11.0 14.4 18.3 23.5 31.9 44.4 62.5 87.7 1430.64 0.55 13.9 2.92 0.86 0.78 0.82 0.82 0.88 0.96 1.06 1.32 1.93 3.27 12.2 24.2 26.3

 10 02385800 34°43′00′′ 84°46′12′′ HOLLY CREEK NEAR CHATSWORTH GA (1, 2) 64.9 63.9 57 2.365 11 1.02 42

2.25 5.52 121 55.2 2.36 3.01 4.18 6.67 9.80 17.6 27.2 38.5 54.2 74.4 102 147 2572.77 4.21 124 31.0 2.63 3.06 3.56 4.64 6.32 10.2 15.5 24.1 41.1 66.8 104 166 2921.54 2.95 102 34.2 1.54 1.97 2.43 3.43 4.91 9.44 14.3 21.5 33.8 52.6 85.3 134 2430.83 1.02 6.64 2.90 0.63 0.64 0.75 0.90 1.57 2.39 2.31 2.22 2.10 2.40 4.83 8.41 9.79

 11 02387000 34°40′00′′ 84°55′42′′ CONASAUGA RIVER AT TILTON GA (1) 682 688 80 2.366 41 1.42 65

57.3 98.0 1202 553 54.0 66.9 84.9 110 144 214 296 402 549 766 1072 1577 2815

101 129 1235 543 92.1 102 113 137 162 218 291 400 558 796 1106 1603 2760

54.6 83.2 1201 503 53.4 61.7 72.3 93.0 122 183 254 352 510 734 1051 1500 2550

2.82 3.43 8.78 10.9 2.74 3.36 3.69 4.28 5.09 5.94 6.58 6.24 7.63 7.86 10.7 12.6 18.0
182 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 12 02387500 34°34′42′′ 84°56′29′′ OOSTANAULA RIVER AT RESACA GA (0) 1610 --- --- --- --- --- 109

336 453 2807 1742 318 355 393 499 603 831 1086 1365 1753 2223 2798 3812 6089

 13 02388000 34°34′04′′ 85°09′16′′ WEST ARMUCHEE CREEK NEAR SUBLINGA GA (0) 36.4 --- --- --- --- --- 22

5.67 7.13 64.2 23.8 5.13 5.49 6.21 7.42 8.69 11.4 14.5 19.2 27.0 38.0 53.1 76.4 131

 14 02398000 34°28′03′′ 85°20′19′′ CHATTOOGA RIVER AT SUMMERVILLE GA (0) 192 --- --- --- --- --- 65

61.2 70.6 353 173 51.0 58.4 61.0 68.7 81.5 99.8 118 145 178 233 315 444 703

 15 03161000 36°23′35′′ 81°24′26′′ SOUTH FORK NEW RIVER NR JEFFERSON NC (0) 205 --- --- --- --- --- 73

105 141 426 354 93.8 107 119 141 166 213 255 298 343 395 461 548 715

 16 03162500 36°31′04′′ 81°23′18′′ NORTH FORK NEW RIVER AT CRUMPLER NC (0) 277 --- --- --- --- --- 36

79.6 115 472 384 75.5 83.6 94.9 115 145 196 238 287 342 407 492 620 875

 17 03307000 37°07′09′′ 85°23′38′′ RUSSELL CREEK NEAR COLUMBIA KY (0) 188 --- --- --- --- --- 59

2.30 7.20 286 135 2.52 3.68 5.20 8.69 14.9 26.7 42.0 64.7 101 153 230 359 630

 18 03307500 36°58′27′′ 85°36′11′′ S FORK LITTLE BARREN RIVER AT EDMONTON KY (0) 18.3 --- --- --- --- --- 30

0 0 26.3 9.42 0 0 0 0 0.20 0.31 1.12 2.51 5.24 10.5 17.9 30.1 60.7

 19 03312500 36°50′38′′ 86°04′17′′ BARREN RIVER NEAR PAGEVILLE KY (1) 531 532 49 2.265 87 1.62 24

30.7 50.1 837 364 33.3 39.5 46.6 59.9 78.7 115 164 231 334 493 731 1093 186427.7 50.6 830 371 27.5 33.7 42.6 56.1 76.2 116 172 245 359 515 753 1123 190621.4 36.7 847 355 20.8 25.0 30.8 41.6 58.3 91.5 145 222 346 517 731 1084 1820

1.01 1.41 6.33 8.39 0.56 0.66 0.77 1.06 1.47 2.21 3.04 3.98 4.95 5.35 6.08 6.94 8.15

 20 03313500 36°44′53′′ 86°11′46′′ WEST BAYS FORK AT SCOTTSVILLE KY (1, 2) 7.47 7.45 50 2.267 87 1.29 21

0.00 0.00 10.8 4.67 0.00 0.00 0.00 0.29 0.43 0.85 1.43 2.19 3.36 5.35 8.32 13.3 23.70.48 0.72 11.1 5.06 0.45 0.51 0.61 0.79 1.00 1.50 2.13 3.03 4.36 6.17 8.93 14.2 24.80.25 0.44 10.8 3.93 0.25 0.30 0.37 0.48 0.65 0.98 1.53 2.37 3.74 5.79 8.65 13.6 23.30.33 0.55 1.93 2.36 0.43 0.44 0.51 0.68 0.84 1.17 1.47 1.84 1.82 1.48 2.17 3.55 5.48

 21 03314000 36°53′43′′ 86°22′50′′ DRAKES CREEK NEAR ALVATON KY (1) 478 475 57 2.268 74 1.35 30

17.0 29.5 697 298 19.4 22.2 26.4 34.8 46.1 71.9 107 166 246 372 569 903 162225.3 37.7 713 292 25.5 28.9 33.4 41.4 53.5 80.4 119 177 278 427 645 978 166725.1 40.6 736 325 24.3 28.8 34.7 45.4 61.4 93.5 141 208 314 457 643 940 1582

2.05 2.71 7.46 6.34 1.42 1.57 1.65 2.40 3.23 4.23 4.56 4.46 4.83 5.60 6.37 8.07 10.8

 22 03314500 37°00′04′′ 86°25′51′′ BARREN RIVER AT BOWLING GREEN KY (1) 1849 1846 56 2.267 82 1.39 56

74.0 122 2600 1255 74.5 86.1 104 147 206 354 544 806 1320 2088 3154 4315 6010

132 191 2633 1296 131 150 172 212 271 408 592 831 1247 1800 2577 3718 6025102 164 2922 1340 98.6 117 141 185 252 385 584 865 1302 1879 2590 3722 6240

2.05 2.89 7.18 12.2 1.38 1.85 2.02 2.37 3.24 5.01 5.93 5.85 7.49 7.78 10.1 12.3 9.27

 23 03316000 37°00′15′′ 86°54′26′′ MUD RIVER NEAR LEWISBURG, KY (0) 90.5 --- --- --- --- --- 32

0.00 0.22 151 49.0 0.00 0.15 0.20 0.39 2.03 4.87 9.91 19.9 34.9 59.8 106 183 382
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report183

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 24 03400500 36°58′26′′ 82°59′35′′ POOR FORK AT CUMBERLAND KY (1, 2) 82.3 82.1 43 2.128 59 3.72 53

4.74 8.03 143 69.0 4.20 5.52 7.00 9.56 13.9 22.4 33.3 49.6 73.3 103 144 201 3221.84 3.93 120 50.6 1.86 2.43 3.16 4.65 7.03 12.7 20.4 31.8 48.8 72.5 106 166 2862.75 5.28 124 64.4 2.63 3.28 4.18 6.02 8.98 15.5 25.6 40.0 60.9 88.7 123 181 2830.39 0.45 0.98 3.15 0.35 0.40 0.45 0.53 0.84 1.55 2.09 2.37 2.10 1.83 2.04 3.31 4.67

 25 03401000 36°50′48′′ 83°21′21′′ CUMBERLAND RIVER AT HARLAN KY (1) 374 373 41 2.140 60 3.62 62

14.4 29.5 684 306 12.4 16.4 23.2 36.9 54.8 91.8 143 221 332 476 667 962 1554

9.47 19.9 608 272 9.40 12.1 16.0 24.4 37.6 67.9 112 176 270 392 553 811 1378

10.8 21.4 585 297 10.4 13.1 16.9 24.8 38.0 67.8 115 183 284 416 576 845 1329

0.66 0.79 5.44 9.64 0.39 0.48 0.56 0.70 1.25 2.90 5.07 7.60 8.98 8.86 8.74 8.12 8.71

 26 03402000 36°40′05′′ 83°41′19′′ YELLOW CREEK NEAR MIDDLESBORO KY (1, 2) 60.6 60.6 35 2.179 61 3.28 60

2.80 5.12 118 50.7 2.70 3.20 3.93 5.51 7.63 12.7 19.0 29.3 45.3 67.4 96.4 145 2570.67 1.78 112 38.3 0.00 0.00 1.36 2.10 3.49 6.90 12.3 21.0 36.8 62.7 96.3 148 2590.66 1.54 95.3 35.4 0.00 0.00 1.17 1.83 2.99 5.91 11.1 19.8 34.1 55.6 83.6 134 2210.52 0.65 1.53 3.60 0.35 0.39 0.46 0.55 0.82 1.37 1.88 2.12 2.36 2.47 3.32 5.23 5.67

 27 03403000 36°48′48′′ 83°45′58′′ CUMBERLAND RIVER NEAR PINEVILLE KY (1) 809 809 38 2.174 62 3.37 48

16.8 41.8 1402 600 15.4 20.6 29.8 53.6 85.0 152 250 385 600 921 1341 1929 320216.0 35.9 1356 590 15.9 21.1 28.6 45.8 71.9 136 234 381 597 881 1254 1842 313216.3 34.1 1318 592 15.9 20.4 26.7 40.5 64.2 112 213 355 574 877 1241 1859 3000

0.85 0.99 7.50 11.6 0.44 0.55 0.62 0.75 1.28 2.95 4.64 6.39 8.65 9.31 9.46 9.66 10.2

 28 03403500 36°51′43′′ 83°53′14′′ CUMBERLAND RIVER AT BARBOURVILLE KY (1) 960 960 37 2.175 63 3.18 50

24.5 58.1 1736 677 19.1 29.1 46.3 75.5 108 188 304 489 772 1158 1636 2349 415218.6 43.3 1627 709 18.2 24.5 34.1 55.0 87.6 166 286 465 726 1066 1513 2219 375716.7 35.7 1553 679 16.3 21.1 27.8 42.7 68.4 130 235 399 657 1014 1444 2182 3551

0.85 1.03 7.71 12.7 0.45 0.57 0.66 0.82 1.43 3.47 5.63 7.43 9.59 9.94 9.82 9.83 10.0

 29 03403910 36°38′02′′ 84°06′51′′ CLEAR FORK AT SAXTON KY (1) 331 331 33 2.185 63 3.26 27

8.08 19.2 531 258 7.55 11.2 14.4 21.4 33.8 59.8 98.4 158 247 358 497 705 11702.34 8.24 593 231 2.27 3.69 5.92 10.9 20.2 43.7 82.7 142 233 357 515 777 13852.23 5.68 536 186 2.21 3.03 4.23 6.96 12.1 25.9 52.6 99.4 180 304 461 749 12610.86 1.06 8.11 16.5 0.35 0.43 0.49 0.60 0.98 1.89 3.21 5.20 8.26 9.85 14.6 14.1 11.7

 30 03404000 36°44′36′′ 84°09′22′′ CUMBERLAND RIVER AT WILLIAMSBURG KY (1) 1607 1607 35 2.184 64 3.04 50

31.8 83.1 2677 1048 28.0 43.3 68.8 109 158 295 483 760 1193 1782 2500 3740 658628.9 72.0 2648 1157 28.0 38.7 55.6 91.3 144 273 474 765 1185 1739 2473 3581 594719.5 44.4 2627 1062 19.2 25.4 34.2 54.1 89.8 180 341 607 1032 1643 2378 3664 6066

0.91 1.11 8.17 18.6 0.50 0.66 0.77 0.95 1.67 4.26 6.94 8.83 11.3 12.0 12.3 13.0 9.71

 31 03404900 36°57′05′′ 84°05′37′′ LYNN CAMP CREEK AT CORBIN KY (1, 2) 53.8 53.0 35 2.176 42 1.48 27

0.25 1.47 85.8 39.7 0.32 0.60 0.91 1.78 3.34 7.80 14.5 23.7 35.8 51.1 71.5 107 1990.00 1.22 87.4 30.7 0.00 0.00 0.94 1.45 2.43 4.94 8.78 15.4 27.3 46.5 73.4 119 2120.00 0.99 72.7 25.6 0.00 0.00 0.76 1.18 1.90 3.94 7.45 13.4 23.7 39.0 60.8 101 1760.55 0.70 1.52 2.95 0.41 0.48 0.56 0.65 0.96 1.55 1.88 1.91 2.02 1.96 2.60 4.19 5.22
184 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Central and East Tennessee region--continued 32 03405000 36°58′09′′ 84°07′38′′ LAUREL RIVER AT CORBIN KY (1, 2) 201 202 35 2.176 47 1.44 31 0.62 1.55 338 125 0.91 1.06 1.34 1.82 2.75 7.43 21.3 51.5 106 184 287 461 864 1.54 4.33 353 136 1.60 2.31 3.29 5.67 10.2 22.4 42.3 76.8 132 207 306 469 826 1.72 3.97 281 103 1.68 2.30 3.09 4.77 7.71 15.9 30.1 54.2 95.4 155 237 387 675 0.84 1.03 5.78 9.56 0.34 0.42 0.49 0.58 0.95 1.81 2.96 4.35 5.50 4.89 8.50 10.8 9.12 33 03406000 37°09′40′′ 84°06′43′′ WOOD CREEK NEAR LONDON KY (1, 2) 3.89 3.90 35 2.171 66 1.82 17 0.27 0.35 5.34 2.56 0.23 0.25 0.27 0.30 0.43 0.58 0.90 1.42 2.19 3.36 4.74 7.04 12.7 0.00 0.23 7.63 3.10 0.00 0.00 0.00 0.00 0.34 0.56 0.94 1.58 2.81 4.52 6.41 8.78 15.6 0.00 0.08 5.30 1.77 0.00 0.00 0.00 0.00 0.14 0.27 0.51 0.93 1.64 2.74 4.29 7.26 12.5 0.53 0.77 1.00 2.21 0.79 0.81 0.95 1.19 1.43 1.85 1.93 1.77 1.54 1.23 1.31 2.24 3.18 34 03406500 37°10′16′′ 84°17′46′′ ROCKCASTLE RIVER AT BILLOWS KY (1) 604 604 35 2.174 78 1.76 64 3.95 10.2 930 373 4.01 5.91 8.56 14.8 24.4 52.0 105 190 326 514 793 1250 2190 9.08 25.8 1038 438 8.82 13.4 20.1 32.8 53.2 99.3 174 281 434 643 922 1379 2402 6.51 14.4 880 340 6.37 8.47 11.3 17.3 27.8 54.0 102 183 319 512 754 1196 2042 0.79 1.04 7.98 22.1 0.39 0.51 0.59 0.74 1.30 3.08 5.63 8.29 12.1 13.3 13.4 13.6 11.7 35 03407500 37°12′38′′ 84°27′52′′ BUCK CREEK NEAR SHOPVILLE KY (1, 2) 165 165 46 2.175 52 1.63 39 0.00 0.09 276 106 0.00 0.00 0.00 0.26 1.28 9.71 24.1 49.8 90.1 145 212 360 684 3.84 7.53 253 107 3.95 4.93 6.27 9.14 13.9 24.7 39.7 63.6 99.6 149 222 338 589 5.12 9.39 233 110 4.92 6.16 7.70 10.7 15.4 26.3 42.4 66.0 102 150 214 321 532 0.62 0.79 1.51 4.30 0.30 0.37 0.44 0.53 0.87 1.76 2.79 3.49 3.35 2.46 3.05 4.62 6.87 40 03410500 36°37′47′′ 84°31′55′′ S FORK CUMBERLAND RIVER NR STERNS KY (1) 954 954 34 2.204 43 3.53 58 22.1 43.1 1762 663 23.9 29.5 36.6 53.7 81.3 148 259 433 708 1080 1575 2351 4071 8.49 21.9 1635 626 8.53 11.6 16.5 29.3 51.5 112 212 380 648 1005 1474 2189 3765 8.15 20.2 1624 596 8.12 11.0 15.2 25.1 43.4 94.0 184 335 589 968 1455 2296 3841 1.02 1.23 11.4 21.1 0.46 0.58 0.67 0.83 1.33 2.65 4.12 6.00 8.25 9.12 13.0 14.7 11.6

 41 03411000 36°50′25′′ 84°35′00′′ S FORK CUMBERLAND RIVER NR NEVELSVILLE KY (1) 1271 1267 36 2.192 48 3.27 33

23.6 45.8 2191 908 23.2 30.4 39.9 61.2 94.8 176 307 523 887 1334 1893 2855 511318.6 42.3 2060 873 18.6 24.4 33.1 54.7 89.5 180 320 541 880 1325 1912 2796 469417.3 39.0 2110 868 17.0 22.5 30.1 47.5 78.3 158 292 506 850 1339 1948 2978 4908

0.92 1.35 8.35 23.8 0.50 0.65 0.76 0.96 1.72 4.59 7.62 9.69 12.2 12.6 12.4 13.3 10.6

 42 03411500 36°59′28′′ 84°37′11′′ CUMBERLAND RIVER AT BURNSIDE KY (1) 4865 4867 36 2.185 61 2.65 35

84.3 149 7630 3254 86.3 106 135 197 311 672 1219 2079 3374 4961 7043 10600 1900081.3 184 8053 3486 81.5 109 151 242 401 802 1403 2304 3693 5512 7811 11320 1898270.9 155 7911 3399 69.5 91.4 121 189 309 611 1133 1960 3293 5121 7286 10994 18232

