Low-Flow Characteristics of Indiana Streams

U.S. Geological Survey Water-Resources Investigations Report 96-4128

CORRECTIONS

Note the following corrections to information listed in this report.

Page Station Revision

144 03353660 Average discharge

changed from 1,053 ft3/s to 1,253 ft3/s

271 03347595 Location changed from R.9. to R.9E.

272 03351900 Location changed from 1 mile southeast to 1 mile southwest

of Oaklandon of Oaklandon

272 03353665 Location changed from State Highway 27 to State Highway 37

273 03357010 Location changed from T.9N., R.4W. to T.10N., R.3W.

274 03357100 Location changed from R.4E., Owens County to R.4W., Owen County

274 03357180 Location changed from Lat 39 ° 17’18”, to Lat 39 °12’45”,

Long 86° 53’30” Long 86° 53’48”

274 033572692 Drainage area changed from 21.5 mi2 to 9.05 mi2

Location changed from on West 138th Street to on State Highway 39

off State Highway 39

275 03357364 Location changed from Lat 39° 44’17”, to Lat 39° 44’28”,

Long 86° 49’02, Long 86° 49’15,

in NW1/4 Sec 14 . . . in SW1/4 NE1/4 Sec 14...

1.8 miles southeast of 1.5 miles southeast of

Bainbridge Bainbridge

276 0335746550 Location changed from NE1/4 SE1/4 Sec 34 to NE1/4 SW1/4 Sec 34

276 03359980 Location changed from NW1/4 SE1/4 to SE1/4 SE1/4

Sec 11., T.11N., R.4W. Sec 11, T.11N., R.5W.

276 03360115 Drainage area changed from 47.0 mi2 to 38.8 mi2

Location changed from Lat 39° 10’48”. . . to Lat 39° 11’02”. . .

1.5 miles upstream 0.25 mile upstream

from confluence with from confluence with

Beech Creek Beech Creek

277 03360120 Location changed from 7.5 miles northeast to 0.63 mile northeast

of Jasonville of Jasonville
LOW-FLOW CHARACTERISTICS

OF INDIANA STREAMS

U.S. GEOLOGICAL SURVEY

Water-Resources Investigations Report 96-4128

Prepared in cooperation with the

INDIANA DEPARTMENT OF NATURAL RESOURCES, DIVISION OF WATER
Low-Flow Characteristics

of Indiana Streams

By KATHLEEN K. FOWLER and JOHN T. WILSON

Prepared in cooperation with the

INDIANA DEPARTMENT OF NATURAL RESOURCES, DIVISION OF WATER

U.S. GEOLOGICAL SURVEY

Water-Resources Investigations Report 96-4128

Indianapolis, Indiana

1996
U.S. DEPARTMENT OF THE INTERIOR

BRUCE BABBITT, Secretary

U.S. GEOLOGICAL SURVEY

Gordon P. Eaton, Director

____________________________________________________________________________

For additional information, write to: Copies of this report can be purchased from:

District Chief U.S. Geological Survey

U.S. Geological Survey Branch of Information Services

Water Resources Division Box 25286

5957 Lakeside Boulevard Federal Center

Indianapolis, IN 46278-1996 Denver, CO 80225
Contents iii

CONTENTS

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

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

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

Acknowledgments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

Physical Setting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Physiography and Geology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Northern Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Central Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

Southern Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

Climate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

Low-Flow Characteristics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

Frequency Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

Continuous-Record Stations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

Partial-Record Stations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

Flow-Duration Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16

Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20

References Cited . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22

Appendix 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 291

Appendix 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 299

FIGURES

1. Physiography of Indiana with base runoff for the 7-day low flows at the 10-year recurrence

interval at continuous-record stations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

2. Average annual precipitation and temperature in Indiana, by climatic division, for the period 1961–90. . 8

3. Part of a hypothetical annual hydrograph showing periods for which the daily discharges are

averaged to give the 7-day and 14-day low flows for that year or season . . . . . . . . . . . . . . . . . . . . . . . . . . 9

4. Continuous-record streamflow-gaging stations in Indiana . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

5. Continuous-record streamflow-gaging stations in Marion County, Indiana . . . . . . . . . . . . . . . . . . . . . . . . 13

6. Low-flow-frequency curve for Blue River near White Cloud, Indiana . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

7. Low-flow, partial-record stations in Indiana . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17

8. Graphical method of estimating low-flow characteristics at a partial-record station from known

characteristics at a continuous-record station . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19

9. Flow-duration curves for a stream in southern Indiana (Back Creek) and a stream in northern

Indiana (Pine Creek) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21

TABLES

1. Low-flow characteristics for continuous-record stations in Indiana . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23

2. Low-flow characteristics for partial-record stations in Indiana . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 253
iv Low-Flow Characteristics of Indiana Streams

CONVERSION FACTORS

Multiply By To Obtain

inch (in.) 25.4 millimeter

foot (ft) 0.3048 meter

mile (mi) 1.609 kilometer

square mile (mi2) 2.590 square kilometer

cubic foot (ft3) 0.02832 cubic meter

foot per second (ft/s) 0.3048 meter per second

cubic foot per second (ft3/s) 0.02832 cubic meter per second

foot per mile (ft/mi) 0.1894 meter per kilometer

Degrees Fahrenheit (°F) can be converted to degrees Celsius (°C) by use of the following formula:

°C=5/9(°F–32)
Abstract 1

Low-Flow Characteristics of Indiana Streams

By Kathleen K. Fowler and John T. Wilson

ABSTRACT

The knowledge of low-flow characteristics of streams is essential for the

management of water resources. Lowflow characteristics are presented for 229

continuous-record, streamflow-gaging

stations and 285 partial-record stations in

Indiana. Low-flow-frequency characteristics

were computed for 210 continuous-record

stations that had at least 10 years of record,

and flow-duration curves were computed

for all continuous-record stations. The lowflow-frequency and flow-duration analyses

are based on available streamflow records

through September 1993.

Selected low-flow-frequency curves

were computed for annual low flows and

seasonal low flows. The four seasons are

represented by the 3-month groups of March–

May, June–August, September–November,

and December–February.

The 7-day, 10-year and the 7-day,

2 year low flows were estimated for 285

partial-record stations, which are ungaged

sites where streamflow measurements

were made at base flow. The same lowflow characteristics were estimated for

19 continuous-record stations where less

than 10 years of record were available.

Precipitation and geology directly influence the streams in Indiana. Streams in the

northern, glaciated part of the State tend to

have higher sustained base flows than those in

the nonglaciated southern part.

The flow at several of the continuousrecord gaging stations is affected by some

form of regulation or diversion. Low-flow

characteristics for continuous-record stations

at which flow is affected by regulation are determined using only the period of record affected

by regulation; natural flows prior to regulation

are not used.

INTRODUCTION

The management and availability of Indiana’s

water resources increase in importance every year.

Knowledge of low-flow characteristics of streams,

in particular, is critical for evaluation of the minimum streamflow required to maintain municipal,

industrial, and irrigation supplies and conditions

favorable for aquatic life. The U.S. Geological

Survey (USGS), in cooperation with State and

Federal agencies, has collected daily streamflow

data in Indiana since 1928 (Stewart and others,

1986, p. 3). This continually growing data base

is important in all aspects of water-resources

investigations.

Presented in this report are the low-flow

characteristics for 229 continuous-record stations

and 285 partial-record stations in Indiana. These

characteristics are based on available data through

September 1993. Previous low-flow investigations

of Indiana streams by the USGS include those by

Hoggatt (1962), Rohne (1972), and Stewart

(1983). This report is similar to and is an update

of these earlier reports. Arihood and Glatfelter

(1986) presented a method for estimating 7-day

low flows at the 10- and 2-year recurrence intervals (7Q10 and 7Q2) for ungaged streams in central and northern Indiana, using equations that

require the contributing drainage area and a flow-
2 Low-Flow Characteristics of Indiana Streams

duration ratio for the area of interest. The

Arihood-Glatfelter equations were developed

on the basis of the flow characteristics published

in Stewart (1983). Arvin (1989) presented statistical summaries for streamflow data in Indiana

that included flow-duration tables and annual

low flows for selected consecutive days.

The analysis of low-flow characteristics of

Indiana streams described and presented in this

report was undertaken by the USGS in cooperation with the Indiana Department of Natural

Resources (IDNR), Division of Water.

Purpose and Scope

The purpose of this report is to present

updated low-flow characteristics on Indiana

streams. This information is needed for management decisions by State and local officials

concerned with water supplies, pollution

management, and fish and wildlife preservation.

Low-flow characteristics for continuous-record

sites and methods for estimating low-flow

characteristics at partial-record sites are

presented. The information includes lowflow-frequency analysis and flow-duration

analysis for the continuous-record sites and

low-flow-frequency analysis for the partialrecord sites.

Low-flow characteristics were determined

for 210 continuous-record stations with at least

10 years of record. Continuous-record stations

are streamflow-gaging stations for which daily

streamflow is computed and stored. Most of

these stations currently are active; some have

been discontinued. Natural flow conditions,

based on the entire period of record, are represented for most sites. The analyses for stations at

which flows are affected by regulation use only

the period of record affected by regulation. The

natural flow conditions prior to regulation are not

included in the frequency and flow-duration

analyses. For this report, as in Arvin (1989),

streamflow is considered regulated if more than

10 percent of the contributing drainage area is

subject to significant control of discharge (such

as the control of outflow from reservoirs).

Activities such as occasional water withdrawals,

mining operations, or discharges into a stream

also can affect flow but are not considered

significant. Continuous-record stations with

less than 10 years of record were treated as

partial-record stations for frequency analysis.

The average daily discharge and points for the

flow-duration curve are provided for all of

the continuous-record stations, regardless of the

period of record.

Frequency analysis for each of the

continuous-record stations was done by fitting

a log-Pearson type III curve to observed annual

minimum data and making a graphical adjustment to the fitted curve where the plotted data

points and curve did not agree closely (Riggs,

1972). Calculations were based on the climatic

year (April 1 through March 31) and on four

seasons represented by the 3-month periods

of March–May, June–August, September–

November, and December–February.

Daily flow-duration information includes

the percentage of days a particular discharge was

equaled or exceeded. Duration tables for each

continuous-record station were computed with

the daily mean discharges for the entire period

of record of complete water years.

Estimates of low-flow characteristics at

partial-record stations and continuous-record

stations with less than 10 years of record were

limited to the 7Q2 and the 7Q10. Partial-record

stations are ungaged sites where discharge

measurements are made at base flow.

The terms “flow,” “streamflow,” and

“discharge” are synonymous and are used interchangeably in this report. All three terms refer

to the volume of water that passes a given point

within a given period of time; all have units of

cubic feet per second (ft3

/s).

Acknowledgments

The authors wish to acknowledge the

significant contributions of several individuals

from the USGS. Timothy Willoughby wrote and

refined the software to read the data used in this

report into individual files. Gary Bennett and
Physical Setting 3

Jerry Davis used innovative methods to

locate and load into the data base thousands

of historical discharge measurements for the

partial-record sites. Donald Arvin, relying on

his knowledge of the statewide network of

gaging stations, selected the index stations

necessary to estimate the low-flow characteristics for the partial-record stations. The authors

also acknowledge Richard Swisshelm, Jr., and

Gary Tasker for insightful comments and helpful

suggestions provided in their reviews.

PHYSICAL SETTING

Physiography, geology, and climate are

the three aspects of the physical setting that most

influence the low-flow characteristics of Indiana

streams.

Physiography and Geology

Indiana can be divided into three broad

physiographic zones (fig. 1) (Wayne, 1956;

Schneider, 1966). The three zones—northern,

central, and southern—are based on similarities

in topography and geology. The northern zone

is mostly glacial in origin and generally has

more relief than the central zone. The central

zone is a depositional plain of low relief underlain by thick glacial till that has been modified

by post-glacial stream erosion. Landforms in the

southern zone are formed from degradational

processes, such as weathering and stream erosion. Much of the following discussion of the

three physiographic zones is based on work by

Schneider (1966). The reader is referred to Gray

(1989) for the areal distribution, extent, and

description of the many glacial deposits within

Indiana.

The following discussion of physiography

includes some generalizations of how low-flow

conditions vary with the different physiographic

zones. Values of discharge per unit area for lowflow conditions at the continuous-record stations

with at least 10 years of record are shown in figure 1. The values were computed by dividing the

7Q10 by drainage area to give unit discharge in

cubic feet per second per square mile.

Northern Zone

The northern zone, or the Northern Moraine

and Lake Region, consists of the Calumet Lacustrine Plain, the Valparaiso Morainal Area,

the Kankakee Outwash and Lacustrine Plain, the

Steuben Morainal Lake Area, and the Maumee

Lacustrine Plain (fig. 1). The Calumet Lacustrine

Plain consists of a step-like progression of

ancient beaches representing successive stages

of glacial Lake Chicago. These beaches range

from 590 to 640 ft in altitude, the highest being

approximately 60 ft above the present level of

Lake Michigan. Industrialization of the area

makes it difficult to determine natural low-flow

characteristics.

The topography of the Valparaiso Morainal

Area ranges from rolling hills to an undulating

plain and is about 150 ft higher than the Calumet

Lacustrine Plain. Ice-block depressions containing lakes or peat are common in the entire

morainal area but are more common in the

knob-and-kettle topography of the northeastsouthwest-trending part of the area. Streamflow

data are sparse in this area, but there are a few

gaged streams that flow into the Calumet Lacustrine Plain. The streams (Galena River, Trail

Creek, Little Calumet, and Salt Creek) that flow

through the Valparaiso Morainal Area have some

of the highest sustained low flows relative to

drainage area in the State.

The Kankakee Outwash and Lacustrine

Plain is a low and poorly drained area underlain

mostly by sand from valley train and outwash

deposits. These features give the area a high

sustained flow. The Kankakee River and its

tributaries make up the largest drainage system

in the plain, and they are characterized by high

sustained flow. The tributaries that drain from the

Valparaiso Morainal Area to the west tend to

have higher sustained flows than those that flow

from the east. The Iroquois River and its tributaries drain the southwestern area of the plain

which is predominantly till (Gray, 1989); the

presence of till may explain why the sustained
4 Low-Flow Characteristics of Indiana Streams

flows for the Iroquois River and tributaries are

not as high as those for the Kankakee River that

flows through outwash sand and gravel deposits.

The Steuben Morainal Lake Area has a

complex topography resulting from an abundance of glacial features (moraines and morainal

lakes, kames, eskers, melt-water channels, and

ice-block depression lakes). The diverse valleys

may be dry; they may have internal drainage;

or they may contain streams, lakes, clay beds,

and swamps. Base flows, in general, are high

in this area but may be low in some locations.

Sustained base flow in the area is probably as

diverse as the geology. Streams that flow through

areas with outwash sand and gravel deposits

tend to have higher sustained flows.

The Maumee Lacustrine Plain is a nearly

level plain formed by glacial Lake Maumee.

Low-flow characteristics of this small area are

controlled by a combination of features of the

central zone and the Steuben Morainal Lake

Area of the northern zone.

Central Zone

The central zone consists of one major

physiographic region, the nearly flat to rolling

Tipton Till Plain. This plain is broken by only a

few eskers (winding ridges of gravel and sand)

and erosional valleys formed by melt water. The

zone also contains several poorly developed end

moraines of low relief. Because the surficial

geology is nearly uniform, variability in base

flow is attributed to the distribution of aquifer

material in the zone. Year-round flow is sustained in moderate-sized drainage areas but not

in smaller basins. The sustained flows in the

central zone are generally much lower than

those in the western part of the northern zone;

however, some streams flow through localized

deposits that differ from the surrounding till

plain, resulting in higher sustained flows.

Southern Zone

Physiography of the southern zone, the

most diverse of the three zones, consists of seven

units: the Dearborn Upland, the Muscatatuck

Regional Slope, the Scottsburg Lowland, the

Norman Upland, the Mitchell Plain, the Crawford Upland, and the Wabash Lowland. Many

streams with drainage areas as large as 250 mi2

do not support year-round flow (Arihood and

Glatfelter, 1986) in the southern zone. Smaller

streams in outwash aquifers, at springs, and in

karst areas, however, commonly have continuous

flow.

The Dearborn Upland is a dissected plateau

underlain by flat-lying limestones and shales of

late Ordovician age. The limestones and shales

are overlain by glacial drift that varies in thickness from about 15 ft in the south near the

Ohio River to about 50 ft near the Wisconsinan

glacial boundary (see Schneider, 1966, p. 41 or

Gray, 1983). This unit is dissected by deeply

entrenched streams that flow to the south and

east, forming rugged V-shaped valleys.

The Muscatatuck Regional Slope is a

gently sloping plain controlled by the westwarddipping Silurian and Devonian carbonate rocks

that underlie the area. The carbonate rock is

overlain by glacial drift with an average thickness of about 20 ft; however, the drift may be

only 5 ft thick over preglacial upland areas or

it may be more than 150 ft thick over buried

valleys at the northern edge of the unit. The

drainage system is dominated by streams that

flow in a south-southwest direction, with valleys

that are commonly steep-sided and moderately

deep.

The Scottsburg Lowland is a belt of low

relief controlled by the structure of the underlying bedrock. The lowland belt was formed

by the erosion of nonresistant shales of late

Devonian and early Mississippian age. The

surficial expression of the northern end of the

lowland is masked by glacial drift that may be

up to 150 ft thick.

The Norman Upland is characterized by

great local relief consisting of steep slopes,

narrow divides, and deep V-shaped valleys with

a well-developed dendritic drainage pattern.

The area is underlain by resistant siltstones and

interbedded softer shales of early to middle

Mississippian age and, in places, limestones of

middle Mississippian age. The Norman Upland

is devoid of glacial drift, except along its eastern

and northern margins (Gray, 1989).
85°
Climate 7

The Mitchell Plain is characterized by karst

topography, the result of solution weathering

of middle Mississippian limestones; numerous

solution features and sinkholes are evident.

Runoff is rapid, but the drainage areas are difficult to determine because much of the runoff

flows into sinkholes and becomes part of the

underground drainage system. Along some

streams, flow may leave the channel and return

to the stream at a downstream location. In

extreme cases, flow may be diverted to completely different streams or springs.

The Crawford Upland is a deeply dissected

upland with a diversity of topographic features.

This diversity is caused by the differential erosion of the underlying sandstones, shales, and

limestones of upper Mississippian and lower

Pennsylvanian age. The Crawford Upland is a

westward-sloping plateau with a well-developed

drainage system characterized by narrow, flattopped drainage divides with steep valley walls.

The eastern part contains numerous springs and

caverns that formed in the soluble Mississippian

limestones. The topography of the Crawford

Upland resembles that of the Norman Upland but

with greater local relief.

The broad Wabash Lowland is underlain

by nonresistant siltstones and shales of Pennsylvanian age that were eroded into a lowland area

of moderate relief prior to Pleistocene time.

The lowland is partially covered by till and is

underlain by widespread and, in places, thick

lacustrine, outwash, and alluvial sediments.

Much of the lowland is covered by windblown

silt deposits and sand dunes that generally

decrease in thickness to the east. Drainage,

which is poor in some parts of the lowland,

has been modified by man. There has been

extensive surface coal mining within the lowland. Wilber and others (1985) indicate that

surface mining may help sustain low flows in

streams by increasing the ground-water storage

in the watershed.

Climate

Indiana climate is classified as continental

and temperate; the summers are hot and humid,

while winters tend to be cold and damp. The

transitional seasons of spring and fall have

frequent changes in weather. The growing

season extends approximately from April

through October. A well-defined, north-south

climatic gradient across the State provides a

cool, temperate climate in the north and a

warm, temperate climate in the south (Glatfelter,

1991). High humidity and frequent variations in

temperature are characteristic.

 Precipitation is well distributed throughout

the year. Average annual precipitation ranges

from 37 in. in the north to 45 in. in the south

(fig. 2). Average annual temperatures range

from 49°F in the north to 54°F in the south.

Average annual precipitation and temperature

values for each of the nine climatic divisions

in Indiana are shown in figure 2. These data

are based on the period of record 1961–90

(National Oceanic and Atmospheric Administration, 1994). Losses from evapotranspiration are

generally uniform across the State; Clark (1980)

estimates that approximately 69 percent or 28 in.

per year of the average precipitation is returned

to the atmosphere.

LOW-FLOW CHARACTERISTICS

Low-flow characteristics are determined by

frequency analysis and flow-duration analysis.

Frequency curves relate the minimum average

discharge for a given number of consecutive

days to the recurrence interval in years. Flowduration curves show the flow characteristics

of a stream throughout the range of discharge.

Frequency Analysis

Frequency curves relate the magnitude of

a variable to the frequency of occurrence (Riggs,

1968). In low-flow investigations, the frequency
Rush

Fulton Pulaski

Daviess Martin

Base from U.S. Geological Survey digital data 1:2,000,000, 1986

Albers Equal-Area projection

Standard parallels 29°30' and 45°30', central meridian -86°

Vanderburgh Posey

Gibson

Pike

Warrick

Spencer

Perry

Dubois

Crawford

Orange Washington

Harrison

Floyd

Clark

Knox

Lawrence

Jackson

Jefferson

Scott

Switzerland

Ohio

Vigo

Putnam

Sullivan Greene

Monroe Brown

Clay

Morgan

Jennings

Bartholomew

Decatur

Ripley

Dearborn

Franklin

Fayette Union

Shelby Johnson

Owen

Montgomery

Parke

Fountain

Vermillion

Hendricks

Marion

Boone

Wayne Henry Hancock

Hamilton

Madison 

Delaware

Randolph

Jay Blackford

Grant

Clinton Tipton

Howard

Tippecanoe

Elkhart

Lagrange

Carroll

White Cass Miami

Wabash Huntington

Wells Adams

Kosciusko

Whitley

Allen

Noble Dekalb

Starke

Marshall

Steuben St. Joseph

La Porte

Lake Porter

Newton Jasper

Benton

Warren

0

0 20

20

40

40

60

60 80 Miles

80 Kilometers

38°

39°

40°

41°

87° 86° 85°

Figure 2. Average annual precipitation and temperature in Indiana, by climatic division, for the period 1961-90

(data from National Oceanic and Atmospheric Administration, 1994).

NORTHWEST

37.86

49.6°

NORTH CENTRAL

37.45

49.6°

NORTHEAST

36.17

49.0°

WEST CENTRAL

40.25

51.3°

CENTRAL

40.12

50.9°

EAST CENTRAL

38.65

50.1°

SOUTHWEST

45.05

54.7°

SOUTH CENTRAL

45.41

53.6°

SOUTHEAST

43.85

54.1°

EXPLANATION

Average annual

precipitation in inches

Average annual temperature

in degrees Fahrenheit

Climatic division boundaries

40.12

50.9°

8 Low-Flow Characteristics of Indiana Streams
Continuous-Record Stations 9

curve relates the minimum average discharge for

a given number of consecutive days (N-day) to

the recurrence interval in years (T-year). For

example, the 7-day, 10-year low flow (7Q10) is

the minimum average discharge for 7 consecutive days, which has a 0.1 probability of not

being exceeded in a given year. The recurrence

interval is the reciprocal of the probability of

recurrence. The recurrence interval also may

be defined in general terms as the average interval of time between occurrences of low-flow

events (for example, the 10-year low flow).

This does not imply that there is a regular time

interval between low-flow events. Unlike floods,

annual low flows are not independent events. If

ground-water levels are normal in a given year,

a 50-year low flow does not necessarily have a

0.02 probability of occurring in that year. Several

years of lower-than-normal precipitation

and declining ground-water levels within a given

area may need to occur to cause a 50-year low

flow in the streams in that area.

The selected consecutive days used in this

report are 1, 3, 7, 14, 30, 60, 120, and 183; the

N-day values can be for the entire year or for a

season. The four seasons presented in this report

are March–May, June–August, September–

November, and December–February. The

seasonal frequency analysis is limited to the

10-year recurrence interval of the 3-day, 7-day,

and 14-day low flows. Figure 3 shows an

example of where the 7-day and 14-day low

flows might occur on the lowest part of an

annual hydrograph. On this particular

hydrograph, the 7-day and 14-day means represent the annual low flow and the seasonal low

flow for September–November.

Continuous-Record Stations

Frequency analyses were computed for

210 continuous-record stations in Indiana with

at least 10 years of record (figs. 4 and 5).

5 10 15 20 25 30 5 10 15 20 25

September October

0

35

5

10

15

20

25

30

DISCHARGE, IN CUBIC FEET PER SECOND

7-day

14-day

Figure 3. Part of a hypothetical annual hydrograph showing periods for which the daily

discharges are averaged to give the 7-day and 14-day low flows for that year or season.
10 Low-Flow Characteristics of Indiana Streams

Frequency curves were defined by using

a mathematical procedure for fitting the data to a

log-Pearson type III distribution (Riggs, 1972).

Figure 6 shows an example of a frequency curve

of 7-day low flows. Selected N-day, T-year

low-flow characteristics can be computed from

the following equation:

where XT is selected N-day, T-year low

flow,

X is mean of the logarithms of

the N-day values,

K is Pearson type III frequency

factor for the value of skew

coefficient computed for the

data and a recurrence interval of T (nonexceedance

probability of p = 1 ,

S is standard deviation of the

logarithms of the N-day

values.

A computer program (Hutchison, 1975;

Lumb and others, 1990) was used to select

annual (or seasonal) minimum flows; compute

the mean, standard deviation, and coefficient

of skew; plot the fitted log-Pearson type III

probability distribution; and plot the selected

minimum flows versus recurrence intervals. Plotting positions were determined from the equation:

where RI is recurrence interval in years,

n is number of years of record,

m is numerical rank, with the

lowest flow being 1.

This procedure produced acceptable fits

to most sets of low-flow data; however, certain

low-flow-frequency curves could not be fitted

adequately for a complete data set. Where the

data points deviated significantly from the

log-Pearson type III curve, a curve was drawn

graphically through the data points to provide

better estimates of the flow characteristics.

This method of graphical interpretation is illustrated in Riggs (1972, p. 5). The log-Pearson

type III fitting procedure works best when the

absolute value of skew of the logs is close to

zero. (Skew is a measure of asymmetry of a

frequency distribution.) Occasionally, because

of insufficient record, the lower end of the frequency curve was not reliable. In these cases, the

values for the 50-year recurrence interval and,

infrequently, the 20-year recurrence interval

were excluded from the table. In a few cases, calculations were not made because the N-day values varied over a large enough range that

the absolute value of skew exceeded allowable

limits. This situation typically occurred when

extreme regulation dropped discharge for a short

period of time to a fraction of the normal discharge. Values determined from the frequency

analysis that were less than or equal to 0.05 ft3

/s

were rounded to zero; those that were between

0.05 and 0.1 ft3

/s were rounded to 0.1 ft3/s.

Riggs (1972) indicated that the reliability

of a low-flow-frequency curve is closely related

to the length of record. Ideally, the record would

be representative of the long-term-flow characteristics. In general, the longer the period of

record, the more reliable the low-flow estimates.

The period of record is listed in table 1 for all

the continuous-record stations, several of which

have been discontinued. Low-flow characteristics for stations with less than 10 years of record

were estimated with the methods described in

the section “Partial-Record Stations.” The estimated low-flow characteristics at a given station

will change as the period of record changes,

especially if drought years or unusually highflow years are added to the record. The flow

characteristics shown in table 1 tend to be higher

than those published in Stewart (1983).

Several continuous-record stations are

affected by some form of regulation or diversion,

which is noted in the “Remarks” section of the

affected stations in table 1. For those stations

affected by some form of regulation, low-flowfrequency curves are based on the longest period

XT = X KS + ,

RI ( ) n + 1

m = ----------------

, (1)

, (2)

_

T

)
LAKE MICHIGAN

04095300

04096100

04097970 04101000

04099850

04099808

04099750

04099510

04094000

04094500 04100500 05536195 04099610

05536190 05515000 05515400 04093000

04177720 05536179

04100222 04100377

05516000 04100465 05515500

04178000

04100295 04179500

04100252

03330500 03330241

05517000

05517530

05517500 05519500 04180000 05519000 03331110 04179000 05518000

03331500 04180500

04182810

04183000

05521000 04182590 03328000 03332400 04182000 05522000

05522500

03328430 05523500 03324000 

05517890 05516500

41°

87° 86° 85°
Base from U.S. Geological Survey digital data, 1:100,000, 1986

Albers Equal-Area projection

Standard parallels 29°30' and 45°30', central meridian -86°

Figure 5. Continuous-record streamflow-gaging stations in Marion County, Indiana.

EXPLANATION

03352200

03351000

03353560 03352500 03353551

03353583

03353600

03353500

03353160

03353120

03353000

03353180

03353620

03353635

03353630

03361850

03353637 03353636

Eagle Creek

Falco n Cr.

Mud

Creek

Geist

Reservoir

Eagle Creek

Reservoir

Crooked

Creek

Whit e

White

River

Little

Buck

Creek

Derbyshire Cr.

Buck Creek

Lick

Creek

R iver

Pleasant

Run

Bean Creek

Fall Creek

Little

03351310

Eag

el Creek

Guion

C r.

Continuous-record station

Partial-Record Stations 15

of homogeneous record under current conditions.

As a result, the flow characteristics at many

regulated stations are higher than previously

published in Stewart (1983), which included

the period of natural flows prior to regulation

as well as the regulated period. This increase

in low-flow characteristics will be most noticeable for stations immediately downstream from

reservoirs.

Partial-Record Stations

Low-flow partial-record stations are

ungaged sites at which measurements of base

flow are made. The base flows are related to

the concurrent daily mean flows of a nearby

continuous-record station (index station) for

which a low-flow-frequency curve has been

defined. Riggs (1972) indicated that, generally,

8 to 10 measurements made on different streamflow recessions and in more than 1 year should

define the relation to concurrent flows at the

index station. Riggs (1972) also indicated that

fewer measurements may suffice if some were

made during a significant drought. Ideally, the

watershed for the index station should be of

similar terrain, drainage area, and geologic characteristics as that for the partial-record station.

The index station and the partial-record station

also should have similar base-flow-recession

characteristics. With this in mind, regional

physiography (fig. 1) was considered during

the selection of index stations. The location of

the partial-record stations is shown in figure 7.

Low-flow characteristics at partial-record

stations were estimated by use of the mathematical technique described in Stedinger and

Thomas (1985) or by the graphical correlation

methods described in Riggs (1972). In both

techniques, a relation between base-flow

measurements at the partial-record stations

and concurrent daily flows at index stations

(using logarithms of flows) is developed. The

Stedinger-Thomas technique defines the relation

using least squares regression analysis. The

regression analysis and low-flow statistics at

the index station are used to estimate the desired

flow characteristics at the partial-record station.

The least squares regression line, based on

discharge measurements at the partial-record

station and concurrent flows at the index station,

is given by the equation:

y = a + bx

where y represents the log-transformed

flows at the partial-record

station, and

x represents the log-transformed

flows at the index station.

From Stedinger and Thomas (1985), the N-day, T-year low flow at the partial-record site, YT,

is estimated by the equation:

YT = μy + Kyσy

where μ denotes the mean;

σ denotes the standard deviation; and

Ky is the frequency factor for the value of skew coefficient at the T-year recurrence

interval.

Because the partial-record station has no record of N-day low flows, the logarithms of concurrent

base-flow measurements and daily flows are used to estimate the parameters in equation 4. The relation in equation 4 can be approximated by:

YT a bmx

XT mx –

sx

-------------------     b

2

sx

2

se

2 1

sx

2

( ) L – 1 s ̃ x

2 – ----------------------       +

      1 2⁄

= + + ,

, (3)

, (4)

(5)
16 Low-Flow Characteristics of Indiana Streams

where mx is the sample mean of the

logarithms of the annual

N-day low flows at the index

station,

sx is the sample standard

deviation of the logarithms

of the annual N-day low

flows at the index station,

se is the standard error of

estimate of the least squares

regression equation (eq. 3),

L is the number of base-flow

measurements and concurrent daily flows used to

estimate the regression

equation,

is the standard deviation of the

concurrent flows at the index

station used in the regression

equation, and

XT is the N-day, T-year low flow

for the index station.

The factor

was used to obtain an

unbiased estimator of

(Stedinger and Thomas,

1985, p. 4).

The Stedinger-Thomas technique was

used as the primary method for estimating

low-flow characteristics at the partial-record

stations. Thomas (W.O. Thomas, Jr., and others,

U.S. Geological Survey, written commun., 1993)

recommends that there be at least 10 base-flow

measurements at the partial-record station and

that there be a linear relation between the base

flows and the concurrent daily mean flows at

the index station. Stedinger and Thomas (1985)

recommends that the correlation coefficient

exceed 0.70. Also, the Stedinger-Thomas technique uses logarithms of flows; zero flows cannot

be used. The Stedinger-Thomas technique has

been automated by the USGS (W.O. Thomas

and others, U.S. Geological Survey, written

commun., 1993) and has the capability of using

multiple index stations.

The graphical correlation method (Riggs,

1972) was used to estimate low-flow characteristics for the partial-record stations with zero flows

where the relation between base flows and concurrent daily mean flows was not well defined, or

where fewer than 10 measurements of flow were

available. Base-flow measurements at the partialrecord station are plotted on log-log graph paper

against concurrent daily mean flows at the index

station, and a smooth line relating the two is

drawn. Points from the frequency curve defined

for the index station are transferred through the

smooth curve to obtain estimates of analogous

frequency points at the partial-record station.

An example of an application of the graphical

method is shown in figure 8.

The procedures outlined above also were

used to estimate low-flow characteristics at

continuous-record stations with less than 10 years

of record (table 1). At some stations with a short

period of record, daily values during base flow

were used to augment the discharge measurements. The estimated flow characteristics are limited to the 7Q10 and 7Q2.

Low-flow characteristics were estimated at

285 partial-record stations in Indiana (table 2).

The estimated flow characteristics are limited to

the 7Q10 and 7Q2. Partial-record stations with

only one observed zero flow were assigned a

7Q10 of zero if flow at a corresponding index

station was greater than or equal to 7Q10. Some

stations in table 2 list “No Correlation” rather

than values for 7Q10 and 7Q2. These are stations

that were published in Stewart (1983) with

estimates of the flow characteristics; however,

further analysis indicates that the data are

insufficient for estimating flow characteristics.

Estimates of 7Q10 and 7Q2 that were less

than or equal to 0.05 ft3/s were rounded to zero;

those that were between 0.05 and 0.1 ft3

/s were

rounded to 0.1 ft3/s.

Flow-Duration Analysis

A flow-duration curve is a cumulativefrequency curve that shows the percent of time

that a specified discharge at a site was equaled

or exceeded during a given period of record

s ̃ x

1

s

x

2

( ) L – 1 s ̃

x

2 – ----------------------

       

σy

2
° 86° 85°
Flow-Duration Analysis 19

0.2

20

0.3

0.4

0.5

0.7

1

2

3

4

5

7

10

MEASURED DISCHARGE AT PARTIAL-RECORD STATION,

BIG BLUE RIVER NEAR NEW CASTLE, INDIANA (03360920),

IN CUBIC FEET PER SECOND

DRAINAGE AREA: 15.8 SQUARE MILES

2 5 10 20 50 100 200

DAILY MEAN DISCHARGE AT BIG BLUE RIVER AT CARTHAGE, INDIANA (03361000),

IN CUBIC FEET PER SECOND

DRAINAGE AREA: 184 SQUARE MILES

7Q10 = 27 ft3/s

7Q2 = 47 ft3/s

7Q10 = 2.3 ft3/s

7Q2 = 4.0 ft3/s

Figure 8. Graphical method of estimating low-flow characteristics at a partial-record station from known

characteristics at a continuous-record station.
20 Low-Flow Characteristics of Indiana Streams

(Searcy, 1959). Flow-duration curves are useful

for showing the flow characteristics of a stream

throughout its range of discharge. The chronological sequence of flows is not a factor in

the curve. This report contains flow-duration

analyses for all of the continuous-record stations

in Indiana (table 1). A flow-duration analysis

applies only to the period of record used to

develop the curve, and the flow-duration curve

represents the average curve for the period of

record.

Only complete years of record are used for

flow-duration analysis. The years used do not

need to be consecutive, but conditions in the

basin (artificial storage, diversions, or other

manmade influences) need to be the same. By

arranging flows according to frequency of occurrence and by plotting the flow-duration curve, the

combined effects of the factors influencing runoff are shown. The shape of the curve is determined by the hydrologic and geologic

characteristics of the drainage basin. The slope

at the lower end of the curve is indicative of the

perennial storage in the drainage basin; a gentle

slope indicates a large amount of storage, and a

steep slope indicates little storage. A gentle slope

indicates sustained streamflow during dry periods. A curve with a steep slope indicates highly

variable streamflow that is influenced by direct

runoff. A flow-duration curve with a gentle

slope indicates the presence of surface- or

ground-water storage; slow, constant release

of the stored water tends to equalize the flow

at the station (Searcy, 1959).

In general, flow-duration curves with steep

slopes are typical of streams in the hilly areas of

southern Indiana, and curves with gentle slopes

are typical of streams in the glaciated areas of

northern Indiana. Figure 9 shows two flowduration curves, one from southern Indiana and

one from northern Indiana. The streams have

similar drainage areas but different flow characteristics. Back Creek (Lawrence County, fig. 4),

in an area of exposed or shallow bedrock with

little or no unconsolidated deposits (Gray,

1983), has highly variable flow and periodically

goes to zero flow. Pine Creek (Elkhart County,

fig. 4) has a smaller range of flow that was

sustained 99.5 percent of the time above 5 ft3/s.

This sustained flow can be attributed to the

unconsolidated deposits in the area, which are

predominantly sand and gravel (Gray, 1989), and

may exceed 200 ft in thickness (Gray, 1983).

SUMMARY

Low-flow characteristics for 229 continuous

record, streamflow-gaging stations and 285

partial-record stations in Indiana are presented in

this report. A frequency analysis is included for

continuous-record stations with at least 10 years

of record, and flow-duration information is

included for all continuous-record stations.

Partial-record stations and continuous-record

stations with less than 10 years of record have

estimates of only the 7-day low flow at the 10-

and 2-year recurrence intervals. Discussions of

the statistical methods used are presented.

The streams in Indiana are directly influenced by precipitation and geology. Generally,

streams in the glaciated northern zone of the

State have higher sustained base flows than in

the nonglaciated southern zone. Stream channels

in northern Indiana tend to be highly permeable,

and flows are more sustained because of the

influence of ground water. Sustained flows in

the central Indiana till plain are generally lower

than those in the north, except in localized areas

of higher channel permeability. The southern zone

of the State has the most diverse physiography of

the three zones. Throughout much of southern

Indiana, however, there is little sustained base

flow. In some areas of alluvial deposits, sustained

flows are increased but are generally lowest in

the south.
Summary 21

0.1 1 2 5 10 20 30 40 50 60 70 80 90 95 98 99 99.9

PERCENT OF TIME THAT FLOW WAS EQUALED OR EXCEEDED

0.01

1,000

0.02

0.03

0.04

0.05

0.07

0.1

0.2

0.3

0.4

0.5

0.7

1

2

3

4

5

7

10

20

30

40

50

70

100

200

300

400

500

700

DAILY MEAN FLOW, IN CUBIC FEET PER SECOND

Pine Creek near Elkhart, Ind. (04099850)

Drainage area: 31.0 square miles

Period of record: 1979-93

Back Creek at Leesville, Ind. (03371520)

Drainage area: 24.1 square miles

Period of record: 1970-93

Figure 9. Flow-duration curves for a stream in southern Indiana (Back Creek) and a stream in northern

Indiana (Pine Creek).
22 Low-Flow Characteristics of Indiana Streams

REFERENCES CITED

Arihood, L.D., and Glatfelter, D.R., 1986, Method for

estimating low-flow characteristics of ungaged

streams in Indiana: U.S. Geological Survey

Open-File Report 86-323, 32 p.

Arvin, D.V., 1989, Statistical summary of streamflow

data for Indiana: U.S. Geological Survey OpenFile Report 89-62, 964 p.

Clark, G.D., ed., 1980, The Indiana water resource:

Indiana Department of Natural Resources,

Indianapolis, 508 p.

Glatfelter, D.R., 1991, Indiana floods and droughts,

in National Water Summary 1988–89: U.S. Geological Survey Water-Supply Paper 2375, 591 p.

Gray, H.H., 1983, Map of Indiana showing thickness

of unconsolidated deposits: Indiana Department

of Natural Resources, Geological Survey Miscellaneous Map 37, scale 1:500,000.

_____1989, Quaternary geologic map of Indiana:

Indiana Department of Natural Resources,

Geological Survey Miscellaneous Map 49,

scale 1:500,000.

Hoggatt, R.E., 1962, Low-flow characteristics of

Indiana streams: Indiana Stream Pollution Control

Board, 171 p.

Hutchison, N.E., comp., 1975, revised 1984,

WATSTORE user’s guide, National Water Data

Storage and Retrieval System: U.S. Geological

Survey Open-File Report 75-426, [variously

paged].

Lumb, A.M.; Kittle, J.L., Jr.; and Flynn, K.M., 1990,

Users manual for ANNIE, a computer program

for interactive hydrologic analyses and data

management: U.S. Geological Survey WaterResources Investigations Report 89-4080, 236 p.

National Oceanic and Atmospheric Administration,

1994, Climatological data, annual summary,

Indiana, 1993, v. 98, no. 13: Asheville, N.C.,

National Climatic Data Center.

Riggs, H.C., 1968, Frequency curves: U.S. Geological

Survey Techniques of Water-Resources Investigations, book 4, chap. A2, 15 p.

_____1972, Low-flow investigations: U.S. Geological

Survey Techniques of Water-Resources Investigations, book 4, chap. B1, 18 p.

Rohne, P.B., Jr., 1972, Low-flow characteristics of

Indiana streams: U.S. Geological Survey OpenFile Report, 322 p.

Schneider, A.F., 1966, Physiography, in Lindsey, A.A.,

ed., Natural features of Indiana: Indianapolis,

Indiana Academy of Science, p. 40–56.

Searcy, J.K., 1959, Flow-duration curves: U.S. Geological Survey Water-Supply Paper 1542-A, 33 p.

Stedinger, J.R., and Thomas, W.O., Jr., 1985, Lowflow frequency estimation using base-flow

measurements: U.S. Geological Survey Open-File

Report 85-95, 22 p.

Stewart, J.A., 1983, Low-flow characteristics of

Indiana streams: U.S. Geological Survey OpenFile Report 82-1007, 277 p.

Stewart, J.A.; Miller, R.L.; and Butch, G.K., 1986,

Cost effectiveness of the U.S. Geological Survey

stream-gaging program in Indiana: U.S. Geological Survey Water-Resources Investigations

Report 85-4343, 92 p.

Wayne, W.J., 1956, Thickness of drift and bedrock

physiography of Indiana north of the Wisconsin

glacial boundary: Indiana Geological Survey

Report of Progress No. 7, 70 p.

Wilber, W.G.; Renn, D.E.; and Crawford, C.G., 1985,

Effects of land use and surficial geology on flow

and water quality of streams in the coal mining

region of southwestern Indiana, October 1979

through September 1980: U.S. Geological Survey

Water-Resources Investigation Report 85-4234,

49 p.
TABLE 1

LOW-FLOW CHARACTERISTICS FOR

CONTINUOUS-RECORD STATIONS IN INDIANA
24 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03274650 WHITEWATER RIVER NEAR ECONOMY, INDIANA

0.6 0.6 0.6 0.6 0.7 1.0 1.6 2.9

.4 .4 .4 .4 .5 .5 .8 1.4

.3 .3 .3 .3 .4 .4 .5 1.0

.2 .2 .3 .3 .3 .4 .4 .7

.2 .2 .2 .2 .3 .3 .3 .5

180

134

127

87

46

27

13

7.9

5.5

4.0

2.8

1.9

1.2

.74

.57

.44

.36

.30

Lat 40°00’05”, long 85°06’56”, in NW1/4NE1/4 sec.19, T.18 N., R.13 E., Wayne County, Hydrologic Unit

05080003, on right bank 15 ft downstream from bridge on Wayne County Line Road, 1.7 mi upstream from Little

Creek, 2.4 mi northwest of Economy, and at mile 91.9.

10.4 mi2.

October 1970 to current year.

11.2 ft3/s.

0.22 ft3/s.

1.5 1.6 1.7

.5 .5 .5

.3 .3 .4

.5 .6 .7

GREAT MIAMI RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 25

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03274750 WHITEWATER RIVER NEAR HAGERSTOWN, INDIANA

12 12 13 13 15 17 21 29

8.4 8.7 9.1 9.4 10 12 14 19

7.0 7.2 7.6 7.8 8.5 9.8 11 15

6.1 6.2 6.5 6.8 7.4 8.6 10 13

5.1 5.3 5.5 5.8 6.4 7.6 8.8 11

822

677

646

419

211

127

79

60

48

39

31

25

19

15

12

9.5

8.1

7.2

Lat 39°52’25”, long 85°09’47”, in NE1/4NE1/4 sec.3, T.16 N., R.12 E., Wayne County, Hydrologic Unit

05080003, on left bank at downstream side of bridge on Jerry Meyers Road, 1.0 mi upstream from Pronghorn Run,

1.5 mi north of Interstate 70, 2.0 mi downstream from Nettle Creek, 2.6 mi south of Hagerstown, and at mile 84.9.

58.7 mi2.

October 1970 to current year.

67.9 ft3/s.

5.3 ft3/s.

19 19 21

8.9 9.4 10

8.2 8.5 9.1

11 12 13

GREAT MIAMI RIVER BASIN

None.
26 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03274950 LITTLE WILLIAMS CREEK AT CONNERSVILLE, INDIANA

0.8 0.8 0.8 0.9 1.1 1.5 2.2 3.4

.2 .3 .4 .4 .5 .6 .9 1.7

.1 .1 .2 .3 .4 .4 .6 1.2

.0 .0 .1 .1 .2 .2 .4 .8

.0 .0 .0 .0 .0 .1 .2 .5

164

114

106

64

31

19

13

9.0

6.6

4.9

3.7

2.5

1.6

1.0

.67

.41

.18

.01

Lat 39°38’16”, long 85°10’20”, in SW1/4NE1/4 sec.27, T.14 N., R.12 E., Fayette County, Hydrologic Unit

 05080003, on downstream left bank wingwall of bridge on State Highway 44; 1 mi west of Connersville, and 2.6 mi

 upstream from mouth.

9.16 mi2.

September 1968 to 1991 (discontinued).

9.90 ft3/s.

0.00 ft3/s.

2.1 2.3 2.7

.4 .4 .5

.1 .2 .3

1.0 1.0 1.1

GREAT MIAMI RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 27

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03275000 WHITEWATER RIVER NEAR ALPINE, INDIANA

79 83 86 89 95 108 137 189

55 58 61 64 69 77 90 115

46 48 51 55 60 66 74 89

39 42 44 49 54 60 64 72

33 35 38 43 49 54 56 57

7470

5560

5250

3560

1880

1150

687

489

360

275

207

154

117

86

70

57

51

46

Lat 39°34’23”, long 85°09’27”, in SW1/4SE1/4 sec.l4, T.13 N., R.12 E., Fayette County, Hydrologic Unit

 05080003, on right bank 500 ft downstream from highway bridge, 0.4 mi downstream from Wilson Creek, 1.6 mi

 northeast of Alpine, 4.6 mi upstream from Bear Creek, and at mile 54.3.

529 mi2.

October 1928 to current year.

561 ft3/s.

30 ft3/s.

123 135 153

56 59 65

50 53 56

73 76 81

GREAT MIAMI RIVER BASIN

None.
28 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03275500 EAST FORK WHITEWATER RIVER AT RICHMOND, INDIANA

8.7 9.1 10 11 12 15 20 29

4.4 4.9 5.7 6.8 8.1 10 13 17

2.9 3.5 4.2 5.2 6.7 8.7 11 13

2.0 2.6 3.2 4.2 5.7 7.7 9.6 11

1.3 1.8 2.4 3.2 4.9 6.8 8.4 8.9

2020

1340

1240

747

394

237

133

90

65

47

33

24

18

13

9.4

7.3

5.8

4.5

Lat 39°48’24”, long 84°54’26”, in NW1/4SW1/4 sec.8, T.13 N., R.1 W., Wayne County, Hydrologic Unit

05080003, on left bank 50 ft downstream from highway bridge, 0.8 mile south of Richmond, 1.5 miles upstream from Short

Creek, and at mile 33.4.

121 mi2.

April 1949 to September 1978 (discontinued).

115 ft3/s.

1.2 ft3/s.

23 26 29

4.6 6.0 7.9

3.9 4.6 5.8

8.9 9.7 11

GREAT MIAMI RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 29

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03275600 EAST FORK WHITEWATER RIVER AT ABINGTON, INDIANA

28 29 30 33 35 41 57 83

20 21 22 24 25 29 36 51

17 17 18 20 22 25 30 39

14 15 16 17 20 23 26 32

12 12 13 15 17 20 23 25

2940

2310

2190

1360

757

457

270

198

148

114

85

62

46

35

28

22

18

16

Lat 39°43’59”, long 84°57’35”, in NE1/4SW1/4 sec.2, T.12 N., R.2 W., Wayne County, Hydrologic Unit

 05080003, 15 ft downstream of bridge on county road at Abington, 3 mi downstream from Elkhorn Creek, 8 mi

 southwest of Richmond, and at mile 26.7.

200 mi2.

October 1965 to current year.

226 ft3/s.

11 ft3/s.

51 54 60

19 20 23

19 20 20

31 33 35

GREAT MIAMI RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03276000 EAST FORK WHITEWATER RIVER AT BROOKVILLE, INDIANA

19 27 32 36 41 58 132 228

4.0 15 21 27 28 36 71 122

.0 10 15 22 22 30 50 80

.0 .0 .0 .0 17 26 38 54

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

3640

3220

3120

2490

1750

1110

653

435

339

220

145

74

54

41

33

27

18

4.7

Lat 39°26’02”, long 85°00’12”, in NE1/4NE1/4 sec.20, T.9 N., R.2 W., Franklin County, Hydrologic Unit

05080003, on right bank 100 ft upstream from bridge on State Highway 101, at Brookville, 0.4 mi downstream from

Brookville Lake, and 1.8 mi upstream from mouth.

380 mi2.

March 1954 to current year.

404 ft3/s.

0.00 ft3/s Nov. 27, 1991; July 14-16, 21-26, Aug. 4-27, 1992.

29 38 37

13 22 24

19 27 31

24 28 46

GREAT MIAMI RIVER BASIN

Flow regulated by the U.S. Army Corps of Engineers from Brookville Lake since January 1974. Records of Daily discharge provided by U.S. Army Corps of Engineers beginning Oct. 1, 1991. Low-flow statistics are calculated for the regulated

period, 1974 to 1993.

30
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03276500 WHITEWATER RIVER AT BROOKVILLE, INDIANA

164 167 173 182 200 254 404 569

113 117 121 125 135 166 253 358

93 99 102 106 115 138 206 281

80 86 89 94 103 121 176 230

67 74 77 83 92 106 151 183

11800

9650

9220

6970

4660

3200

1940

1280

977

748

596

457

321

209

165

131

113

99

Lat 39°24’24”, long 85°00’46”, in NE1/4NW1/4 sec.32, T.9 N., R.2 W., Franklin County, Hydrologic Unit

05080003, on right bank at downstream side of highway bridge, 0.3 mi downstream from East Fork Whitewater River, 1.1 mi

south of Brookville, and at mile 29.3.

1,224 mi2.

June 1915 to September 1917, October 1917 to May 1920 (gage heights only), and July 1923 to current.

1,286 ft3/s.

60 ft3/s.

282 298 337

123 128 136

114 122 129

163 168 179

GREAT MIAMI RIVER BASIN

Flow regulated by Brookville Lake since January 1974. Low-flow statistics are calculated for the regulated period, 1974 to 1993.

31
32 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03276700 SOUTH HOGAN CREEK NEAR DILLSBORO, INDIANA

0.0 0.0 0.0 0.0 0.2 0.9 3.7 10

.0 .0 .0 .0 .0 .2 .6 3.0

.0 .0 .0 .0 .0 .0 .2 1.2

.0 .0 .0 .0 .0 .0 .0 .5

.0 .0 .0 .0 .0 .0 .0 .1

961

690

664

441

192

85

40

24

14

8.6

4.8

2.2

.71

.12

.01

.00

.00

.00

Lat 39°01’47”, long 85°02’17”, in SW1/4NW1/4 sec.7, T.4 N., R.2 W., Dearborn County, Hydrologic Unit

 05090203, on left downstream abutment of bridge on county road at Dillsboro Station, 1.2 mi northeast of

 Dillsboro, and 1.5 mi downstream from Whitaker Creek.

38.1 mi2.

July 1961 to September 1993 (discontinued).

43.3 ft3/s.

0.00 ft3/s.

1.1 1.6 2.2

.0 .0 .0

.0 .0 .0

.8 1.1 1.1

HOGAN CREEK BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 33

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03277000 LAUGHERY CREEK NEAR FARMERS RETREAT, INDIANA

0.3 0.3 0.5 0.6 1.0 2.9 17 39

.0 .0 .0 .0 .1 .4 3.4 16

.0 .0 .0 .0 .0 .1 1.1 9.1

.0 .0 .0 .0 .0 .0 .4 5.7

.0 .0 .0 .0 .0 .0 .1 3.2

5420

4090

3940

2670

1230

584

274

160

89

52

29

14

4.9

1.0

.24

.03

.01

.01

Lat 38°57’08”, long 85°04’15”, in NW1/4SE1/4 sec.2, T.4 N., R.3 W., Ohio County, on right bank 2.4 mi

southeast of Farmers Retreat, and 3.8 miles downstream from Bear Creek.

248 mi2.

October 1940 to September 1973 (discontinued).

272 ft3/s.

No flow at times most years.

8.2 12 19

.1 .2 .2

.0 .0 .0

1.2 1.2 1.9

LAUGHERY CREEK BASIN

Some regulation by mill upstream from station.
34 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03291780 INDIAN-KENTUCK CREEK NEAR CANAAN, INDIANA

0.0 0.0 0.0 0.0 0.2 1.0 4.3 9.6

.0 .0 .0 .0 .0 .2 1.4 4.7

.0 .0 .0 .0 .0 .0 .7 3.1

.0 .0 .0 .0 .0 .0 .4 2.2

.0 .0 .0 .0 .0 .0 .2 1.4

672

495

474

314

153

76

37

23

15

8.9

5.0

2.5

.81

.14

.01

.00

.00

.00

Lat 38°52’41”, long 85°15’26”, in SW1/4NW1/4 sec.13, T.5 N., R.11 E., Jefferson County, Hydrologic Unit

05140101, on downstream end of left pier of bridge on State Highway 62; 1,500 ft upstream from Wilson Fork, 2.0 mi northeast

of Canaan, and at mile 16.7.

27.5 mi2.

October 1969 to current year.

34.4 ft3/s.

0.00 ft3/s.

0.9 1.3 2.1

.0 .0 .0

.0 .0 .0

.9 1.1 1.3

INDIAN-KENTUCK CREEK BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 35

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03294000 SILVER CREEK NEAR SELLERSBURG, INDIANA

0.9 1.0 1.3 1.9 3.6 7.1 16 34

.1 .2 .2 .5 1.1 2.3 6.4 17

.0 .0 .1 .2 .3 .8 3.9 11

.0 .0 .0 .1 .2 .6 1.7 8.0

.0 .0 .0 .0 .2 .5 1.4 7.4

4180

3160

3020

1970

898

482

237

144

87

51

29

16

8.0

3.4

1.3

.45

.17

.10

Lat 38°22’15”, long 85°43’35”, in lot 68, Clark Military Grant, Clark County, Hydrologic Unit 05140101,

 on downstream side of Straws Mill bridge on Watson Road, 0.3 mi downstream from Pleasant Run, 2.4 mi southeast

 of Sellersburg, and 12.2 mi upstream from mouth.