1.72 2.76 9.60 15.7 1.05 1.51 1.93 2.42 2.98 4.92 7.84 10.4 12.0 12.8 14.7 14.4 8.24

 43 03412500 37°07′01′′ 84°35′31′′ PITMAN CREEK AT SUMERSET KY (1, 2) 31.3 31.1 50 2.179 72 1.52 18

0.05 0.33 43.6 17.1 0.06 0.12 0.21 0.37 0.68 1.88 3.94 7.07 12.5 21.1 35.5 59.4 1141.57 2.63 48.5 20.4 1.54 1.83 2.18 2.84 3.77 5.91 8.70 12.9 19.7 30.2 43.2 64.5 1071.23 2.12 42.7 19.8 1.18 1.43 1.76 2.34 3.21 5.06 7.88 12.0 18.3 26.7 38.1 57.6 95.10.59 0.85 0.64 1.98 0.67 0.74 0.88 1.01 1.13 1.31 1.37 1.31 1.30 1.11 1.20 1.71 2.55
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report185

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 44 03413200 36°47′51′′ 84°53′46′′ BEAVER CREEK NEAR MONTICELLO KY (1, 2) 43.4 43.2 50 2.222 61 2.07 26

1.29 1.80 60.6 25.0 1.20 1.40 1.60 1.99 2.56 3.97 6.39 11.3 19.3 29.9 45.5 70.4 1301.61 2.62 66.1 26.2 1.60 1.89 2.24 2.85 3.77 5.96 8.91 13.4 24.6 38.2 56.2 86.1 1481.71 3.03 65.8 28.7 1.65 2.01 2.48 3.37 4.73 7.61 11.9 18.0 27.5 40.9 58.8 88.5 1450.49 0.66 0.79 2.38 0.52 0.55 0.62 0.71 0.83 0.98 1.00 0.96 1.62 1.40 1.72 2.93 3.59

 85 03435140 36°52′29′′ 87°05′20′′ WHIPPOORWILL CREEK NEAR CLAYMOUR KY (1, 2) 20.8 20.7 50 2.293 28 1.03 17

0.00 0.00 34.2 9.81 0.00 0.00 0.00 0.00 0.50 0.79 1.90 3.62 6.27 9.48 15.7 27.3 64.70.51 1.02 34.5 10.0 0.50 0.65 0.83 1.14 1.58 2.44 3.90 6.18 9.53 15.5 26.9 47.6 85.20.49 0.92 30.2 10.6 0.48 0.61 0.76 1.04 1.47 2.60 4.07 6.32 10.1 15.8 24.7 39.3 69.80.38 0.65 4.10 4.19 0.36 0.39 0.45 0.59 0.72 0.95 1.47 2.05 2.24 2.18 3.22 4.78 7.56

 94 03437500 36°50′22′′ 87°28′52′′ S FORK LITTLE RIVER AT HOPKINSVILLE KY (1, 2) 46.5 46.2 64 2.294 52 1.09 23

0.39 0.75 65.8 23.8 0.38 0.46 0.55 0.76 1.25 2.62 5.01 9.17 17.6 31.8 51.9 81.9 1552.08 3.34 73.1 27.5 2.03 2.38 2.86 3.73 4.85 7.26 10.8 15.9 25.6 39.1 62.0 98.7 1702.38 3.82 68.6 27.7 2.31 2.74 3.27 4.19 5.50 8.37 12.2 17.7 26.6 39.3 57.8 87.1 1500.44 0.66 4.56 4.64 0.39 0.42 0.46 0.51 0.58 0.66 0.87 1.08 2.46 2.19 3.02 4.07 7.41

 95 03438000 36°46′40′′ 87°43′18′′ LITTLE RIVER NEAR CADIZ KY (1) 244 244 72 2.327 63 1.21 62

12.7 19.4 355 153 11.4 13.2 15.9 21.8 28.1 40.6 59.6 92.4 138 213 324 503 84716.6 24.3 385 153 16.2 18.4 21.2 26.6 33.7 48.4 68.5 96.8 148 225 341 511 87217.5 26.5 392 164 16.9 19.6 23.0 29.1 37.7 54.7 77.6 110 162 234 334 486 828

1.91 1.83 4.27 5.21 1.94 2.01 1.92 2.05 2.29 2.67 2.98 3.16 3.67 3.61 3.78 4.79 7.52

 96 03438070 36°58′40′′ 87°42′36′′ MUDDY FORK LITTLE RIVER NR CERULEAN KY (1, 2) 30.5 30.3 50 2.296 38 1.21 15

0.00 0.00 49.2 14.8 0.00 0.00 0.00 0.00 0.35 0.47 1.47 3.34 6.65 12.4 21.9 39.8 94.60.70 1.33 48.8 15.3 0.67 0.85 1.08 1.49 2.07 3.31 5.42 8.65 13.6 22.0 37.2 64.2 1160.82 1.51 45.7 16.3 0.81 1.01 1.25 1.70 2.40 4.09 6.40 9.92 15.8 24.5 37.7 59.1 1030.40 0.72 6.89 4.78 0.36 0.38 0.45 0.60 0.76 1.05 1.63 2.37 2.80 2.75 4.20 5.74 10.9

 97 03439500 35°08′55′′ 82°47′59′′ FRENCH BROAD RIVER AT CALVERT NC (1) 103 103 175 2.265 56 2.57 30

71.8 96.9 344 275 63.3 70.2 83.6 106 128 166 202 239 279 320 377 457 59041.5 59.6 234 181 36.2 40.7 47.1 59.9 75.1 101 126 152 182 216 260 319 42634.3 41.8 173 109 32.3 34.1 37.5 43.5 50.8 62.0 73.6 87.7 108 137 177 230 352

1.03 1.11 0.74 1.05 0.38 0.40 0.45 0.50 0.58 0.62 0.64 0.73 0.82 0.90 0.90 0.94 1.25

 98 03440000 35°12′40′′ 82°47′00′′ CATHEYS CREEK NEAR BREVARD NC (1) 11.4 11.4 175 2.260 74 2.38 24

7.35 10.0 35.6 29.9 6.98 7.48 8.21 10.4 13.1 17.0 20.8 25.0 29.4 34.2 40.3 48.4 63.33.81 5.88 28.1 21.5 3.56 4.19 5.03 6.39 8.02 10.8 13.8 17.2 20.8 25.1 30.5 37.9 51.53.72 4.47 18.2 10.8 3.50 3.65 4.01 4.52 5.16 6.00 7.09 8.49 10.6 13.6 17.8 23.9 36.61.00 0.95 1.33 1.14 0.54 0.45 0.46 0.44 0.46 0.54 0.63 0.75 0.97 1.40 1.73 1.89 2.33

 99 03441000 35°16′23′′ 82°42′21′′ DAVIDSON RIVER NEAR BREVARD NC (1) 40.4 40.2 175 2.253 81 2.72 77

23.4 32.5 128 100 20.7 24.2 27.2 34.2 42.2 55.8 69.7 84.6 101 118 140 171 23216.1 23.3 97.7 74.0 14.3 16.5 19.4 24.5 30.4 40.0 50.4 61.8 75.2 89.6 108 131 17614.7 17.5 66.4 41.9 13.8 14.3 15.7 17.9 20.5 23.8 28.1 33.5 41.3 52.2 66.8 87.5 132

1.22 1.20 0.91 1.21 0.47 0.48 0.51 0.51 0.58 0.72 0.84 0.95 1.08 1.22 1.25 1.31 1.48
186 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 100 03441440 35°11′32′′ 82°36′49′′ LITTLE RIVER AB HIGH FALLS NR CEDAR MTN NC (1) 26.8 26.9 175 2.244 68 2.49 28

15.0 23.4 104 78.0 14.3 16.8 20.6 26.1 32.6 45.4 56.4 67.0 79.6 94.1 113 138 18810.4 15.5 69.2 52.3 9.54 11.1 13.1 16.7 21.0 28.2 35.9 44.1 53.3 63.4 76.0 93.5 126

9.13 11.0 43.0 27.2 8.56 8.97 9.83 11.2 12.9 15.2 18.0 21.5 26.5 33.5 43.4 57.3 86.91.26 1.28 0.94 1.28 0.54 0.52 0.53 0.53 0.60 0.76 0.91 1.04 1.16 1.30 1.33 1.37 1.51

 101 03442000 35°14′02′′ 82°36′39′′ CRAB CREEK NEAR PENROSE NC (1) 10.9 10.6 175 2.241 37 2.60 12

6.47 8.59 28.4 22.4 5.75 6.27 7.49 9.08 11.2 14.3 17.0 20.4 23.7 27.2 31.8 37.8 49.23.02 5.25 26.9 21.1 2.77 3.41 4.31 5.80 7.59 10.8 14.0 17.6 21.0 24.5 29.3 36.5 50.63.00 3.81 16.9 10.5 2.83 3.04 3.36 3.93 4.60 5.85 6.90 8.24 10.2 13.0 17.3 23.2 35.50.68 0.66 1.11 1.00 0.34 0.27 0.28 0.28 0.32 0.44 0.55 0.66 0.80 1.10 1.28 1.36 1.71

 102 03443000 35°17′56′′ 82°37′26′′ FRENCH BROAD RIVER AT BLANTYRE NC (1) 296 296 175 2.238 66 2.51 81

201 275 986 782 180 204 236 288 353 469 577 686 800 925 1081 1302 1742

111 163 612 507 94.6 108 128 165 207 276 343 410 487 572 682 837 1112

110 130 487 336 103 108 118 136 159 191 227 269 329 407 510 652 985

1.09 1.08 0.73 0.97 0.36 0.42 0.44 0.48 0.57 0.63 0.68 0.76 0.83 0.88 0.90 1.00 1.32

 103 03444000 35°22′10′′ 82°33′50′′ BOYLSTON CREEK NEAR HORSESHOE NC (1) 14.8 14.8 175 2.233 84 2.29 12

7.44 9.82 32.8 26.8 6.39 7.32 8.60 10.6 13.3 16.7 20.1 23.1 26.4 30.6 35.6 42.8 54.54.41 6.83 37.7 26.9 4.06 4.84 5.81 7.45 9.45 13.1 17.0 21.5 26.8 32.8 40.3 50.5 69.85.14 6.07 22.8 14.4 4.80 5.00 5.47 6.13 6.94 7.96 9.40 11.2 13.9 17.6 22.7 30.1 45.80.82 0.80 1.02 1.11 0.36 0.31 0.32 0.32 0.37 0.50 0.64 0.76 0.88 1.15 1.18 1.16 1.62

 104 03444500 35°21′58′′ 82°44′22′′ S FORK MILLS RIVER AT THE PINK BEDS NC (1) 9.99 10.1 175 2.246 80 2.72 31

3.77 6.21 31.9 24.9 3.74 4.46 5.10 6.63 8.66 12.9 16.5 20.2 24.2 28.7 34.2 42.2 59.62.96 4.53 24.3 17.8 2.77 3.26 3.88 4.92 6.20 8.53 11.0 14.0 17.4 21.2 26.0 32.4 44.83.55 4.24 16.3 9.99 3.33 3.45 3.79 4.28 4.88 5.61 6.62 7.90 9.77 12.4 16.2 21.5 32.50.72 0.70 1.24 1.08 0.36 0.29 0.30 0.31 0.35 0.47 0.58 0.69 0.87 1.22 1.45 1.52 1.93

 105 03446000 35°23′55′′ 82°35′42′′ MILLS RIVER NEAR MILLS RIVER NC (1) 66.7 66.6 175 2.226 58 2.69 69

29.9 42.5 168 132 25.5 29.7 33.9 43.8 54.4 74.3 93.0 114 136 159 188 230 30124.3 35.5 156 118 21.7 24.5 28.5 36.4 46.2 63.6 81.2 99.3 120 143 172 213 28723.4 28.3 107 72.7 21.9 23.1 25.3 29.2 34.0 41.3 48.8 57.9 70.8 87.9 112 146 219

0.99 1.00 0.68 1.02 0.39 0.39 0.41 0.42 0.49 0.57 0.65 0.74 0.80 0.86 0.85 0.90 1.17

 106 03446500 35°21′14′′ 82°26′40′′ CLEAR CREEK NEAR HENDERSONVILLE NC (1) 42.2 42.6 175 2.237 74 2.45 10

12.6 18.4 70.0 58.2 11.0 12.2 15.0 19.5 23.1 30.4 37.6 45.8 53.6 62.5 73.6 87.5 11816.0 23.6 104 78.5 14.2 16.4 19.5 24.9 31.3 41.8 52.9 65.0 78.9 94.0 113 139 19015.1 18.0 67.8 44.1 14.1 14.8 16.2 18.4 21.1 24.7 29.2 34.8 42.9 53.8 68.8 90.2 137

1.18 1.20 0.81 1.18 0.42 0.44 0.47 0.48 0.54 0.69 0.82 0.93 1.01 1.12 1.12 1.15 1.31

 107 03447000 35°23′14′′ 82°30′14′′ MUD CREEK AT U.S. 25 AT NAPLES NC (1) 110 110 175 2.234 76 2.43 16

39.7 54.4 196 170 32.9 40.2 50.4 60.0 70.0 89.1 105 123 143 165 196 240 32942.2 61.6 243 187 37.2 41.8 48.7 61.6 77.3 104 130 157 189 223 267 327 44240.9 48.2 177 119 38.2 39.9 43.6 49.7 57.2 67.3 79.7 94.7 116 145 182 236 357

1.15 1.15 0.60 0.90 0.45 0.47 0.51 0.52 0.56 0.58 0.61 0.68 0.73 0.77 0.76 0.79 1.03
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report187

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 108 03447500 35°26′08′′ 82°29′23′′ CANE CREEK AT FLETCHER NC (1) 63.1 63.1 175 2.233 66 2.32 15

12.0 17.8 73.7 55.1 11.7 13.7 15.7 19.6 24.3 31.1 37.5 46.0 55.5 65.4 77.7 94.7 12723.1 33.4 148 112 20.6 23.3 27.0 34.4 43.5 59.6 76.1 93.4 113 135 163 201 27221.8 26.0 99.8 66.0 20.4 21.4 23.5 26.8 30.9 36.9 43.7 51.9 64.0 79.9 102 134 203

0.99 1.01 0.69 1.04 0.39 0.39 0.41 0.42 0.49 0.57 0.65 0.74 0.81 0.88 0.87 0.92 1.19

 109 03448500 35°32′28′′ 82°40′35′′ HOMINY CREEK AT CANDLER NC (1) 79.8 79.9 175 2.219 68 2.57 34

20.7 29.8 96.1 77.0 18.4 20.7 24.1 30.3 37.7 46.9 55.8 66.1 77.6 90.2 105 126 16328.8 42.1 182 138 25.6 28.9 33.7 42.9 54.2 74.1 94.1 115 139 165 200 246 33329.3 34.9 127 87.6 27.4 28.7 31.4 36.0 41.5 49.5 58.6 69.4 84.8 105 133 172 258

0.99 1.00 0.62 0.97 0.37 0.38 0.40 0.42 0.48 0.56 0.64 0.71 0.77 0.81 0.80 0.84 1.07

 110 03449000 35°39′11′′ 82°21′04′′ N FORK SWANNONOA RIVER NR BLACK MTN NC (1) 23.8 24.0 175 2.190 73 3.02 32

1.35 2.34 47.6 34.6 1.23 1.54 1.81 2.67 4.09 8.07 14.3 21.4 30.1 40.3 51.4 66.9 1018.20 11.8 56.9 42.9 7.55 8.57 9.91 12.6 15.9 22.0 28.2 35.0 42.8 51.4 62.1 77.1 1059.29 11.1 37.2 26.6 8.63 9.01 9.88 11.3 12.9 15.2 17.9 21.1 25.5 31.4 39.5 51.2 75.50.89 0.88 0.41 0.65 0.37 0.31 0.33 0.34 0.38 0.47 0.54 0.56 0.56 0.61 0.58 0.64 0.77

 111 03450000 35°39′11′′ 82°24′20′′ BEE TREE CREEK NEAR SWANNONOA NC (1) 5.46 5.44 175 2.193 69 2.72 66

0.62 1.08 10.6 7.03 0.59 0.71 0.89 1.28 1.69 2.81 4.03 5.56 7.30 9.32 12.2 15.8 22.41.80 2.59 13.0 9.25 1.79 1.98 2.24 2.80 3.51 4.92 6.44 8.19 9.85 11.6 13.8 16.6 23.61.91 2.30 8.14 5.50 1.77 1.86 2.04 2.31 2.63 3.07 3.61 4.29 5.23 6.53 8.41 11.2 16.70.60 0.63 0.53 0.93 0.34 0.25 0.26 0.27 0.32 0.44 0.56 0.62 0.68 0.79 0.72 0.69 0.86

 112 03451000 35°34′06′′ 82°32′42′′ SWANNONOA RIVER AT BILTMORE NC (1) 130 130 175 2.206 70 2.64 73

14.8 26.7 158 112 13.0 15.9 20.3 28.4 37.3 52.3 67.3 84.2 106 131 168 218 31348.7 71.8 285 222 42.7 48.2 56.7 72.4 91.2 122 153 185 222 262 314 384 51750.1 59.3 206 148 46.6 48.9 53.5 61.3 70.8 84.4 99.9 118 143 175 219 280 418

1.14 1.13 0.58 0.84 0.43 0.47 0.50 0.50 0.54 0.57 0.60 0.64 0.68 0.73 0.72 0.76 1.01

 113 03453000 35°46′10′′ 82°37′16′′ IVY CREEK NEAR MARSHALL NC (1) 158 158 175 2.206 56 2.51 47

16.8 25.5 151 97.0 16.9 19.3 21.8 27.4 35.0 47.7 60.1 75.7 95.3 120 152 202 29959.1 88.4 351 275 51.7 58.4 68.8 89.1 113 154 193 233 277 326 390 480 63556.8 68.3 248 180 53.0 56.1 61.5 71.2 82.9 102 121 142 173 212 266 341 512