189 mi2.

October 1954 to current year.

218 ft3/s.

0.00 ft3/s.

12 15 21

.3 .5 1.1

.0 .1 .2

2.9 3.6 4.6

SILVER CREEK BASIN

Some regulation by Deam Lake.
36 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03302220 BUCK CREEK NEAR NEW MIDDLETOWN, INDIANA

1.7 1.9 2.1 2.6 3.8 5.9 11 19

1.0 1.1 1.3 1.5 2.0 2.9 5.6 11

.8 .8 .9 1.0 1.4 1.9 3.9 8.0

.6 .7 .7 .8 1.0 1.4 2.9 6.4

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

1250

858

816

534

281

173

94

62

41

28

18

11

6.3

3.6

2.2

1.4

.88

.68

Lat 38°07’13”, long 86°05’16”, in SE1/4NE1/4 sec.32, T.4 S., R.4 E., Harrison County, Hydrologic Unit

 05140104, on right bank at downstream side of bridge on State Highway 337 (revised), 0.6 mi downstream from

 South Fork Buck Creek, 3.6 mi southwest of New Middletown, and 14.6 mi upstream from mouth.

65.2 mi2, of which 28.1 mi2 does not contribute directly to surface runoff.

October 1969 to current year.

76.3 ft3/s.

0.52 ft3/s.

7.2 8.8 11

1.2 1.3 1.6

.9 1.0 1.1

4.6 5.3 6.1

BUCK CREEK BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 37

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03302300 LITTLE INDIAN CREEK NEAR GALENA, INDIANA

0.1 0.1 0.1 0.2 0.3 0.6 2.3 4.2

.0 .0 .0 .0 .0 .2 .7 1.8

.0 .0 .0 .0 .0 .1 .3 1.1

.0 .0 .0 .0 .0 .0 .1 .4

.0 .0 .0 .0 .0 .0 .0 .2

504

351

320

192

88

47

25

16

10

6.2

3.6

1.9

.78

.26

.07

.01

.00

.00

Lat 38°19’19”, long 85°55’53”, in NE1/4SW1/4 sec.23, T.2 S., R.5 E., Floyd County, Hydrologic Unit

 05140104, on right bank at downstream side of county road bridge, 2 mi south of Galena, 3.6 mi upstream from

 mouth, and 7.0 mi northwest of New Albany.

16.1 mi2.

October 1968 to current year.

22.7 ft3/s.

0.00 ft3/s.

0.6 1.1 1.6

.0 .0 .0

.0 .0 .0

.5 .7 .8

INDIAN CREEK BASIN

None.
38 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03302500 INDIAN CREEK NEAR CORYDON, INDIANA

0.6 0.6 0.8 1.0 1.8 5.0 15 29

.0 .0 .1 .2 .4 1.3 5.0 14

.0 .0 .0 .0 .2 .6 2.6 9.2

.0 .0 .0 .0 .1 .4 1.5 6.7

.0 .0 .0 .0 .0 .2 .8 4.6

3160

2310

2150

1330

665

373

190

118

73

44

26

14

6.6

2.0

.71

.22

.01

.00

Lat 38°16’35”, long 86°06’35”, in SW1/4SE1/4 sec.6, T.3 S., R.4 E., Harrison County, Hydrologic Unit

 05140104, on upstream side of bridge on State Highway 335; 0.6 mi upstream from Raccoon Branch, 4.5 mi north of

 Corydon, and at mile 33.7.

129 mi2, of which 10.6 mi2 does not contribute directly to surface runoff.

October 1943 to September 1993 (discontinued).

166 ft3/s.

0.00 ft3/s.

11 13 17

.0 .1 .4

.0 .0 .1

2.3 2.7 4.0

INDIAN CREEK BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 39

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03302680 WEST FORK BLUE RIVER AT SALEM, INDIANA

0.1 0.1 0.2 0.3 0.5 1.3 3.7 7.0

.0 .0 .1 .1 .2 .4 1.4 3.6

.0 .0 .0 .1 .1 .2 .8 2.5

.0 .0 .0 .0 .1 .1 .6 1.8

.0 .0 .0 .0 .0 .1 .3 1.3

452

327

311

189

95

54

28

18

12

7.8

4.8

2.9

1.5

.50

.19

.09

.07

.05

Lat 38°36’19”, long 86°05’40”, in SW1/4SE1/4 sec.17, T.2 N., R.4 E., Washington County, Hydrologic Unit

 05140104, on left bank at downstream side of bridge on East Market Street, 0.35 mi east of County Courthouse

 in Salem, 6.0 mi upstream from Hoggatt Branch, and 6.9 mi upstream from mouth.

19.0 mi2.

July 1970 to current year.

24.4 ft3/s.

0.01 ft3/s.

1.0 1.2 1.7

.0 .0 .1

.0 .0 .1

1.1 1.3 1.5

BLUE RIVER BASIN

None.
40 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03302800 BLUE RIVER AT FREDERICKSBURG, INDIANA

8.4 9.0 10 12 15 26 51 83

5.1 5.4 6.0 6.9 8.9 13 27 47

3.0 3.2 3.4 4.3 5.4 9.3 24 31

2.6 2.8 3.1 3.8 5.1 7.1 13 26

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

4910

3810

3620

2270

1210

737

399

259

177

116

75

48

29

16

11

7.2

5.7

4.6

Lat 38°26’02”, long 86°11’31”, in NE1/4NW1/4 sec.16, T.1 S., R.3 E., Washington County, Hydrologic Unit

 05140104, on downstream side of bridge on U.S. Highway 150 at Fredericksburg, 0.5 mi downstream from South

 Fork Blue River, and at mile 57.1.

283 mi2, of which 76.9 mi2 does not contribute directly to surface runoff.

June 1968 to current year.

320 ft3/s.

2.5 ft3/s.

33 36 43

5.2 6.0 7.8

4.3 4.8 5.8

16 18 18

BLUE RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03302849 WHISKEY RUN AT MARENGO, INDIANA

-- -- 0.0 -- -- -- -- --

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

-- -- .0 -- -- -- -- --

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

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

Lat 38°22’32”, long 86°20’41”, in SW1/4NW1/4 sec 6, T.2S., R.2E., Crawford County, Hydrologic Unit

05140104, on left (north) bank about 100 ft upstream from bridge and intersection of North Main Street and North Water Street

in Marengo, known as Old Town.

7.02 mi2.

October 1986 to 1993.

5.27 ft3/s.

0.00 ft3/s.

BLUE RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 26

10 11

15 6.7

20 4.5

25 3.3

30 2.5

35 1.6

40 .98

45 .54

50 .30

55 .23

60 .19

65 .15

70 .10

75 .04

80 .02

85 .01

90 .01
42 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03303000 BLUE RIVER NEAR WHITE CLOUD, INDIANA

25 26 28 31 38 56 99 156

16 17 18 19 23 31 52 87

13 13 14 15 19 24 37 63

11 11 12 13 16 19 28 48

8.9 9.3 10 11 13 16 20 35

9230

7130

6780

4470

2420

1470

819

542

372

253

164

107

67

37

27

20

16

14

Lat 38°14’15”, long 86°13’42”, in NW1/4SE1/4 sec.19, T.3 S., R.3 E., Harrison County, Hydrologic Unit

05140104, on left bank 400 ft downstream from Spring Creek, 600 ft upstream from bridge on Interstate 64, 0.2 mi upstream

from bridge on State Highway 62, 0.8 mi north of White Cloud, and at mile 14.7.

476 mi2, of which 192 mi2 does not contribute directly to surface runoff.

April 1931 to current year.

642 ft3/s.

9.6 ft3/s.

92 101 127

23 25 29

13 14 15

29 33 40

BLUE RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 43

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03303300 MIDDLE FORK ANDERSON RIVER AT BRISTOW, INDIANA

0.0 0.0 0.0 0.0 0.2 1.0 4.2 8.8

.0 .0 .0 .0 .0 .1 1.1 3.7

.0 .0 .0 .0 .0 .0 .3 1.7

.0 .0 .0 .0 .0 .0 .1 1.1

.0 .0 .0 .0 .0 .0 .1 .8

752

640

612

474

291

142

67

40

25

15

8.2

4.0

1.5

.23

.01

.00

.00

.00

Lat 38°08’19”, long 86°43’16”, in NW1/4SE1/4 sec.27, T.4 S., R.3 W., Perry County, Hydrologic Unit

05140201, on left bank at downstream side of bridge on State Highway 145 at Bristow, 2.0 mi downstream from Coon Branch,

5.8 mi upstream from Sulphur Fork Creek, and at mile 14.1.

39.8 mi2.

August 1961 to current year.

56.2 ft3/s.

0.00 ft3/s.

2.3 3.0 4.4

.0 .0 .0

.0 .0 .0

.4 .5 1.2

ANDERSON RIVER BASIN

Flow regulated by U.S. Forest Service and Middle Fork Anderson River Conservancy District control structures beginning June 1967.
44 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03303400 CROOKED CREEK NEAR SANTA CLAUS, INDIANA

0.0 0.0 0.0 0.0 0.0 0.2 1.0 2.0

.0 .0 .0 .0 .0 .0 .2 .7

.0 .0 .0 .0 .0 .0 .1 .4

.0 .0 .0 .0 .0 .0 .0 .2

.0 .0 .0 .0 .0 .0 .0 .1

239

179

167

106

47

22

10

5.4

3.1

1.7

.81

.33

.09

.01

.00

.00

.00

.00

Lat 38°07’05”, long 86°53’24”, in SW1/4SE1/4 sec.31, T.4 S., R.4 W., Spencer County, Hydrologic Unit

 05140201, on right bank at upstream side of bridge on county road, 1.3 mi east of Santa Claus Post Office, and

 1.8 mi upstream from unnamed right-bank tributary.

7.86 mi2.

October 1969 to current year.

10.7 ft3/s.

0.00 ft3/s.

0.1 0.2 0.3

.0 .0 .0

.0 .0 .0

.0 .0 .1

CROOKED CREEK BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03322011 PIGEON CREEK NEAR FORT BRANCH, INDIANA

-- -- 1.2 -- -- -- -- --

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

-- -- .7 -- -- -- -- --

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

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

Lat 38°15’08”, long 87°31’11”, in NW1/4SW1/4 sec.15, T.3 S., R.10 W., Gibson County, Hydrologic Unit

05140202, on right bank 20 ft downstream from bridge on State Highway 168, 1.1 mi upstream from West Fork Pigeon Creek

and 2.6 mi east of intersection of U.S. Highway 41 at Fort Branch.

35.4 mi2.

October 1986 to current year.

35.1 ft3/s.

0.28 ft3/s.

PIGEON CREEK BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 168

10 52

15 30

20 21

25 16

30 14

35 11

40 8.6

45 7.1

50 6.0

55 5.1

60 4.3

65 3.5

70 2.8

75 2.3

80 1.8

85 1.5

90 1.2
46 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03322500 WABASH RIVER NEAR NEW CORYDON, INDIANA

4.9 5.4 5.9 6.3 7.3 10 19 35

2.7 3.0 3.3 3.8 4.8 6.1 9.0 16

1.9 2.1 2.3 3.0 4.1 4.9 6.4 10

.9 1.1 1.2 1.8 3.5 4.3 5.8 7.7

.7 .8 .9 1.6 3.1 3.8 4.7 5.8

3110

2480

2360

1720

910

478

259

146

82

47

27

16

11

7.3

5.7

4.3

3.6

3.0

Lat 40°33’50”, long 84°48’10”, in NE1/4SE1/4 sec. 3, T.24 N., R.15 E., Jay County, Hydrologic Unit 05120101,

on left bank 10 ft downstream from county bridge on Indiana-Ohio State line road, 2 mi east of New Corydon, 2.8 mi downstream from Beaver Creek, and at mile 466.0.

262 mi2.

April 1951 to September 1988 (discontinued).

200 ft3/s.

0.80 ft3/s.

10 12 14

4.4 5.0 5.7

2.7 3.0 3.7

3.5 3.8 4.6

WABASH RIVER BASIN

Occasional regulation by Grand Lake, diversion from or into St. Marys River Basin, and into Miami and Erie Canals.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 47

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03322900 WABASH RIVER AT LINN GROVE, INDIANA

9.6 9.8 11 11 13 21 44 88

6.2 6.3 6.7 7.2 7.8 10 18 36

5.1 5.3 5.6 6.1 6.7 7.5 12 22

4.5 4.7 5.0 5.5 6.1 6.2 11 15

4.1 4.2 4.4 5.0 5.7 5.7 8.7 9.2

4650

3860

3710

2860

1880

1150

508

297

192

118

68

38

21

12

8.9

7.0

6.2

5.7

Lat 40°39’22”, long 85°01’58”, in SE1/4SE1/4 sec.34, T.26 N., R.13 E., Adams County, Hydrologic Unit

05120101, on right bank 10 ft downstream from bridge on State Highway 218; 800 ft downstream from Shoemaker

Ditch, 0.8 mi north of Linn Grove, and 2.2 mi upstream from Rice Ditch.

453 mi2.

September 1964 to current year.

394 ft3/s.

4.3 ft3/s.

23 25 29

6.7 7.2 7.8

5.6 6.0 6.1

11 12 13

WABASH RIVER BASIN

Occasional regulation by Grand Lake, diversion from or into St. Marys River Basin, and into Miami and Erie Canals.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03323000 WABASH RIVER AT BLUFFTON, INDIANA

8.2 8.5 9.1 10 12 18 33 56

5.6 5.8 6.2 6.7 7.8 10 16 26

4.6 4.8 5.1 5.6 6.5 7.9 11 17

4.0 4.1 4.4 4.9 5.8 6.6 8.1 13

3.4 3.5 3.8 4.2 5.1 5.5 5.9 9.1

5050

4270

4090

3250

2080

1180

433

233

130

77

47

28

18

12

8.8

7.0

6.3

5.5

Lat 40°44’30”, long 85°10’19”, in NW1/4NE1/4 sec.4, T.26 N., R.12 E., Wells County, Hydrologic Unit

 05120101, on downstream side of left abutment of Main Street (State Highway 1) bridge in Bluffton, 2 mi

 downstream from Sixmile Creek, and at mile 434.5.

532 mi2.

October 1930 to September 1971 (discharge). October 1987 to current year (stage only).

387 ft3/s.

4.0 ft3/s.

20 25 30

6.5 7.0 7.9

5.0 5.3 5.7

7.5 7.8 9.3

WABASH RIVER BASIN

Occasional regulation by Grand Lake, diversion from or into St. Marys River Basin, and into Miami and Erie Canals.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03323500 WABASH RIVER AT HUNTINGTON, INDIANA

20 22 27 32 40 73 114 180

10 15 18 21 25 40 61 97

6.6 13 16 17 21 30 46 71

3.0 12 14 15 18 25 37 55

.0 11 13 13 16 20 29 42

4890

4640

4580

3970

3060

2070

957

484

301

209

140

95

68

37

26

21

17

15

Lat 40°51’20”, long 85°29’53”, in SW1/4NE1/4 sec.27, T.28 N., R.9 E., Huntington County, Hydrologic Unit

05120101, on right bank at the Huntington Water and Light Plant, 2 mi south of Huntington, 2.4 mi downstream

from Huntington Lake, 3.2 mi upstream from Little River, and at mile 409.0.

721 mi2.

January 1951 to current year.

609 ft3/s.

0.00 ft3/s.

19 21 28

15 18 21

16 21 25

33 35 39

WABASH RIVER BASIN

Flow regulated by Huntington Lake. Low-flow statistics are calculated for the regulated period, 1969 to 1993. Daily discharge computed from relation among discharge, head, and gate openings for Huntington Lake beginning Oct. 1, 1974.

49
50 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03324000 LITTLE RIVER NEAR HUNTINGTON, INDIANA

11 11 12 13 15 20 36 58

5.5 5.9 6.5 7.3 8.7 11 17 27

3.6 3.9 4.4 5.2 6.3 7.9 12 17

2.4 2.7 3.2 3.8 4.8 6.2 8.4 11

1.5 1.7 2.1 2.7 3.5 4.8 5.7 6.9

3220

2770

2660

2070

1180

598

253

145

96

67

46

31

22

14

9.3

6.9

5.7

4.7

Lat 40°54’14”, long 85°24’22”, in NE1/4NW1/4 sec.9, T.28 N., R.10 E., Huntington County, Hydrologic Unit

 05120101, on right bank on upstream side of former highway bridge, 5 mi east of Huntington, and at mile 7.5.

263 mi2.

October 1943 to current year. Prior to January 1944, monthly discharge only.

236 ft3/s.

1.1 ft3/s.

25 28 33

6.1 7.0 8.8

3.9 4.4 5.0

9.9 11 13

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 51

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03324200 SALAMONIE RIVER AT PORTLAND, INDIANA

1.3 1.6 1.9 2.3 2.6 3.8 7.1 14

.8 1.0 1.2 1.5 1.7 2.0 3.1 5.7

.6 .8 1.0 1.2 1.4 1.6 2.2 3.7

.5 .6 .8 1.1 1.2 1.3 1.7 2.6

.4 .5 .7 .9 1.1 1.1 1.3 1.8

1620

1260

1200

817

356

156

61

32

20

13

8.1

5.3

3.5

2.3

1.8

1.4

1.2

.95

Lat 40°25’40”, long 85°02’20”, in NE1/4SE1/4 sec.23, T.23 N., R.13 E., Jay County, Hydrologic Unit

 05120102, on right bank at downstream side of county road bridge, 2.3 mi downstream from Butternut Creek,

 3.2 mi west of Portland, 3.7 mi downstream from Little Salamonie River, and at mile 70.5.

85.6 mi2.

September 1959 to current year.

75.3 ft3/s.

0.40 ft3/s.

3.8 4.5 5.1

1.1 1.4 1.7

.8 1.1 1.3

2.0 2.2 2.5

WABASH RIVER BASIN

Natural flow partially affected by sewage effluent.
52 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03324300 SALAMONIE RIVER NEAR WARREN, INDIANA

12 13 15 17 20 28 53 91

7.8 8.4 9.5 11 12 15 24 39

6.3 6.8 7.6 8.5 9.5 11 16 24

5.4 5.8 6.4 7.1 7.9 9.4 12 16

4.5 4.9 5.3 5.8 6.5 7.7 8.5 10

5950

4940

4780

3630

2130

985

385

209

135

94

67

48

30

18

13

10

8.5

7.2

Lat 40°42’45”, long 85°27’13”, in SE1/4SE1/4 sec.12, T.26 N., R.9 E., Huntington County, Hydrologic Unit

 05120102, on right bank at downstream side of bridge on County Road 800 South, 0.4 mi downstream from Detamore

 Ditch, 0.4 mi downstream from Interstate 69; 0.8 mi upstream from concrete and stone dam, 2.4 mi northwest of

 Warren, and at mile 30.0.

425 mi2.

March 1957 to current year.

396 ft3/s.

5.1 ft3/s.

30 39 45

9.1 10 12

7.5 8.4 9.1

14 15 17

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03324500 SALAMONIE RIVER AT DORA, INDIANA

21 22 23 24 30 68 185 255

9.8 16 17 18 20 33 86 156

4.8 13 14 15 17 23 54 119

2.3 11 11 13 15 17 36 95

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

5180

4580

4490

3590

2530

1560

766

488

353

229

140

89

45

28

24

17

15

12

Lat 40°48’42”, long 85°41’02”, in NE1/4NE1/4 sec.12, T.27 N., R.7 E., Wabash County, Hydrologic Unit

05120102, on right bank, 0.4 mi downstream from Salamonie Lake, 1.5 mi northwest of Dora, and 3.0 mi upstream

from mouth.

557 mi2.

November 1923 to current year.

517 ft3/s.

0.70 ft3/s.

14 14 17

15 16 18

15 17 21

32 45 57

WABASH RIVER BASIN

Flow regulated by Salamonie Lake since April 1967. Low-flow statistics are calculated for the regulated period 1967 to 1993 and include periods of extreme regulation.

53
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03325000 WABASH RIVER AT WABASH, INDIANA

85 90 101 120 150 265 453 652

63 66 71 77 91 143 255 400

55 57 61 62 72 104 190 308

47 48 53 53 61 80 120 195

40 41 48 48 52 60 95 165

9340

8440

8340

7350

5970

4820

3200

1720

1030

715

545

416

278

157

105

80

71

63

Lat 40°47’25”, long 85°49’13”, in SE1/4NW1/4 sec.14, T.27 N., R.6 E., Wabash County, Hydrologic Unit

05120101, on right bank on upstream side of Wabash Street bridge in Wabash, 7.1 mi downstream from Salamonie

River, and at mile 387.2.

1,768 mi2.

August 1923 to current year.

1,822 ft3/s.

48 ft3/s.

131 139 156

61 66 70

61 81 109

143 152 159

WABASH RIVER BASIN

Flow regulated by Huntington Lake and Salamonie Lake. Low-flow statistics are calculated for the regulated period, 1969 to 1993.

54
Low-Flow Characteristics for Continuous-Record Stations in Indiana 55

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03325311 LITTLE MISSISSINEWA RIVER AT UNION CITY, INDIANA

0.0 0.1 0.1 0.1 0.1 0.2 0.9 2.2

.0 .0 .0 .0 .0 .0 .2 .7

.0 .0 .0 .0 .0 .0 .1 .3

.0 .0 .0 .0 .0 .0 .0 .2

.0 .0 .0 .0 .0 .0 .0 .1

136

111

107

83

49

28

12

6.5

4.3

2.9

2.0

1.2

.40

.08

.03

.00

.00

.00

Lat 40°11’46”, long 84°49’45”, in SE1/4SE1/4 sec.26, T.18 N., R.1 W., Randolph County, Hydrologic Unit

05120103, on right bank 85 ft downstream from Westinghouse Road, 0.5 mi downstream from Little Ditch, 0.8 mi upstream

from City Drain, and 1.2 mi west of the Post Office in Union City.

9.67 mi2.

October 1982 to current year.

10.0 ft3/s.

0.00 ft3/s.

0.6 0.7 0.8

.0 .0 .0

.0 .0 .0

.3 .4 .4

WABASH RIVER BASIN

None.
56 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03325500 MISSISSINEWA RIVER NEAR RIDGEVILLE, INDIANA

2.9 3.2 3.5 3.8 4.4 6.2 12 24

1.4 1.6 1.8 2.0 2.4 3.1 5.2 10

1.0 1.1 1.2 1.5 1.8 2.3 3.6 4.9

.7 .8 .9 1.1 1.5 1.9 2.8 4.1

.3 .3 .3 .5 .9 1.6 2.5 4.0

2530

1930

1830

1250

591

282

125

71

46

30

20

12

6.8

3.9

2.7

1.9

1.5

1.2

Lat 40°16’49”, long 84°59’44”, in SE1/4SE1/4 sec.7, T.21 N., R.14 E., Randolph County, Hydrologic Unit

05120103, on right bank 30 ft downstream from county road bridge, 0.8 mi downstream from Mud Creek, 2 mi east of

Ridgeville, and at mile 99.5.

133 mi2.

August 1946 to current year.

131 ft3/s.

0.10 ft3/s.

12 13 15

1.8 2.0 2.4

1.1 1.3 1.6

2.8 3.2 4.2

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 57

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03326000 MISSISSINEWA RIVER NEAR EATON, INDIANA

5.6 5.9 6.6 7.3 8.9 12 23 44

3.2 3.3 3.8 4.3 5.0 6.4 10 20

2.4 2.6 2.9 3.3 3.7 4.9 7.1 13

2.0 2.1 2.3 2.7 3.0 4.1 5.3 9.1

1.6 1.7 1.9 2.1 2.3 3.4 3.9 6.2

4690

3770

3590

2480

1320

592

253

138

86

59

39

25

15

9.1

6.5

4.8

3.6

2.9

Lat 40°19’08”, long 85°19’10”, in NW1/4NE1/4 sec.31, T.22 N., R.11 E., Delaware County, on right bank at

downstream side of bridge, 1.5 miles upstream from Estey Creek, and 2.5 miles southeast of Eaton.

310 mi2.

March 1952 to September 1971 (discontinued).

266 ft3/s.

2.0 ft3/s.

30 32 35

4.5 5.0 5.8

2.6 3.0 3.3

8.8 10 13

WABASH RIVER BASIN

None.
58 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03326070 BIG LICK CREEK NEAR HARTFORD CITY, INDIANA

0.8 0.9 1.0 1.2 1.5 2.3 4.1 7.5

.5 .5 .6 .8 .9 1.1 1.8 3.4

.4 .4 .5 .6 .7 .8 1.2 2.2

.3 .3 .4 .5 .6 .6 .9 1.6

.2 .2 .3 .4 .5 .5 .6 1.1

501

414

395

272

140

69

27

15

9.2

6.1

4.4

3.2

2.2

1.3

.89

.66

.55

.46

Lat 40°25’20”, long 85°21’04”, in SE1/4SE1/4 sec.23, T.23 N., R.10 E., Blackford County, Hydrologic Unit

 05120103, on right bank 6 ft downstream from bridge on County Road 100 East, and 2.0 mi southeast of Hartford

 City.

29.2 mi2.

July 1971 to current year.

28.9 ft3/s.

0.19 ft3/s.

1.8 2.2 2.6

.6 .7 .9

.4 .5 .6

1.1 1.3 1.5

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03326500 MISSISSINEWA RIVER AT MARION, INDIANA

18 30 38 43 50 64 101 153

9.0 16 24 30 34 40 55 80

6.2 11 19 25 29 33 42 58

4.5 7.8 15 21 26 29 34 45

3.2 5.1 12 18 23 25 27 35

9370

7390

7100

5040

2850

1520

688

415

286

200

140

98

68

48

38

29

24

19

Lat 40°34’34”, long 85°39’34”, in SE1/4NE1/4 sec.31, T.25 N., R.8 E., Grant County, Hydrologic Unit

 05120103, on left bank 12 ft downstream from Highland Avenue bridge in Marion, 0.1 mi downstream from old mill

 dam, 1.0 mi upstream from Hummel Creek, 4.6 mi downstream from Lugar Creek, and at mile 35.8.

682 mi2.

September 1923 to current year.

632 ft3/s.

3.4 ft3/s.

69 85 96

18 26 32

13 21 26

40 42 46

WABASH RIVER BASIN

Flow periodically regulated by dam 0.1 mile above station.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03327000 MISSISSINEWA RIVER AT PEORIA, INDIANA

34 34 38 47 82 150 270 373

17 23 25 27 32 77 150 219

7.6 18 18 18 16 54 108 163

.0 .0 .0 .0 4.5 40 80 126

.0 .0 .0 .0 .0 28 57 94

5790

5420

5320

4620

3450

2120

1100

679

491

367

265

186

123

68

44

30

23

5.0

Lat 40°43’24”, long 85°57’27”, in SW1/4SW1/4 sec.3, T.26 N., R.5 E., Miami County, Hydrologic Unit

05120103, on right bank at Peoria, 0.6 mi downstream from Mississinewa Lake, 6.5 mi southeast of Peru, and 6.7 mi

upstream from mouth.

808 mi2.

October 1952 to current year.

738 ft3/s.

0.00 ft3/s.

23 24 26

33 39 44

26 26 35

58 72 98

WABASH RIVER BASIN

Flow regulated by Mississinewa Lake since April 1968. Low-flow statistics are calculated for the regulated period, 1968 to 1993. Records of daily discharge provided by U.S. Army Corps of Engineers beginning Oct. 1, 1976.