1.13 1.12 0.58 0.83 0.42 0.46 0.50 0.50 0.54 0.57 0.60 0.64 0.69 0.74 0.73 0.78 1.03

 114 03454000 35°55′11′′ 82°45′42′′ BIG LAUREL CREEK NEAR STACKHOUSE NC (1) 126 126 175 2.200 35 2.90 37

26.1 35.6 183 131 24.4 26.7 29.5 36.7 45.0 60.2 77.2 97.3 122 151 188 242 35826.2 37.8 226 155 24.8 27.7 32.0 40.5 50.9 70.7 91.9 117 147 183 230 298 44126.6 36.2 201 135 25.1 27.9 31.5 38.9 48.2 66.7 83.5 104 131 165 216 285 432

1.30 1.29 0.79 1.44 0.83 0.87 0.89 0.84 0.85 0.92 1.00 1.08 1.11 1.12 1.08 1.08 1.49

 116 03456000 35°26′38′′ 82°54′46′′ WF PIGEON R, LAKE LOGAN, WAYNESBORO NC (1) 55.3 55.1 175 2.255 76 3.20 27

27.6 36.8 164 109 27.2 29.1 33.1 39.1 45.7 59.2 78.6 100 121 147 179 224 31323.5 32.5 131 97.2 21.3 23.7 27.3 33.8 41.3 54.4 67.8 82.8 101 120 144 176 23820.9 25.0 93.9 60.4 19.7 20.4 22.4 25.7 29.8 34.9 41.2 49.0 60.1 75.7 96.3 125 187

1.41 1.40 0.74 0.98 0.64 0.63 0.68 0.67 0.71 0.68 0.67 0.73 0.82 0.91 0.93 1.01 1.28
188 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 117 03458500 35°34′37′′ 82°57′07′′ PIGEON RIVER NEAR CRABTREE NC (1) 243 242 175 2.215 78 2.87 8

66.4 104 471 394 61.4 68.3 82.0 114 144 193 259 319 381 450 541 661 84886.4 127 491 397 75.0 84.4 98.8 127 161 215 266 320 384 453 543 669 89599.4 117 396 287 92.7 96.5 105 121 140 165 196 231 280 342 422 535 795

1.31 1.33 0.69 0.97 0.42 0.49 0.54 0.59 0.66 0.68 0.72 0.79 0.85 0.89 0.86 0.91 1.19

 118 03459000 35°37′22′′ 83°00′26′′ JONATHAN CREEK NEAR COVE PARK NC (1) 65.3 65.7 175 2.214 61 3.03 42

27.4 34.8 129 87.8 26.0 27.8 30.4 36.5 43.4 54.4 65.5 78.9 96.5 118 145 178 24123.6 34.4 153 116 21.0 23.7 27.6 35.3 44.8 61.6 78.7 96.5 116 139 168 207 27924.4 29.5 106 74.5 22.8 24.0 26.3 30.5 35.5 42.8 50.6 59.8 72.5 89.5 113 146 217

1.02 1.04 0.67 1.01 0.40 0.40 0.41 0.43 0.50 0.58 0.65 0.73 0.79 0.85 0.83 0.88 1.14

 119 03459500 35°38′05′′ 82°59′21′′ PIGEON RIVER NEAR HEPCO NC (1) 350 350 175 2.214 73 2.87 74

124 164 672 461 118 128 144 170 206 272 341 417 505 606 727 898 1274134 194 725 591 115 131 154 196 246 326 403 482 575 679 808 989 1309143 169 574 422 133 139 152 176 205 244 289 341 412 501 617 779 1157

1.12 1.16 0.68 0.87 0.35 0.43 0.46 0.50 0.59 0.63 0.68 0.75 0.81 0.84 0.84 0.91 1.23

 120 03460000 35°40′02′′ 83°04′22′′ CATALOOCHEE CR NR CATALOOCHEE NC (1) 49.2 49.2 175 2.214 52 3.17 57

21.8 27.6 111 76.5 19.6 21.2 23.7 28.4 34.1 44.1 54.7 67.0 81.4 98.2 120 150 21015.2 21.5 106 77.5 14.0 15.7 18.2 23.0 28.8 39.2 50.2 62.5 76.6 92.0 111 138 19615.4 19.3 79.9 54.2 14.4 15.4 17.0 20.1 23.8 29.9 35.9 43.0 52.9 66.1 84.8 111 165

1.00 1.03 0.67 1.08 0.51 0.48 0.48 0.48 0.54 0.65 0.75 0.82 0.84 0.89 0.87 0.93 1.22

 124 03462000 35°53′59′′ 82°01′50′′ NORTH TOE RIVER NEAR ALTAPASS NC (1) 104 105 163 2.170 80 3.05 19

35.0 47.0 188 153 36.4 37.9 40.7 48.6 60.4 80.4 99.4 121 145 173 208 254 34131.3 44.0 192 144 29.1 32.4 37.2 46.2 56.8 75.0 93.9 115 141 170 207 258 36141.2 49.0 162 125 38.2 40.0 43.9 50.5 58.7 69.6 83.1 98.6 119 144 177 226 330

1.02 1.04 0.61 0.93 0.41 0.46 0.47 0.47 0.53 0.63 0.73 0.76 0.80 0.88 0.85 0.86 1.14

 125 03463300 35°49′53′′ 82°11′04′′ SOUTH TOE RIVER NEAR CELO NC (1) 43.3 43.3 175 2.176 76 2.96 44

16.4 25.5 141 98.5 14.9 17.0 19.8 26.7 36.0 51.7 67.1 82.0 98.1 118 143 180 26213.8 19.3 87.8 65.8 12.4 14.1 16.3 20.4 25.3 33.8 42.6 52.5 64.0 76.7 91.7 112 15717.5 20.7 66.4 49.7 16.2 17.0 18.5 21.1 24.3 28.4 33.5 39.5 47.4 57.7 71.6 92.0 135

1.05 1.06 0.56 0.85 0.43 0.40 0.41 0.41 0.46 0.53 0.60 0.64 0.66 0.71 0.66 0.66 0.93

 126 03463500 35°54′22′′ 82°11′19′′ SOUTH TOE RIVER AT NEWDALE NC (1) 59.9 58.5 175 2.173 70 2.87 18

26.5 36.1 175 146 23.6 25.5 28.9 35.9 48.3 67.9 84.6 102 122 145 176 223 31918.2 25.8 117 88.8 16.7 18.8 21.7 27.3 33.9 45.5 57.6 71.0 86.4 103 124 152 21323.3 27.6 89.2 67.8 21.6 22.6 24.8 28.3 32.6 38.7 45.7 53.7 64.5 78.1 96.9 124 183

1.05 1.08 0.62 0.89 0.43 0.42 0.44 0.44 0.49 0.57 0.64 0.67 0.69 0.79 0.75 0.76 1.11

 127 03464000 36°00′52′′ 82°19′40′′ CANE RIVER NEAR SIOUX NC (1) 157 157 158 2.169 69 3.02 37

40.6 58.4 247 180 37.2 40.8 46.7 58.5 73.4 97.7 121 146 176 215 262 332 46146.9 67.8 290 222 42.1 47.3 55.4 70.5 87.6 116 145 178 216 258 314 392 54657.8 70.0 244 189 53.6 56.7 62.5 72.8 85.5 104 125 149 180 218 269 342 502

1.49 1.40 0.64 0.99 0.58 0.68 0.73 0.72 0.75 0.79 0.84 0.85 0.88 0.92 0.86 0.85 1.16
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report189

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 138 03471500 36°45′37′′ 81°37′53′′ S FORK HOLSTON RIVER AT RIVERSIDE VA (1) 76.1 76.6 97 2.077 68 3.19 70

18.9 22.6 111 68.1 17.8 19.1 21.7 23.9 27.2 34.4 43.6 55.6 70.7 89.6 114 153 22912.7 17.5 98.5 64.5 11.9 13.5 15.3 18.4 22.4 30.0 38.7 49.6 63.4 82.2 106 141 20815.6 21.3 106 86.2 14.4 16.0 18.3 22.5 28.0 37.4 49.0 62.5 78.7 96.8 120 158 230

0.91 1.07 0.75 1.93 0.77 0.82 0.89 1.08 1.45 1.71 1.87 1.80 1.54 1.33 1.44 1.79 2.21

 139 03472500 36°37′40′′ 81°47′28′′ BEAVERDAM CREEK AT DAMASCUS VA (1) 56.0 55.7 100 2.088 52 3.45 11

4.65 8.64 100 48.4 5.89 6.29 7.10 9.04 13.5 19.9 27.9 37.9 53.2 74.1 101 140 2197.86 10.9 59.0 38.1 7.17 8.47 9.67 11.4 13.5 17.8 22.9 29.2 37.0 47.8 64.6 96.0 141

11.0 15.3 79.1 62.8 10.2 11.4 13.1 16.2 20.3 27.9 36.3 46.0 57.8 71.4 89.8 118 173

0.92 1.09 0.70 1.95 0.76 0.81 0.87 1.03 1.37 1.63 1.80 1.75 1.49 1.28 1.40 1.73 2.24

 140 03473000 36°39′06′′ 81°50′39′′ S FORK HOLSTON RIVER NR DAMASCUS VA (1) 301 303 92 2.088 58 3.01 70

73.1 89.5 473 302 68.1 72.6 81.9 92.9 110 143 187 237 302 388 499 665 100747.5 63.7 388 254 43.8 49.6 56.0 66.2 79.6 107 140 182 235 302 396 561 85855.5 77.3 432 348 51.4 57.9 66.7 83.4 106 147 196 252 320 395 489 639 941

0.72 0.90 1.17 2.49 0.62 0.73 0.79 0.96 1.34 1.80 2.22 2.46 2.38 2.40 1.93 2.40 2.93

 141 03473500 36°53′19′′ 81°20′51′′ MIDDLE FK HOLSTON RIVER AT GROSECLOSE VA (1) 7.39 7.46 100 2.056 44 1.86 10

2.50 2.84 8.53 6.45 2.23 2.46 2.67 2.98 3.44 3.92 4.41 5.11 5.82 6.93 8.31 10.5 15.70.72 1.00 5.87 3.67 0.58 0.74 0.87 1.05 1.24 1.66 2.15 2.78 3.60 4.60 6.50 10.4 15.51.15 1.60 8.94 6.88 1.06 1.21 1.39 1.67 2.03 2.83 3.67 4.71 6.01 7.47 9.73 13.4 20.20.83 0.90 0.43 1.49 0.86 0.79 0.84 0.90 1.02 1.21 1.31 1.16 0.95 0.80 1.02 1.80 2.14

 142 03474000 36°48′26′′ 81°37′20′′ M FK HOLSTON RIVER AT SEVEN MILE FORD VA (1) 132 132 98 2.074 70 2.98 45

27.0 32.5 161 97.0 24.7 27.6 29.8 32.8 37.7 46.4 57.8 75.5 92.2 119 154 214 34126.7 35.0 177 122 25.0 27.8 30.9 36.3 43.3 56.9 72.7 91.9 116 149 191 250 36727.6 37.2 182 150 25.4 28.3 32.3 39.5 49.0 65.4 85.6 109 137 167 206 269 392

0.97 1.15 0.92 2.21 0.77 0.84 0.89 1.06 1.41 1.77 2.10 2.20 2.04 1.97 1.61 2.05 2.46

 143 03474500 36°47′46′′ 81°40′53′′ MIDDLE FK HOLSTON RIVER AT CHILHOWIE VA (1) 155 155 98 2.077 71 2.92 10

25.0 33.3 202 140 23.5 26.9 30.6 37.2 43.0 56.2 73.8 95.7 120 150 192 265 40733.4 43.1 207 145 31.0 34.3 38.1 44.6 52.7 68.4 86.7 109 136 175 224 292 42732.5 43.8 215 177 30.0 33.3 38.0 46.5 57.7 76.9 101 128 161 197 242 316 462

0.94 1.13 0.96 2.23 0.77 0.86 0.92 1.07 1.42 1.79 2.13 2.25 2.11 2.05 1.68 2.17 2.61

 144 03475000 36°42′47′′ 81°49′08′′ M FORK HOLSTON RIVER NR MEADOWVIEW VA (1) 211 206 99 2.085 74 2.66 47

43.6 54.6 241 164 34.4 38.9 43.6 52.9 63.2 78.6 96.4 117 145 188 242 326 49943.4 56.4 282 198 41.7 44.6 49.4 58.2 69.1 89.9 114 145 182 232 296 374 57343.3 57.8 285 232 39.9 44.3 50.5 61.5 75.9 101 132 168 212 259 318 415 612

0.79 0.98 1.11 2.28 0.67 0.76 0.82 0.96 1.27 1.62 1.99 2.23 2.23 2.15 1.67 2.13 2.80

 146 03477500 36°38′25′′ 82°06′42′′ BEAVER CREEK NEAR WALLACE VA (1) 13.7 13.9 113 2.097 82 1.63 10

3.27 3.86 14.1 10.3 3.37 3.49 3.66 4.20 4.72 5.55 6.75 8.27 10.3 13.4 16.8 21.1 27.82.38 3.26 16.0 11.2 2.08 2.43 2.79 3.38 4.07 5.37 6.77 8.57 10.9 13.9 17.5 22.5 32.22.85 3.65 17.2 12.7 2.62 2.88 3.24 3.74 4.38 5.50 7.00 8.84 11.3 14.0 17.9 24.3 37.00.85 0.91 0.51 1.43 0.72 0.68 0.73 0.78 0.89 1.07 1.17 1.09 0.95 0.86 1.18 2.08 2.38
190 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 147 03478400 36°37′54′′ 82°08′02′′ BEAVER CREEK AT BRISTOL VA (1) 27.7 27.5 112 2.098 82 1.63 44

8.54 10.0 31.4 26.2 7.08 7.57 8.54 10.2 11.7 14.8 18.1 21.6 26.6 32.2 39.3 48.7 63.14.89 6.77 34.4 23.5 4.49 5.12 5.83 7.05 8.53 11.3 14.3 18.1 22.9 29.9 37.8 48.2 68.85.72 7.32 34.6 25.9 5.25 5.79 6.51 7.55 8.89 11.2 14.3 18.1 23.0 28.6 36.2 48.9 74.30.87 0.92 0.48 1.30 0.69 0.70 0.75 0.80 0.90 1.05 1.13 1.05 0.91 0.80 0.98 1.77 2.07

 148 03479000 36°14′18′′ 81°49′22′′

WATAUGA RIVER NEAR SUGAR GROVE NC (1) 92.1 91.0 75 2.153 78 3.48 62

20.1 29.4 177 125 18.3 20.6 24.5 30.3 39.5 57.4 75.5 93.7 116 144 178 230 33910.1 15.2 130 75.3 9.86 11.1 12.8 16.3 21.1 30.4 41.2 55.5 74.3 98.4 131 178 280

11.8 17.4 141 89.6 11.1 12.5 14.7 18.8 24.4 34.0 47.1 63.6 85.5 113 146 199 299

0.82 0.93 0.56 1.78 0.72 0.79 0.85 0.97 1.20 1.39 1.51 1.52 1.36 1.14 1.03 1.43 2.69

 151 03480500 36°10′07′′ 81°54′33′′ ELK RIVER NEAR BANNER ELK NC (1) 17.8 18.2 75 2.158 88 3.64 5

5.63 7.55 40.3 26.0 4.55 4.80 5.29 6.95 10.5 16.0 20.7 25.3 29.8 34.6 42.7 54.1 78.81.76 2.86 27.3 15.1 1.67 2.03 2.42 3.01 3.85 5.73 7.91 10.7 14.5 19.9 26.2 35.0 55.72.31 3.41 27.8 16.7 2.17 2.44 2.87 3.61 4.65 6.31 8.72 11.8 15.9 21.4 28.1 39.0 58.60.72 1.23 0.55 2.40 0.81 0.88 1.09 1.31 1.58 1.93 2.00 1.88 1.50 1.11 1.05 1.18 1.68

 152 03481000 36°11′01′′ 81°57′45′′ ELK RIVER NEAR ELK PARK NC (1) 42.1 42.0 96 2.159 86 3.57 20

9.09 13.3 81.5 61.8 8.96 9.81 11.5 14.1 18.4 28.0 37.0 46.9 58.8 71.9 87.6 112 1636.77 9.37 51.6 34.1 6.56 7.20 8.11 9.71 11.9 15.8 20.2 25.7 32.7 41.8 54.7 72.4 1188.17 11.2 65.0 43.3 7.64 8.35 9.60 11.7 14.6 18.9 24.8 32.0 41.4 53.3 68.0 91.1 1350.98 0.94 0.41 1.13 0.90 0.91 0.95 0.90 0.89 0.89 0.92 0.93 0.84 0.75 0.69 0.84 1.64

 161 03488000 36°53′48′′ 81°44′47′′ N FORK HOLSTON RIVER NR SALTVILLE VA (1) 222 221 79 2.075 62 3.44 83

23.8 30.9 297 158 23.4 25.4 27.3 32.5 39.7 55.4 78.6 111 156 214 289 398 64927.7 38.8 288 173 25.8 29.3 33.3 40.6 50.3 70.0 94.2 126 166 218 290 411 63833.5 48.7 315 249 31.1 35.4 41.4 52.8 68.6 97.9 134 177 229 287 357 472 691

0.71 0.88 1.21 2.90 0.72 0.82 0.90 1.11 1.57 2.14 2.66 2.93 2.77 2.63 2.05 2.60 2.95

 162 03488500 36°46′29′′ 82°04′22′′ N FORK HOLSTON RIVER AT HOLSTON VA (1) 402 401 77 2.089 64 3.45 7

42.4 50.0 525 192 44.4 45.2 46.7 51.5 59.4 80.3 111 162 239 345 494 712 120546.1 64.3 562 340 44.4 50.1 57.0 69.8 89.5 130 178 239 318 421 560 765 120358.9 86.0 587 454 54.8 62.4 73.2 94.0 123 176 243 323 421 530 660 869 1279

0.39 0.44 1.92 4.15 0.35 0.42 0.45 0.53 1.01 2.42 3.50 4.32 4.38 3.98 3.09 2.82 3.33

 163 03489500 36°42′05′′ 82°18′26′′ N FORK HOLSTON RIVER AT MENDOTA VA (1) 493 493 77 2.098 66 3.31 10

46.0 67.9 684 398 46.3 49.8 56.8 72.6 94.6 142 208 286 385 509 665 912 153263.3 87.9 711 438 60.7 67.6 76.6 94.4 120 172 233 313 414 541 709 963 150471.8 104 726 552 66.8 76.1 89.1 114 149 214 295 392 513 649 809 1066 1578

0.38 0.43 1.78 3.90 0.34 0.43 0.46 0.53 1.00 2.31 3.22 3.87 3.87 3.64 3.06 2.75 3.30

 164 03489900 36°38′47′′ 82°33′12′′ BIG MOCCASIN CREEK NR GATE CITY VA (1, 2) 79.6 79.7 50 2.132 83 1.96 8

6.45 11.3 106 43.9 7.29 7.99 9.38 12.2 14.8 19.6 25.5 35.6 50.7 71.2 96.5 136 2343.45 6.56 131 59.6 3.46 4.23 5.27 7.47 10.8 18.0 27.3 40.4 59.8 86.1 121 172 2833.86 6.53 109 58.7 3.66 4.41 5.42 7.23 9.97 15.5 24.1 36.3 53.8 76.1 104 152 2430.41 0.47 0.79 2.52 0.33 0.38 0.42 0.49 0.76 1.38 1.84 2.00 1.74 1.49 1.57 2.70 4.35
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report191

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 165 03490000 36°36′31′′ 82°34′05′′ N FORK HOLSTON RIVER NR GATE CITY VA (1) 672 671 73 2.134 66 2.95 50

58.8 88.1 905 434 61.4 65.2 72.8 89.9 113 163 228 318 451 642 878 1245 206081.5 117 972 612 77.8 87.8 101 127 163 235 322 432 574 753 984 1332 206483.2 123 1017 702 78.1 89.5 105 136 180 260 365 494 662 857 1089 1456 2201

0.41 0.45 1.95 3.95 0.37 0.46 0.48 0.53 0.98 2.18 2.98 3.63 3.76 3.63 3.47 3.39 4.39

 179 03500000 35°08′59′′ 83°22′47′′ LITTLE TENNESSEE RIVER NR PRENTICE NC (1) 140 139 175 2.277 59 2.61 58

77.3 102 384 277 70.3 76.5 89.0 106 127 168 210 256 309 362 443 537 71557.2 83.2 318 252 48.5 55.1 64.8 83.2 105 140 175 210 249 295 353 433 57547.0 57.0 239 149 44.4 46.7 51.2 59.5 69.5 84.5 100 120 148 188 242 315 481

0.94 0.94 0.72 0.79 0.37 0.40 0.42 0.44 0.50 0.52 0.53 0.60 0.67 0.77 0.85 0.96 1.30

 180 03500240 35°09′31′′ 83°23′40′′ CARTOOGECHAYE CREEK NR FRANKLIN NC (1) 57.1 56.2 175 2.277 51 2.64 40

27.4 37.5 141 94.8 24.2 26.3 30.4 37.9 47.1 60.3 74.2 89.2 108 128 159 193 26026.0 35.9 141 106 23.4 26.1 30.0 37.3 45.9 61.2 76.8 93.0 111 131 157 192 25417.7 21.8 95.2 57.7 16.7 17.7 19.5 22.7 26.5 32.7 38.7 46.2 57.5 73.3 96.1 126 194

2.13 2.18 1.05 1.35 0.89 0.89 0.99 1.01 1.08 0.96 0.91 1.00 1.13 1.28 1.31 1.39 1.72

 181 03500500 35°04′14′′ 83°13′57′′ CULLASAGA RIVER AT HIGHLANDS NC (1) 14.9 14.7 175 2.278 50 3.06 39

2.40 10.2 59.7 43.9 1.86 3.96 7.68 12.3 17.2 22.4 28.8 35.9 43.6 52.8 64.2 83.2 1176.16 9.21 37.8 28.6 5.73 6.73 8.00 9.94 12.3 16.0 19.9 24.0 28.2 33.7 40.6 51.6 70.34.55 5.68 25.0 14.7 4.31 4.54 5.02 5.84 6.83 8.36 9.88 11.8 14.7 18.9 25.1 33.4 50.80.99 0.96 1.36 1.21 0.55 0.48 0.51 0.48 0.51 0.60 0.69 0.81 0.97 1.38 1.81 2.22 2.50

 182 03501000 35°09′59′′ 83°19′25′′ CULLASAGA RIVER AT CULLASAGA NC (1) 86.5 175 2.27554 52

36.8 51.6 223 164 32.9 36.9 43.3 55.4 70.1 91.1 116 142 172 206 247 315 43536.3 51.9 203 156 31.5 35.4 41.0 51.9 65.0 87.0 108 131 157 186 224 275 36928.9 35.3 148 91.3 27.3 28.7 31.5 36.6 42.8 52.0 61.7 73.5 91.1 116 150 196 298

1.53 1.64 0.90 1.15 0.56 0.58 0.67 0.75 0.84 0.79 0.75 0.83 0.92 1.02 1.06 1.15 1.52

 183 03504000 35°07′37′′ 83°37′09′′ NANTAHALA RIVER NR RAINBOW SPRINGS NC (1) 51.9 52.0 175 2.282 70 2.81 61

38.7 51.3 203 144 35.8 38.9 44.7 55.5 67.2 89.4 113 137 163 193 231 285 37923.1 32.0 126 93.6 20.9 23.3 26.8 33.2 40.5 53.3 66.6 80.9 97.4 115 139 170 22618.0 21.7 89.4 53.8 17.0 17.7 19.5 22.4 25.9 30.6 36.3 43.3 53.8 68.8 89.2 117 178

1.76 1.70 0.99 1.13 0.77 0.74 0.80 0.80 0.85 0.82 0.80 0.90 0.98 1.10 1.20 1.42 1.76

 184 03505500 35°17′55′′ 83°39′21′′ NANTAHALA RIVER AT NANTAHALA NC (1) 144 144 174 2.273 58 2.87 40

34.0 116 494 454 28.2 33.5 42.1 61.0 108 267 386 447 495 550 620 697 80758.4 84.5 327 256 49.9 56.6 66.3 84.8 106 143 178 214 255 302 363 445 59349.6 60.5 250 158 46.9 49.2 54.1 63.1 74.2 90.4 107 128 158 200 257 332 504

0.99 1.01 0.73 0.88 0.37 0.41 0.44 0.47 0.54 0.57 0.58 0.66 0.74 0.82 0.88 0.98 1.31

 185 03506500 35°22′32′′ 83°33′59′′ NANTAHALA RIVER AT ALMOND NC (1) 174 174 173 2.270 55 2.86 28

104 133 506 380 95.2 99.8 110 138 168 216 264 320 389 474 578 706 941

71.3 103 398 315 60.2 68.9 81.1 104 130 175 219 263 312 369 443 544 72359.3 72.5 302 193 56.0 59.0 64.8 75.9 89.5 110 131 156 193 243 311 402 610

0.94 0.91 0.71 0.85 0.37 0.40 0.41 0.44 0.50 0.53 0.54 0.62 0.71 0.79 0.85 0.96 1.31
192 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 186 03508000 35°16′55′′ 83°07′37′′ TUCKASEGEE RIVER AT TUCKASEGEE NC (1) 143 143 175 2.268 65 2.71 42

57.5 125 400 349 22.0 29.2 43.3 82.3 128 188 246 297 349 403 479 571 71157.7 83.4 319 250 49.7 56.0 65.0 82.9 104 139 173 209 249 295 354 434 57950.6 60.9 244 155 47.7 49.9 54.7 63.3 73.8 88.7 105 125 155 195 249 322 489

0.98 1.01 0.72 0.87 0.37 0.40 0.44 0.48 0.54 0.57 0.58 0.65 0.73 0.82 0.87 0.96 1.29

 187 03509000 35°23′02′′ 83°12′51′′ SCOTT CREEK ABOVE SYLVIA NC (1) 51.0 51.0 175 2.267 55 3.00 36

27.2 34.8 115 89.0 23.8 26.6 29.8 36.0 42.4 53.0 65.3 79.3 94.3 112 132 160 20821.2 32.2 131 99.2 18.9 22.1 26.6 33.8 42.0 56.1 70.7 86.0 103 122 146 180 23917.1 21.0 87.1 54.2 16.2 17.0 18.7 21.8 25.5 31.1 36.8 43.8 54.1 68.6 89.1 117 176

2.01 2.36 0.98 1.31 0.72 0.84 1.03 1.05 1.08 0.96 0.91 0.99 1.12 1.23 1.24 1.32 1.57

 188 03509500 35°22′25′′ 83°13′05′′ SCOTT CREEK AT SYLVA NC (1) 55.5 55.3 175 2.267 56 2.96 14

23.3 29.4 107 91.4 22.2 23.6 26.5 30.0 35.6 48.1 58.8 69.7 82.5 97.2 117 149 19925.0 34.9 137 104 22.6 25.2 29.1 36.3 44.8 59.8 75.2 91.2 109 128 154 188 24918.6 22.9 94.4 58.8 17.6 18.5 20.4 23.7 27.7 33.7 39.9 47.5 58.7 74.4 96.5 126 191

2.28 2.33 1.03 1.34 0.93 0.93 1.04 1.05 1.10 0.97 0.91 1.00 1.13 1.27 1.28 1.38 1.67

 189 03510500 35°22′00′′ 83°15′37′′ TUCKASEGEE RIVER AT DILLSBORO NC (1) 347 347 175 2.268 59 2.75 48

194 274 795 660 162 181 210 264 328 417 491 571 659 772 902 1080 1384144 213 776 651 120 140 167 217 270 356 439 524 622 727 859 1047 1394124 150 601 393 117 123 135 157 185 226 269 319 393 491 624 798 1211

0.96 0.90 0.76 0.75 0.33 0.39 0.40 0.43 0.49 0.51 0.53 0.60 0.66 0.78 0.87 1.04 1.43

 190 03511000 35°29′04′′ 83°18′56′′ OCANALUFTEE RIVER AT CHEROKEE NC (1) 131 131 107 2.266 47 3.09 28

71.9 90.5 384 291 72.7 75.3 80.6 96.1 120 159 197 240 291 350 421 523 72624.8 36.6 255 149 22.9 25.5 29.5 37.2 46.9 65.7 85.8 112 146 193 254 339 51622.4 31.4 228 128 21.4 23.6 27.1 33.8 42.7 58.6 75.9 97.4 128 171 228 308 476

0.99 0.93 1.30 1.69 0.84 0.85 0.85 0.82 0.83 0.88 0.92 1.05 1.15 1.21 1.25 1.37 2.34

 191 03513500 35°29′06′′ 83°30′15′′ NOLAND CREEK NEAR BRYSON CITY NC (1) 13.8 13.8 100 2.267 46 3.04 35

6.43 9.07 44.9 31.3 5.83 6.31 7.28 9.54 12.5 16.9 21.5 26.6 32.7 39.7 48.9 61.7 87.31.99 2.86 24.3 13.6 1.91 2.12 2.44 3.05 3.82 5.39 7.22 9.63 12.9 17.5 23.5 31.4 49.31.94 2.81 23.2 11.9 1.86 2.07 2.39 2.98 3.76 5.18 6.76 8.82 11.8 16.2 22.4 31.3 48.80.83 0.73 1.20 1.67 0.90 0.75 0.73 0.68 0.71 0.79 0.87 1.01 1.22 1.73 2.09 2.33 2.59

 192 03514000 35°28′38′′ 83°42′58′′ HAZEL CREEK AT PROCTOR NC (1) 44.4 44.2 100 2.264 45 3.09 9

23.2 28.7 130 88.8 22.0 25.0 27.0 32.4 37.7 49.7 62.7 79.7 99.5 121 145 182 247

6.99 9.83 78.8 45.1 6.89 7.57 8.57 10.5 12.9 17.9 23.8 32.3 43.5 57.0 73.8 98.6 1576.50 9.37 75.5 40.4 6.23 6.93 8.01 10.0 12.8 17.8 23.2 30.2 40.3 54.5 74.3 102 1591.17 1.23 1.94 2.31 1.20 1.08 1.12 1.09 1.15 1.31 1.40 1.66 1.71 1.85 1.99 2.04 3.27

 193 03516000 35°18′40′′ 83°51′35′′ SNOWBIRD CREEK NEAR ROBBINSVILLE NC (1) 42.0 42.0 100 2.293 43 2.95 9

32.2 38.2 159 104 32.1 33.0 34.9 40.4 48.1 62.0 77.8 97.0 119 146 182 231 316

6.28 8.62 75.1 37.3 6.11 6.71 7.61 9.27 11.3 15.1 19.7 26.6 36.8 51.0 70.9 99.7 1605.80 8.42 73.4 36.8 5.58 6.23 7.20 9.04 11.5 16.1 21.1 27.6 37.2 51.0 70.5 97.9 1540.74 0.81 1.52 2.01 0.82 0.75 0.81 0.85 0.94 1.05 1.13 1.30 1.41 1.68 1.99 2.35 4.08
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report193

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 194 03517000 35°23′02′′ 83°51′49′′ CHEOAH RIVER AT JOHNSON NC (1) 177 176 100 2.288 44 2.86 12

72.7 113 515 336 55.2 68.8 96.5 126 154 198 246 304 376 465 563 699 97130.0 40.8 331 176 28.3 31.5 36.1 44.2 54.3 73.1 95.6 127 170 234 316 436 68525.8 37.0 311 165 24.8 27.6 31.9 40.2 51.5 72.4 95.1 124 166 225 305 416 653

1.20 1.12 2.35 2.33 1.03 1.05 1.01 1.00 1.05 1.18 1.30 1.47 1.66 1.84 2.00 2.44 4.29

 200 03521500 37°05′10′′ 81°46′52′′ CLINCH RIVER AT RICHLANDS VA (1, 2) 137 138 59 2.071 83 1.80 43

15.8 21.5 190 93.9 14.7 17.3 19.3 23.9 28.7 40.1 54.4 73.2 99.8 135 182 255 41710.8 16.7 219 108 10.8 12.2 14.2 18.8 25.7 39.5 55.8 78.3 110 154 211 288 46610.7 16.6 174 118 9.95 11.8 14.1 18.1 23.9 35.5 52.3 74.5 104 138 179 251 389

0.35 0.38 1.25 3.36 0.40 0.45 0.49 0.57 1.01 2.08 2.78 3.11 2.99 2.78 2.40 2.97 3.30

 201 03523000 36°54′29′′ 82°02′20′′ BIG CEDAR CREEK NEAR LEBANON VA (1, 2) 51.5 51.5 50 2.082 83 2.01 6

4.85 6.64 74.0 28.9 4.90 5.26 5.65 6.81 8.03 10.8 14.8 19.8 29.1 43.2 63.8 94.6 1672.73 5.07 88.3 40.0 2.79 3.31 4.00 5.56 7.91 13.0 19.2 27.9 40.7 59.2 82.5 114 1912.64 4.44 66.4 39.4 2.47 3.00 3.68 4.88 6.70 10.4 16.1 24.1 35.2 48.7 65.4 95.3 1490.30 0.36 1.12 3.22 0.36 0.39 0.44 0.52 0.86 1.68 2.24 2.49 2.37 2.08 2.55 3.20 3.69

 202 03524000 36°56′41′′ 82°09′18′′ CLINCH RIVER AT CLEVELAND VA (1) 528 534 59 2.082 77 1.98 80

53.8 73.8 703 379 50.3 57.5 64.1 79.2 97.6 139 194 269 372 511 689 983 162351.0 78.2 823 458 47.8 55.1 64.9 85.8 111 165 236 328 453 609 814 1125 176943.0 67.0 709 488 40.2 47.6 57.0 74.3 99.4 150 222 315 439 577 740 1022 1579

0.43 0.48 2.38 5.05 0.42 0.51 0.54 0.62 1.15 2.67 4.15 5.34 5.56 4.98 4.59 4.14 4.28

 203 03524500 36°55′45′′ 82°27′23′′ GUEST RIVER AT COEBURN VA (1, 2) 87.3 87.3 65 2.114 85 2.70 11

1.84 3.54 141 57.6 1.84 2.00 2.63 4.24 9.02 17.8 27.4 43.9 67.9 95.2 135 192 3198.67 13.0 137 71.0 8.62 9.56 11.0 14.2 18.8 27.8 38.3 52.5 72.2 99.8 135 183 2938.67 13.2 124 79.8 8.11 9.36 11.1 14.3 18.8 26.8 38.5 53.6 73.7 97.9 127 176 2680.39 0.45 1.32 3.74 0.40 0.45 0.49 0.58 1.07 2.25 2.95 3.25 3.05 2.98 2.41 2.94 3.42

 204 03526000 36°40′26′′ 82°33′57′′ COPPER CREEK NEAR GATE CITY VA (1, 2) 106 106 50 2.131 74 1.52 26

18.8 23.4 144 73.5 18.3 18.9 20.3 24.3 28.0 35.2 44.3 57.4 77.0 104 141 194 309

4.59 8.66 168 79.4 4.57 5.64 7.03 9.93 14.4 24.3 36.8 54.2 79.3 113 157 224 3684.69 7.95 140 74.5 4.44 5.42 6.65 8.84 12.1 19.2 30.0 45.2 67.6 95.5 131 194 3140.40 0.46 0.86 2.90 0.32 0.36 0.41 0.48 0.78 1.52 2.16 2.40 2.21 1.81 1.88 2.88 4.43