60
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03327500 WABASH RIVER AT PERU, INDIANA

204 210 226 267 325 503 808 1120

145 151 166 185 212 291 486 714

122 128 145 157 176 223 379 568

106 112 131 138 153 181 311 471

91 97 118 121 134 144 251 382

13600

12600

12400

11000

9110

7270

4680

2800

1770

1300

980

734

519

329

238

186

164

145

Lat 40°44’35”, long 86°05’45”, in SE1/4NE1/4 sec.32, T.27 N., R.4 E., Miami County, Hydrologic Unit

05120101, on right bank at upstream side of bridge on U.S. Highway 31; 0.5 mi southwest of Peru, 4.4 mi

downstream from Mississinewa River, and at mile 370.5.

2,686 mi2.

August 1943 to current year.

2,443 ft3/s.

72 ft3/s.

248 259 287

137 159 174

143 170 231

277 293 307

 WABASH RIVER BASIN

Flow regulated by Huntington Lake, Salamonie Lake and Mississinewa Lake. Low-flow statistics are calculated for the regulated period, 1969 to 1993.

61
62 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03327520 PIPE CREEK NEAR BUNKER HILL, INDIANA

8.4 8.7 9.1 10 12 17 28 46

5.6 5.8 6.1 6.6 7.5 8.9 14 25

4.5 4.6 4.9 5.3 5.9 6.6 9.8 17

3.7 3.8 4.1 4.4 4.9 5.3 7.4 13

3.0 3.1 3.3 3.6 4.0 4.2 5.5 9.2

1970

1570

1510

1150

664

375

182

114

79

58

43

30

19

12

8.4

6.2

4.9

4.1

Lat 40°40’06”, long 86°05’44”, in NE1/4SE1/4 sec.29, T.26 N., R.4 E., Miami County, Hydrologic Unit

 05120101, on right bank 150 ft downstream from bridge on County Road 125 West, 0.5 mi northeast of Bunker Hill,

 and at mile 11.4.

159 mi2.

May 1968 to current year.

153 ft3/s.

3.3 ft3/s.

26 27 31

5.8 6.7 7.8

5.0 5.4 5.8

11 12 13

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 63

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03328000 EEL RIVER AT NORTH MANCHESTER, INDIANA

54 56 59 62 69 81 104 138

37 41 44 47 52 59 71 90

29 34 37 40 44 50 59 72

24 29 32 35 39 44 51 60

18 24 27 30 34 38 44 49

3590

2980

2910

2330

1520

905

480

315

230

174

134

105

82

65

55

45

39

35

Lat 40°59’55”, long 85°45’50”, in NE1/4NE1/4 sec.5, T.29 N., R.7 E., Wabash County, Hydrologic Unit

 05120104, on right bank 200 ft downstream from Main Street bridge in North Manchester, 1.3 mi upstream from

 Pony Creek, and at mile 52.7.

417 mi2, includes that of Pony Creek.

October 1929 to current year. Prior to April 1930, monthly discharge only.

376 ft3/s.

16 ft3/s.

82 90 105

39 42 45

37 40 44

51 54 58

WABASH RIVER BASIN

Records include flow of Pony Creek.
64 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03328430 WEESAU CREEK NEAR DEEDSVILLE, INDIANA

0.7 0.7 0.8 0.8 1.0 1.3 2.2 3.3

.5 .5 .5 .5 .6 .7 1.1 1.8

.4 .4 .4 .4 .5 .6 .8 1.3

.3 .3 .3 .4 .4 .5 .6 1.0

.2 .2 .3 .3 .3 .4 .5 .8

131

107

101

74

46

26

14

8.6

6.1

4.6

3.3

2.3

1.5

1.0

.78

.55

.42

.33

Lat 40°54’34”, long 86°07’36”, in NW1/4NW1/4 sec.6, T.28 N., R.4 E., Miami County, Hydrologic Unit

 05120104, on left bank 100 ft downstream from bridge on County Road 1000 North, and 1.5 mi west of Deedsville.

8.87 mi2.

October 1970 to current year.

10.8 ft3/s.

0.26 ft3/s.

2.0 2.1 2.4

.6 .6 .6

.4 .4 .5

.8 .8 .9

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 65

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03328500 EEL RIVER NEAR LOGANSPORT, INDIANA

138 141 145 152 166 188 245 321

108 111 114 118 128 138 166 209

94 97 100 104 113 119 136 167

83 87 90 94 102 106 115 138

72 76 79 85 92 94 96 111

6750

5740

5560

4250

2830

1770

1000

683

516

403

312

244

194

151

127

112

102

95

Lat 40°46’55”, long 86°l5’50”, in NE1/4SE1/4 sec.14, T.27 N., R.2 E., Cass County, Hydrologic Unit

 05120104, on right bank at downstream side of bridge on Adamsboro Road, 5.5 mi northeast of Logansport, and 7.4

 mi upstream from mouth.

789 mi2.

July 1943 to current year.

765 ft3/s.

70 ft3/s.

202 225 259

115 119 125

103 105 107

118 122 131

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03329000 WABASH RIVER AT LOGANSPORT, INDIANA

413 425 459 519 593 824 1170 1610

315 321 341 376 412 531 761 1060

272 278 294 320 351 430 623 861

241 247 260 280 312 364 535 724

211 218 228 243 277 305 456 597

20800

18500

18200

15600

12600

9830

6570

3990

2550

1840

1440

1150

893

638

477

373

330

302

Lat 40°44’47”, long 86°22’39”, in SW1/4NE1/4 sec.35, T.27 N., R.1 E., Cass County, Hydrologic Unit

05120105, on left bank 150 ft downstream from Cicott Street bridge in Logansport, 1,000 ft downstream from Eel

River, and at mile 353.7.

3,779 mi2.

May 1923 to current year.

3,388 ft3/s.

135 ft3/s.

600 619 668

298 319 348

303 342 433

504 515 538

WABASH RIVER BASIN

Flow partially regulated by Huntington Lake, Salamonie Lake, and Mississinewa Lake. Low-flow statistics are calculated for the regulated period, 1969 to 1993.

66
Low-Flow Characteristics for Continuous-Record Stations in Indiana 67

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03329400 RATTLESNAKE CREEK NEAR PATTON, INDIANA

0.4 0.4 0.4 0.5 0.6 0.8 1.3 2.3

.2 .2 .2 .2 .2 .3 .6 1.0

.1 .1 .1 .1 .1 .2 .4 .6

.1 .1 .1 .1 .1 .1 .3 .4

.0 .0 .0 .0 .0 .1 .2 .3

81

67

64

47

28

17

8.6

5.9

4.2

3.1

2.2

1.6

1.0

.55

.33

.18

.11

.08

Lat 40°42’46”, long 86°4l’49”, in NW1/4SW1/4 sec.7, T.26 N., R.2 W., Carroll County, Hydrologic Unit

 05120105, on left bank 5 ft downstream from bridge on County Road 900 West, and 2.5 mi northeast of Patton.

6.83 mi2.

October 1968 to September 1993 (discontinued).

7.0 ft3/s.

0.06 ft3/s.

1.3 1.4 1.6

.2 .2 .2

.1 .1 .2

.4 .4 .4

WABASH RIVER BASIN

None.
68 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03329500 WABASH RIVER AT DELPHI, INDIANA

344 353 366 386 437 528 741 992

246 253 261 272 298 334 434 576

206 211 218 225 244 264 331 433

177 182 186 192 206 219 266 343

149 153 156 160 171 177 209 263

35500

30400

29300

22100

13800

8650

4390

2730

1910

1410

1020

753

552

409

332

272

227

193

Lat 40°35’26”, long 86°4l’54”, in SE1/4SE1/4 sec.24, T.25 N., R.3 W., Carroll County, on downstream side of

second pier from left abutment of highway bridge, 1 mi west of Delphi, 1.6 mi upstream from Deer Creek, 8.6 mi upstream from

Tippecanoe River, and at mile 330.8.

4,072 mi2.

October 1939 to September 1971 (discontinued).

3,324 ft3/s.

158 ft3/s.

595 665 781

269 286 307

215 220 227

309 323 353

WABASH RIVER BASIN

Flow partially regulated by Huntington Reservoir, Salamonie Reservoir, and Mississinewa Reservoir.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 69

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03329700 DEER CREEK NEAR DELPHI, INDIANA

22 22 23 25 29 35 54 75

14 14 15 16 18 22 30 41

11 11 12 12 14 17 22 30

8.9 8.9 9.2 9.7 12 14 19 23

6.8 6.8 7.1 7.4 9.1 11 18 21

3060

2420

2330

1710

971

572

311

204

143

104

77

55

40

28

21

16

13

11

Lat 40°35’25”, long 86°37’l5”, in NE1/4NE1/4 sec.27, T.25 N., R.2 W., Carroll County, Hydrologic Unit

 05120105, on downstream side of left wingwall of county road bridge, 2.6 mi northeast of Delphi Post Office,

 and 4.8 mi upstream from mouth.

274 mi2.

October 1943 to current year.

250 ft3/s.

6.2 ft3/s.

48 54 59

15 16 18

11 12 12

24 25 28

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03330241 TIPPECANOE RIVER AT NORTH WEBSTER, INDIANA

-- -- 3.6 -- -- -- -- --

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

-- -- .8 -- -- -- -- --

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

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

Lat 41°18’58”, long 85°41’32”, in SE1/4NE1/4 sec.15, T.33 N., R.7 E., Kosciusko County, Hydrologic Unit

05120106, on right upstream corner of State Road 13 bridge, at the intersection of State Road 13 and County

Road 550 North, and 0.4 mi southeast of North Webster.

49.3 mi2.

May 1986 to current year.

50.7 ft3/s.

0.06 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed. Flow regulated at times by dams at Webster Lake, 0.25 mi upstream.

5 150

10 117

15 96

20 80

25 71

30 62

35 54

40 46

45 40

50 34

55 29

60 25

65 21

70 19

75 16

80 13

85 10

90 7.7
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03330500 TIPPECANOE RIVER AT OSWEGO, INDIANA

8.9 9.9 11 14 19 26 32 46

2.8 3.3 4.0 5.5 8.0 11 18 28

1.3 1.5 2.2 3.0 4.3 5.9 14 21

.8 1.4 1.6 2.4 3.5 4.4 10 16

.1 .1 .3 .3 .4 .4 7.8 12

565

495

483

391

298

238

170

131

101

77

57

40

27

16

9.7

5.3

3.4

1.8

Lat 41°19’14”, long 85°47’21”, in NE1/4NE1/4 sec.14, T.33 N., R.6 E., Kosciusko County, Hydrologic Unit

05120106, on left bank 25 ft downstream from dam at Tippecanoe Lake Outlet in Oswego, 3 mi east of Leesburg, and at mile

158.9.

113 mi2.

October 1949 to current year.

106 ft3/s.

0.08 ft3/s.

12 18 29

2.7 3.8 5.5

2.2 2.7 3.4

16 20 22

WABASH RIVER BASIN

Periodic regulation by gates at Tippecanoe Lake outlet.

71
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03331110 WALNUT CREEK NEAR WARSAW, INDIANA

1.1 1.2 1.2 1.4 1.7 2.4 3.8 6.1

.6 .7 .7 .8 1.0 1.3 2.0 3.4

.5 .5 .6 .6 .8 1.0 1.4 2.4

.4 .4 .4 .5 .7 .8 1.1 1.8

.3 .3 .3 .4 .5 .6 .8 1.3

154

116

110

86

61

43

28

20

15

11

7.5

4.9

3.0

1.8

1.2

.86

.75

.63

Lat 41°12’17”, long 85°52’11”, in NW1/4NE1/4 sec.30, T.32 N., R.6 E., Kosciusko County, Hydrologic Unit

05120106, on left bank 10 ft upstream from bridge on County Road 200 South, 0.3 mile downstream from small right-bank

tributary, and 2.5 miles south of Court House in Warsaw.

19.6 mi2.

October 1969 to current year.

18.1 ft3/s.

0.40 ft3/s.

3.2 3.7 4.9

.8 .8 1.0

.5 .6 .6

2.1 2.2 2.4

WABASH RIVER BASIN

Flow occasionally regulated by lakes upstream.

72
Low-Flow Characteristics for Continuous-Record Stations in Indiana 73

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03331500 TIPPECANOE RIVER NEAR ORA, INDIANA

188 191 196 202 220 246 313 401

146 148 151 155 167 180 219 276

127 128 132 137 146 156 185 229

113 114 118 124 132 140 162 197

99 100 104 112 118 125 141 168

5040

4250

4130

3360

2410

1810

1290

969

754

596

465

365

283

212

176

151

138

131

Lat 41°09’26”, long 86°33’49”, in SE1/4SE1/4 sec.6, T.31 N., R.1 W., Pulaski County, Hydrologic Unit

 05120106, on right bank at downstream side of bridge on County Road 700 East, 1.0 mi upstream from Bartee

 Ditch, 1.3 mi southwest of Ora, and at mile 78.5.

856 mi2.

September 1943 to current year.

858 ft3/s.

87 ft3/s.

312 342 373

152 157 166

127 131 135

195 202 215

WABASH RIVER BASIN

None.
74 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03332300 LITTLE INDIAN CREEK NEAR ROYAL CENTER, INDIANA

2.2 2.3 2.5 2.8 3.8 4.6 6.9 9.6

1.1 1.2 1.3 1.5 2.1 2.4 3.1 5.1

.8 .8 .8 1.1 1.5 1.6 2.0 3.6

.5 .6 .6 .8 1.1 1.1 1.3 2.8

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

299

249

237

183

109

66

39

27

20

15

11

7.5

5.0

3.3

2.1

1.3

.84

.77

Lat 40°52’53”, long 86°35’26”, in NE1/4NW1/4 sec.13, T.28 N., R.2 W., White County, Hydrologic Unit

05120106, on right bank at downstream side of county road bridge, 2.9 mi upstream from mouth, 3.2 mi downstream from

Fredericks ditch, and 4.8 mi northwest of Royal Center Post Office.

35.0 mi2.

July 1959 to September 1973 (discontinued).

28.7 ft3/s.

0.50 ft3/s.

4.1 5.6 7.0

1.5 1.7 2.0

1.2 1.3 1.3

1.1 1.2 1.7

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 75

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03332400 BIG MONON CREEK NEAR FRANCESVILLE, INDIANA

17 18 19 21 24 29 45 58

11 11 12 14 16 19 25 35

9.1 9.5 9.8 11 13 15 19 27

7.9 8.2 8.4 9.3 11 13 15 22

6.9 7.1 7.1 7.8 9.8 12 14 17

1300

1100

1060

748

464

308

200

144

109

88

69

51

36

23

18

15

13

12

Lat 40°59’03”, long 86°51’43”, in NW1/4NE1/4 sec.10, T.29 N., R.4 W., Pulaski County, Hydrologic Unit

05120106, on right bank at downstream side of county road bridge, 1.1 mi east of Francesville, 1.6 mi downstream from rightbank tributary, and 10.2 mi upstream from mouth.

152 mi2.

August 1959 to September 1973 (discontinued).

144 ft3/s.

8.5 ft3/s.

36 45 49

13 15 18

10 11 12

14 14 17

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

 03332500 TIPPECANOE RIVER NEAR MONTICELLO, INDIANA

222 267 296 317 352 398 520 653

157 194 216 230 253 281 354 444

132 165 183 194 213 235 289 363

114 144 159 169 184 203 245 307

98 124 136 144 157 173 203 255

10300

8820

8600

6840

4720

3390

2180

1600

1220

947

736

587

465

329

269

210

191

166

Lat 40°46’48”, long 86°45’36”, in NW1/4NE1/4 sec.21, T.27 N., R.3 W., White County, Hydrologic Unit

05120106, at Norway plant of Northern Indiana Public Service Co., 2 miles north of Monticello, and at mile 32.0.

1,732 mi2.

Octoer 1931 to 1981 (discontinued).

1,508 ft3/s.

103 ft3/s.

500 561 625

199 217 232

181 196 208

236 287 317

WABASH RIVER BASIN

Discharge computed on basis of records of operation of powerplant and flow over dam.

76
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03333050 TIPPECANOE RIVER NEAR DELPHI, INDIANA

264 319 358 377 422 485 573 806

179 208 233 252 294 336 378 539

142 161 178 199 244 280 305 436

116 127 139 163 209 242 256 365

90 95 103 128 175 207 211 299

11000

9725

9407

7455

5240

3850

2600

1930

1520

1190

926

711

534

384

302

240

219

176

Lat 40°35’38”, long 86°46’12”, in SW1/4SW1/4 sec.21, T.25 N., R.3 W., Carroll County; Hydrologic Unit

05120106, on left bank 20 ft upstream from bridge on State Highway 18; 1,400 ft east of Springboro; 8.1 mi downstream from

Big Creek; 5 mi west of Delphi; and at mile 8.7.

1,869 mi2.

October 1941 to current year.

2,161 ft3/s.

131 ft3/s.

594 678 754

251 282 303

166 181 202

259 311 321

WABASH RIVER BASIN

Flow regulated by upstream reservoirs. Published as "03333000 Tippecanoe River near Delphi" July 1939 to September 1987. Low-flow frequency calculations do not include periods of extreme regulation during climatic year 1955 caused

by repair work at Oakdale Dam.

77
78 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03333450 WILDCAT CREEK NEAR JEROME, INDIANA

3.8 3.9 4.2 4.8 6.0 8.5 15 31

1.9 2.0 2.1 2.4 2.8 3.5 5.6 12

1.3 1.4 1.5 1.6 1.9 2.3 3.4 7.2

1.0 1.0 1.1 1.2 1.4 1.6 2.3 4.6

.7 .7 .8 .8 1.0 1.2 1.5 2.7

1950

1520

1460

1050

607

338

167

102

70

48

32

19

10

5.2

3.2

2.1

1.7

1.4

Lat 40°26’29”, long 85°55’08”, in NE1/4SE1/4 sec.14, T.23 N., R.5 E., Howard County, Hydrologic Unit

 05120107, on right bank at downstream side of bridge on County Road 1100 East, 0.5 mi downstream from Mud

 Creek, 1.5 mi southeast of Jerome, and at mile 79.9.

146 mi2.

July 1961 to current year.

138 ft3/s.

0.89 ft3/s.

17 21 24

2.4 2.6 3.3

1.5 1.7 1.9

4.4 4.9 5.4

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 79

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03333500 WILDCAT CREEK AT GREENTOWN, INDIANA

3.3 3.3 3.6 4.1 4.8 7.3 17 30

1.8 1.9 2.1 2.4 2.8 3.9 7.7 15

1.3 1.4 1.5 1.8 2.2 2.9 5.2 11

1.0 1.1 1.2 1.4 1.8 2.4 3.8 8.3

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

2000

1690

1640

1200

676

377

192

117

76

51

35

21

12

5.9

4.0

2.5

1.9

1.5

Lat 40°27’, long 85°57’, on line between secs.9 and 10, T.23 N., R.5 E., Howard County, Hydrologic Unit

05120107, on left bank at downstream side of bridge on State Highway 213; 1.5 miles south of Greentown.

168 mi2.

October 1944 to June 1961 (discontinued).

152 ft3/s.

1.00 ft3/s.

20 22 26

2.8 3.2 3.7

1.4 1.5 1.8

5.2 6.0 8.6

WABASH RIVER BASIN

None.
80 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03333600 KOKOMO CREEK NEAR KOKOMO, INDIANA

0.6 0.6 0.7 0.8 1.0 1.6 2.6 5.0

.3 .3 .3 .4 .5 .7 1.1 2.1

.1 .1 .2 .2 .3 .4 .7 1.1

.1 .1 .1 .2 .2 .3 .6 .9

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

350

277

264

185

96

55

28

17

12

7.7

5.1

3.1

1.8

.91

.60

.37

.25

.17

Lat 40°26’28”, long 86°05’20”, in NW1/4SW1/4 sec.16, T.23 N., R.4 E., Howard County, Hydrologic Unit

 05120107, on left bank at upstream side of bridge on County Road 200 East, 2.6 mi southeast of intersection of

 U.S. Highways 31 and 35 in Kokomo, and 4.2 mi upstream from mouth.

24.7 mi2

July 1959 to current year.

23.0 ft3/s.

0.07 ft3/s.

2.9 3.4 4.0

.3 .3 .4

.1 .2 .2

.9 1.0 1.1

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 81

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03333700 WILDCAT CREEK AT KOKOMO, INDIANA

20 22 24 25 28 33 47 69

14 16 17 18 20 21 27 37

12 13 14 14 16 18 21 28

8.4 9.0 10 11 12 14 17 22

5.8 7.3 8.4 8.4 9.0 12 14 20

3290

2560

2430

1700

982

564

290

184

127

90

65

48

35

26

21

17

14

12

Lat 40°28’15”, long 86°09’11”, in SW1/4NE1/4 sec.2, T.23 N., R.3 E., Howard County, Hydrologic Unit

05120107, on right bank on property of Kokomo Sewage Treatment Plant in Kokomo, 250 ft downstream from Kokomo

Creek, 1.0 mi upstream from Dixon Road bridge, and at mile 62.9.

242 mi2.

October 1955 to current year.

239 ft3/s.

7.2 ft3/s.

37 43 47

20 22 25

14 15 16

17 18 20

WABASH RIVER BASIN

Some regulation by Kokomo Reservoirs Nos. 1 and 2, (combined capacity 4,170 acre-ft, used for municipal water supply) and by Kokomo Sewage Treatment Plant. Prior to May 9, 1986, recording gage at site 0.4 mi downstream at present

datum.
82 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03334000 WILDCAT CREEK AT OWASCO, INDIANA

30 32 34 36 41 53 81 110

20 22 23 24 28 32 44 58

16 18 19 20 23 28 32 42

14 15 16 18 20 22 26 33

11 12 14 15 17 17 20 22

4450

3590

3420

2490

1520

916

490

319

229

167

123

87

59

40

32

25

22

20

Lat 40°27’50”, long 86°38’15”, in SE1/4SE1/4 sec.4, T.23 N., R.2 W., Carroll County, on left bank 200 ft

 downstream from bridge on State Highway 39; 0.5 mi northwest of Owasco, and 15 mi upstream from South Fork

 Wildcat Creek.

396 mi2.

October 1943 to September 1973, and October 1988 to current year.

383 ft3/s.

12 ft3/s.

76 93 104

25 27 30

18 20 21

29 31 34

WABASH RIVER BASIN

 Some regulation at low stages for municipal water supply by Kokomo Water Company since 1955.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 83

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03334500 SOUTH FORK WILDCAT CREEK NEAR LAFAYETTE, INDIANA

28 29 30 32 35 43 63 87

22 22 23 24 26 30 38 51

19 19 20 21 22 25 30 39

17 17 18 18 20 22 25 31

15 15 15 16 17 19 20 24

2900

2340

2240

1620

922

545

293

199

150

113

86

65

48

35

28

24

22

20

Lat 40°25’04”, long 86°46’05”, in SW1/4SW1/4 sec.21, T.23 N., R.3 W., Tippecanoe County, Hydrologic Unit

 05120107, on right bank 40 ft upstream from bridge on State Highway 26; 0.5 mi upstream from Middle Fork,

 4.4 mi upstream from mouth, and 5 mi east of Lafayette.

243 mi2.

October 1943 to current year.

247 ft3/s.

15 ft3/s.

58 65 71

23 23 26

20 21 22

28 29 32

WABASH RIVER BASIN

 None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03335000 WILDCAT CREEK NEAR LAFAYETTE, INDIANA

92 94 98 104 117 139 205 280

67 69 71 75 85 95 122 165

56 58 60 63 72 80 95 126

51 52 52 54 63 70 78 101

44 50 51 52 54 61 64 79

8590

6790

6480

5010

3020

1790

986

668

485

367

279

211

156

114

91

72

64

58

Lat 40°26’26”, long 86°49’45”, in SW1/4NW1/4 sec.13, T.23 N., R.4 W., Tippecanoe County, Hydrologic Unit

 05120107, on right bank about 200 ft downstream of bridge on County Road 2A East, 2.8 mi downstream from South

 Fork Wildcat Creek, 3.7 mi northeast of courthouse in Lafayette, and 4.8 mi upstream from mouth.

794 mi2.

May 1954 to current year.

785 ft3/s.

47 ft3/s.

168 200 222

75 80 89

60 63 66

84 88 94

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03335500 WABASH RIVER AT LAFAYETTE, INDIANA

1150 1220 1320 1440 1650 2030 2570 3420

895 942 999 1070 1180 1360 1730 2350

792 825 868 925 1000 1110 1420 1930

718 740 775 821 879 935 1220 1640

647 656 684 719 764 775 1030 1360

41900

36800

36200

30700

22900

17300

11600

7910

5680

4440

3580

2880

2250

1660

1330

1020

862

774

Lat 40°25’19”, long 86°53’49”, in NE1/4SW1/4 sec.20, T.23 N., R.4 W., Tippecanoe County, Hydrologic Unit

05120108, on right bank 20 ft downstream from Brown Street in Lafayette, 0.2 mi upstream from Main Street

bridge, 0.3 mi downstream from Harrison Memorial Bridge, 5.1 mi downstream from Wildcat Creek, and at mile 311.9.

7,267 mi2.

October 1923 to current year.

6,619 ft3/s.

399 ft3/s.

1990 2100 2250

944 988 1070

901 1020 1150

1230 1290 1390

WABASH RIVER BASIN

Flow partially regulated by upstream reservoirs and power development. Low-flow statistics are calculated for the regulated period, 1969 to 1993.

85
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03335677 MARSHALL DITCH NEAR MONTMORENCI, INDIANA

-- -- 0.0 -- -- -- -- --

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

-- -- .0 -- -- -- -- --

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

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

Lat 40°30’42”, long 87°01’10”, in NW1/4SW1/4 sec.20, T.24 N., R.5 W., Tippecanoe County, Hydrologic

Unit 05120108, on right bank at mile 1.7, and 2.9 mi northeast of Montmorenci.

1.58 mi2.

October 1990 to current year.

1.49 ft3/s.

0.00 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 5

10 2.5

15 1.6

20 1.3

25 1.1

30 .89

35 0.75

40 .65

45 .56

50 .49

55 .42

60 .36

65 0.30

70 .23

75 .17

80 .11

85 .06

90 .03
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03335678 INDIAN CREEK NEAR MONTMORENCI, INDIANA

-- -- 0.2 -- -- -- -- --

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

-- -- .0 -- -- -- -- --

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

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

Lat 40°25’53”, long 87°02’16”, in SE1/4SE1/4 sec.13, T.23 N., R.6 W., Tippecanoe County, Hydrologic

Unit 05120108, on right bank 1.8 mile upstream from mouth, 1.4 mile downstream from Goose Creek and 3.0

miles southwest on Montmorenci.

27.8 mi2.

October 1990 to September 1994 (discontinued).

27.9 ft3/s (through September 1993).

0.08 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 110

10 54

15 39

20 30

25 24

30 21

35 18

40 16

45 14

50 12

55 9.8

60 8.1

65 6.4

70 5.1

75 3.9

80 2.8

85 1.9

90 1.4
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03335679 LITTLE PINE CREEK AT GREEN HILL, INDIANA

-- -- 0.8 -- -- -- -- --

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

-- -- .3 -- -- -- -- --

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

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

Lat 40°24’34”, long 87°06’53”, in NE1/4SE1/4 sec.29, T.23 N., R.6 W., Warren County, Hydrologic Unit

05120108, on right bank at southwest edge of Green Hill, 1.2 mile downstream from Armstrong Creek and at

mile 6.1.

42.3 mi2.

October 1990 to current year.

51.0 ft3/s.

0.55 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 205

10 121

15 89

20 69

25 56

30 47

35 40

40 35

45 30

50 27

55 23

60 20

65 16

70 13

75 10

80 7.0

85 4.9

90 3.0
Low-Flow Characteristics for Continuous-Record Stations in Indiana 89

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03335690 MUD PINE CREEK NEAR OXFORD, INDIANA

0.6 0.7 0.7 0.8 1.0 1.8 4.7 11

.3 .4 .4 .5 .6 .9 1.8 4.0

.2 .2 .3 .4 .5 .7 1.1 1.8

.1 .1 .3 .4 .4 .6 .8 .9

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

640

452

428

282

161

100

55

36

24

17

10

5.7

2.3

1.0

.69

.48

.36

.29

Lat 40°31’24”, long 87°20’30”, in NE1/4SE1/4 sec.17, T.24 N., R.8 W., Benton County, Hydrologic Unit

 05120108, on right bank 5 ft downstream from county road bridge, 0.3 mi north of Chase, 2 mi east of Boswell,

 and 5 mi west of Oxford.

39.4 mi2.

June 1971 to current year.

42.2 ft3/s.

0.10 ft3/s.

4.7 5.4 6.3

.4 .5 .6

.2 .3 .4

1.2 1.5 1.8

 WABASH RIVER BASIN

Flow partially regulated by upstream reservoirs and power development.
90 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03335700 BIG PINE CREEK NEAR WILLIAMSPORT, INDIANA

14 15 16 17 19 26 44 77

9.5 9.9 10 11 12 15 22 38

7.6 7.9 8.0 8.5 10 12 16 25

6.3 6.6 6.7 7.1 9.0 10 12 18

5.2 5.3 5.4 5.8 7.9 8.4 8.6 12

3250

2480

2330

1780

1080

639

356

236

168

122

83

52

31

19

15

11

8.9

8.1

Lat 40°19’03”, long 87°17’26”, in SW1/4SE1/4 sec.26, T.22 N., R.8 W., Warren County, Hydrologic Unit

05120108, on downstream side of county road bridge, 1.6 mi north of Williamsport city limits, and 3.7 mi upstream from

mouth.

323 mi2.

October 1955 to September 1987 (discontinued).

270 ft3/s.

6.5 ft3/s.

42 48 59

11 12 14

8.4 8.5 8.7

14 15 17

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03336000 WABASH RIVER AT COVINGTON, INDIANA

1450 1510 1580 1730 1940 2330 2980 3930

1120 1150 1190 1280 1390 1610 2010 2700

983 1000 1040 1100 1180 1340 1660 2210

885 899 933 973 1040 1160 1420 1870

789 795 829 853 899 991 1200 1550

44600

39600

38400

32000

25900

19700

13200

9080

6680

5180

4160

3290

2630

1970

1570

1260

1140

978

Lat 40°08’24”, long 87°24’24”, in NE1/4NW1/4 sec.35, T.20 N., R.9 W., Warren County, Hydrologic Unit

05120108, on right approach to old U.S. Highway 136 bridge at Covington, 2.9 mi downstream from Oppossum Run,

3.6 mi upstream from Spring Creek, and at mile 271.1.

8,218 mi2.

October 1939 to current year.

7,598 ft3/s.

487 ft3/s.

2340 2490 2650

1150 1210 1310

1140 1240 1330

1410 1490 1600

WABASH RIVER BASIN

Flow partially regulated by upstream reservoirs. Low-flow statistics are calculated for the regulated period, 1969 to 1993.

91
92 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03339108 EAST FORK COAL CREEK NEAR HILLSBORO, INDIANA

4.9 5.1 5.5 6.1 7.2 8.8 13 18

3.6 3.8 4.0 4.4 5.1 6.2 8.6 12

3.1 3.2 3.4 3.7 4.2 5.2 7.0 9.1

2.7 2.8 3.0 3.2 3.7 4.5 5.9 7.5

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

496

365

350

234

120

72

42

31

24

19

15

12

9.2

6.9

5.5

4.5

4.0

3.7

Lat 40°06’06”, long 87°07’54”, in NW1/4SW1/4 sec.8, T.19 N., R.6 W., Fountain County, Hydrologic Unit

 05120108, at center pier on downstream side of bridge on County Road 700 East, 1.5 mi east of Hillsboro,

 3.7 mi northwest of Waynetown, and 9.6 mi upstream from mouth.

33.4 mi2.

September 1968 to September 1991 (discontinued).

37.3 ft3/s.

2.1 ft3/s.

7.3 7.8 8.8

3.8 4.1 4.4

3.7 4.0 4.4

5.5 5.9 6.2

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03339120 COAL CREEK AT COAL CREEK, INDIANA

-- -- 18 -- -- -- -- --

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

-- -- 7.4 -- -- -- -- --

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

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

Lat 40°01’42”, long 87°22’30”, in SW1/4 SW1/4 sec. 6, T.18N., R.8.W., Fountain County, on downstream side

of county road bridge, 0.7 mile southeast of Coal Creek.

214 mi2.

October 1964 to September 1972 (discontinued).

178 ft3/s.

6.0 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 583

10 346

15 255

20 201

25 168

30 142

35 119

40 104

45 90

50 80

55 70

60 60

65 52

70 43

75 37

80 31

85 26

90 22
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03339280 PRAIRIE CREEK NEAR LEBANON, INDIANA

-- -- 2.0 -- -- -- -- --

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

-- -- 1.2 -- -- -- -- --

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

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

Lat 40°06’16”, long 86°31’32”, in NW1/4SW1/4 sec.10, T.19 N., R.1 W., Boone County, Hydrologic Unit

05120110, on right bank 50 ft upstream from bridge on County Road 450 North, 4.0 mi upstream from Deer Creek, 4.9 mi

northwest of Lebanon, and 7.7 mi upstream from mouth.

33.2 mi2.

October 1987 to current year.

40.8 ft3/s.

0.71 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 153

10 83

15 57

20 43

25 34

30 29

35 25

40 22

45 19

50 16

55 14

60 11

65 9.2

70 7.8

75 6.6

80 5.4

85 4.3

90 3.3
Low-Flow Characteristics for Continuous-Record Stations in Indiana 95

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03339500 SUGAR CREEK AT CRAWFORDSVILLE, INDIANA

21 22 24 27 31 43 74 123

11 11 12 13 16 21 33 55

7.2 7.4 8.0 9.0 11 15 22 36

3.8 4.0 4.0 4.6 7.0 11 15 26

2.6 2.6 2.8 3.2 4.7 7.2 13 22

7260

5730

5410

3830

2130

1190

568

360

248

181

127

82

49

29

21

14

10

7.5

Lat 40°02’56”, long 86°53’58”, in SW1/4NW1/4 sec.32, T.19 N., R.4 W., Montgomery County, Hydrologic Unit

 05120110, on left bank 327 ft upstream from Crawfordsville Electric Light and Power Co.’s dam at Crawfords-

 ville, 700 ft upstream from bridge on U.S. Highway 231, 1.0 mi downstream from Walnut Fork Sugar Creek, and

 at mile 40.4.

509 mi2.

June 1938 to current year.

500 ft3/s.

2.4 ft3/s.

75 83 97

12 13 16

7.9 8.4 9.4

26 28 32

WABASH RIVER BASIN

None.
96 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03340000 SUGAR CREEK NEAR BYRON, INDIANA

42 43 45 48 55 71 112 159

27 27 28 30 35 42 58 84

21 21 22 23 28 33 43 62

16 17 18 19 23 28 33 49

13 13 14 14 18 23 25 38

9640

7330

6920

4690

2460

1420

720

467

328

235

164

114

78

54

41

31

25

20

Lat 39°55’52”, long 87°07’33”, in NW1/4SW1/4 sec.8, T.17 N., R.6 W., Parke County, Hydrologic Unit

05120110, on right bank 30 ft upstream from county highway bridge, 2.5 mi northwest of Byron, 5 mi downstream from Indian

Creek.

670 mi2.

October 1940 to September 1971 (discontinued).

628 ft3/s.

12 ft3/s.

114 126 146

28 30 34

21 22 24

43 46 51

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03340500 WABASH RIVER AT MONTEZUMA, INDIANA

1800 1870 1970 2150 2430 2850 3920 5280

1320 1370 1430 1530 1700 1910 2510 3420

1130 1160 1210 1290 1420 1570 1980 2680

987 1010 1050 1120 1230 1350 1620 2160

852 871 896 955 1050 1140 1290 1680

67100

57800

56500

47100

34900

26500

17800

12300

9170

7090

5560

4360

3400

2380

1890

1460

1240

1100

Lat 39°47’33”, long 87°22’26”, in SE1/4NE1/4 sec.35, T.16 N., R.9 W., Parke County, Hydrologic Unit

05120108, on left bank 20 ft upstream from bridge on U.S. Highway 36 at Montezuma, 2.0 mi upstream from Big

Raccoon Creek, 4.9 mi downstream from Sugar Creek, and at mile 240.0.

11,118 mi2.

October 1927 to current year.

10,030 ft3/s.

571 ft3/s.

3130 3270 3520

1340 1400 1520

1300 1390 1490

1800 1900 2050

WABASH RIVER BASIN

Flow partially regulated by upstream reservoirs. Low-flow statistics are calculated for the regulated period, 1969 to 1993.

97
98 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03340800 BIG RACCOON CREEK NEAR FINCASTLE, INDIANA

6.1 6.3 6.8 7.7 9.4 13 24 39

3.1 3.3 3.5 3.9 4.6 5.9 9.5 17

2.2 2.3 2.4 2.6 3.1 3.8 5.7 10

1.6 1.7 1.7 1.9 2.2 2.6 3.7 6.7

1.1 1.1 1.2 1.3 1.5 1.7 2.2 4.1

2440

1810

1690

1060

537

304

167

108

77

55

38

24

15

7.6

4.9

3.3

2.6

2.0

Lat 39°48’45”, long 86°57’14”, in NW1/4SW1/4 sec.22, T.16 N., R.5 W., Putnam County, Hydrologic Unit

 05120108, on left bank at downstream side of county road bridge, 1.6 mi upstream from Ramp Creek, 3.1 mi west

 of Fincastle, and at mile 48.8.

139 mi2.

August 1957 to current year.

145 ft3/s.

1.0 ft3/s.

21 22 26

3.6 3.9 4.4

2.3 2.5 2.7

7.5 7.9 8.7

WABASH RIVER BASIN

Prior to October 1963, published as Raccoon Creek near Fincastle.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

 03340900 BIG RACCOON CREEK AT FERNDALE, INDIANA

18 21 21 22 27 39 75 121

12 14 16 17 19 24 38 60

8.4 9.9 14 14 16 19 26 39

.0 7.1 12 13 13 16 18 25

.0 4.6 10 11 11 13 15 15

 1780

 1590

 1550

 1280

 959

 667

 364

 220

 146

 100

 68

 48

 31

 22

 19

 16

 14

 13

Lat 39°42’40”, long 87°04’15”, in SE1/4SE1/4 sec.28, T.15 N., R.6 W., Parke County, Hydrologic Unit

 05120108, on right bank at upstream side of bridge on New Discovery Road, 0.5 mi downstream from Cecil M.

 Harden Lake, 3.7 mi upstream from Rocky Fork Creek, and at mile 33.3.

222 mi2 .

October 1956 to current year.

232 ft3/s.

2.7 ft3/s. No flow at times due to regulation.

11 16 16

13 17 18

17 19 22

17 17 19

WABASH RIVER BASIN

Flow regulated by Cecil M. Harden Lake since December 1960. Records of daily discharge provided by U.S. Army Corps of Engineers beginning Oct. 1, 1976. Low-flow statistics are calculated for the regulated period, 1961 to 1993.
100 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03341000 BIG RACCOON CREEK AT MANSFIELD, INDIANA

5.8 7.0 8.1 9.0 10 15 30 51

2.8 3.4 4.0 4.6 5.2 7.7 15 23

1.9 2.3 2.7 3.1 3.6 5.7 10 15

1.4 1.6 1.9 2.2 2.6 4.6 7.5 11

.9 1.1 1.3 1.5 1.8 3.6 5.2 7.6

4110

2960

2770

1670

791

458

256

174

124

85

55

34

20

13

7.2

3.7

2.7

2.2

Lat 39°41’00”, long 87°07’00”, in sec.8, T.14 N., R.6 W., Parke County, Hydrologic Unit

 05120108, at bridge on State Highway 59 at Mansfield, 1 mi downstream from Rocky Fork.

240 mi2.

1939-1958 (discontinued).

230 ft3/s.

1.4 ft3/s due to regulation.

36 39 49

4.1 5.2 6.2

2.2 2.6 3.0

10 12 14

WABASH RIVER BASIN

Some regulation at low flow by mill above station.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 101

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03341200 LITTLE RACCOON CREEK NEAR CATLIN, INDIANA

6.6 6.8 7.1 7.7 9.0 11 15 24

4.8 4.9 5.2 5.6 6.2 7.0 9.0 14

4.2 4.3 4.6 4.8 5.3 5.7 7.2 11

3.8 4.0 4.2 4.4 4.7 4.9 6.2 9.5

3.5 3.6 3.9 4.0 4.1 4.3 5.4 8.1

2270

1470

1300

726

388

239

136

94

64

45

30

20

14

9.0

6.8

5.4

4.9

4.5

Lat 39°40’38”, long 87°13’38”, in NE1/4NW1/4 sec.7, T.14 N., R.7 W., Parke County, Hydrologic Unit

05120108, on left bank at downstream side of county road bridge, 300 ft downstream from small left-bank tributary, 0.4 mi

upstream from Sunderland Branch, 1.2 mi northeast of Catlin, 2.4 mi upstream from Weisner Branch, and 3.8 mi upstream from

mouth.

133 mi2.

October 1957 to September 1971 (discontinued).

117 ft3/s.

4.1 ft3/s.

25 30 33

5.7 6.1 6.8

4.6 4.9 5.1

6.4 6.5 7.7

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03341300 BIG RACCOON CREEK AT COXVILLE, INDIANA

59 60 63 68 82 110 170 235

39 40 41 44 52 67 104 150

30 31 32 34 40 50 80 116

24 25 25 27 32 38 63 94

18 19 19 21 24 28 48 73

3850

2850

2780

2180

1570

1190

786

533

386

285

218

167

116

77

60

43

34

31

Lat 39°39’09”, long 87°17’37”, in SW1/4SW1/4 sec.15, T.14 N., R.8 W., Parke County, Hydrologic Unit

05120108, on

right bank at downstream side of covered bridge on county road at Coxville, 0.8 mi upstream from

Rock Run, 1.5 mi downstream from Little Raccoon Creek, 2.1 mi northwest of Rosedale, and at mile 13.1.

448 mi2.

October 1956 to September 1988 (discontinued).

489 ft3/s.

82 88 96

45 47 49

42 45 51

45 46 50

WABASH RIVER BASIN

Flow regulated by Cecil M. Harden Lake. Low-flow statistics are calculated for the regulated period, 1961 to 1988. Prior to October 1963, published as Raccoon Creek at Coxville.

102
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana 103

03341500 WABASH RIVER AT TERRE HAUTE, INDIANA

2120 2190 2300 2460 2750 3230 4380 5950

1530 1580 1660 1760 1930 2170 2840 3890

1280 1320 1390 1480 1600 1780 2250 3050

1100 1130 1200 1280 1370 1510 1850 2460

923 951 1010 1080 1150 1260 1470 1900

 65600

 58700

 57700

 49300

 37800

 29900

 19900

 13900

 10400

 7950

 6210

 4900

 3830

 2730

 2130

 1650

 1400

 1300

Lat 39°28’33”, long 87°25’07”, in NE1/4NW1/4 sec.21, T.12 N., R.9 W., Vigo County, Hydrologic Unit

 05120111, on left bank at Indiana American Water Company, Inc., lst and Elm Streets in Terre Haute, 3.0 mi

 upstream from Sugar Creek, and 3.6 mi downstream from Lost Creek and at mile 215.

12,263 mi2.

February 1905 to July 1906, October 1927 to current year.

11,070 ft3/s.

701 ft3/s.

3330 3510 3800

1620 1690 1810

1500 1600 1710

1960 2080 2230

WABASH RIVER BASIN

Flow partially regulated by upstream reservoirs. Low-flow statistics are calculated for the regulated period, 1969 to 1993.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03342000 WABASH RIVER AT RIVERTON, INDIANA

2350 2390 2500 2680 3020 3540 4710 6380

1700 1740 1830 1950 2150 2410 3140 4250

1440 1480 1560 1650 1810 1980 2530 3360

1250 1290 1370 1450 1570 1690 2120 2730

1060 1100 1180 1250 1340 1420 1730 2140

71200

63100

62200

53700

41600

32800

21200

14900

11200

8620

6770

5380

4220

3000

2350

1870

1620

1470

Lat 39°01’l3”, long 87°34’07”, in NE1/4SW1/4 sec.30, T.7 N., R.10 W., Sullivan County, Hydrologic Unit

05120111, on left bank at downstream side of Illinois Central Railroad bridge at Riverton, 0.5 mi downstream

from Turtle Creek, and at mile 162.0.

13,161 mi2.

October 1938 to current year.

12,150 ft3/s.

858 ft3/s.

3890 4050 4380

1840 1910 2050

1660 1750 1920

2170 2260 2420

WABASH RIVER BASIN

Flow partially regulated by upstream reservoirs. Low-flow statistics are calculated for the regulated period, 1969 to 1993.

104
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03342100 BUSSERON CREEK NEAR HYMERA, INDIANA

0.02 0.02 0.03 0.06 0.16 0.39 1.8 5.0

.00 .00 .00 .00 .04 .10 .47 1.6

.00 .00 .00 .00 .01 .04 .21 .73

.00 .00 .00 .00 .00 .02 .11 .33

.00 .00 .00 .00 .00 .01 .05 .12

362

259

239

156

81

48

22

12

6.6

3.7

2.1

1.0

.39

.09

.04

.01

.00

.00

Lat 39°12’54”, long 87°18’41”, in NW1/4NW1/4 sec.21, T.9 N., R.8 W., Sullivan County, Hydrologic Unit

 05120111, on right bank at downstream side of bridge on County Road 900 North, 1.3 mi upstream from East Fork

 Busseron Creek, 1.9 mi northwest of Hymera, 4.1 mi upstream from West Fork Busseron Creek, and at mile 30.3.

16.7 mi2.

June 1966 to current year.

18.7 ft3/s.

0.0 ft3/s.

0.27 0.34 0.68

.00 .00 .02

.00 .00 .00

.10 .23 .41

WABASH RIVER BASIN

Flow affected by U.S. Soil Conservation Service floodwater-retarding structures.
106 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03342150 WEST FORK BUSSERON CREEK NEAR HYMERA, INDIANA

0.0 0.0 0.0 0.1 0.2 0.4 1.1 3.0

.0 .0 .0 .0 .1 .1 .4 1.1

.0 .0 .0 .0 .0 .1 .2 .6

.0 .0 .0 .0 .0 .0 .1 .4

.0 .0 .0 .0 .0 .0 .1 .2

338

245

230

135

60

29

12

6.8

4.1

2.4

1.4

.75

.32

.11

.07

.02

.01

.00

Lat 39°11’10”, long 87°19’44”, in NW1/4NW1/4 sec. 32, T.9 N., R.8 W., Sullivan County, Hydrologic Unit

05120111, on right bank at downstream side of bridge on State Highway 48; 1.4 mi upstream from mouth, 1.5 mi west of

Hymera, and 3.7 mi east of U.S. Highway 41.

14.4 mi2.

October 1966 to September 1986 (discontinued).

13.8 ft3/s.

No flow at times most years.

0.4 0.6 0.8

.0 .0 .0

.0 .0 .0

.2 .3 .4

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 107

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03342250 MUD CREEK NEAR DUGGER, INDIANA

1.1 1.2 1.4 1.6 2.0 2.7 3.4 5.1

.7 .8 1.0 1.1 1.3 1.8 2.2 3.1

.5 .6 .8 .8 1.0 1.4 1.8 2.3

.4 .4 .4 .4 .5 .7 1.3 1.3

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

209

159

150

100

50

29

17

12

8.7

6.6

4.9

3.5

2.5

1.7

1.3

.97

.70

.60

Lat 39°06’28”, long 87°16’42”, in SE1/4NE1/4 sec.27, T.8 N., R.8 W., Sullivan County, Hydrologic Unit

05120111, on right bank at downstream side of bridge on County Road 700 East, 0.6 mi north of County Road 100 North, 1.7

mi upstream from mouth, and 2.5 mi northwest of Dugger.

11.9 mi2.

June 1966 to September 1981 (discontinued).

14.1 ft3/s.

0.40 ft3/s.

2.6 2.9 3.5

.8 .9 1.0

.7 .8 .9

1.0 1.1 1.3

WABASH RIVER BASIN

Flow affected by surface-mined areas.
108 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03342300 BUSSERON CREEK NEAR SULLIVAN, INDIANA

3.7 3.8 4.4 5.2 6.8 10 18 34

2.3 2.4 2.8 3.3 4.1 5.9 9.3 18

1.7 1.9 2.2 2.6 3.1 4.4 7.0 12

1.4 1.5 1.8 2.2 2.4 3.4 5.7 9.0

1.1 1.2 1.4 1.7 1.8 2.6 4.5 6.2

2250

1730

1680

1290

717

389

181

107

67

43

28

18

11

5.9

4.0

2.9

2.6

2.2

Lat 39°04’33”, long 87°23’11”, in SE1/4NW1/4 sec.2, T.7 N., R.9 W., Sullivan County, Hydrologic Unit

05120111, on left bank at upstream side of bridge on State Highway 54, 1.5 mi southeast of Sullivan, 1.6 mi east of intersection

of U.S. Highway 41 and State Highway 54; 1.7 mi upstream from Buttermilk Creek, and at mile 16.7.

138 mi2.

June 1966 to September 1986 (discontinued).

154 ft3/s.

0.90 ft3/s.

12 13 17

2.0 2.2 2.7

1.6 1.8 2.7

5.7 6.8 8.0

WABASH RIVER BASIN

Flow affected by surface-mined areas and U.S. Soil Conservation Service floodwater-retarding structures.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 109

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03342500 BUSSERON CREEK NEAR CARLISLE, INDIANA

3.9 4.2 4.7 5.7 9.1 13 29 47

1.1 1.2 1.5 2.1 2.8 5.0 11 17

.5 .5 .7 1.1 1.2 3.0 6.1 9.4

.2 .2 .3 .5 .5 1.9 3.7 5.3

.0 .0 .0 .0 .2 1.1 2.0 2.7

3280

2690

2610

1960

1230

653

254

141

85

55

33

20

11

5.2

2.6

1.2

.53

.24

Lat 38°58’27”, long 87°25’33”, in NW1/4 survey 17, Vincennes Tract, Sullivan County, Hydrologic Unit

 05120111, on left bank 10 ft downstream from bridge on State Highway 58; 1.5 mi northwest of Carlisle, and

 6.7 mi upstream from mouth.

228 mi2.

October 1943 to current year.

230 ft3/s.

0.00 ft3/s.

10 13 18

1.2 1.4 1.8

.6 .7 1.1

2.3 2.9 3.8

WABASH RIVER BASIN

 Flow affected by U.S. Soil Conservation Service floodwater-retarding structures and surface-mined areas.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03343000 WABASH RIVER AT VINCENNES, INDIANA

2570 2620 2730 2880 3180 3740 5000 6840

1970 2010 2080 2150 2320 2580 3340 4540

1710 1740 1790 1850 1980 2140 2690 3570

1520 1550 1580 1630 1730 1840 2250 2880

1330 1350 1370 1410 1490 1570 1830 2230

65500

58400

57400

50600

40400

32800

22700

16200

12200

9320

7250

5760

4410

3160

2570

2090

1770

1510

Lat 38°42’19”, long 87°31’14”, T.3 N., R.10 W., Lawrence County, Ill., Hydrologic Unit 05120111, on right

bank 30 ft east of Illinois State Highway 33; 300 ft upstream from Kelso Creek, 570 ft downstream from U.S.

Highway 50 bridge, 5.1 mi downstream from Maria Creek, 7.5 mi upstream from Embarras River and at mile 129.6.

13,706 mi2.

October 1929 to current year.

12,310 ft3/s.

770 ft3/s.

4110 4310 4740

2110 2170 2300

1950 2010 2090

2320 2380 2580

WABASH RIVER BASIN

Flow partially regulated by upstream reservoirs. Low-flow statistics are calculated for the regulated period, 1969 to 1993.

110
Low-Flow Characteristics for Continuous-Record Stations in Indiana 111

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03347000 WHITE RIVER AT MUNCIE, INDIANA

6.1 6.8 8.0 9.9 13 17 30 48

2.7 3.1 3.7 4.5 6.0 8.6 14 23

1.8 2.0 2.4 2.9 4.0 6.1 10 16

1.2 1.4 1.7 2.1 2.9 4.7 7.6 12

1.1 1.2 1.2 1.4 1.7 3.0 5.7 8.8

3240

2490

2410

1730

890

486

252

158

109

75

51

33

21

12

6.6

4.1

3.2

2.3

Lat 40°12’15”, long 85°23’14”, in SE1/4NW1/4, Delaware County, Hydrologic Unit 05120201, on right bank

 200 ft downstream from Walnut Street bridge in Muncie, 6 mi upstream from Bell Creek, and at mile 315.8.

241 mi2.

November 1930 to current year.

215 ft3/s.

1.1 ft3/s.

24 27 34

2.7 3.4 4.5

2.4 2.9 3.6

7.9 10 13

WABASH RIVER BASIN

Natural flow affected by regulation of Prairie Creek Reservoir and by diversion of municipal water supply by Muncie Water Works Co. above gage.
112 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03347500 BUCK CREEK NEAR MUNCIE, INDIANA

11 11 11 12 13 14 17 20

7.7 7.9 8.4 9.0 9.5 10 12 14

6.4 6.7 7.2 7.7 8.2 9.0 10 12

5.5 5.7 6.3 6.9 7.3 8.1 8.9 9.9

4.6 4.8 5.5 6.0 6.4 7.3 7.8 8.3

364

274

263

186

106

67

44

35

29

25

21

18

15

12

9.9

8.4

7.9

7.2

Lat 40°08’05”, long 85°22’25”, in SW1/4SE1/4 sec.34, T.20 N., R.10 E., Delaware County, Hydrologic Unit

 05120201, on left bank at downstream side of bridge on County Road 400 South, 1.0 mi upstream from Muncie Water

 Works Co. pumping station, 4.2 mi southeast of Court House in Muncie, and at mile 10.6.

35.5 mi2.

October 1954 to current year.

37.3 ft3/s.

4.7 ft3/s.

14 15 16

8.8 8.9 9.4

7.6 8.1 8.4

8.3 9.0 9.8

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 113

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03348000 WHITE RIVER AT ANDERSON, INDIANA

54 55 58 63 69 79 101 133

33 34 37 40 45 50 64 82

24 26 28 31 36 40 51 65

16 18 23 25 30 34 44 54

9.3 12 14 16 22 22 32 45

5000

3900

3750

2630

1460

847

472

323

241

185

144

111

87

63

49

37

29

24

Lat 40°06’20”, long 85°40’16”, in NW1/4NW1/4 sec.18, T.19 N., R.8 E., Madison County, Hydrologic Unit

05120201, on downstream side of abandoned Twelfth Street bridge abutment, 250 ft upstream from municipal water-supply

plant in Anderson, 1 mi upstream from Killbuck Creek, and at mile 293.3.

406 mi2.

 October 1931 to September 1993 (discontinued).

394 ft3/s.

9.1 ft3/s.

75 83 98

32 35 40

28 31 33

49 52 57

WABASH RIVER BASIN

Prior to Sept. 15, 1973, the City of Anderson diverted water for its municipal supply above the gage then in use.
114 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03348020 KILLBUCK CREEK NEAR GASTON, INDIANA

2.3 2.3 2.5 2.7 3.0 3.7 5.4 8.7

1.3 1.3 1.4 1.6 1.7 2.1 2.9 4.6

1.0 1.0 1.1 1.2 1.3 1.6 2.2 3.3

.8 .8 .9 1.0 1.1 1.3 1.8 2.5

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

319

264

252

182

99

58

33

22

16

12

8.7

6.4

4.6

3.0

2.0

1.5

1.2

1.0

Lat 40°15’45”, long 85°30’53”, in SE1/4SW1/4 sec.16, T.21 N., R.9 E., Delaware County, Hydrologic Unit

05120201, on right bank 30 ft upstream from bridge on County Road 500 North, 3.6 mi southwest of Gaston, and at mile 15.6.