 205 03527000 36°38′55′′ 82°45′02′′ CLINCH RIVER AT SPEERS FERRY VA (1) 1126 1123 60 2.134 78 2.05 57

99.2 137 1593 825 95.9 103 118 147 192 285 412 604 861 1183 1591 2229 3703

123 182 1659 988 116 133 155 199 256 373 521 711 964 1281 1690 2314 3607

91.6 142 1616 1023 86.2 101 121 159 214 321 475 674 949 1268 1642 2260 3534

0.48 0.55 3.71 6.65 0.35 0.46 0.51 0.58 0.99 2.28 3.70 5.11 5.87 5.79 5.77 5.78 6.72

 206 03527500 36°42′40′′ 82°47′45′′ NORTH FORK CLINCH RIVER AT DUFFIELD VA (1, 2) 23.1 23.1 51 2.133 87 2.93 6

1.04 1.42 36.7 8.62 1.09 1.18 1.36 1.64 2.05 3.08 4.44 6.18 10.3 20.2 33.4 53.4 88.41.52 2.62 43.0 19.0 1.50 1.83 2.19 2.84 3.80 5.92 8.60 12.6 18.5 27.3 37.8 50.7 81.81.28 2.17 33.3 17.9 1.21 1.44 1.77 2.36 3.27 4.97 7.65 11.4 16.7 23.6 32.2 47.0 73.00.43 0.60 0.64 2.11 0.55 0.59 0.68 0.81 1.00 1.30 1.46 1.51 1.30 1.06 1.19 1.56 3.08
194 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 210 03529500 36°52′08′′ 82°46′32′′ POWELL RIVER AT BIG STONE GAP VA (1, 2) 112 112 65 2.126 83 3.04 16

6.93 10.9 202 86.7 6.48 7.37 8.69 12.6 18.6 28.4 40.6 60.9 96.1 140 195 282 455

10.9 16.6 178 94.6 10.9 12.3 14.1 18.2 24.6 37.1 51.5 70.7 96.3 131 175 239 374

11.4 17.4 165 105 10.7 12.3 14.6 18.9 25.0 35.9 51.6 71.7 98.6 131 170 235 356

0.36 0.41 1.29 3.64 0.38 0.43 0.48 0.57 1.06 2.22 2.90 3.36 3.13 2.91 2.32 2.64 3.54

 211 03530500 36°46′26′′ 83°01′59′′ N FORK POWELL RIVER AT PENNINGTON GAP VA (1, 2) 71.4 71.3 62 2.136 82 3.07 9

1.38 4.24 137 54.6 1.14 1.74 2.47 4.67 6.85 12.5 21.2 34.1 54.9 80.6 115 172 3075.25 8.62 113 56.9 5.26 6.09 7.17 9.48 13.1 20.5 29.3 41.2 57.7 80.2 110 153 2446.37 9.97 106 63.8 6.00 6.95 8.33 10.8 14.5 21.0 30.6 43.0 60.0 81.2 107 150 2280.35 0.44 0.78 2.92 0.32 0.37 0.42 0.51 0.86 1.69 2.21 2.42 2.15 1.77 1.57 2.17 3.54

 212 03531000 36°44′04′′ 82°59′56′′ POWELL RIVER NEAR PENNINGTON GAP VA (1, 2) 290 290 64 2.136 83 2.83 10

13.7 23.2 553 281 15.4 18.1 20.5 27.7 40.5 72.2 125 192 263 357 486 704 116628.8 42.5 435 244 27.5 31.2 36.0 46.2 60.8 90.5 127 176 241 324 430 595 94128.5 43.7 433 275 26.8 31.0 36.9 47.9 63.8 92.5 134 187 258 344 445 610 932

0.40 0.44 2.08 3.90 0.39 0.45 0.48 0.54 0.95 1.98 2.86 3.65 3.81 3.64 3.20 3.07 3.64

 213 03531500 36°39′43′′ 83°05′42′′ POWELL RIVER NEAR JONESVILLE VA (1, 2) 319 320 64 2.142 83 2.75 70

25.8 37.3 535 248 24.4 26.7 30.5 40.5 54.2 82.3 119 172 252 359 502 737 121831.9 47.5 474 266 30.1 34.4 39.9 51.7 67.9 99.9 140 193 263 353 469 648 102131.1 47.6 478 300 29.3 33.8 40.3 52.3 69.6 101 146 204 283 378 489 672 1029

0.48 0.52 2.03 3.85 0.38 0.45 0.49 0.55 0.94 1.94 2.81 3.63 3.79 3.59 3.24 3.10 3.67

 231 03545000 34°54′20′′ 83°43′02′′ HIWASSEE RIVER AT PRESLEY GA (1) 45.5 45.6 175 2.298 51 3.22 40

28.1 35.2 139 102 28.7 29.9 31.8 37.3 45.0 58.5 74.3 91.3 110 132 157 196 26318.8 28.2 119 89.0 17.3 20.0 23.7 29.6 36.7 49.3 62.2 75.5 90.5 108 130 163 21814.7 18.3 81.4 47.6 13.9 14.6 16.2 19.0 22.4 27.5 32.6 38.9 48.3 62.3 82.0 108 164

1.12 1.20 1.15 1.01 0.62 0.64 0.69 0.65 0.67 0.68 0.69 0.78 0.87 1.04 1.29 1.67 2.15

 232 03546000 35°01′29′′ 83°42′27′′ SHOOTING CREEK NEAR HAYESVILLE NC (1) 37.6 37.8 175 2.289 49 2.65 12

13.9 17.2 87.5 65.4 13.5 15.0 16.3 19.8 23.9 31.2 41.8 53.4 67.4 82.3 101 127 16915.7 23.3 97.1 72.1 14.5 16.9 20.1 25.0 30.6 40.1 50.3 61.0 72.7 86.8 105 133 180

11.5 14.2 64.6 37.8 10.9 11.5 12.7 14.8 17.3 21.4 25.3 30.3 37.8 48.6 64.5 85.5 132

1.57 1.50 1.10 0.99 0.82 0.83 0.86 0.74 0.72 0.72 0.73 0.80 0.85 1.01 1.21 1.62 2.07

 233 03548000 35°04′37′′ 83°49′54′′ HIWASSEE RIVER BELOW HAYESVILLE NC (1) 252 253 175 2.307 60 2.70 8

117 142 511 448 120 130 136 153 182 225 266 316 378 451 545 684 936119 174 631 520 98.0 113 134 173 218 291 362 431 508 597 709 857 1127

85.2 104 453 271 81.0 84.8 93.1 109 128 155 185 221 275 352 455 589 905

0.94 0.81 1.38 0.76 0.41 0.46 0.46 0.44 0.46 0.46 0.46 0.55 0.66 0.88 1.16 1.58 2.89

 234 03550000 35°08′20′′ 83°58′50′′

VALLEY RIVER AT TOMOTLA NC (1) 104 104 111 2.306 48 2.71 92

29.6 42.3 255 164 27.4 32.7 36.9 47.4 59.7 81.3 107 138 176 221 277 352 51018.1 24.4 186 92.3 17.4 19.2 21.8 26.2 31.4 40.6 51.7 67.6 90.9 125 170 236 38217.1 23.9 183 94.6 16.5 18.1 20.7 25.6 32.1 43.5 56.0 71.9 95.8 130 177 241 379

0.63 0.60 1.97 1.62 0.70 0.67 0.67 0.66 0.69 0.78 0.86 0.97 1.14 1.37 1.66 2.26 4.20
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report195

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 235 03550500 34°50′28′′ 83°56′10′′ NOTTELY RIVER NEAR BLAIRSVILLE GA (1) 74.8 74.9 175 2.319 59 2.87 40

36.3 46.4 188 132 32.4 35.8 41.4 46.8 55.9 74.2 93.8 115 140 167 207 256 34337.2 51.7 197 148 32.9 36.3 41.5 51.3 63.5 85.0 107 129 154 183 220 272 36424.2 29.7 135 76.4 23.0 24.0 26.5 30.8 36.2 43.7 51.9 62.2 78.0 101 133 175 270

1.30 1.25 2.82 1.39 0.71 0.73 0.81 0.80 0.85 0.78 0.80 0.93 1.10 1.57 2.36 3.46 5.88

 236 03554000 35°01′37′′ 84°06′55′′ NOTTLEY RIVER NEAR RANGER NC (1) 272 272 159 2.313 63 2.35 30

59.7 100 513 469 34.1 40.5 48.2 84.3 136 192 241 297 363 451 554 702 994

114 163 643 473 95.5 109 128 162 201 264 324 387 464 560 682 848 1170

78.9 97.3 481 276 75.1 79.3 87.5 102 121 149 181 219 279 361 471 618 964

0.97 0.82 1.74 0.87 0.51 0.57 0.58 0.56 0.58 0.56 0.56 0.65 0.77 0.98 1.29 1.80 3.79

 239 03558000 34°47′24′′ 84°14′24′′ TOCCOA RIVER NEAR DIAL GA (1) 177 176 175 2.320 50 3.22 83

118 149 496 393 107 122 129 152 182 230 282 335 405 476 578 688 925

89.6 131 476 390 72.6 83.3 98.7 127 162 220 274 326 385 453 539 654 85657.8 71.8 329 192 55.2 57.9 63.9 75.6 90.0 112 133 159 198 254 332 432 660

1.05 1.01 1.86 1.00 0.45 0.51 0.55 0.56 0.64 0.62 0.60 0.70 0.82 1.09 1.49 2.15 4.31

 241 03560000 34°58′53′′ 84°23′12′′ FIGHTINGTOWN CR AT MCCAYSVILLE GA (1) 70.9 70.6 175 2.319 61 2.43 28

43.4 52.8 195 140 41.9 43.9 47.9 58.8 67.3 84.6 105 127 155 187 224 279 36836.2 50.7 191 145 31.8 35.1 40.3 50.3 62.5 84.0 106 128 153 180 216 266 35221.9 26.7 124 69.1 20.9 21.9 24.0 27.7 32.3 38.9 46.2 55.5 69.9 90.8 120 159 247

1.33 1.35 3.95 1.73 0.76 0.77 0.88 0.89 0.98 0.92 0.95 1.15 1.42 2.11 3.28 5.29 8.62

 254 03568500 34°58′20′′ 85°19′40′′ CHATTANOOGA CR NEAR FLINTSTONE GA (1) 50.6 50.2 75 2.353 19 1.59 23

3.02 4.66 87.0 24.1 2.47 3.28 4.07 5.42 6.98 10.1 14.5 21.7 34.8 54.0 79.9 117 1983.92 5.86 84.0 28.5 3.64 4.25 5.07 6.58 8.31 11.7 15.7 21.5 29.8 43.7 69.4 110 1912.74 4.61 84.9 33.2 2.71 3.25 3.88 5.17 6.97 11.6 16.2 22.8 33.4 49.2 74.8 111 1901.11 1.23 5.69 2.66 0.94 0.87 0.97 1.20 1.51 1.91 1.95 1.88 2.06 2.20 4.43 8.67 10.8

 256 03572110 34°56′03′′ 85°55′03′′ CROW CREEK AT BASS AL (1, 2) 131 131 48 2.377 33 2.29 21

2.76 4.81 288 79.4 2.86 3.36 4.23 5.80 9.00 18.4 35.3 66.0 112 171 248 359 6283.10 5.57 232 60.5 3.06 3.73 4.58 6.43 8.96 15.1 24.3 38.7 66.7 120 189 289 5173.49 6.77 244 79.2 3.50 4.33 5.45 7.84 11.6 20.6 32.8 51.2 82.3 131 203 312 5390.73 1.00 13.5 4.41 0.47 0.56 0.65 0.88 1.58 2.68 3.17 3.02 3.25 4.44 9.38 12.2 17.0

 257 03572900 34°22′42′′ 85°59′25′′ TOWN CREEK NEAR GERALDINE AL (1, 2) 141 142 32 2.416 3 1.53 20

0.00 0.73 290 92.0 0.00 0.00 0.26 1.02 3.24 11.7 27.9 66.6 124 194 288 416 6700.04 0.47 281 99.6 0.05 0.15 0.25 0.81 2.43 9.29 23.8 52.3 106 177 250 375 6810.16 0.58 258 47.5 0.17 0.28 0.41 0.79 1.58 5.27 11.4 23.7 49.4 97.6 192 357 7150.75 0.91 13.6 3.01 0.36 0.43 0.51 0.56 0.90 1.94 2.58 2.54 2.53 3.75 8.87 14.4 19.3

 258 03573000 34°18′05′′ 86°10′53′′ SHORT CREEK NEAR ALBERTVILLE AL (1, 2) 91.6 91.2 33 2.440 2 1.56 8

0.00 0.41 188 56.4 0.00 0.00 0.26 1.48 6.16 14.8 22.3 32.3 62.4 110 179 284 4790.02 0.25 198 69.3 0.00 0.07 0.12 0.45 1.56 6.75 17.2 37.5 80.4 132 184 277 4960.14 0.48 170 32.1 0.00 0.23 0.34 0.64 1.25 4.14 8.48 16.8 33.7 65.2 129 237 4720.73 0.85 11.1 2.85 0.33 0.38 0.43 0.45 0.70 1.55 2.07 2.08 2.09 3.07 7.52 13.7 16.3
196 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 259 03574500 34°37′27′′ 86°18′23′′ PAINT ROCK RIVER NEAR WOODVILLE AL (1, 2) 320 321 38 2.425 25 1.81 66

6.04 11.0 685 192 6.30 7.44 9.13 13.8 21.1 38.5 66.6 121 216 364 562 886 16824.30 9.76 563 162 4.39 5.85 7.54 11.8 18.2 34.7 60.5 105 176 301 463 722 13103.06 7.09 614 154 3.14 4.17 5.53 8.64 14.0 29.2 52.2 90.9 162 283 469 769 14080.82 1.10 20.2 5.53 0.46 0.59 0.68 0.75 1.19 2.47 3.59 3.95 3.85 6.00 13.6 15.7 19.3

 260 03575000 34°49′22′′ 86°28′59′′ FLINT RIVER NEAR CHASE AL (1) 342 343 135 2.423 65 1.38 63

68.8 81.0 564 256 54.1 58.2 66.4 84.5 95.8 119 142 187 246 340 478 677 118399.6 129 666 373 89.1 99.8 115 136 158 196 240 293 371 479 619 830 129062.0 79.6 628 269 60.2 64.7 72.1 84.8 101 128 160 204 278 387 539 743 1246

0.53 0.57 7.93 2.46 0.56 0.63 0.66 0.70 0.84 1.09 1.35 2.00 2.73 3.67 6.37 10.7 17.2

 261 03575830 34°41′50′′ 86°42′00′′ INDIAN CREEK NEAR MADISON AL (1) 49.0 48.4 140 2.431 88 1.33 32

1.91 3.29 70.7 26.3 1.61 2.14 2.72 3.72 4.97 7.43 10.6 16.4 25.9 39.7 59.2 89.6 148

10.4 13.8 83.4 37.8 10.7 11.6 13.0 15.2 17.5 21.1 25.4 30.8 38.9 52.1 71.5 98.5 161

9.13 11.4 86.2 34.5 8.85 9.36 10.4 11.9 13.8 16.5 20.4 26.0 35.6 50.3 70.9 100 1680.51 0.51 6.71 2.26 0.42 0.40 0.43 0.45 0.52 0.63 0.79 1.21 1.86 2.77 8.10 16.6 12.5

 262 03576148 34°24′49′′ 86°41′16′′ COTACO CREEK AT FLORETTE AL (1, 2) 136 136 50 2.440 8 1.54 14

0.38 1.57 276 65.1 0.28 0.59 0.85 1.78 3.55 10.0 25.4 55.8 100 161 250 397 7371.39 5.65 280 90.7 1.47 2.80 3.80 8.25 14.9 27.9 45.6 70.9 122 188 270 396 6772.31 4.91 255 72.9 2.36 3.10 3.92 5.90 9.02 18.9 29.8 46.7 76.4 125 209 332 6070.83 0.94 12.1 3.72 0.32 0.37 0.43 0.46 0.75 1.53 2.06 2.18 2.57 4.23 9.90 12.4 14.1

 263 03576250 34°45′06′′ 86°49′24′′ LIMESTONE CREEK NEAR ATHENS AL (1) 119 121 140 2.430 56 1.29 37

10.4 14.0 198 76.7 10.2 11.3 12.1 14.6 18.6 25.1 33.4 46.6 70.6 111 171 265 45922.9 29.8 207 93.0 21.6 23.5 26.1 30.8 36.3 46.0 56.3 70.5 92.8 126 175 253 43020.8 26.9 218 89.8 20.2 21.8 24.3 28.4 33.8 42.9 53.3 67.8 92.6 130 184 258 436

0.49 0.49 7.17 2.70 0.41 0.43 0.47 0.51 0.60 0.76 0.95 1.45 2.30 3.37 7.83 15.1 14.9

 264 03576400 34°48′10′′ 86°53′00′′ PINEY CREEK NEAR ATHENS AL (1) 55.8 54.0 140 2.429 46 1.27 8

1.15 2.47 93.7 35.3 1.60 1.78 2.16 3.00 4.19 6.61 10.8 17.0 28.7 48.4 76.0 121 2096.13 9.28 94.8 42.8 6.26 6.89 7.80 9.90 12.9 19.0 24.4 31.9 42.8 58.0 80.1 121 2078.47 11.2 95.4 38.4 8.25 8.97 10.0 11.8 14.0 18.2 22.6 28.8 39.5 55.7 80.5 114 1940.46 0.46 6.03 2.09 0.38 0.36 0.39 0.42 0.48 0.59 0.74 1.14 1.75 2.53 7.28 15.3 11.3