25.5 mi2.

June 1968 to September 1991 (discontinued).

26.4 ft3/s.

0.76 ft3/s.

5.2 5.7 6.7

1.6 1.7 1.9

1.1 1.2 1.4

2.6 2.8 3.0

WABASH RIVER BASIN

None
Low-Flow Characteristics for Continuous-Record Stations in Indiana 115

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03348350 PIPE CREEK AT FRANKTON, INDIANA

7.0 7.3 7.9 8.8 9.8 13 20 32

4.7 4.9 5.2 5.7 6.3 7.1 10 16

3.9 4.0 4.3 4.7 5.2 5.6 7.6 12

3.3 3.4 3.6 4.0 4.5 4.7 6.2 9.4

2.8 2.9 3.0 3.3 3.9 4.0 5.0 7.2

1440

1170

1110

787

461

261

130

82

58

43

31

22

15

9.7

7.6

5.8

4.7

3.9

Lat 40°13’38”, long 85°45’58”, in SE1/4NE1/4 sec.31, T.21 N., R.7 E., Madison County, Hydrologic Unit

 05120201, on right bank 20 ft downstream from bridge on County Road 500 West, at northeast edge of Frankton.

113 mi2.

May 1968 to current year.

109 ft3/s.

3.0 ft3/s.

17 18 21

5.1 5.5 6.2

4.4 4.7 5.1

10 11 11

WABASH RIVER BASIN

None.
116 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03348500 WHITE RIVER NEAR NOBLESVILLE, INDIANA

97 101 105 110 121 137 187 241

71 74 77 81 89 97 124 153

60 63 66 69 76 83 102 123

52 55 57 60 67 74 87 103

45 47 49 51 58 66 74 85

9580

7880

7560

5260

3000

1820

993

658

472

350

255

192

148

115

96

77

67

59

Lat 40°07’46”, long 85°57’46”, in NE1/4NE1/4 sec.4, T.19 N., R.5 E., Hamilton County, Hydrologic Unit

05120201, near center of span on downstream side of highway bridge, 1 mi west of Strawtown, 7 mi northeast of Noblesville,

9.5 mi upstream from Cicero Creek, and at mile 277.4.

828 mi2.

May 1915 to September 1926, October 1928 to September 1974 (discontinued).

794 ft3/s.

39 ft3/s.

167 186 218

73 77 83

66 69 72

93 98 106

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 117

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03349000 WHITE RIVER AT NOBLESVILLE, INDIANA

106 115 122 132 148 167 220 293

78 87 92 99 108 119 144 185

67 76 81 86 93 104 121 149

60 68 73 78 84 96 107 127

53 61 65 70 75 88 94 107

9070

7510

7160

5290

3280

1980

1110

749

541

409

312

239

182

138

113

97

87

80

Lat 40°02’50”, long 86°01’00”, in SE1/4SE1/4 sec.36, T.19 N., R.4 E., Hamilton County, Hydrologic Unit

 05120201, on right bank at downstream side of Logan Street bridge in Noblesville, 1.5 mi upstream from Cicero

 Creek, 5.1 mi downstream from dam at Clare, and at mile 263.5.

858 mi2.

October 1946 to current year.

862 ft3/s.

44 ft3/s.

205 231 256

94 101 110

78 83 89

115 123 134

WABASH RIVER BASIN

Flow partially regulated by powerplant above station.
118 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03349500 CICERO CREEK NEAR ARCADIA, INDIANA

2.1 2.3 2.6 3.0 4.0 6.9 16 30

1.1 1.3 1.5 1.7 2.0 3.0 5.6 13

.8 .9 1.1 1.2 1.5 2.0 3.2 7.9

.6 .7 .9 1.2 1.2 1.4 2.1 5.3

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

1580

1330

1270

906

556

309

153

94

61

40

25

15

7.7

3.4

2.1

1.6

1.2

1.0

Lat 40°10’34”, long 85°59’43”, in NW1/4NW1/4 sec.20, T.20 N., R.5 E., Hamilton County, Hydrologic Unit

05120201, on left bank at downstream side of bridge, 1.5 mi east of Arcadia, 12.5 mi upstream from Morse Dam, and at mile

17.2.

131 mi2.

October 1954 to September 1976.

122 ft3/s.

0.50 ft3/s.

14 16 19

1.3 1.4 1.8

1.0 1.2 1.4

2.3 2.9 4.1

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 119

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03349700 LITTLE CICERO CREEK NEAR ARCADIA, INDIANA

0.3 0.3 0.4 0.6 0.9 1.7 3.6 8.2

.0 .0 .0 .0 .1 .2 1.0 3.2

.0 .0 .0 .0 .0 .0 .5 1.9

.0 .0 .0 .0 .0 .0 .2 1.2

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

654

485

463

320

172

99

50

28

18

11

6.8

3.5

1.8

.78

.25

.02

.01

.01

Lat 40°10’32”, long 86°02’45”, in NE1/4NW1/4 sec.23, T.20 N., R.4 E., Hamilton County, Hydrologic Unit

05120201, on left bank at downstream side of county road bridge, 0.5 mi downstream from Taylor Creek, 1.3 mi west of

Arcadia, 3.9 mi upstream from mouth, and 9.3 mi northwest of Noblesville.

40.4 mi2.

October 1955 to September 1976 (discontinued).

39.7 ft3/s.

No flow at times during many years.

3.0 3.8 4.7

.1 .1 .2

.0 .0 .0

.5 .7 .9

WABASH RIVER BASIN

None.
120 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03350100 HINKLE CREEK NEAR CICERO, INDIANA

0.5 0.5 0.6 0.8 0.9 1.3 2.3 4.2

.2 .2 .3 .3 .4 .6 1.1 2.0

.2 .2 .2 .2 .3 .4 .7 1.4

.1 .1 .1 .2 .2 .3 .5 1.1

.1 .1 .1 .1 .1 .2 .4 .8

360

266

247

146

74

43

21

14

9.5

6.4

4.1

2.5

1.5

.89

.64

.37

.24

.16

Lat 40°06’05”, long 86°05’10”, in NW1/4NW1/4 sec.16, T.19 N., R.4 E., Hamilton County, Hydrologic Unit

05120201, on left bank at downstream side of county road bridge, 3.7 mi above mouth, 4.0 mi upstream from Morse Reservoir

Dam, 4.2 mi southwest of Cicero, and 5.7 mi northwest of Noblesville.

18.5 mi2.

October 1955 to September 1976 (discontinued).

19.6 ft3/s.

0.07 ft3/s.

2.7 3.0 3.5

.3 .3 .4

.2 .2 .2

.6 .9 1.2

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03350500 CICERO CREEK AT NOBLESVILLE, INDIANA

1.4 1.6 1.9 2.6 4.2 9.7 23 44

.8 .9 1.0 1.3 1.7 3.2 8.2 19

.6 .7 .8 .9 1.0 1.7 4.6 12

.3 .5 .6 .7 .8 1.0 2.9 9.0

.2 .4 .4 .5 .5 .6 1.6 2.3

2830

2220

2130

1510

862

486

246

155

106

74

48

28

12

2.7

1.7

1.1

.90

.74

Lat 40°03’20”, long 86°02’30”, in NW1/4NE1/4 sec.35, T.19 N., R.4 E., Hamilton County, Hydrologic Unit

05120201, on right bank 150 ft downstream from bridge on Stage Highway 38, 1.0 mi northwest of Noblesville,

1.6 mi downstream from Morse Reservoir, 1.9 mi downstream from Hinkle Creek, and 3.2 mi upstream from mouth.

216 mi2.

July 1950 to September 1980 and October 1985 to September 1992 (discontinued).

197 ft3/s.

0.25 ft3/s.

11 23 34

1.1 1.3 2.2

.8 .8 1.0

1.2 1.8 3.0

WABASH RIVER BASIN

Flow regulated by Morse Reservoir. Low-flow statistics are calculated for the regulated period 1958 to 1980, and 1985 to 1992.

121
122 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03350700 STONY CREEK NEAR NOBLESVILLE, INDIANA

5.7 5.8 6.1 6.5 7.0 8.4 12 18

3.5 3.7 3.8 4.0 4.2 4.9 6.2 10

2.6 2.7 2.9 3.0 3.2 3.7 4.5 7.4

1.5 1.6 1.8 1.9 2.2 3.0 4.2 4.9

.7 .8 1.0 1.2 1.3 2.4 3.2 4.2

581

465

445

303

184

117

67

46

33

24

18

13

8.9

6.1

4.6

3.6

3.1

2.6

Lat 40°01’44”, long 85°59’44”, in NE1/4NE1/4 sec.7, T.18 N., R.5 E., Hamilton County, Hydrologic Unit

 05120201, on right bank, between dual bridges on State Highway 37; 1.4 mi upstream from mouth, and 1.4 miles

 southeast of Noblesville.

50.8 mi2.

July 1967 to current year.

50.6 ft3/s.

1.2 ft3/s.

10 12 14

3.5 3.6 4.0

2.8 3.0 3.2

5.7 6.3 6.8

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03351000 WHITE RIVER NEAR NORA, INDIANA

160 165 172 183 201 234 307 411

124 128 134 141 151 163 193 250

111 115 120 127 134 141 158 197

102 105 111 118 124 128 137 164

93 97 103 109 115 118 119 135

12200

9720

9410

7060

4450

2750

1570

1070

782

591

446

337

246

184

158

141

129

122

Lat 39°54’35”, long 86°06’20”, in NW1/4NW1/4 sec.20, T.17 N., R.4 E., Marion County, Hydrologic Unit

05120201, on downstream side of center pier of bridge on 82nd Street, 2 mi east of Nora, 14 mi upstream from Fall Creek, and

at mile 247.9.

1,219 mi2.

October 1929 to current year.

1,138 ft3/s.

49 ft3/s.

277 320 357

146 154 163

116 122 129

152 161 174

WABASH RIVER BASIN

Prior to October 1948, published as West Fork White River near Nora. Flow partially regulated by Morse Reservoir. Low-flow statistics calculated for regulated period, 1957 to 1993.

123
124 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03351310 CROOKED CREEK AT INDIANAPOLIS, INDIANA

1.1 1.2 1.3 1.6 2.3 3.1 5.2 7.5

.6 .7 .8 1.0 1.3 1.9 3.0 4.4

.4 .5 .6 .7 1.0 1.4 2.2 3.3

.3 .3 .4 .4 .8 1.1 1.7 2.6

.0 .0 .0 .0 .6 .8 1.3 1.9

333

217

207

132

70

40

22

15

11

7.9

5.8

4.2

2.9

1.8

1.3

.80

.61

.38

Lat 39°49’47”, long 86°12’22”, in NW1/4SE1/4 sec.16, T.16 N., R.3 E., Marion County, Hydrologic Unit

 05120201, on left bank 150 ft downstream from 42nd Street bridge in Indianapolis, and at mile 1.6.

17.9 mi2.

June 1969 to current year.

19.4 ft3/s.

0.00 ft3/s.

2.8 3.1 3.9

.9 1.0 1.1

.6 .7 .8

1.1 1.4 1.6

WABASH RIVER BASI

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 125

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03351400 SUGAR CREEK NEAR MIDDLETOWN, INDIANA

0.1 0.1 0.1 0.1 0.2 0.2 0.4 1.2

.0 .0 .0 .1 .1 .1 .2 .4

.0 .0 .0 .0 .1 .1 .1 .2

.0 .0 .0 .0 .0 .1 .1 .2

.0 .0 .0 .0 .0 .1 .1 .1

104

78

73

49

25

13

5.9

3.6

2.4

1.5

.95

.54

.28

.15

.11

.07

.05

.05

Lat 40°02’27”, long 85°31’30”, in NW1/4SE1/4 sec.5, T.18 N., R.9 E., Henry County, Hydrologic Unit

 05120201, on right bank 90 ft upstream from bridge on County Road 750 North, 1 mi southeast of Middletown.

5.80 mi2.

October 1968 to September 1989 (discontinued).

5.76 ft3/s.

0.02 ft3/s.

0.4 0.4 0.5

.0 .0 .1

.0 .0 .1

.1 .2 .2

WABASH RIVER BASIN

None.
126 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03351500 FALL CREEK NEAR FORTVILLE, INDIANA

26 27 28 29 32 36 47 65

17 18 19 20 22 25 31 42

14 15 15 16 18 21 26 34

12 12 13 14 16 19 23 29

9.4 10 11 12 14 16 21 24

1940

1490

1420

1010

580

354

216

155

118

92

71

54

41

31

26

20

17

15

Lat 39°57’15”, long 85°52’05”, in NW1/4NE1/4 sec.5, T.17 N., R.6 E., Hamilton County, Hydrologic Unit

 05120201, on right bank 100 ft downstream from bridge on State Highway 238; 0.2 mi downstream from Lick Creek,

 2 mi northwest of Fortville, and at mile 26.1.

169 mi2.

July 1941 to current year.

171 ft3/s.

7.0 ft3/s.

52 57 62

18 19 21

14 14 15

27 29 31

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 127

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03352200 MUD CREEK AT INDIANAPOLIS, INDIANA

1.7 1.9 2.0 2.1 2.4 3.0 4.6 7.4

.7 .8 .8 .9 1.1 1.5 2.3 3.8

.4 .4 .5 .6 .7 1.1 1.7 2.7

.2 .3 .3 .4 .5 .8 1.3 2.1

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

549

436

416

273

152

89

45

28

19

13

8.8

5.9

4.0

2.4

1.6

.89

.64

.46

Lat 39°53’30”, long 86°00’57”, in SE1/4NE1/4 sec.25, T.17 N., R.4 E., Marion County, Hydrologic Unit

05120201, on left bank at downstream side of Lantern Road bridge, 0.2 mi northeast of 75th Street and Sargent Road

intersection , 1.5 mi upstream from mouth, and 2.0 mi southeast of Castleton.

42.4 mi2.

May 1958 to September 1976 (discontinued).

37.2 ft3/s.

0.20 ft3/s.

6.7 8.4 9.3

1.2 1.3 1.5

.4 .5 .6

1.4 1.6 1.9

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03352500 FALL CREEK AT MILLERSVILLE, INDIANA

48 50 51 54 58 63 79 107

37 39 41 43 46 49 55 69

32 34 37 39 42 45 47 56

28 31 34 36 39 42 42 48

24 27 30 33 36 39 39 40

3300

2640

2530

1880

1100

695

395

268

194

143

103

80

67

55

47

41

37

35

Lat 39°51’07”, long 86°05’15”, in NE1/4NE1/4 sec.9, T.16 N., R.4 E., Marion County, Hydrologic Unit

05120201, on right bank at downstream side of Emerson Way bridge at Millersville, and 9.2 mi upstream from mouth.

298 mi2.

October 1929 to current year.

290 ft3/s (1930 to 1993).

7.8 ft3/s.

72 81 93

50 53 56

38 40 42

37 40 42

WABASH RIVER BASIN

Flow regulated by Geist Reservoir. Low-flow statistics calculated for the regulated period, 1943 to 1993.

128
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03353000 WHITE RIVER AT INDIANAPOLIS, INDIANA

116 123 135 149 175 216 313 457

74 78 86 95 110 132 173 251

58 62 69 77 88 106 131 184

48 52 57 64 74 89 105 144

39 42 47 53 61 75 84 109

16000

12900

12600

9450

5790

3580

2040

1390

999

723

522

360

233

152

114

87

73

65

Lat 39°45’05”, long 86°10’30”, in NW1/4NW1/4 sec.14, T.15 N., R.3 E., Marion County, Hydrologic Unit

05120201, on downstream side of second pier from right bank of Morris Street bridge in Indianapolis, 2.6 mi downstream from

Fall Creek, 3.4 mi upstream from Eagle Creek, 4.0 mi upstream from Indianapolis Power and Light Company dam, and at mile

230.3.

1,635 mi2.

March 1904 to July 1906 and April 1930 to current year.

1,445 ft3/s.

8.0 ft3/s.

308 357 421

85 95 113

67 75 82

110 122 137

WABASH RIVER BASIN

Natural flow affected by regulation of Morse Reservoir and Geist Reservoir and by diversion of municipal water supply by the Indianapolis Water Company. Low-flow statistics are calculated for the regulated period, 1943 to 1993.

129
130 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03353120 PLEASANT RUN AT ARLINGTON AVENUE AT INDIANAPOLIS, INDIANA

0.3 0.3 0.4 0.5 0.9 1.6 3.0 4.0

.1 .1 .1 .3 .6 .9 1.6 2.4

.0 .1 .1 .2 .4 .7 1.1 1.7

.0 .0 .0 .1 .3 .5 .8 1.3

.0 .0 .0 .0 .3 .4 .6 1.0

162

125

117

72

36

18

7.2

4.3

2.8

2.0

1.5

1.1

.80

.53

.35

.23

.12

.10

Lat 39°46’33”, long 86°03’50”, in SW1/4NW1/4 sec.2, T.15 N., R.4 E., Marion County, Hydrologic Unit

 05120201, on right bank 46 ft upstream from Arlington Avenue bridge in Indianapolis, 0.5 mi downstream from

 small left-bank tributary, and at mile 7.9.

7.58 mi2.

December 1959 to current year.

8.17 ft3/s.

0.00 ft3/s.

0.4 0.6 0.8

.1 .2 .3

.1 .1 .2

.2 .3 .5

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 131

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03353160 PLEASANT RUN AT BROOKVILLE ROAD AT INDIANAPOLIS, INDIANA

0.2 0.2 0.3 0.5 1.0 2.3 3.0 4.1

.0 .0 .0 .0 .3 .8 1.6 2.4

.0 .0 .0 .0 .1 .3 1.1 1.8

.0 .0 .0 .0 .0 .0 .8 1.4

.0 .0 .0 .0 .0 .0 .5 1.0

229

159

151

93

42

21

8.7

5.1

3.5

2.4

1.8

1.3

.84

.37

.01

.00

.00

.00

Lat 39°45’52”, long 86°05’43”, in NE1/4NW1/4 sec.9, T.15 N., R.4 E., Marion County, Hydrologic Unit

05120201, on right bank at downstream side of Brookville Road bridge in Indianapolis, 2.2 mi downstream from Arlington

Avenue, and at mile 5.7.

10.1 mi2.

November 1959 to May 1981.

10.1 ft3/s.

No flow at times in 1960-68.

0.3 0.5 0.8

.0 .0 .1

.0 .0 .0

.0 .0 .0

WABASH RIVER BASIN

None.
132 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03353180 BEAN CREEK AT INDIANAPOLIS, INDIANA

0.9 0.9 1.0 1.2 1.5 1.9 2.7 3.3

.6 .7 .8 .9 1.1 1.4 2.0 2.5

.5 .6 .6 .8 .9 1.2 1.6 2.1

.4 .5 .6 .7 .8 1.0 1.4 1.9

.3 .4 .5 .6 .7 .8 1.2 1.6

62

49

48

33

19

11

6.1

4.2

3.3

2.7

2.3

2.0

1.7

1.3

1.0

.80

.69

.61

Lat 39°43’45”, long 86°07’14”, in NW1/4SW1/4 sec.20, T.15 N., R.4 E., Marion County, Hydrologic Unit

 05120201, on left bank 80 ft upstream from Keystone Avenue bridge and west edge of Sarah Shank Golf Course

 in Indianapolis, and at mile 1.8.

4.40 mi2.

October 1970 to September 1993 (discontinued).

5.37 ft3/s.

0.30 ft3/s.

1.4 1.5 1.7

.7 .8 .9

.6 .8 1.0

.8 .9 1.0

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 133

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03353200 EAGLE CREEK AT ZIONSVILLE, INDIANA

0.6 0.6 0.7 0.9 1.5 2.9 8.9 20

.0 .0 .0 .0 .1 .5 1.8 7.2

.0 .0 .0 .0 .0 .1 .7 4.1

.0 .0 .0 .0 .0 .0 .3 2.5

.0 .0 .0 .0 .0 .0 .1 1.4

1960

1380

1290

788

424

223

115

70

47

32

21

11

4.6

1.5

.44

.01

.00

.00

Lat 39°56’56”, long 86°15’22”, in SW1/4NW1/4 sec.1, T.17 N., R.2 E., Boone County, Hydrologic Unit

 05120201, on downstream side of second pier from right bank of bridge on State Highway 334 at Zionsville,

 200 ft upstream from Long Branch, and at mile 24.7.

103 mi2.

October 1957 to current year.

101 ft3/s.

0.00 ft3/s.

9.6 12 15

.0 .0 .1

.0 .0 .0

2.5 2.8 3.4

WABASH RIVER BASIN

Low flow affected by the Zionsville well field located on the right bank below the gage before 1989.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03353500 EAGLE CREEK AT INDIANAPOLIS, INDIANA

6.3 7.0 7.5 8.7 10 13 28 48

3.7 4.1 4.4 5.0 5.9 7.4 12 22

2.8 3.0 3.3 3.7 4.4 5.4 7.9 14

2.2 2.3 2.6 2.8 3.4 4.2 5.4 9.5

1.6 1.7 1.9 2.1 2.5 3.2 3.4 6.0

2690

2160

2050

1400

716

412

213

136

77

40

26

19

14

9.1

6.6

4.1

2.9

2.4

Lat 39°46’33”, long 86°15’01”, in NW1/4NW1/4 sec.6, T.15 N., R.3 E., Marion County, Hydrologic Unit

05120201, on right bank at downstream side of bridge on Lynhurst Drive, approximately 600 ft south of

intersection of West 10th Street and Lynhurst Drive, 0.5 mi downstream from West 10th Street bridge, 1.0 mi

upstream from Vermont Street bridge, 3.0 mi upstream from Little Eagle Creek, and 7.1 mi upstream from mouth.

174 mi2.

November 1938 to current year.

159 ft3/s.

0.00 ft3/s.

8.5 11 16

4.4 4.9 5.6

3.2 3.6 4.0

5.5 6.0 7.0

WABASH RIVER BASIN

Flow regulated since November 1969 by Eagle Creek Reservoir, 4.7 mi upstream (see station 03353450). Low-flow statistics are calculated for the regulated period, 1970 to 1993.

134
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03353551 LITTLE EAGLE CREEK AT 52ND STREET AT INDIANAPOLIS, INDIANA

-- -- 0.2 -- -- -- -- --

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

-- -- .1 -- -- -- -- --

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

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

Lat 39°50’45”, long 86°14’55”, in NE1/4SW1/4 sec.7, T.16 N., R.2 E., Marion County, Hydrologic Unit

05120201, on right bank at downstream side of West 52nd Street, 0.4 mi east of Lafayette Road, 1.1 mi upstream

from Guion Creek, and at mile 7.2

6.28 mi2.

October 1989 to current year.

11.3 ft3/s.

0.15 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 45

10 24

15 15

20 11

25 7.9

30 6.4

35 5.5

40 4.7

45 4.0

50 3.5

55 3.1

60 2.7

65 2.3

70 1.9

75 1.6

80 1.3

85 1.0

90 .79
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03353560 GUION CREEK ABOVE 52ND STREET AT INDIANAPOLIS, INDIANA

-- -- 0.0 -- -- -- -- --

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

-- -- .0 -- -- -- -- --

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

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

Lat 39°50’45”, long 86°13’57”, in NW1/4SW1/4 sec.08., T.16 N., R.3 E., Marion County, Hydrologic Unit

05120201, on right bank 25 ft upstream from private bridge, 0.2 mi north of West 52nd Street along Guion Road, and 1.25 mi

upstream of the confluence with Little Eagle Creek.

4.10 mi2.

October 1989 to current date.

5.28 ft3/s.

0.00 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 22

10 12

15 7.7

20 5.5

25 4.3

30 3.5

35 2.9

40 2.5

45 2.1

50 1.8

55 1.5

60 1.3

65 1.1

70 .86

75 .62

80 .44

85 .25

90 .16
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03353583 FALCON CREEK AT 30TH STREET AT INDIANAPOLIS, INDIANA

-- -- 0.1 -- -- -- -- --

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

-- -- .1 -- -- -- -- --

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

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

Lat 39°48’33”, long 86°13’56”, in NW1/4NW1/4 sec.29, T.16 N., R.03 E., Marion County, Hydrologic Unit

05120201, on left bank, 150 ft downstream from bridge on West 30th Street, 0.6 mi west of Lafayette Road, and 0.6 mi

upstream of confluence with Little Eagle Creek.

4.15 mi2.

October 1989 to current year.

4.85 ft3/s.

0.00 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 20

10 12

15 6.9

20 5.1

25 3.9

30 3.1

35 2.7

40 2.3

45 1.9

50 1.6

55 1.3

60 1.1

65 0.82

70 .66

75 .53

80 .43

85 .34

90 .27
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03353600 LITTLE EAGLE CREEK AT SPEEDWAY, INDIANA

0.55 0.65 0.80 1.2 1.7 2.9 4.9 7.1

.22 .22 .27 .38 .70 1.2 2.1 3.1

.00 .00 .11 .15 .41 .50 .95 1.4

.00 .00 .00 .04 .18 .33 .54 .90

.00 .00 .00 .00 .08 .12 .34 .73

425

296

278

175

89

49

24

16

10

7.2

5.0

3.3

2.0

1.0

.59

.26

.12

.09

Lat 39°47’15”, long 86°13’41”, in NE1/4SW1/4 sec.32, T.16 N., R.3 E., Marion County, Hydrologic Unit

 05120201, on right bank at downstream side of 16th Street bridge in Speedway, 0.6 mi upstream from Dry Run,

 and 2.3 mi upstream from mouth.

23.9 mi2 including 5.57 mi2 from Dry Run Basin.

October 1959 to current year.

23.6 ft3/s.

0.0 ft3/s.

1.9 2.5 3.4

.25 .31 .53

.05 .16 .17

.45 .53 .82

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 139

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03353620 LICK CREEK AT INDIANAPOLIS, INDIANA

0.7 0.8 1.0 1.4 2.3 3.4 6.2 8.9

.3 .3 .4 .5 .9 1.1 3.3 5.5

.1 .1 .2 .3 .5 .8 2.3 4.3

.1 .1 .1 .2 .4 .7 1.7 3.5

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

309

225

215

149

80

45

23

15

11

7.5

5.5

4.0

2.8

1.5

.83

.44

.30

.18

Lat 39°42’21”, long 86°06’13”, in NE1/4NE1/4 sec.32, T.15 N., R.4 E., Marion County, Hydrologic Unit

 05120201, on left bank at upstream side of Sherman Drive bridge in Indianapolis, and at mile 6.2.

15.6 mi2.

October 1970 to current year.

20.0 ft3/s.

0.05 ft3/s.

1.1 1.7 2.6

.2 .3 .4

.2 .3 .6

.9 1.0 1.0

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03353630 LITTLE BUCK CREEK NEAR SOUTHPORT, INDIANA

-- -- 0.0 -- -- -- -- --

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

-- -- .0 -- -- -- -- --

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

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

Lat 39°40’11”, long 86°04’57”, in SW1/4SW1/4 sec.10, T.14 N., T.4 E., Marion County, Hydrologic Unit

05120201, on right bank 5 ft upstream from Emerson Avenue bridge in Indianapolis, 1.1 mi downstream from Bunker Creek,

and 2.5 mi upstream from Derbyshire Creek.

5.75 mi2.

October 1989 to current year.

9.71 ft3/s.