 265 03576500 34°22′23′′ 86°56′01′′ FLINT RIVER NEAR FALKVILLE AL (1, 2) 86.3 86.5 35 2.445 18 1.52 23

0.00 0.20 149 44.3 0.00 0.00 0.00 0.25 0.84 3.76 10.1 21.3 42.0 74.1 121 189 3640.27 1.04 154 40.3 0.10 0.52 0.73 1.32 2.60 6.61 12.7 23.3 42.6 77.7 124 197 3570.41 1.07 161 33.5 0.14 0.59 0.81 1.32 2.25 5.19 9.91 18.4 35.2 65.3 116 202 3841.05 1.27 14.8 3.68 0.47 0.54 0.63 0.64 0.99 2.28 2.89 2.79 2.74 4.08 10.2 19.1 21.1

 266 03577000 34°28′35′′ 87°08′30′′ WEST FLINT CREEK NEAR OAKVILLE AL (1, 2) 87.6 87.3 35 2.444 28 1.23 10

0.00 0.00 146 48.4 0.00 0.00 0.00 0.00 0.52 3.14 8.25 17.4 37.1 69.2 117 186 3420.44 1.28 149 35.9 0.17 0.70 0.95 1.51 2.70 6.32 11.7 20.9 37.3 70.4 116 188 3410.44 1.10 157 32.3 0.17 0.62 0.85 1.35 2.24 4.89 9.34 17.4 33.5 62.2 109 190 3661.02 1.24 14.3 3.64 0.45 0.53 0.61 0.63 0.97 2.21 2.82 2.76 2.73 4.06 9.93 18.2 20.3
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report197

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Central and East Tennessee region--continued

 278 03585300 34°56′40′′ 87°09′20′′ SUGAR CREEK NEAR GOOD SPRINGS AL (1) 152 153 140 2.417 80 2.51 11

24.2 30.9 256 95.0 21.1 24.1 30.1 33.6 39.6 51.2 66.3 80.6 112 149 212 326 56835.7 46.0 266 127 34.1 36.4 40.8 47.8 55.7 68.8 83.1 101 130 171 229 318 51735.3 45.0 302 135 34.3 35.9 40.1 47.3 56.8 68.9 85.5 107 143 197 269 365 585

0.47 0.50 8.40 3.46 0.44 0.49 0.54 0.61 0.75 1.06 1.41 2.26 3.44 4.77 9.65 18.3 17.8

 279 03586500 34°40′12′′ 87°19′02′′ BIG NANCE CREEK AT COURTLAND AL (1, 2) 166 164 45 2.444 28 1.01 54

0.79 2.12 276 89.4 0.71 0.96 1.41 2.43 4.84 12.2 23.4 41.4 72.3 123 194 321 6293.12 6.98 302 81.2 3.19 4.35 5.54 8.38 12.7 22.1 35.5 55.9 95.1 165 260 396 7062.58 5.19 289 75.3 2.62 3.35 4.24 6.09 9.03 16.8 27.7 45.2 77.4 130 214 348 6490.88 1.07 14.7 4.20 0.36 0.44 0.51 0.56 0.96 1.92 2.48 2.54 2.95 5.03 11.7 14.7 17.1

 283 03590000 34°48′27′′ 87°42′02′′ CYPRESS CREEK NEAR FLORENCE AL (1) 209 210 132 2.444 58 2.19 19

52.2 60.6 377 185 50.7 51.6 53.4 58.7 67.6 86.9 114 140 191 262 356 514 81343.9 55.0 358 157 42.7 45.9 50.5 58.5 66.6 80.9 98.2 121 159 219 306 441 73838.8 51.5 421 175 38.0 40.6 45.6 55.0 67.2 86.1 108 138 187 263 368 505 829

0.48 0.54 10.1 3.74 0.36 0.40 0.45 0.54 0.71 1.08 1.50 2.53 3.83 5.33 11.4 23.1 18.6

 284 03591800 34°17′01′′ 87°46′26′′ BEAR CREEK NEAR HACKLEBURG AL (1, 2) 143 143 38 2.460 24 2.11 22

7.78 13.2 271 86.7 7.64 8.75 11.0 14.1 19.3 31.0 46.6 72.1 112 164 233 348 6011.25 3.26 255 66.3 1.31 1.91 2.53 4.03 6.83 14.0 24.6 42.2 74.1 133 213 333 5981.32 3.10 287 66.6 1.36 1.80 2.39 3.76 6.14 12.7 22.8 39.8 71.6 127 215 356 6540.84 1.03 14.0 3.36 0.41 0.49 0.58 0.64 1.11 2.25 2.68 2.54 2.63 4.04 9.58 17.9 20.1

 285 03592000 34°26′38′′ 88°06′56′′ BEAR CREEK NEAR RED BAY AL (1, 2) 263 261 43 2.459 36 2.43 26

21.7 40.9 503 195 21.9 26.9 31.6 38.3 49.5 75.8 111 156 224 324 484 778 1401

6.90 12.1 458 122 6.85 8.25 10.0 13.5 18.9 32.4 52.0 83.5 139 244 387 596 10594.80 9.94 542 143 4.90 6.14 7.90 11.8 18.1 33.4 55.9 91.6 155 263 420 663 11770.77 1.07 17.3 4.21 0.42 0.53 0.62 0.68 1.08 2.03 2.64 2.90 3.09 5.18 13.8 17.4 19.5

 286 03592200 34°32′56′′ 88°01′09′′ CEDAR CREEK NEAR PLEASANT SITE AL (1, 2) 189 190 50 2.454 45 2.43 19

6.29 12.5 341 91.4 5.13 6.97 9.19 13.2 18.2 30.9 50.1 79.5 126 189 287 448 8207.40 12.0 340 92.4 7.35 8.59 10.3 13.3 17.7 28.0 42.4 64.5 105 182 288 438 7775.84 10.9 390 113 5.90 7.11 8.89 12.6 18.4 30.8 48.5 75.5 122 199 309 474 8240.94 1.07 15.6 4.04 0.43 0.50 0.58 0.60 0.93 1.81 2.39 2.66 2.92 5.03 11.9 14.9 15.9

 287 03592300 34°29′19′′ 88°02′07′′ LITTLE BEAR CREEK NR HALLTOWN AL (1, 2) 78.2 78.7 50 2.456 53 2.96 19

5.94 10.1 143 45.7 5.90 7.06 8.27 11.5 14.8 21.7 29.1 41.9 59.7 84.4 125 188 3282.64 4.46 138 35.5 2.57 3.03 3.71 4.83 6.59 10.6 15.9 24.4 39.8 67.7 110 169 3002.59 4.82 166 47.1 2.61 3.11 3.89 5.48 7.99 13.0 20.5 31.8 51.3 84.1 130 201 3451.06 1.08 12.2 2.86 0.49 0.52 0.60 0.60 0.92 1.74 2.09 2.17 2.30 3.80 9.21 17.7 15.8

 288 03592500 34°39′21′′ 88°07′21′′ BEAR CREEK AT BISHOP AL (1) 667 667 48 2.450 46 2.50 49

30.2 54.5 1144 399 31.3 36.4 46.6 62.8 87.1 137 209 320 485 724 1062 1627 287029.0 44.8 1105 384 28.7 32.8 38.6 48.9 65.6 108 166 255 398 630 949 1445 255919.5 37.0 1397 415 19.8 24.0 30.1 43.3 64.4 110 176 277 450 731 1120 1700 2956

0.94 1.35 20.8 7.88 0.65 0.85 0.99 0.99 1.46 3.17 4.74 5.14 5.59 8.86 16.1 19.2 21.1
198 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued [See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined] --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR 7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10% --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- West Tennessee region 289 03592718 34°50′05′′ 88°17′14′′ LITTLE YELLOW CR EAST NR BURNSVILLE MS (1) 24.7 25.5 87 2.443 85 2.20 25 2.93 4.35 43.2 17.2 2.62 2.79 3.13 4.15 5.57 7.85 10.3 14.9 19.5 27.1 35.0 50.7 78.9 1.73 2.34 39.4 15.0 1.65 1.80 1.97 2.33 2.90 4.06 5.11 6.73 9.59 13.9 22.8 40.8 80.8 2.28 2.88 38.6 15.6 2.11 2.31 2.51 2.94 3.35 4.32 5.29 8.16 9.44 15.2 23.0 43.4 75.3 0.30 0.35 7.55 1.49 0.36 0.28 0.31 0.33 0.35 0.35 0.39 0.43 0.63 0.95 1.18 1.88 9.36 290 03592800 34°54′02′′ 88°17′35′′ YELLOW CR AT MOSER BRIDGE, DOSKIE MS (1) 143 144 69 2.440 86 2.22 26 9.96 14.1 214 72.8 10.5 10.9 11.9 14.6 19.3 29.8 41.0 60.5 80.0 121 167 271 525

11.0 13.6 211 95.1 10.7 11.5 12.2 13.8 16.0 21.0 25.5 32.0 42.8 61.1 98.4 196 438

13.6 16.2 217 94.3 12.6 13.5 14.4 16.4 18.3 23.7 28.6 45.9 53.3 85.6 123 245 440

0.31 0.42 6.34 2.45 0.34 0.42 0.48 0.53 0.57 0.62 0.72 0.76 0.92 1.17 1.65 2.23 8.49

 321 03610000 36°35′34′′ 88°18′00′′ CLARKS RIVER AT MURRAY KY (1, 2) 89.7 90.0 63 2.340 33 0.97 19

0.00 0.00 88.6 23.5 0.00 0.00 0.00 0.00 0.00 0.64 1.65 3.49 7.12 13.5 25.4 50.2 1390.77 1.70 106 27.7 0.72 1.01 1.31 1.76 2.35 3.57 5.46 8.34 13.7 24.2 47.5 102 2370.89 1.95 107 26.6 0.83 1.17 1.52 2.10 2.80 4.22 6.53 8.99 15.8 22.3 52.7 113 2690.22 0.37 8.58 3.08 0.28 0.33 0.37 0.39 0.41 0.42 0.45 0.57 0.78 1.06 1.53 3.64 16.6

 322 03610500 36°52′24′′ 88°20′48′′ CLARKS RIVER NEAR BENTON KY (1, 2) 227 229 44 2.307 49 1.65 34

2.26 3.45 278 78.5 2.54 2.72 3.08 3.93 5.31 9.71 17.0 27.4 42.6 69.5 118 223 6123.74 6.65 291 99.4 3.59 4.51 5.41 6.62 8.22 11.9 17.1 25.1 39.2 66.4 125 285 6633.72 6.44 277 88.8 3.47 4.39 5.27 6.70 8.31 12.1 17.0 26.1 48.7 60.4 101 249 6750.22 0.38 11.1 4.34 0.33 0.46 0.53 0.55 0.57 0.57 0.61 0.79 1.08 1.44 2.26 4.65 20.1

 323 03610545 36°46′48′′ 88°28′03′′

W FORK CLARKS RIVER NEAR BREWERS KY (1, 2) 68.7 68.3 32 2.337 58 2.44 19

2.11 4.50 95.8 37.9 1.93 2.39 3.05 4.36 5.98 9.10 12.9 17.8 25.0 35.7 51.0 82.8 1900.45 0.82 85.3 24.8 0.43 0.55 0.66 0.81 1.00 1.48 2.07 3.08 5.17 9.74 21.1 66.7 1740.42 0.76 82.6 22.5 0.39 0.50 0.61 0.78 0.97 1.47 2.09 5.11 9.15 13.5 19.7 65.3 1740.24 0.40 10.6 4.19 0.45 0.53 0.61 0.62 0.64 0.63 0.67 0.82 1.10 1.45 1.95 4.26 17.1

 324 03611260 37°02′29′′ 88°42′39′′ MASSAC CREEK NEAR PADUCAH KY (0) 14.6 --- --- --- --- --- 30

0.17 0.34 17.4 6.80 0.15 0.20 0.25 0.35 0.45 0.66 0.87 1.38 2.30 3.72 6.02 11.3 28.8

 325 07022500 36°40′45′′ 88°37′57′′ PERRY CREEK NEAR MAYFIELD KY (0) 1.72 --- --- --- --- --- 17

0.00 0.00 1.79 0.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.20 0.43 2.18

 326 07023000 36°57′09′′ 88°49′30′′ MAYFIELD CREEK AT LOVELACEVILLE KY (0) 212 --- --- --- --- --- 33

7.96 10.9 230 84.5 7.88 8.42 8.99 10.6 12.8 16.2 19.9 24.3 31.0 43.9 71.5 138 420

 327 07023500 36°41′10′′ 88°43′35′′ OBION CREEK AT PRYORSBURG KY (1, 2) 36.8 36.9 36 2.341 44 1.50 21

0.00 0.00 39.7 14.4 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.35 1.52 4.54 10.9 23.1 63.90.00 0.45 43.8 10.6 0.00 0.00 0.35 0.46 0.60 0.89 1.32 2.02 3.49 6.67 14.6 39.9 93.40.00 0.45 43.9 10.7 0.00 0.00 0.35 0.48 0.62 0.95 1.42 2.62 4.72 7.12 13.9 38.8 97.60.28 0.45 11.2 4.00 0.48 0.51 0.58 0.61 0.63 0.63 0.67 0.83 1.12 1.49 1.82 4.01 18.4
Appendix A.

Basin and Streamflow Characteristics for Sites in This Report199

Table A3. Basin and streamflow characteristics for 158 continuous-record gaging stations in adjacent states.—Continued[See Selected Abbreviations and tables 1 and 2 for explanation of terms. First row of values for each station are basin characteristics. Second row of values for each station are streamflow characteristics from gage record. If given, third, fourth, and fifth rows are region-of-influence estimates, regional-regression equation estimates, and equivalent years (EY) of record, respectively; °, degrees; ′, minutes; ′′, seconds; ---, not determined]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------MNO STANO LAT LNG STANAM (0 = not used; 1 = used in program; 2 = used in zero-flow screening) DA GIS.DA GIS.GF GIS.CF GIS.SF GIS.SP YR

7Q10 30Q5 MA MS 99.5% 99% 98% 95% 90% 80% 70% 60% 50% 40% 30% 20% 10%

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

West Tennessee region --continued

 328 07024000 36°37′43′′ 88°57′50′′ BAYOU DE CHIEN NEAR CLINTON KY (1) 68.7 68.7 150 2.342 48 1.52 54

7.20 9.73 103 56.9 7.28 8.10 8.49 9.67 11.1 13.9 16.8 20.0 24.8 31.7 44.2 69.4 1904.14 7.01 105 41.9 3.70 4.44 5.52 7.35 9.66 14.0 18.8 24.0 31.5 43.1 62.6 100 2093.19 5.26 89.1 31.0 2.97 3.67 4.35 5.56 6.89 9.42 13.0 16.8 26.4 31.8 55.3 97.0 2180.48 0.52 15.8 4.32 0.49 0.40 0.44 0.47 0.48 0.49 0.52 0.57 0.85 1.32 1.67 4.70 29.6

 340 07029270 34°56′37′′ 88°47′08′′ HATCHIE RIVER NEAR WALNUT MS (1) 272 270 225 2.445 62 1.86 31

26.4 40.1 435 165 23.9 27.1 33.7 41.6 53.4 73.3 97.3 129 175 237 329 540 104550.2 63.6 414 197 48.2 51.1 56.1 63.9 73.8 90.6 110 134 169 223 316 502 98035.9 46.6 405 171 33.4 37.2 40.8 48.3 56.2 72.3 91.3 148 160 237 356 550 921

0.67 0.78 13.5 6.49 0.48 0.55 0.57 0.68 0.75 0.81 0.86 1.00 1.30 1.73 2.16 2.50 11.7

 351 07266000 34°24′20′′ 88°57′20′′ CANE CREEK NEAR NEW ALBANY MS (0) 22.2 --- --- --- --- --- 26

0.55 1.25 39.8 15.5 0.44 0.69 0.95 1.39 2.04 3.42 5.24 8.22 13.1 19.1 27.5 41.1 71.3

 352 07276000 34°50′27′′ 89°49′33′′ COLDWATER RIVER NEAR LEWISBURG MS (0) 213 --- --- --- --- --- 13

29.9 37.7 364 146 21.2 22.6 25.3 33.5 42.4 51.6 60.7 69.9 79.1 120 178 357 932

 353 07277000 34°49′49′′ 89°49′20′′ PIGEON ROOST CREEK NR LEWISBURG MS (0) 229 --- --- --- --- --- 13

34.2 39.4 253 132 22.1 24.3 28.5 40.2 43.8 50.9 58.0 65.2 72.3 79.4 123 200 567

 354 07277500 34°43′16′′ 89°59′19′′ COLDWATER RIVER NR COLDWATER MS (0) 634 --- --- --- --- --- 13

80.0 93.8 756 285 80.3 81.2 82.8 87.8 96.2 113 129 146 173 253 384 875 1883

--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Appendix B. Instructions for Use of the Stand-Alone Version of TDECv301 201

Appendix B. Instructions for Use of the Stand-Alone Version of the Low-Flow 

Frequency and Flow-Duration Computer Program (TDECv301) for Tennessee

The stand-alone low-flow and flow-duration (LFFD) computer program for Tennessee (TDECv301) includes five files. One 

is the executable program file named TDECv301.exe (423 kilobytes) and dated 28FEB2009 on the opening screen. The other 

files are required data files described as follows: DATWv303.txt (40 kilobytes), DATMv303.txt (288 kilobytes), NAMWv203.txt 

(10 kilobytes), and NAMMv203.txt (69 kilobytes). These files must be located in a common directory for the computer program 

to work properly. The computer program and data files can be downloaded from the World Wide Web at http://pubs.usgs.gov/

sir/2009/5159.

Prior to running the Tennessee LFFD program (TDECv301), go to the World Wide Web at http://water.usgs.gov/osw/

streamstats/index.html and use StreamStats to compute basin characteristics for the site. If justified, manual methods can be used 

to compute basin characteristics. After computing the required basin characteristics, run the computer program. The following 

opening screen will appear:

This program estimates selected low-flow and 

 flow-duration discharges for unregulated streams 

 using: (1) Region-of-Influence (ROI) method, and 

 (2) Regional-regression (RRE) equations. 

 

 N(ROI,W) = 45 VARIABLE SITES, WEST TENN REGION, 

 N(ROI,CE)= 45 VARIABLE SITES, CENTRAL+EAST TENN REG.,

 N(RRE,W) = 124 CONSTANT SITES, WEST TENN REGION, 

 N(RRE,CE)= 891 CONSTANT SITES, CENTRAL+EAST TENN REG. 

 

 Use USGS StreamStats program to compute watershed 

 characteristics for manual entry to this program. 

 http://water.usgs.gov/osw/streamstats/index.html 

 

 REFERENCE: “Streamflow Characteristic Estimation 

 Methods for Unregulated Streams of Tennessee” 

 by George S. Law, Gary D. Tasker, and David E. Ladd. 

 [USGS Scientific Investigations Report 09-5159] 

-------------------------------------------------------

* No warranty, expressed or implied, is made by USGS *

* for accuracy and functioning of program and related *

* program material. [TDEC Version 3.0.1 – 28FEB2009] *

-------------------------------------------------------

 Output will be to a user named output file. 

 ENTER name of output file: ‘

Type the output file name and press the ENTER key. The following question will appear:

Is site in West or Central+East Region of Tennessee?

ENTER 1 for West Region

ENTER 0 for Central+East Region

: 

Type 0 or 1 and press the ENTER key. The following statement will appear:

ENTER name for site

: 

Type the site name and press the ENTER key. The following statement will appear:

ENTER site latitude (dd mm ss): 
202 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Type the site latitude and press the ENTER key. The following statement will appear:

ENTER site longitude as a positive no. (dd mm ss):

Type the site longitude and press the ENTER key. The following statement will appear:

ENTER watershed characteristics for site

Drainage area in square miles,

recommended range by region—-

West : 1.00 to 2,400

Central+East: 1.00 to 10,000

:

Type the drainage area and press the ENTER key. The following statement will appear:

Geology Factor as a whole number,

required range by region—-

West : 32 to 350

Central+East: 32 to 175

:

Type the geology factor and press the ENTER key. The following statement will appear:

Climate Factor with 3 decimal places,

required range by region—-

West : 2.307 to 2.455

Central+East: 2.056 to 2.461

:

Type the climate factor and press the ENTER key. The following statement will appear:

Soil Factor as a whole number,

required range by region—-

West : 2 to 98

Central+East: 2 to 100

:

Type the soil factor and press the ENTER key. The following statement will appear:

Soil permeability with 2 decimal places,

required range by region—-

West : 0.97 to 2.44

Central+East: 0.45 to 9.72

:

After entering soil permeability, the program writes results to the computer screen and to the user named output file 

(Appendix C). This completes the execution of the Tennessee LFFD computer program.
Appendix C. Description of Output From the Stand-Alone Version of TDECv301 203

After entering the site name, latitude, longitude, drainage 

area, geology factor, climate factor, soil factor, and soil permeability for a site of interest, the low-flow and flow-duration 

computer program, TDECv301, produces a user-named output 

file. Tables C1 and C2 provide examples of the output file for a 

gaged site in the West-region and Central+East-region of Tennessee, respectively. After listing the basin characteristics of 

the site of interest and providing the method specifications, the 

output file gives a listing of the 45 gaged sites in the regionof-influence (ROI) for the site of interest. If the site of interest 

is a gaged site, the region-of-influence includes the gaged site. 

For the examples provided in tables C1 and C2, the site of 

interest is also the first site listed in the region-of-influence. 

For each gaged site in the region-of-influence, the output 

file gives map number (MNO; plate 1; Appendix A), station 

number (STANO), latitude (LAT), longitude (LNG), drainage 

area (DA), geology factor (GF), climate factor (CF), soil factor 

(SF), soil permeability (SP), and the station location. The location is abbreviated because each row has a maximum width of 

80 characters.

After a list of the data sites in the region-of-influence, the 

output file lists the zero-flow probabilities, and the regionof-influence (ROI) method and regional regression (RRE) 

Appendix C. Description of Output From the Stand-Alone Version 

of the Low-Flow Frequency and Flow-Duration Computer Program 

(TDECv301) for Tennessee

equation streamflow-characteristic estimates for the site of 

interest. For each streamflow characteristic, referred to as 

“Rv” in the output file, the program gives the ROI estimated 

value and the 90‐percent PREDICTION INTERVAL for the 

ROI estimated value, equivalent years of record (EY) of the 

ROI value, and the region regression (RRE) equation estimated value. Prediction intervals are for a two-tailed confidence level of 10 percent, and t critical is 1.682 for α of 0.10 

and 43 degrees of freedom.

Next, for each streamflow characteristic, the program 

gives the intercept (CONSTANT) and slopes [log(DA), 

log(GF-30), and log(SF)] of the logarithmic form of the ROI 

estimation equation. Following this information, the program 

lists the results of a test for the existence of a relation in the 

regression equation. In addition the program lists the standard 

error of the regression coefficient (SE), the student’s t value 

(T:BETA=0) that measures the strength of the relation of the 

regression, and the probability (p-value) there is no relationship in the regression. The ROI method uses a full model fit 

to eliminate the possibility of inconsistent streamflow characteristic estimates that can occur when dropping insignificant 

explanatory variables from the equations.
204 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table C1. Low-flow frequency and flow-duration estimates for a West region site (see Selected Abbreviations and tables 1 and 2 for 

explanation of terms; see fig. C1 for location of region-of-influence stations).

Low-Flow and Flow-Duration computer program, TDEC Version 3.0.1

 Streamflow estimates for:

 07029350 Tuscumbia River at Cypress, TN 

 LAT: 35 0 54 LNG: 88 44 20 West Tennessee Region

 Explanatory variables:

 DA: 328.90 GF: 85.0 CF: 2.44400 SF: 46.0 SP: 1.41

 Method specifications:

 Number of sites in region-of-influence (ROI)= 45 [VARIABLE]

 ROI selection metric = f(DA,GF,CF)

 ROI regression = f(DA,GF-30,SF)

 Number of sites in regional-regression (RRE)= 124 [CONSTANT]

 RRE regression = f(DA,GF-30,CF,SF,SP)

Region-of-influence stations and data:

--------------------------------------------------------------------------------

MNO STANO LAT LNG DA GF CF SF SP LOCATION

--------------------------------------------------------------------------------

1203 7029350 35.015 88.739 328.9 85 2.444 46 1.41 TUSCUMBIA R CYPRESS TN 

0346 7030280 35.281 89.766 504.9 83 2.405 56 1.24 LOOSAHATCHIE R BRSWCK TN 

0290 3592800 34.901 88.293 143.8 69 2.440 86 2.22 YELLOW CR DOSKIE MS 

0345 7030240 35.310 89.640 211.8 145 2.406 56 1.40 LOOSAHATCHIE R ARLGTN TN 

0342 7029400 35.056 88.799 838.2 148 2.443 53 1.60 HATCHIE R POCAHONTAS TN 

0348 7031650 35.116 89.801 697.1 164 2.437 61 1.58 WOLF R GERMANTOWN TN 

0349 7031700 35.202 89.923 770.7 151 2.405 62 1.54 WOLF R RALEIGH TN 

0338 7029000 35.851 89.067 370.7 169 2.389 68 1.70 MF FKD DEER R ALAMO TN 

0339 7029100 36.030 89.387 938.9 94 2.374 59 1.43 NF FKD DEER R DYRSBRG TN 

1224 7030600 35.081 89.651 597.0 186 2.436 63 1.66 WOLF R COLLIERVILLE TN 

0332 7025500 36.400 88.995 425.2 117 2.350 66 1.56 NF OBION R UNION CITY TN 

1180 7025400 36.406 88.856 368.9 127 2.349 70 1.65 N FK OBION R MARTIN TN 

1176 7025100 36.205 88.999 266.0 141 2.357 73 1.85 RTHF FK OBION R KENTN TN 

0347 7030500 35.054 89.542 503.6 209 2.435 67 1.77 WOLF R ROSSVILLE TN 

1175 7025050 36.129 88.974 236.9 155 2.358 77 1.94 RTHF FK OBION R RTHFD TN 

0341 7029380 35.066 88.655 94.9 160 2.442 62 1.82 CYPRESS CR RAMER TN 

1202 7029275 35.042 88.786 311.2 224 2.443 61 1.84 HATCHIE R POCAHONTAS TN 

0340 7029270 34.944 88.786 270.0 225 2.445 62 1.86 HATCHIE R WALNUT MS 

0336 7028000 35.862 89.348 972.0 159 2.385 60 1.50 SF FKD DEER R CHNT BL TN 

1195 7027800 35.818 89.356 932.0 165 2.387 61 1.52 SF FKED DEER R GATES TN 

1196 7028100 35.929 89.390 1020.6 153 2.382 61 1.49 SF FKED DEER R HALLS TN 

1197 7028200 35.976 89.401 1053.4 149 2.381 61 1.48 SF FKED DEER R YLW BL TN 

1200 7028960 35.744 88.846 210.7 212 2.394 77 1.96 MF FKED DEER R FAIRVW TN 

0337 7028500 35.980 88.926 72.7 123 2.388 83 2.19 NF FKD DEER R TRENTON TN 

1214 7030020 35.485 89.381 93.8 169 2.401 46 1.18 BIG MUDDY CR STANTON TN 

0331 7025000 36.053 88.878 201.0 176 2.358 81 2.07 RTH FK OBION R BRDFRD TN 

1189 7027300 35.449 88.604 159.9 217 2.403 73 2.06 SF FKED DEER R HNDRSN TN 

1193 7027680 35.693 89.110 682.3 211 2.395 65 1.68 SF FKED DEER R BELLS TN 

1199 7028920 35.740 88.794 172.0 216 2.395 76 1.94 MF FKED DEER R OAKFLD TN 

0335 7027500 35.594 88.814 495.1 231 2.399 66 1.81 SF FKD DEER R JACKSON TN 

0299 3594445 35.624 88.273 114.7 198 2.395 70 2.07 BEECH R CHESTERFIELD TN 

0291 3593300 35.220 88.427 50.2 100 2.413 42 1.42 SNAKE CR ADAMSVILLE TN 

1172 7024770 36.203 88.822 286.1 197 2.354 67 1.59 M FK OBION R SHARON TN 

1220 7030250 35.320 89.658 145.5 32 2.405 63 1.14 BEAVER CR ARLINGTON TN 

0294 3594058 35.372 88.384 46.7 98 2.407 54 1.63 WHITE OAK CR MLLEDGV TN 

0320 3607000 36.238 88.097 391.2 200 2.348 73 1.90 BIG SANDY R BIG SANDY TN 

0321 3610000 36.593 88.300 90.0 63 2.340 33 0.97 CLARKS R MURRAY KY 

0343 7029500 35.275 88.977 1480.0 182 2.409 57 1.65 HATCHIE R BOLIVAR TN 

1223 7030400 35.121 89.283 68.5 183 2.426 77 2.09 N FK WOLF R LAGRANGE TN 

0295 3594120 35.416 88.361 46.1 110 2.405 42 1.39 MIDDLETON CR MLLEDGV TN 

1218 7030210 35.250 89.343 79.6 202 2.417 74 1.92 LOOSAHTCHE R 2 SOMRV TN 

1219 7030212 35.258 89.353 80.6 203 2.414 74 1.91 LOOSAHTCHE R 3 SOMRV TN 

1174 7024900 35.947 88.714 108.3 217 2.390 80 2.06 RTHF FK OBION R MILAN TN 

1217 7030209 35.246 89.326 76.0 200 2.417 74 1.95 LOOSAHTCHE R 1 SOMRV TN 

0319 3606500 36.039 88.228 205.3 234 2.364 79 2.08 BIG SANDY R BRUCETON TN 

---------------------------------------------------------------------------------
Appendix C. Description of Output From the Stand-Alone Version of TDECv301 205

Table C1. Low-flow frequency and flow-duration estimates for a West region site (see Selected Abbreviations and tables 1 and 2 for 

explanation of terms; see fig. C1 for location of region-of-influence stations).—Continued

Low-Flow and Flow-Duration computer program, TDEC Version 3.0.1

 Streamflow estimates for:

 07029350 Tuscumbia River at Cypress, TN 

 LAT: 35 0 54 LNG: 88 44 20

 Probability of:

 7Q10 of zero, p = 0.008828 (test for adjustment if p > 0.100)

 30Q5 of zero, p = 0.002049 (test for adjustment if P > 0.200)

 Duration of zero, p = 0.001843 (test for adjustment if p > 0.005)

 Summary of regression results in cubic ft/s,

 N = not adjusted; Y = adjusted for probability of zero:

 =============================================================================

 Rv ROI VALUE 90% PREDICTION INTERVAL EY_ROI RRE VALUE

 =============================================================================

 7Q10 9.66 N 3.33 28.04 0.62 11.05

 30Q5 17.60 N 7.29 42.46 0.82 18.26

 MA 470.92 N 379.55 584.29 10.37 457.46

 MS 162.71 N 117.35 225.60 10.02 144.54

 q99.5 8.88 N 3.10 25.46 0.75 10.34

 q99 11.35 N 4.31 29.93 1.01 12.80

 q98 14.32 N 5.84 35.08 1.15 15.15

 q95 18.69 N 8.14 42.93 1.28 19.17

 q90 24.29 N 10.74 54.90 1.28 23.69

 q80 33.77 N 14.54 78.44 1.11 33.15

 q70 49.06 N 22.51 106.92 1.29 46.14

 q60 68.85 N 32.84 144.33 1.52 86.43

 q50 102.87 N 50.39 210.04 1.80 102.00

 q40 158.04 N 77.48 322.35 1.95 173.12

 q30 259.52 N 126.79 531.20 2.22 318.16

 q20 483.71 N 257.85 907.39 2.14 597.87

 q10 997.00 N 711.22 1397.61 8.09 1054.93

 =============================================================================
206 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table C1. Low-flow frequency and flow-duration estimates for a West region site (see Selected Abbreviations and tables 1 and 2 for 

explanation of terms; see fig. C1 for location of region-of-influence stations).—Continued

 ROI regression equations:

 -----------------------------------------------------------

 Rv PARAMETER COEFFICIENT SE T:BETA=0 P-VALUE

 -----------------------------------------------------------

 7Q10 CONSTANT -8.3342 0.8637 -9.6496 0.0001

 log(DA) 1.4184 0.0956 14.8433 0.0001

 log(GF-30) 0.5089 0.1284 3.9626 0.0003

 log(SF) 2.9248 0.4867 6.0094 0.0001

 30Q5 CONSTANT -6.0949 0.7139 -8.5371 0.0001

 log(DA) 1.2742 0.0790 16.1321 0.0001

 log(GF-30) 0.5309 0.1062 5.0010 0.0001

 log(SF) 1.9299 0.4023 4.7971 0.0001

 MA CONSTANT 0.1751 0.1748 1.0014 0.3225

 log(DA) 0.9883 0.0193 51.1029 0.0001

 log(GF-30) 0.0135 0.0260 0.5177 0.6075

 log(SF) -0.0080 0.0985 -0.0807 0.9360

 MS CONSTANT -1.4937 0.2648 -5.6403 0.0001

 log(DA) 1.0579 0.0293 36.1064 0.0001

 log(GF-30) 0.1031 0.0394 2.6168 0.0124

 log(SF) 0.5190 0.1492 3.4773 0.0012

 q99.5 CONSTANT -8.5973 0.8539 -10.0680 0.0001

 log(DA) 1.4327 0.0945 15.1644 0.0001

 log(GF-30) 0.5096 0.1270 4.0135 0.0002

 log(SF) 3.0386 0.4812 6.3146 0.0001

 q99 CONSTANT -7.6129 0.7856 -9.6911 0.0001

 log(DA) 1.3824 0.0869 15.9056 0.0001

 log(GF-30) 0.5087 0.1168 4.3545 0.0001

 log(SF) 2.5880 0.4427 5.8461 0.0001

 q98 CONSTANT -6.7045 0.7262 -9.2321 0.0001

 log(DA) 1.3231 0.0803 16.4675 0.0001

 log(GF-30) 0.5164 0.1080 4.7816 0.0001

 log(SF) 2.1839 0.4092 5.3365 0.0001

 q95 CONSTANT -5.8279 0.6740 -8.6469 0.0001

 log(DA) 1.2503 0.0746 16.7667 0.0001

 log(GF-30) 0.5390 0.1002 5.3781 0.0001

 log(SF) 1.8129 0.3798 4.7732 0.0001

 q90 CONSTANT -5.0817 0.6610 -7.6885 0.0001

 log(DA) 1.1972 0.0731 16.3716 0.0001

 log(GF-30) 0.5548 0.0983 5.6452 0.0001

 log(SF) 1.4963 0.3725 4.0174 0.0002

 q80 CONSTANT -4.3313 0.6830 -6.3414 0.0001

 log(DA) 1.1441 0.0756 15.1396 0.0001

 log(GF-30) 0.5714 0.1016 5.6262 0.0001

 log(SF) 1.1942 0.3849 3.1026 0.0035

 q70 CONSTANT -3.2675 0.6314 -5.1754 0.0001

 log(DA) 1.0968 0.0699 15.7019 0.0001

 log(GF-30) 0.5848 0.0939 6.2287 0.0001

 log(SF) 0.7095 0.3558 1.9943 0.0528

 q60 CONSTANT -2.5104 0.5998 -4.1851 0.0001

 log(DA) 1.0830 0.0664 16.3179 0.0001

 log(GF-30) 0.5857 0.0892 6.5659 0.0001

 log(SF) 0.3628 0.3380 1.0731 0.2895

 q50 CONSTANT -1.7520 0.5785 -3.0287 0.0042

 log(DA) 1.0741 0.0640 16.7819 0.0001

 log(GF-30) 0.5130 0.0860 5.9640 0.0001

 log(SF) 0.1010 0.3260 0.3098 0.7582

 q40 CONSTANT -1.0663 0.5777 -1.8458 0.0722

 log(DA) 1.0694 0.0639 16.7317 0.0001

 log(GF-30) 0.4549 0.0859 5.2958 0.0001

 log(SF) -0.1313 0.3255 -0.4034 0.6888

 q30 CONSTANT -0.5364 0.5805 -0.9240 0.3609

 log(DA) 1.0610 0.0642 16.5202 0.0001

 log(GF-30) 0.3430 0.0863 3.9733 0.0003

 log(SF) -0.1907 0.3271 -0.5828 0.5632

 q20 CONSTANT -0.1256 0.5098 -0.2464 0.8066

 log(DA) 1.0757 0.0564 19.0698 0.0001

 log(GF-30) 0.1445 0.0758 1.9060 0.0637

 log(SF) -0.0895 0.2873 -0.3114 0.7571

 q10 CONSTANT 0.0916 0.2737 0.3345 0.7397

 log(DA) 1.0663 0.0303 35.2072 0.0001

 log(GF-30) 0.0789 0.0407 1.9392 0.0594

 log(SF) 0.0517 0.1543 0.3349 0.7394

 -----------------------------------------------------------

 END PROGRAM
Appendix C. Description of Output From the Stand-Alone Version of TDECv301 207 Figure C1. Location of stations in the region-of-influence for the West-region example given in table C1. 35.5 ̊ 35.0 ̊ 34.5 ̊ 34.0 ̊