0.00 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 40

10 21

15 14

20 10

25 8.1

30 6.5

35 5.2

40 4.4

45 3.7

50 3.2

55 2.6

60 2.2

65 1.8

70 1.4

75 1.0

80 .70

85 .50

90 .29
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03353635 DERBYSHIRE CREEK AT SOUTHPORT, INDIANA

-- -- 0.1 -- -- -- -- --

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

-- -- .0 -- -- -- -- --

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

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

Lat 39°40’15”, long 86°07’21”, in NE1/4SE1/4 sec.07, T.14 N., R.04 E., Marion County Hydrologic Unit

05120201, on left bank, 10 ft downstream from bridge on Derbyshire Road, and 0.3 mi upstream from mouth.

1.76 mi2.

September 1989 to current year.

3.30 ft3/s.

0.03 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 14

10 6.2

15 4.1

20 3.1

25 2.6

30 2.1

35 1.8

40 1.6

45 1.3

50 1.2

55 .99

60 .89

65 0.78

70 .68

75 .59

80 .51

85 .40

90 .27
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03353636 LITTLE BUCK CREEK AT SOUTHPORT, INDIANA

-- -- 0.3 -- -- -- -- --

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

-- -- .1 -- -- -- -- --

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

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

Lat 39°39’54”, long 86°08’11”, in SW1/4SW1/4 sec.7, T.14 N., R.4 E., Marion County, Hydrologic Unit

05120201, on left bank 50 ft downstream from Southport Road bridge in Indianapolis.

10.8 mi2.

October 1989 to current year.

18.9 ft3/s.

0.13 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 67

10 38

15 28

20 22

25 18

30 14

35 12

40 10

45 8.8

50 7.6

55 6.6

60 5.6

65 4.6

70 3.7

75 3.0

80 2.4

85 1.9

90 1.4
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03353637 LITTLE BUCK CREEK NEAR INDIANAPOLIS, INDIANA

-- -- 0.0 -- -- -- -- --

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

-- -- .0 -- -- -- -- --

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

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

Lat 39°40’00”, long 86°11’48”, in SW1/4SW1/4 sec.10, T.14 N., R.3 E., Marion County, Hydrologic Unit

05120201, on right bank, 10 ft upstream from bridge on South Belmont Street, and 2.2 mi above mouth.

17.0 mi2.

October 1989 to current year.

26.1 ft3/s.

0.00 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 91

10 54

15 40

20 32

25 26

30 22

35 18

40 16

45 14

50 12

55 10

60 8.8

65 7.5

70 6.4

75 5.4

80 4.6

85 3.7

90 2.8
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03353660 WHITE RIVER AT WAVERLY, INDIANA

-- -- 340 -- -- -- -- --

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

-- -- 239 -- -- -- -- --

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

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

Lat 39°33’35”, long 86°16’29”, in NW1/4 NE1/4 Sec 23., T.13., R.2E., Morgan County, Hydrologic Unit

05120201, on left bank 82 feet upstream from bridge on State Highway 144. 0.6 mile downstream from North Bluff Creek, and

at mile 211.0.

2,026 mi2.

July 1986 to September 1988 (discontinued).

1,253 ft3/s.

247 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 3250

10 2510

15 2110

20 1800

25 1540

30 1350

35 1180

40 1080

45 987

50 921

55 850

60 776

65 649

70 501

75 395

80 362

85 335

90 310
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03353700 WEST FORK WHITE LICK CREEK AT DANVILLE, INDIANA

0.03 0.03 0.09 0.16 0.26 0.60 2.1 5.5

.00 .00 .00 .02 .05 .11 .43 1.8

.00 .00 .00 .00 .00 .04 .17 .99

.00 .00 .00 .00 .00 .01 .08 .57

.00 .00 .00 .00 .00 .00 .03 .30

544

405

376

245

134

74

36

21

13

8.3

4.7

2.1

.77

.19

.05

.01

.00

.00

Lat 39°45’36”, long 86°30’47”, in NW1/4NE1/4 sec.10, T.15 N., R.1 W., Hendricks County, Hydrologic Unit

 05120201, on downstream side of bridge on U.S. Highway 36, 0.5 mi upstream from small left-bank tributary,

 and 7 mi west of Avon.

28.8 mi2.

May 1958 to current year.

30.8 ft3/s.

0.0 ft3/s.

2.4 3.0 3.8

.00 .00 .01

.00 .00 .00

.13 .19 .30

WABASH RIVER BASIN

Low flow affected by releases from Danville Filtration Plant.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03353800 WHITE LICK CREEK AT MOORESVILLE, INDIANA

11 11 12 13 16 20 34 61

4.4 4.8 5.6 6.5 7.8 9.8 15 29

2.6 3.0 3.6 4.4 5.3 6.6 10 19

1.6 1.9 2.5 3.1 3.8 4.8 7.3 14

.90 1.2 1.6 2.1 2.7 3.3 5.2 9.1

3730

2660

2440

1560

832

489

263

174

125

90

62

40

25

13

9.0

5.7

4.2

3.2

Lat 39°36’28”, long 86°22’56”, in NE1/4SE1/4 sec.35, T.14 N., R.1 E., Morgan County, Hydrologic Unit

 05120201, on right bank at downstream side of bridge on State Highway 42 at Mooresville, 0.9 mi downstream

 from McCracken Creek, 2.0 mi upstream from East Fork White Lick Creek, and at mile 11.4.

212 mi2.

August 1957 to current year.

225 ft3/s.

0.68 ft3/s.

35 39 47

5.2 6.2 8.0

3.4 4.0 4.8

10 12 13

WABASH RIVER BASIN

Pumpage from a well field above gage affects low flows.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03354000 WHITE RIVER NEAR CENTERTON, INDIANA

338 348 365 388 438 506 674 918

258 266 278 291 321 357 441 578

228 236 246 257 279 308 366 461

206 215 224 234 251 276 318 385

187 195 204 213 226 249 277 317

23300

19500

18800

14900

9190

5770

3420

2390

1790

1380

1050

779

560

405

339

293

271

246

Lat 39°29’51”, long 86°24’02”, in NE1/4NE1/4 sec.10, T.12 N., R.1 E., Morgan County, Hydrologic Unit

05120201, on right bank at upstream side of bridge on Blue Bluff Road, 0.8 mi downstream from White Lick Creek, 1 mi south

of Centerton, and at mile 199.3.

2,444 mi2.

October 1930 to March 1932, October 1946 to current year.

2,547 ft3/s.

138 ft3/s.

647 748 831

315 331 358

238 249 262

328 350 379

WABASH RIVER BASIN

 Flow regulated by upstream reservoirs. Low-flow statistics are calculated for the regulated period, 1946 to 1993.

147
148 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03354500 BEANBLOSSOM CREEK AT BEANBLOSSOM, INDIANA

0.0 0.0 0.0 0.0 0.1 0.2 0.6 2.1

.0 .0 .0 .0 .0 .0 .1 .6

.0 .0 .0 .0 .0 .0 .1 .3

.0 .0 .0 .0 .0 .0 .0 .2

.0 .0 .0 .0 .0 .0 .0 .1

333

243

228

134

64

35

19

11

6.4

3.6

1.9

.80

.29

.01

.01

.00

.00

.00

Lat 39°15’45”, long 86°14’55”, in SW1/4NW1/4 sec.31, T.10 N., R.3 E., Brown County, Hydrologic Unit

 05120202, on right bank 25 ft upstream from bridge on State Highway 135; 0.3 mi south of Beanblossom, 2.7 mi

 upstream from North Fork Beanblossom Creek, and at mile 42.1.

14.6 mi2.

October 1951 to September 1993 (discontinued).

16.0 ft3/s.

0.00 ft3/s.

0.6 0.9 1.3

.0 .0 .0

.0 .0 .0

.1 .2 .3

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 149

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03355000 BEAR CREEK NEAR TREVLAC, INDIANA

0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.8

.0 .0 .0 .0 .0 .0 .1 .2

.0 .0 .0 .0 .0 .0 .0 .1

.0 .0 .0 .0 .0 .0 .0 .1

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

135

111

104

63

30

16

7.2

4.0

2.2

1.2

.46

.21

.09

.01

.00

.00

.00

.00

Lat 39°16’40”, long 86°20’45”, in NE1/4NE1/4 sec.30, T.10 N., R.2 E., Brown County, Hydrologic Unit

05120202, on left bank 15 ft west of Bear Creek Road, 100 ft upstream from Slippery Elm Shoot Road ford, 1.1 mi northwest of

Trevlac, and 1.3 mi upstream from mouth.

6.94 mi2.

May 1952 to September 1973 (discontinued).

6.69 ft3/s.

No flow at times most years.

0.0 0.0 0.2

.0 .0 .0

.0 .0 .0

.0 .0 .1

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03356000 BEANBLOSSOM CREEK AT DOLAN, INDIANA

9.5 9.7 11 13 14 16 18 25

3.9 4.9 6.3 8.2 10 11 13 16

2.1 2.8 3.3 6.1 8.3 9.4 11 13

.4 1.3 2.8 3.3 5.8 5.9 6.7 11

.2 .9 2.1 2.9 3.8 4.3 5.2 9.1

1710

1300

1210

821

421

229

110

63

37

26

22

19

16

13

11

6.5

4.4

3.6

Lat 39°14’30”, long 86°29’57”, in NW1/4SW1/4 sec.2, T.9 N., R.1 W., Monroe County, Hydrologic Unit

05120202, on downstream side of pier of highway bridge at Dolan, 5.8 mi northeast of Bloomington, 8.2 mi downstream from

Lake Lemon, and 21.5 mi upstream from mouth.

100 mi2.

April 1946 to September 1978 (discontinued).

111 ft3/s.

0.00 ft3/s.

13 15 17

2.9 3.0 4.6

7.3 8.3 8.6

11 12 12

WABASH RIVER BASIN

Flow regulated by Lake Lemon 8.2 miles upstream. Low-flow statistics calculated for the regulated period, 1953 to 1978.

150
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03357000 WHITE RIVER AT SPENCER, INDIANA

355 362 373 392 429 512 672 874

257 262 269 282 307 351 434 544

215 219 226 236 259 291 350 437

184 189 195 203 225 250 295 369

154 159 164 171 193 212 245 310

30300

24800

24100

18300

11500

6910

3910

2700

1930

1410

1030

731

544

404

331

277

236

201

Lat 39°16’49”, long 86°45’42”, in NE1/4NE1/4 sec.29, T.10 N., R. 3 W., Owen County, Hydrologic Unit

 05120202, on right bank at downstream side of county road bridge at the south edge of Spencer, 3.3 mi upstream

 from McBrides Creek, and at mile 165.9.

2,980 mi2.

July 1925 to September 1971 (discharge), October 1971 to current year (gage heights only).

2,961 ft3/s.

135 ft3/s.

507 593 731

280 291 306

223 232 244

319 330 354

ILLINOIS RIVER BASIN

Natural flow of stream affected by storage reservoirs.
152 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03357350 PLUM CREEK NEAR BAINBRIDGE, INDIANA

0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.0

.0 .0 .0 .0 .0 .0 .0 .3

.0 .0 .0 .0 .0 .0 .0 .1

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

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

71

52

49

31

14

7.8

4.1

2.5

1.6

1.1

.64

.30

.10

.02

.01

.00

.00

.00

Lat 39°45’42”, long 86°43’46”, in SW1/4SE1/4 sec.3, T.15 N., R.3 W., Putnam County, Hydrologic Unit

 05120203, on right upstream wingwall of bridge on U.S. Highway 36, 0.5 mi west of Groveland, and 4.5 mi east

 of Bainbridge.

3.00 mi2.

July 1969 to current year.

3.66 ft3/s.

0.00 ft3/s.

0.1 0.1 0.2

.0 .0 .0

.0 .0 .0

.1 .1 .1

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 153

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03357500 BIG WALNUT CREEK NEAR REELSVILLE, INDIANA

18 18 19 22 25 35 61 104

7.8 8.3 8.9 10 12 16 28 49

3.5 4.2 4.5 4.8 5.6 7.6 14 28

2.2 2.8 3.3 3.6 4.7 5.3 12 20

1.4 2.1 2.5 3.1 4.6 5.2 9.8 19

5140

4040

3810

2430

1280

782

440

294

212

152

106

72

45

24

15

8.5

5.6

4.5

Lat 39°32’11”, long 86°58’35”, in NW1/4SW1/4 sec.28, T.13 N., R.5 W., Putnam County, Hydrologic Unit

05120203, on left bank at downstream side of county highway bridge, 1.5 mi southwest of Reelsville, and 4.1 mi upstream from

Mill Creek.

326 mi2.

July 1949 to current year.

356 ft3/s.

1.4 ft3/s.

67 74 84

9.1 9.4 11

4.3 4.4 4.6

18 20 24

WABASH RIVER BASIN

Flow partly regulated by U.S. Soil Conservation Service control structures on tributaries to Little Walnut Creek beginning in 1971. Published as Eel River near Reelsville, October 1952 to September 1956.
154 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03358000 MILL CREEK NEAR CATARACT, INDIANA

6.8 6.9 7.5 8.7 10 15 34 66

2.5 2.6 3.0 3.5 4.6 6.5 13 27

1.2 1.4 1.7 2.0 3.0 4.2 7.7 16

.6 .8 1.0 1.2 2.1 2.9 5.0 11

.1 .1 .2 .2 .7 1.9 3.1 6.3

4500

3520

3410

2420

1220

600

285

179

120

81

53

33

18

8.6

5.5

3.5

2.6

1.8

Lat 39°26’00”, long 86°45’48”, in NE1/4SE1/4 sec.32, T.12 N., R.3 W., Owen County, Hydrologic Unit

 05120203, on left bank at downstream side of bridge on U.S. Highway 231; 3 mi east of Cataract, and at mile

 17.5.

245 mi2.

July 1949 to current year.

267 ft3/s.

0.10 ft3/s.

26 31 37

3.6 4.1 5.0

1.4 1.7 2.2

5.9 8.0 11

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03359000 MILL CREEK NEAR MANHATTAN, INDIANA

6.5 7.2 8.0 10 14 23 54 95

2.1 2.4 2.6 3.4 4.7 7.7 20 43

1.1 1.3 1.4 1.8 2.5 4.0 12 28

.6 .7 .8 1.0 1.4 2.3 7.2 19

.3 .4 .4 .5 .7 1.2 4.1 12

2680

2510

2460

2150

1750

1200

456

214

126

98

73

41

21

8.9

3.5

2.2

1.7

.97

Lat 39°29’16”, long 86°55’30”, in SE1/4SE1/4 sec.11, T.12 N., R.5 W., Putnam County, Hydrologic Unit

05120203, on left bank 0.3 mi upstream from Cagles Mill Dam, 0.4 mi downstream from Cagles Mill Lake, 1.3 mi upstream

from Deer Creek, 5.0 mi south of Manhattan, and at mile 2.3.

294 mi2.

May to September 1931 (fragmentary), October 1938 to current year.

319 ft3/s.

0.00 ft3/s.

19 23 37

2.0 2.3 3.3

1.4 1.7 2.1

4.0 5.6 6.7

WABASH RIVER BASIN

Flow regulated by U.S. Army Corps of Engineers from Cagles Mill Lake since July 1953. Records of daily discharge provided by U.S. Army Corps of Engineers beginning Oct. 1, 1976. Low-flow statistics calculated for the regulated

period, 1953 to 1993.

155
156 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03359500 DEER CREEK NEAR PUTNAMVILLE, INDIANA

0.5 0.5 0.6 0.8 1.3 3.2 7.0 15

.2 .2 .2 .3 .4 1.2 2.4 6.7

.1 .1 .1 .1 .2 .6 1.3 4.4

.1 .1 .1 .1 .1 .4 .8 3.1

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

1320

927

872

485

203

108

59

39

27

18

11

6.1

3.1

1.2

.56

.24

.13

.11

Lat 39°34’04”, long 86°52’00”, in SW1/4NW1/4 sec.16, T.13 N., R.4 W., Putnam County, Hydrologic Unit

05120203, on right bank at downstream side of bridge on State Highway 243; 0.4 mi southwest of Putnamville, 0.4 mi

downstream from small left-bank tributary, and 0.8 mi downstream from Limestone Creek.

59.0 mi2.

October 1954 to September 1965, October 1967 to September 1972 (discontinued).

59.9 ft3/s.

0.00 ft3/s.

5.0 6.8 11

.3 .4 .5

.1 .1 .1

.8 1.1 1.4

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03360000 EEL RIVER AT BOWLING GREEN, INDIANA

46 48 51 57 69 94 175 297

26 27 28 31 35 46 82 145

19 20 21 22 25 31 54 98

15 15 16 17 18 23 38 69

11 11 12 12 13 16 26 47

8190

6580

6250

4350

2980

2300

1620

1060

650

414

273

178

112

60

39

26

22

18

Lat 39°22’58”, long 87°01’14”, in NE1/4NE1/4 sec.24, T.11 N., R.6 W., Clay County, Hydrologic Unit

05120203, on left bank 500 ft downstream from bridge on State Highway 46 at Bowling Green, 0.2 mi downstream

from Jordan Creek, and at mile 38.4.

830 mi2.

January 1931 to current year.

897 ft3/s.

11 ft3/s.

140 157 181

33 36 41

20 21 23

43 50 56

WABASH RIVER BASIN

Flow regulated by Cataract Lake. Low-flow statistics calculated for the regulated period, 1953 to 1993.

157
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03360500 WHITE RIVER AT NEWBERRY, INDIANA

594 605 628 664 742 892 1260 1770

422 429 442 460 500 572 743 1030

357 363 372 385 414 462 569 767

312 318 325 334 356 390 459 598

270 276 281 287 304 325 363 449

39300

33500

32400

25900

17900

11900

7350

5300

3850

2790

2070

1470

1030

674

518

424

382

348

Lat 38°55’39”, long 87°00’41”, in NE1/4NW1/4 sec.30, T.6 N., R.5 W., Greene County, Hydrologic Unit

05120202, on left bank 0.4 mi upstream from bridge on State Highway 57 at Newberry, 1.9 mi downstream from Doans Creek,

and at mile 113.0.

4,688 mi2.

September 1928 to current year.

4,847 ft3/s.

200 ft3/s.

1290 1490 1680

552 579 622

370 380 392

493 524 590

WABASH RIVER BASIN

 Flow regulated by upstream reservoirs. Low-flow statistics are calculated for the regulated period, 1943 to 1993.

158
Low-Flow Characteristics for Continuous-Record Stations in Indiana 159

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03361000 BIG BLUE RIVER AT CARTHAGE, INDIANA

44 45 47 48 51 56 68 90

31 31 33 34 37 41 48 61

25 25 27 28 31 36 41 50

20 21 22 24 27 32 37 43

16 17 18 20 24 28 33 36

2150

1690

1600

1090

641

406

245

180

142

116

95

77

63

50

41

33

30

25

Lat 39°44’38”, long 85°34’33”, in SW1/4SW1/4 sec.18, T.15 N., R.9 E., Rush County, Hydrologic Unit

05120204, on right bank 300 ft upstream from highway bridge, 0.5 mi northwest of Carthage, 2.2 mi downstream

from Three Mile Creek, and at mile 50.7.

184 mi2.

October 1950 to current year.

202 ft3/s.

17 ft3/s.

65 73 77

32 33 35

28 29 32

40 43 45

WABASH RIVER BASIN

Flow partly regulated by Big Blue River Conservancy District control structures on tributaries to Big Blue River beginning in 1969. Prior to October 1961, published as Blue River at Carthage.
160 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03361500 BIG BLUE RIVER AT SHELBYVILLE, INDIANA

62 63 66 69 76 88 117 173

44 45 47 50 54 60 74 104

38 39 40 43 46 50 60 79

34 34 36 38 41 44 52 63

30 31 32 34 36 39 44 49

5370

4310

4080

2840

1660

1020

593

416

312

239

181

134

100

73

58

46

42

40

Lat 39°31'45", long 85°46'55", in SE1/4SE1/4 sec.31, T.13 N., R.7 E., Shelby County, Hydrologic Unit

 05120204, on left bank 0.2 mi downstream from bridge on State Highway 9 in Shelbyville, 0.6 mi downstream from

 Little Blue River, and at mile 23.9.

421 mi2.

September 1943 to current year.

468 ft3/s.

27 ft3/s.

121 143 155

47 50 53

40 42 45

64 67 73

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 161

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03361650 SUGAR CREEK AT NEW PALESTINE, INDIANA

6.4 6.6 7.3 8.1 9.6 12 22 38

3.8 4.0 4.5 4.9 5.6 6.8 11 21

2.9 3.1 3.5 3.8 4.3 5.2 8.0 15

2.3 2.5 2.8 3.1 3.5 4.2 6.2 11

1.8 1.9 2.3 2.4 2.8 3.3 4.7 8.1

1110

920

887

687

402

246

134

90

65

49

36

25

16

9.8

6.9

4.5

3.7

3.2

Lat 39°42’51”, long 85°53’08”, in SE1/4SW1/4 sec.29, T.15 N., R.6 E., Hancock County, Hydrologic Unit

 05120204, on left bank 10 ft downstream from bridge on County Road 450 West, 0.5 mi south of New Palestine,

 3.1 mi upstream from Little Sugar Creek, and 37.3 mi upstream from mouth.

93.9 mi2.

October 1967 to current year.

103 ft3/s.

2.4 ft3/s.

18 19 21

4.3 4.7 5.5

3.3 3.7 4.2

10 12 13

WABASH RIVER BASIN

None.
162 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03361850 BUCK CREEK AT ACTON, INDIANA

2.6 3.2 4.3 5.3 6.6 9.0 16 29

1.4 1.9 2.7 3.3 4.0 5.0 8.1 15

1.0 1.4 2.2 2.6 3.1 3.8 5.8 11

.8 1.2 1.8 2.2 2.6 3.0 4.5 8.6

.6 .9 1.5 1.8 2.1 2.4 3.4 6.4

1450

1150

1080

690

379

213

108

70

48

34

24

16

10

6.1

4.2

2.9

2.1

1.7

Lat 39°39’25”, long 85°57’27”, in NW1/4SE1/4 sec.15, T.14 N., R.5 E., Marion County, Hydrologic Unit

 05120204, on left bank 30 ft downstream from McGregor Road bridge, 0.5 mi east of Acton, and 4.1 mi upstream

 from mouth.

78.8 mi2.

October 1967 to current year.

93.0 ft3/s.

0.60 ft3/s.

9.4 11 13

2.2 2.9 3.4

1.5 2.3 2.9

5.3 7.0 7.8

WABASH RIVER BASIN

Low flow is affected by regulation.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 163

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03362000 YOUNGS CREEK NEAR EDINBURGH, INDIANA

2.9 3.1 3.4 3.8 4.5 6.2 12 23

1.6 1.7 2.0 2.2 2.7 3.6 5.7 11

1.1 1.3 1.5 1.7 2.1 2.8 4.0 6.9

.9 1.0 1.3 1.4 1.8 2.4 3.1 4.8

.7 .8 1.0 1.2 1.5 2.0 2.4 3.2

1730

1280

1210

805

437

247

125

78

52

35

23

14

7.7

4.5

3.3

2.3

1.9

1.6

Lat 39°25’08”, long 86°00’18”, in SE1/4SW1/4 sec.5, T.11 N., R.5 E., Johnson County, Hydrologic Unit

05120204, on left bank at upstream side of county highway bridge, 0.5 mi southwest of Amity, 2.0 mi upstream from mouth, and

5 mi northwest of Edinburgh.

107 mi2.

October 1942 to current year.

107 ft3/s.

0.50 ft3/s.

12 15 19

1.9 2.2 2.6

1.4 1.7 1.8

3.6 4.2 5.3

WABASH RIVER BASIN

Prior to December 1942, monthly discharge only. Prior to October 1977, published as “near Edinburg."
164 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03362500 SUGAR CREEK NEAR EDINBURGH, INDIANA

37 38 40 43 48 56 85 137

24 25 26 27 30 34 48 74

19 19 20 22 24 27 37 55

16 16 17 19 20 23 30 42

13 13 14 15 16 19 24 32

6140

4920

4760

3540

1980

1170

625

405

287

208

147

101

70

46

35

26

23

20

Lat 39°21’39”, long 85°59’51”, in SW1/4SE1/4 sec.29, T.11 N., R.5 E., Johnson County, Hydrologic Unit

 05120204, on left bank 50 ft upstream from highway bridge at Camp Atterbury, 1.3 mi upstream from confluence

 with Blue River, 1.5 mi northwest of Edinburgh, and at mile 1.3.

474 mi2.

October 1942 to current year.

498 ft3/s.

9.2 ft3/s.

94 110 123

29 31 34

20 21 22

41 43 50

WABASH RIVER BASIN

Prior to February 1943, monthly discharge only. Prior to October 1977, published as “near Edinburg."
Low-Flow Characteristics for Continuous-Record Stations in Indiana 165

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03363000 DRIFTWOOD RIVER NEAR EDINBURGH, INDIANA

143 146 151 158 170 193 263 392

104 105 109 114 121 134 168 237

89 90 94 98 103 115 138 183

79 80 83 88 92 102 119 149

70 71 73 78 81 92 103 118

12500

10000

9640

7040

4360

2720

1580

1090

782

582

432

311

228

163

134

110

102

91

Lat 39°20’21”, long 85°59’11”, in NW1/4SW1/4 sec.4, T.10 N., R.5 E., Bartholomew County, Hydrologic Unit

 05120204, on left bank at downstream side of highway bridge, 0.8 mi downstream from confluence of Big Blue

 River and Sugar Creek, 1.5 mi southwest of Edinburgh, and at mile 14.1.

1,060 mi2.

October 1940 to September 1991 (discontinued).

1,187 ft3/s.

38 ft3/s.

301 354 390

112 118 128

83 86 90

149 155 171

WABASH RIVER BASIN

Prior to July 1941, monthly discharge only. Prior to October 1977, published as “near Edinburg."
166 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03363500 FLATROCK RIVER AT ST. PAUL, INDIANA

9.0 9.6 11 13 15 22 42 81

3.2 3.5 4.1 5.1 6.5 9.7 18 37

1.8 2.0 2.3 3.1 4.1 6.4 12 24

1.1 1.2 1.4 2.0 2.8 4.6 8.3 16

.6 .7 .8 1.2 1.8 3.2 5.6 10

4300

3260

3020

2130

1260

766

427

277

191

132

87

51

29

16

9.6

5.0

2.9

2.1

Lat 39°25’03”, long 85°38’03”, in SE1/4NE1/4 sec.9, T.11 N., R.8 E., Shelby County, Hydrologic Unit

 05120205, on right bank 500 ft downstream from highway bridge, 0.8 mi southwest of St. Paul, 1.5 mi downstream

 from Mill Creek, and at mile 34.4.

303 mi2.

October 1930 to current year.

321 ft3/s.

0.60 ft3/s.

41 49 63

3.5 4.1 5.8

2.5 2.9 3.4

18 21 23

WABASH RIVER BASIN

Prior to October 1958, published as Flatrock Creek at St. Paul.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 167

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03363900 FLATROCK RIVER AT COLUMBUS, INDIANA

55 56 58 62 68 80 125 220

36 36 38 39 42 46 64 117

29 30 31 31 33 36 47 82

25 25 26 26 27 29 36 60

21 21 22 22 22 24 27 41

6170

4680

4510

3360

2070

1350

791

563

421

317

235

164

103

61

45

36

31

28

Lat 39°14’06”, long 85°55’36”, in NE1/4SW1/4 sec.12, T.9 N., R.5 E., Bartholomew County, Hydrologic Unit

05120205, on left bank at downstream side of bridge on U.S. Highway 31; 0.2 mi northwest of Columbus city limits, and 2.6 mi

upstream from mouth.

534 mi2.

October 1967 to current year.

591 ft3/s.

22 ft3/s.