37.0 ̊

36.5 ̊

36.0 ̊

37.5 ̊

91 ̊ 90 ̊ 89 ̊ 88 ̊ 87 ̊ 86 ̊ 85 ̊ 84 ̊ 83 ̊ 82 ̊ 81 ̊

REGION BOUNDARYSITE OF INTEREST—07029350 Tuscumbia River at Cypress, TennesseeREGION-OF-INFLUENCE POINTDATA POINT

SC

NC

VA

KY

GA

AL

MS

TENNESSEE

MO

AR

EXPLANATION
208 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table C2. Low-flow frequency and flow-duration estimates for a Central+East region site (see Selected Abbreviations and tables 1 

and 2 for explanation of terms; see fig. C2 for location of region-of-influence stations).

Low-Flow and Flow-Duration computer program, TDEC Version 3.0.1

 Streamflow estimates for:

 03434000 Big Turnbull Creek near Kingston Springs, TN 

 LAT: 36 6 4 LNG: 87 7 37 Central+East Tennessee Region

 Explanatory variables:

 DA: 114.70 GF:104.0 CF: 2.34251 SF: 79.0 SP: 1.41

 Method specifications:

 Number of sites in region-of-influence (ROI)= 45 [VARIABLE]

 ROI selection metric = f(DA,GF,CF)

 ROI regression = f(DA,GF-30,SF)

 Number of sites in regional-regression (RRE)= 891 [CONSTANT]

 RRE regression = f(DA,GF-30,CF,SF,SP)

Region-of-influence stations and data:

--------------------------------------------------------------------------------

MNO STANO LAT LNG DA GF CF SF SP LOCATION

--------------------------------------------------------------------------------

0565 3434000 36.101 87.127 114.7 104 2.343 79 1.41 B TURNBLL CR KSTN SPR TN 

0079 3431800 36.320 87.051 97.7 97 2.333 80 2.06 SYCAMOR CR ASHLND CTY TN 

0895 3567400 34.989 85.196 153.4 112 2.352 40 1.55 W CHICKAMAUG CR E RDG TN 

0093 3436700 36.349 87.539 123.7 120 2.336 83 1.97 YELLOW CR SHILOH TN 

0092 3436690 36.311 87.554 103.0 120 2.338 82 2.04 YELLOW CR ELLIS MILLS TN 

0248 3565250 35.282 84.609 113.6 112 2.312 32 0.90 CHESTUEE CR DENTVILLE TN 

0875 35662553 35.279 84.843 100.2 93 2.315 26 0.81 CANDIES CR EUREKA TN 

0564 3433910 36.032 87.213 66.2 111 2.345 80 1.23 B TURNBLL CR NEW HOPE TN 

0874 3566250 35.217 84.883 87.8 91 2.319 26 0.81 CANDIES CR CLEVELAND TN 

0873 3566235 35.173 84.906 65.1 93 2.342 30 0.87 CANDIES CR US CLEVLND TN 

0848 3557300 35.243 84.605 101.3 90 2.313 43 2.83 CONASAUGA CR DELANO TN 

1088 3602230 35.953 87.465 77.6 126 2.345 71 1.56 PINEY R 1 PINEWOOD TN 

1092 3602265 35.910 87.468 150.7 130 2.345 72 1.91 PINEY R 2 PINEWOOD TN 

0234 3550000 35.139 83.981 103.5 111 2.306 48 2.71 VALLEY R TOMOTLA NC 

0301 3596000 35.471 86.122 112.2 130 2.364 26 0.98 DUCK R MANCHESTER TN 

0437 3420800 35.658 85.803 133.3 80 2.337 68 1.38 HICKORY CR MCMINNV TN 

0947 3580800 35.122 86.306 83.6 110 2.380 70 1.58 BEANS CR LEXIE CRSRDS TN 

0196 3518500 35.362 84.279 117.6 115 2.303 51 5.37 TELLICO R TELICO PLNS TN 

1073 3601700 35.795 87.311 99.9 124 2.376 80 2.18 LICK CR 2 LITTLELOT TN 

0596 3436426 36.610 87.470 127.4 80 2.328 46 1.00 L WFK RED R 1 FT CAMP TN 

0597 3436430 36.608 87.449 136.1 80 2.328 47 1.01 L WFK RED R 2 FT CAMP TN 

0302 3596500 35.457 86.257 209.8 113 2.367 38 1.38 DUCK R NORMANDY TN 

0054 3420500 35.667 85.882 125.6 138 2.336 37 0.98 BARREN FK TROUSDALE TN 

1077 3601900 35.756 87.416 152.2 117 2.380 78 2.29 BIG SWAN CR CENTERV TN 

1105 3603500 35.971 87.782 75.0 132 2.349 74 2.75 HURRICANE CR HCANE ML TN 

0871 3566140 35.333 84.766 73.5 120 2.311 68 1.35 N MOUSE CR CALHOUN TN 

0560 3433700 36.009 87.029 59.6 124 2.338 80 2.00 S HARPETH R LINTON TN 

1143 3605968 36.239 87.785 56.1 120 2.343 84 2.66 WHITEOAK CR CONCORD TN 

0902 3568670 35.023 85.304 72.5 81 2.352 20 1.38 CHATTANOOGA CR 2 CHAT TN 

0594 3436300 36.599 87.351 79.5 80 2.327 70 1.12 SPRING CR ST. BETHLHM TN 

0845 3557148 35.284 84.546 79.9 85 2.311 39 3.25 CONASAUGA CR ETOWAH TN 

0598 3436460 36.592 87.390 178.0 80 2.327 45 1.00 L WFK RED R NEW PRVD TN 

0595 3436400 36.622 87.513 72.3 80 2.329 63 1.10 NOAHS SPR BR FT CAMP TN 

0600 3436655 36.208 87.529 52.5 120 2.340 75 2.14 YELLOW CR RUSKIN TN 

0570 3434600 36.155 87.281 56.3 86 2.340 79 1.24 JONES CR CHARLOTTE TN 

1132 3604240 35.709 87.775 83.9 121 2.387 81 2.26 CANE CR BEARDSTOWN TN 

1140 3605720 36.171 87.866 50.6 120 2.347 88 2.63 B RICHLAND CR HLLS CR TN 

0434 3420440 35.678 85.952 65.3 138 2.345 33 0.95 S PR BARREN FK TRSDLE TN 

0901 3568630 34.994 85.303 64.5 79 2.352 19 1.46 CHATTANOOGA CR 1 CHAT TN 

0593 3436200 36.609 87.368 179.6 77 2.327 76 1.19 WF RED R NEW PRVDNCE TN 

1086 3602220 35.992 87.439 46.7 120 2.344 68 1.63 PINEY R DICKSON TN 

0912 3570602 35.597 85.191 101.8 73 2.328 58 1.92 SEQUATCHIE R 2 PIKEV TN 

0911 3570600 35.605 85.186 99.7 73 2.328 57 1.92 SEQUATCHIE R 1 PIKEV TN 

0913 3570650 35.503 85.256 150.8 73 2.334 59 1.94 SEQUATCHIE R COLL STA TN 

0438 3420900 35.673 85.759 302.6 112 2.337 57 1.19 BARREN FK MCMINNV TN 

--------------------------------------------------------------------------------
Appendix C. Description of Output From the Stand-Alone Version of TDECv301 209

Table C2. Low-flow frequency and flow-duration estimates for a Central+East region site (see Selected Abbreviations and tables 1 

and 2 for explanation of terms; see fig. C2 for location of region-of-influence stations).—Continued

Low-Flow and Flow-Duration computer program, TDEC Version 3.0.1

 Streamflow estimates for:

 03434000 Big Turnbull Creek near Kingston Springs, TN 

 LAT: 36 6 4 LNG: 87 7 37

 Probability of:

 7Q10 of zero, p = 0.013080 (test for adjustment if p > 0.100)

 30Q5 of zero, p = 0.002829 (test for adjustment if p > 0.200)

 Duration of zero, p = 0.003209 (test for adjustment if p > 0.005)

 Summary of regression results in cubic ft/s,

 N = not adjusted; Y = adjusted for probability of zero:

 =============================================================================

 Rv ROI VALUE 90% PREDICTION INTERVAL EY_ROI RRE VALUE

 =============================================================================

 7Q10 16.51 N 8.45 32.26 1.14 15.93

 30Q5 21.84 N 11.70 40.74 1.12 21.44

 MA 187.84 N 147.28 239.56 4.76 190.16

 MS 89.88 N 54.71 147.65 3.07 85.82

 q99.5 15.82 N 8.35 29.97 1.43 15.32

 q99 17.39 N 9.29 32.57 1.39 16.80

 q98 19.36 N 10.53 35.62 1.44 19.09

 q95 23.07 N 12.60 42.24 1.42 22.74

 q90 27.78 N 15.14 50.95 1.48 27.68

 q80 36.52 N 19.95 66.83 1.64 35.70

 q70 47.52 N 26.20 86.20 1.76 46.76

 q60 62.19 N 34.12 113.35 1.90 61.70

 q50 86.92 N 50.40 149.91 2.16 85.59

 q40 124.39 N 76.39 202.56 2.36 119.44

 q30 171.28 N 114.18 256.93 3.11 165.38

 q20 237.95 N 175.08 323.39 5.17 232.85

 q10 393.71 N 311.50 497.61 9.24 385.43

 =============================================================================
210 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Table C2. Low-flow frequency and flow-duration estimates for a Central+East region site (see Selected Abbreviations and tables 1 

and 2 for explanation of terms; see fig. C2 for location of region-of-influence stations).—Continued

ROI regression equations:

 -----------------------------------------------------------

 Rv PARAMETER COEFFICIENT SE T:BETA=0 P-VALUE

 -----------------------------------------------------------

 7Q10 CONSTANT -4.2491 0.5354 -7.9364 0.0001

 log(DA) 1.1487 0.1462 7.8563 0.0001

 log(GF-30) 1.6496 0.2095 7.8736 0.0001

 log(SF) 0.0093 0.1427 0.0648 0.9486

 30Q5 CONSTANT -3.8307 0.4986 -7.6835 0.0001

 log(DA) 1.1547 0.1362 8.4810 0.0001

 log(GF-30) 1.4834 0.1951 7.6034 0.0001

 log(SF) 0.0099 0.1329 0.0746 0.9409

 MA CONSTANT -0.0386 0.1944 -0.1985 0.8436

 log(DA) 1.0689 0.0531 20.1333 0.0001

 log(GF-30) 0.1162 0.0761 1.5271 0.1344

 log(SF) -0.0560 0.0518 -1.0816 0.2858

 MS CONSTANT -1.4649 0.3968 -3.6918 0.0006

 log(DA) 1.2503 0.1084 11.5381 0.0001

 log(GF-30) 0.3148 0.1553 2.0274 0.0492

 log(SF) 0.1344 0.1058 1.2710 0.2109

 q99.5 CONSTANT -4.1317 0.5107 -8.0902 0.0001

 log(DA) 1.1061 0.1395 7.9308 0.0001

 log(GF-30) 1.6127 0.1999 8.0697 0.0001

 log(SF) 0.0201 0.1361 0.1478 0.8832

 q99 CONSTANT -4.0554 0.5013 -8.0895 0.0001

 log(DA) 1.1275 0.1369 8.2361 0.0001

 log(GF-30) 1.5706 0.1962 8.0062 0.0001

 log(SF) 0.0199 0.1336 0.1487 0.8825

 q98 CONSTANT -3.9169 0.4871 -8.0406 0.0001

 log(DA) 1.1366 0.1330 8.5439 0.0001

 log(GF-30) 1.5290 0.1906 8.0207 0.0001

 log(SF) 0.0026 0.1298 0.0199 0.9842

 q95 CONSTANT -3.6199 0.4834 -7.4881 0.0001

 log(DA) 1.1550 0.1320 8.7488 0.0001

 log(GF-30) 1.3963 0.1892 7.3810 0.0001

 log(SF) -0.0031 0.1288 -0.0238 0.9811

 q90 CONSTANT -3.3639 0.4848 -6.9383 0.0001

 log(DA) 1.1760 0.1324 8.8816 0.0001

 log(GF-30) 1.2595 0.1897 6.6385 0.0001

 log(SF) 0.0165 0.1292 0.1279 0.8989

 q80 CONSTANT -2.8806 0.4831 -5.9630 0.0001

 log(DA) 1.2009 0.1319 9.1031 0.0001

 log(GF-30) 1.0041 0.1890 5.3115 0.0001

 log(SF) 0.0489 0.1287 0.3801 0.7059

 q70 CONSTANT -2.4551 0.4760 -5.1578 0.0001

 log(DA) 1.2204 0.1300 9.3879 0.0001

 log(GF-30) 0.7819 0.1863 4.1973 0.0001

 log(SF) 0.0828 0.1269 0.6527 0.5176

 q60 CONSTANT -2.0887 0.4798 -4.3534 0.0001

 log(DA) 1.2534 0.1310 9.5659 0.0001

 log(GF-30) 0.6270 0.1878 3.3394 0.0018

 log(SF) 0.0680 0.1279 0.5320 0.5976

 q50 CONSTANT -1.5312 0.4356 -3.5149 0.0011

 log(DA) 1.2393 0.1190 10.4171 0.0001

 log(GF-30) 0.3775 0.1705 2.2142 0.0324

 log(SF) 0.1119 0.1161 0.9639 0.3407

 q40 CONSTANT -0.9492 0.3897 -2.4357 0.0193

 log(DA) 1.2145 0.1064 11.4116 0.0001

 log(GF-30) 0.1832 0.1525 1.2016 0.2364

 log(SF) 0.1055 0.1039 1.0156 0.3158

 q30 CONSTANT -0.1593 0.3241 -0.4914 0.6257

 log(DA) 1.1166 0.0885 12.6159 0.0001

 log(GF-30) 0.0317 0.1268 0.2503 0.8036

 log(SF) 0.0178 0.0864 0.2066 0.8373

 q20 CONSTANT 0.4128 0.2452 1.6833 0.0999

 log(DA) 1.0691 0.0670 15.9643 0.0001

 log(GF-30) -0.0708 0.0960 -0.7382 0.4646

 log(SF) -0.0557 0.0654 -0.8528 0.3987

 q10 CONSTANT 0.7498 0.1872 4.0056 0.0003

 log(DA) 1.0540 0.0511 20.6175 0.0001

 log(GF-30) -0.1040 0.0733 -1.4196 0.1633

 log(SF) -0.0691 0.0499 -1.3841 0.1738

 -----------------------------------------------------------

 END PROGRAM
Appendix C.

Description of Output From the Stand-Alone Version of TDECv301211 Figure C2. Location of stations in the region-of-influence for the Central+East region example given in table C2.

35.5 ̊

35.0 ̊

34.5 ̊

34.0 ̊

37.0 ̊

36.5 ̊

36.0 ̊

37.5 ̊

91 ̊ 90 ̊ 89 ̊ 88 ̊ 87 ̊ 86 ̊ 85 ̊ 84 ̊ 83 ̊ 82 ̊ 81 ̊

SC

NC

VA

KY

AL

MS

TENNESSEE

MO

AR

REGION BOUNDARYSITE OF INTEREST—03434000 Big Turnbull Creek near Kingston Springs, TennesseeREGION-OF-INFLUENCE POINTDATA POINT

EXPLANATION

GA
212 Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee

Prepared by:

USGS Publishing Network

Raleigh Publishing Service Center

3916 Sunset Ridge Road

Raleigh, NC 27607

For additional information regarding this publication, contact:

George S. Law, Hydrologist

USGS Tennessee Water Science Center

640 Grassmere Park, Suite 100

Nashville, TN 37211

email: gslaw@usgs.gov

Or visit the USGS Tennessee Water Science Center Web site at:

http://tn.water.usgs.gov/

Law and others—Streamflow-Characteristic Estimation Methods for Unregulated Streams of Tennessee—Scientific Investigations Report 2009–5159

Printed on recycled paper