139 146 162

39 40 44

30 31 32

69 73 79

WABASH RIVER BASIN

 None.
168 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03364000 EAST FORK WHITE RIVER AT COLUMBUS, INDIANA

215 221 230 241 262 298 406 616

151 154 159 166 177 197 249 362

127 129 133 138 146 164 199 275

111 112 115 119 125 143 168 219

96 96 98 102 106 124 141 171

19900

15800

15200

11200

6430

4250

2490

1720

1280

956

699

498

357

253

201

156

137

122

Lat 39°12’00”, long 85°55’32”, in NE1/4NW1/4 sec.25, T.9 N., R.5 E., Bartholomew County, Hydrologic Unit

 05120205, on left bank at abutment of abandoned bridge at west end of Second Street in Columbus, 0.6 mi

 downstream from confluence of Driftwood River and Flatrock River, 1.3 mi upstream from Haw Creek, and at

 mile 238.7.

1,707 mi2.

October 1947 to current year.

1,861 ft3/s.

87 ft3/s.

456 539 588

170 178 190

131 135 141

229 242 265

WABASH RIVER BASIN

Prior to January 1948, monthly discharge only.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 169

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03364200 HAW CREEK NEAR CLIFFORD, INDIANA

1.5 1.5 1.7 1.9 2.4 3.4 6.4 14

.7 .8 .8 1.0 1.2 1.6 2.8 6.6

.5 .6 .6 .7 .8 1.1 1.9 4.5

.4 .4 .5 .6 .6 .8 1.4 3.2

.3 .4 .4 .4 .4 .6 1.0 2.2

876

640

595

353

180

109

59

39

28

20

14

8.1

4.4

2.4

1.5

.89

.71

.56

Lat 39°16’04”, long 85°51’22”, in NW1/4SW1/4 sec.34, T.10 N., R.6 E., Bartholomew County, Hydrologic Unit

 05120205, on left bank 20 ft downstream from bridge on County Road 450 North, 1.2 mi southeast of Clifford,

 5.8 mi northeast of Columbus, and 7.6 mi upstream from mouth.

47.5 mi2.

August 1967 to September 1991 (discontinued).

49.6 ft3/s.

0.00 ft3/s.

7.4 8.3 9.2

.9 1.2 1.2

.4 .6 .7

2.1 2.4 2.9

WABASH RIVER BASIN

None.
170 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03364500 CLIFTY CREEK AT HARTSVILLE, INDIANA

0.1 0.1 0.2 0.4 0.9 2.4 9.1 25

.0 .0 .0 .0 .0 .4 1.4 6.6

.0 .0 .0 .0 .0 .0 .2 2.5

.0 .0 .0 .0 .0 .0 .0 1.0

.0 .0 .0 .0 .0 .0 .0 .3

1760

1210

1150

746

369

221

117

71

47

31

19

9.4

3.7

.78

.01

.00

.00

.00

Lat 39°16’25”, long 85°42’10”, in NW1/4NW1/4 sec.36, T.10 N., R.7 E., Bartholomew County, Hydrologic Unit

 05120206, at downstream side of left abutment of county highway bridge, 0.2 mi north of Hartsville, 5.9 mi

 upstream from Duck Creek, and at mile 20.0.

91.4 mi2.

February 1948 to current year.

96.8 ft3/s.

0.00 ft3/s.

8.0 9.8 12

.0 .0 .0

.0 .0 .0

1.0 1.7 2.2

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 171

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03365000 SAND CREEK NEAR BREWERSVILLE, INDIANA

1.6 1.7 2.0 2.8 4.5 9.0 19 37

.3 .4 .4 .4 1.0 1.7 5.5 14

.0 .0 .0 .0 .0 .5 2.7 7.7

.0 .0 .0 .0 .0 .1 .86 2.9

.0 .0 .0 .0 .0 .0 .54 2.1

3060

2340

2150

1450

737

380

189

114

77

49

30

18

9.4

3.8

1.6

.11

.01

.00

Lat 39°05’03”, long 85°39’32”, in NW1/4NE1/4 sec.5, T.7 N., R.8 E., Jennings County, Hydrologic Unit

05120206, on left bank at downstream side of county highway bridge, 2.5 mi west of Brewersville, 5.7 mi upstream from

Wyaloosing Creek, and 16.0 mi upstream from mouth.

155 mi2.

February 1948 to September 1986 (discontinued).

173 ft3/s.

No flow at times.

12 14 17

.5 .5 .8

.0 .0 .0

3.9 4.9 6.8

WABASH RIVER BASIN

None.
172 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03365500 EAST FORK WHITE RIVER AT SEYMOUR, INDIANA

268 275 285 295 317 369 502 755

189 196 202 209 222 246 304 434

160 167 172 177 189 205 242 325

141 147 151 157 168 179 203 256

122 129 132 138 149 156 169 196

27700

22500

21700

15100

9310

5640

3300

2260

1640

1210

879

602

414

297

236

198

178

163

Lat 38°58’57”, long 85°53’57”, in NW1/4NE1/4 sec.7, T.6 N., R.6 E., Jackson County, Hydrologic Unit

 05120206, on left bank 1,700 ft downstream from highway bridge, 1 mi north of Seymour, 9.5 mi downstream from

 Sand Creek, and at mile 214.6.

2,341 mi2.

October 1927 to current year.

2,486 ft3/s.

86 ft3/s.

505 547 648

212 220 235

171 175 181

253 268 292

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 173

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03366000 GRAHAM CREEK NEAR VERNON, INDIANA

0.0 0.0 0.0 0.1 0.4 1.0 4.1 14

.0 .0 .0 .0 .0 .1 .6 3.6

.0 .0 .0 .0 .0 .0 .1 1.5

.0 .0 .0 .0 .0 .0 .0 .6

.0 .0 .0 .0 .0 .0 .0 .2

2120

1590

1500

968

417

189

78

43

26

15

8.7

4.2

1.5

.33

.02

.00

.00

.00

Lat 38°55’47”, long 85°33’45”, in NW1/4SE1/4 sec.30, T.6 N., R.9 E., Jennings County, Hydrologic Unit

05120207, on right bank 10 ft upstream from State Highway 7; 4.7 mi southeast of Vernon, and 8.0 mi downstream from Little

Graham Creek.

77.2 mi2.

June 1955 to September 1973.

93.2 ft3/s.

No flow at times most years.

2.0 2.7 4.8

.0 .0 .0

.0 .0 .0

1.0 1.6 2.3

WABASH RIVER BASIN

 None.
174 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03366200 HARBERTS CREEK NEAR MADISON, INDIANA

0.0 0.0 0.0 0.1 0.2 0.5 1.3 2.9

.0 .0 .0 .0 .0 .2 .6 1.4

.0 .0 .0 .0 .0 .1 .4 1.1

.0 .0 .0 .0 .0 .1 .3 .7

.0 .0 .0 .0 .0 .0 .3 .5

283

218

207

129

60

27

12

6.6

4.1

2.5

1.5

.83

.38

.10

.02

.00

.00

.00

Lat 38°46’55”, long 85°29’08”, in SW1/4SE1/4 sec.14, T.4 N., R.9 E., Jefferson County, Hydrologic Unit

 05120207, attached to left downstream wingwall of bridge on County Road 533 West, 0.2 mi west of Smyrna,

 3.7 mi upstream from Big Creek, and 4 mi northwest of Madison.

9.31 mi2.

August 1968 to current year.

13.0 ft3/s.

No flow at times most years.

0.4 0.6 0.7

.0 .0 .0

.0 .0 .0

.2 .4 .6

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 175

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03366500 MUSCATATUCK RIVER NEAR DEPUTY, INDIANA

1.2 1.3 1.6 2.3 3.5 9.7 27 67

.2 .2 .3 .3 .5 1.3 6.0 22

.0 .0 .0 .0 .1 .3 2.2 11

.0 .0 .0 .0 .0 .0 .9 6.0

.0 .0 .0 .0 .0 .0 .3 2.7

7100

5570

5220

3160

1490

740

343

203

123

75

45

24

11

3.3

.84

.13

.06

.03

Lat 38°48’15”, long 85°40’26”, in SW1/4NE1/4 sec.7, T.4 N., R.8 E., Jefferson County, Hydrologic Unit

 05120207, on left bank at downstream side of highway bridge, 1.4 mi northwest of Deputy, 1.9 mi upstream from

 Coffee Creek, 2.4 mi downstream from confluence of Graham Creek and Big Creek, and at mile 50.0.

293 mi2.

November 1947 to current year.

349 ft3/s.

No flow at times most years.

17 20 27

.3 .4 .6

.0 .0 .0

3.5 4.8 6.4

WABASH RIVER BASIN

None.
176 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03368000 BRUSH CREEK NEAR NEBRASKA, INDIANA

0.0 0.0 0.0 0.0 0.0 0.2 1.0 2.1

.0 .0 .0 .0 .0 .0 .2 .9

.0 .0 .0 .0 .0 .0 .1 .5

.0 .0 .0 .0 .0 .0 .0 .3

.0 .0 .0 .0 .0 .0 .0 .2

335

245

227

144

56

24

9.6

5.7

3.5

2.1

1.2

.59

.19

.01

.00

.00

.00

.00

Lat 39°04’13”, long 85°29’10” in NW1/4NE1/4 sec.11, T.7 N., R.9 E., Jennings County, Hydrologic Unit

 05120207, on right bank at downstream side of county road bridge, 1.5 mi northwest of Nebraska, 2.9 mi

 northeast of Butlerville, and 3.6 mi upstream from Brush Creek Dam.

11.4 mi2.

May 1955 to current year.

13.3 ft3/s.

No flow at times most years.

0.4 0.5 0.7

.0 .0 .0

.0 .0 .0

.1 .1 .2

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

03369000 VERNON FORK MUSCATATUCK RIVER NEAR BUTLERVILLE, INDIANA

0.5 0.6 0.7 0.9 1.7 3.5 8.8 18

.2 .2 .3 .4 .7 1.3 3.3 7.3

.1 .1 .2 .3 .4 .8 1.9 4.4

.0 .0 .2 .2 .3 .5 1.2 2.8

.0 .0 .0 .0 .2 .3 .7 1.6

2130

1580

1500

855

386

187

86

52

33

20

12

6.1

3.0

1.3

.60

.38

.28

.21

Lat 39°02’55”, long 85°32’40”, in NW1/4SE1/4 sec.17, T.7 N., R.9 E., Jennings County, Hydrologic Unit

05120207, on left bank 0.3 mi downstream from Muscatatuck State School dam, 1.1 mi downstream from Brush Creek,

2 mi northwest of Butlerville, and at mile 50.6.

85.9 mi2.

February 1942 to current year.

94.3 ft3/s.

0.00 ft3/s.

4.4 5.6 7.3

.3 .4 .6

.1 .2 .3

1.3 1.6 2.0

WABASH RIVER BASIN

Water supply for the Muscatatuck State School is diverted and the sewage effluent returned above station. Flow regulated by Brush Creek Reservoir. Low-flow statistics are calculated for the regulated period, 1943 to 1993. Prior to October

1960, published as North Fork of Vernon Fork near Butlerville.

177
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03369500 VERNON FORK MUSCATATUCK RIVER AT VERNON, INDIANA

1.0 1.2 1.5 2.1 3.6 7.8 21 41

.3 .4 .5 .8 1.1 1.9 5.8 16

.2 .2 .2 .4 .6 .8 2.7 9.7

.0 .0 .1 .2 .3 .4 1.3 6.1

.0 .0 .0 .0 .0 .1 .6 3.6

4650

3410

3250

2070

962

463

208

121

76

47

28

15

6.4

2.6

1.2

.50

.21

.11

Lat 38°58’34”, long 85°37’13”, in NW1/4SE1/4 sec.10, T.6 N., R.8 E., Jennings County, Hydrologic Unit

05120207, at downstream end of left bank bridge pier, 1 mi southwest of Vernon, 3.1 mi downstream from Otter

Creek, and at mile 36.4.

198 mi2.

October 1939 to current year.

221 ft3/s.

0.00 ft3/s.

9.8 12 18

.3 .4 .6

.2 .4 .5

2.8 3.6 4.6

WABASH RIVER BASIN

Diversion above station for municipal water supply of North Vernon and Vernon. Part of this diverson returned above gage as sewage effluent by North Vernon Sewage Treatment Plant. Some regulation at times at low flow by Old Timbers

Lake on Jefferson Proving Grounds and Brush Creek Reservoir.

178
Low-Flow Characteristics for Continuous-Record Stations in Indiana 179

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03371500 EAST FORK WHITE RIVER NEAR BEDFORD, INDIANA

430 432 443 460 499 595 831 1280

287 294 306 316 336 374 482 734

234 244 258 265 279 303 375 551

199 211 226 232 243 259 310 435

166 181 197 202 210 220 255 334

35800

29000

27700

21000

14300

10100

6020

4040

2850

2070

1500

1040

680

471

368

288

257

241

Lat 38°46’10”, long 86°24’30”, in SW1/4NE1/4 sec.21, T.4 N., R.1 E., Lawrence County, Hydrologic Unit

 05120208, on downstream side of center pier of bridge on county road, 0.4 mi upstream from Mill Creek, 2.9 mi

 downstream from Sugar Creek, 3.9 mi northeast of Mitchell, 7.8 mi southeast of Bedford, and at mile 153.3.

3,861 mi2.

May 1939 to current year (high-water records only October 1943 to September 1957).

4,034 ft3/s.

138 ft3/s.

848 950 1070

365 377 404

252 265 272

369 396 437

WABASH RIVER BASIN

None.
180 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03371520 BACK CREEK AT LEESVILLE, INDIANA

0.0 0.0 0.1 0.2 0.4 1.4 4.5 8.0

.0 .0 .0 .0 .1 .3 1.2 2.9

.0 .0 .0 .0 .0 .1 .6 1.6

.0 .0 .0 .0 .0 .0 .2 .6

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

553

411

393

254

131

74

39

25

15

9.5

5.1

2.8

1.3

.37

.11

.01

.00

.00

Lat 38°50’48”, long 86°18’06”, in SW1/4SE1/4 sec.21, T.5 N., R.2 E., Lawrence County, Hydrologic Unit

 05120208, on left bank at downstream side of county road bridge, 0.9 mi west of Leesville, 2.5 mi upstream from

 Jones Defeat Hollow, and 7 mi above mouth.

24.1 mi2.

October 1970 to current year.

32.3 ft3/s.

0.00 ft3/s.

1.3 1.6 2.2

.0 .0 .0

.0 .0 .0

.8 1.0 1.3

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 181

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03371600 SOUTH FORK SALT CREEK AT KURTZ, INDIANA

0.0 0.0 0.0 0.0 0.0 0.2 0.7 2.8

.0 .0 .0 .0 .0 .0 .0 1.2

.0 .0 .0 .0 .0 .0 .0 .4

.0 .0 .0 .0 .0 .0 .0 .1

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

1230

740

690

389

160

79

35

17

8.4

4.1

1.7

.52

.04

.01

.00

.00

.00

.00

Lat 38°57’46”, long 86°12’12”, in SW1/4SW1/4 sec.9, T.6 N., R.3 E., Jackson County, Hydrologic Unit

05120208, on right bank at downstream side of county road bridge, at north edge of Kurtz, 0.8 mi upstream from right-bank

tributary, and 6.1 mi upstream from Little Salt Creek.

38.2 mi2.

October 1960 to September 1971.

39.9 ft3/s.

No flow at times most years.

0.6 0.9 1.5

.0 .0 .0

.0 .0 .0

.0 .0 .2

WABASH RIVER BASIN

None.
182 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03371650 NORTH FORK SALT CREEK AT NASHVILLE, INDIANA

0.3 0.3 0.3 0.4 0.6 1.3 4.5 12

.0 .0 .0 .0 .0 .2 1.2 2.7

.0 .0 .0 .0 .0 .0 .3 1.3

.0 .0 .0 .0 .0 .0 .0 1.0

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

1700

1190

1100

606

328

183

92

53

29

16

7.9

3.9

1.7

.46

.09

.00

.00

.00

Lat 39°12’06”, long 86°14’51”, in NW1/4SW1/4 sec.19, T.9 N., R.3 E., Brown County, Hydrologic Unit

05120208, on right bank 90 ft downstream from bridge on State Highway 46; 800 ft downstream from Greasy Creek, 0.4 mile

south of center of Nashville, and at mile 32.5.

76.1 mi2.

July 1962 to September 1976 (discontinued).

78.9 ft3/s.

No flow at times most years.

4.9 5.6 6.8

.0 .1 .1

.0 .0 .0

.0 .2 .4

WABASH RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 183

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03372000 NORTH FORK SALT CREEK NEAR BELMONT, INDIANA

0.2 0.2 0.3 0.5 0.6 1.2 4.5 13

.0 .0 .0 .0 .1 .2 .8 3.6

.0 .0 .0 .0 .0 .1 .2 1.6

.0 .0 .0 .0 .0 .0 .1 .8

.0 .0 .0 .0 .0 .0 .0 .3

2670

2000

1890

1260

543

273

134

78

42

23

12

5.7

2.6

.53

.13

.06

.03

.01

Lat 39°09’00”, long 85°20’14”, in SW1/4NW1/4 sec.5, T.8 N., R.2 E., Brown County, Hydrologic Unit

05120208, on right bank 15 ft downstream from bridge on State Highway 46; 100 ft upstream Schooner Creek, 0.7 mi northeast

of Belmont, 6.5 mi upstream from Brummett Creek, and 20 mi upstream from mouth.

120 mi2, includes that of Schooner Creek.

April 1946 to September 1971 (discontinued).

130 ft3/s.

No flow at times most years.

7.5 9.0 12

.1 .2 .3

.0 .0 .0

.3 .6 .8

WABASH RIVER BASIN

None.
184 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03372300 STEPHENS CREEK NEAR BLOOMINGTON, INDIANA

0.1 0.1 0.1 0.1 0.2 0.4 1.2 2.9

.0 .0 .0 .0 .0 .0 .3 1.1

.0 .0 .0 .0 .0 .0 .1 .3

.0 .0 .0 .0 .0 .0 .1 .2

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

233

184

172

110

60

34

18

11

6.5

3.9

2.2

1.2

.47

.14

.04

.01

.00

.00

Lat 39°10’11”, long 86°25’07”, in NE1/4NW1/4 sec.4, T.8 N., R.1 E., Monroe County, Hydrologic Unit

 05120208, on downstream side of right pier of bridge on State Highway 46, 0.2 mi downstream from Kerr Creek,

 4.0 mi west of Belmont, and 6.1 mi east of Bloomington.

10.9 mi2.

October 1970 to September 1991 (discontinued).

14.0 ft3/s.

No flow at times most years.

0.6 0.7 1.0

.0 .0 .0

.0 .0 .0

.2 .3 .4

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana 185

03372500 SALT CREEK NEAR HARRODSBURG, INDIANA

48 49 50 50 52 53 56 106

37 43 44 45 46 46 47 64

29 38 40 41 42 44 46 51

22 34 36 37 39 44 45 48

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

 2480

 2410

 2390

 2210

 2000

 1780

 1060

 453

 221

 124

 60

 56

 53

 49

 46

 44

 43

 37

Lat 39°00’16”, long 86°30’31”, in NE1/4NW1/4 sec.34, T.7 N., R.1 W., Monroe County, Hydrologic Unit

 05120208, on right bank 0.35 mile downstream from Monroe Lake, 0.9 mile upstream from Clear Creek, 2.2 mile

 southeast of Harrodsburg, and 25.7 mile upstream from mouth.

432 mi2 .

May 1955 to current year.

484 ft3/s.

0.00 ft3/s.

43 44 58

46 46 46

39 41 42

43 48 48

WABASH RIVER BASIN

Flow regulated by U.S. Army Corps of Engineers from Monroe Lake since April 1966. Records of daily discharge provided by U.S. Army Corps of Engineers beginning Oct. 1, 1976. Low-flow statistics are calculated for the regulated period,

1967 to 1993.
186 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03372700 CLEAR CREEK NEAR HARRODSBURG, INDIANA

8.9 9.5 10 11 13 16 21 26

6.9 7.7 8.6 9.3 11 12 14 18

6.0 6.8 7.7 8.3 9.3 9.8 11 14

5.4 6.2 7.1 7.5 8.3 8.3 9.0 12

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

1250

811

750

453

237

149

83

55

39

30

23

18

15

12

9.7

8.5

8.1

7.5

Lat 39°02’03”, long 86°34’01”, in NE1/4NW1/4 sec.19, T.7 N., R.1 W., Monroe County, Hydrologic Unit

05120208, on left bank at downstream side of county road bridge, 1.9 mi northwest of Harrodsburg, 3.9 mi upstream from Little

Clear Creek, and 5.1 mi upstream from mouth.

55.2 mi2, of which 6.4 mi2 does not contribute directly to surface runoff.

September 1960 to September 1971 (discontinued).

72.0 ft3/s.

5.4 ft3/s.

17 19 21

8.5 9.9 12

7.5 8.1 8.5

8.2 9.4 10

WABASH RIVER BASIN

Flow regulated by effluent from sewage treatment plant of the city of Bloomington and possibly by pumpage from several rock quarries.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 187

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03373200 INDIAN CREEK NEAR SPRINGVILLE, INDIANA

0.5 0.5 0.6 1.0 1.6 2.7 4.7 8.9

.1 .2 .2 .2 .3 .4 1.1 3.8

.0 .0 .0 .0 .0 .0 .5 2.3

.0 .0 .0 .0 .0 .0 .2 1.5

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

1280

952

881

445

214

119

58

34

20

12

7.1

4.0

2.3

.88

.31

.09

.04

.02

Lat 38°57’01”, long 86°40’30”, in SE1/4SW1/4 sec.18, T.6 N., R.2 W., Lawrence County, Hydrologic Unit

05120208, on left bank at downstream side of bridge on State Highway 54; 0.2 mi downstream from Popcorn Creek, and 4 mi

northwest of Springville.

60.7 mi2.

September 1961 to September 1973 (discontinued).

55.3 ft3/s.

No flow at times some years.

3.8 5.0 6.1

.2 .2 .3

.0 .0 .0

.6 .8 1.2

WABASH RIVER BASIN

None.
188 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03373500 EAST FORK WHITE RIVER AT SHOALS, INDIANA

381 433 464 492 550 678 1010 1580

234 275 319 341 371 431 582 861

180 216 265 287 309 349 441 616

144 176 230 251 268 297 354 464

112 139 197 217 231 251 278 333

45100

38800

37300

29900

20800

14400

8280

5440

3810

2540

1700

1170

787

519

397

313

271

235

Lat 38°39’58”, long 86°47’35”, in SW1/4NW1/4 sec.30, T.3 N., R.3 W., Martin County, Hydrologic Unit

 05120208, on left bank 100 feet downstream of Baltimore and Ohio Railroad bridge, 440 feet downstream from

 U.S. Highway 50 bridge at Shoals, 0.9 mi upstream from Beaver Creek, 6.6 mi downstream from Indian Creek, and

 at mile 105.2

4,927 mi2.

June 1903 to July 1906, October 1908 to September 1916, June 1923 to current year.

5,472 ft3/s.

64 ft3/s.

890 997 1220

349 386 424

222 272 293

368 418 468

WABASH RIVER BASIN

Flow partially regulated by upstream reservoirs.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03373530 LOST RIVER NEAR LEIPSIC, INDIANA

-- -- 1.4 -- -- -- -- --

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

-- -- .5 -- -- -- -- --

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

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

Lat 38°38’11”, long 86°21’55”, in NE1/4SE1/4, sec.2, T.2N., R.1E., Orange County, Hydrologic Unit 05120208,

on left bank 5 ft upstream from bridge on Potato Road, and 2.2 mile south of Leipsic.

35 mi2.

October 1992 to current year.

36.2 ft3/s.

2.9 ft3/s.

WABASH RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 146

10 75

15 60

20 49

25 42

30 37

35 28

40 23

45 20

50 18

55 14

60 12

65 10

70 8.1

75 7.0

80 6.4

85 5.8

90 5.2
190 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03373700 LOST RIVER NEAR WEST BADEN SPRINGS, INDIANA

15 15 16 18 21 29 59 90

9.9 10 11 12 13 17 30 45

8.1 8.5 8.9 9.5 11 13 21 31

7.0 7.3 7.6 8.3 9.3 11 16 23

5.9 6.2 6.5 7.1 8.0 9.1 12 17

3680

2920

2830

2240

1480

907

499

331

216

141

92

59

34

22

16

12

10

8.9

Lat 38°35’10”, long 86°38’03”, in SW1/4SE1/4 sec.21, T.2 N., R.2 W., Orange County, Hydrologic Unit

 05120208, on left bank 20 ft downstream from bridge on U.S. Highway 150; 1.7 mi northwest of West Baden

 Springs, 3.8 mi downstream from Lick Creek, and at mile 34.8.

287 mi2.

December 1964 to September 1993 (discontinued).

355 ft3/s.

5.9 ft3/s.

48 54 64

13 14 15

8.6 9.1 9.7

19 21 23

WABASH RIVER BASIN

Prior to October 1965, published as Lost River near West Baden.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 191

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03374000 WHITE RIVER AT PETERSBURG, INDIANA

1310 1340 1390 1450 1590 1910 2640 3760

901 931 959 995 1070 1230 1590 2200

749 776 799 826 893 994 1230 1660

647 672 690 712 775 844 1010 1310

551 575 589 606 668 710 818 996

88300

76700

74400

61100

42600

29800

18300

12500

8940

6320

4460

3140

2230

1490

1150

931

830

748

Lat 38°30’39”, long 87°17’22”, in SE1/4SW1/4 sec.15, T.1 N., R.8 W., Pike County, Hydrologic Unit 05120202,

 on left bank 300 ft downstream from bridge on State Highway 61, 0.4 mi upstream from Prides Creek, 1.4 mi north

 of Petersburg, and at mile 45.7.

11,125 mi2.

October 1927 to current year.

11,950 ft3/s.

573 ft3/s.

2500 2770 3360

1160 1210 1310

803 826 850

1090 1140 1250

WABASH RIVER BASIN

Flow partially regulated by upstream reservoirs. Published as "at Hazelton" October 1927 to September 1938.
192 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03374455 PATOKA RIVER NEAR HARDINSBURG, INDIANA

0.1 0.2 0.2 0.2 0.3 0.6 2.1 4.3

.0 .0 .0 .0 .1 .2 .4 1.6

.0 .0 .0 .0 .0 .1 .2 .9

.0 .0 .0 .0 .0 .0 .1 .5

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

495

359

340

217

102

53

26

15

9.1

5.3

3.0

1.7

.83

.32

.11

.01

.00

.00

Lat 38°26’41”, long 86°23’14”, in NW1/4SE1/4 sec.10, T.1 S., R.1 E., Orange County, Hydrologic Unit

 05120209, on downstream edge of center pier of county road bridge, 0.3 mi downstream from Fudge Creek, 0.7 mi

 northeast of Valeene, 6.0 mi southwest of Hardinsburg, and at mile 158.0.

12.8 mi2.

October 1968 to current year.

24.0 ft3/s.

0.00 ft3/s.

1.5 1.7 2.2

.0 .0 .0

.0 .0 .0

.6 .7 .8

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana 193

03374500 PATOKA RIVER NEAR CUZCO, INDIANA

23 26 30 35 41 44 51 56

20 21 22 24 25 25 27 29

19 19 19 20 20 20 20 21

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

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

 1520

 1250

 1220

 1060

 787

 549

 338

 206

 148

 95

 53

 35

 31

 25

 23

 22

 21

20

Lat 38°26’31”, long 86°42’51”, in SW1/4SW1/4 sec.11, T.1 S., R.3 W., Dubois County, Hydrologic Unit

 05120209, on right bank 20 ft upstream from bridge on Cuzco Road South, 2.3 mi south of Cuzco, 0.7 mi

 downstream from Patoka Lake, 4.5 mi upstream from Dillon Creek, and at mile 117.8.

170 mi2.

June 1961 to current year.

216 ft3/s.

0.0 ft3/s.

20 22 23

19 19 21

21 21 21

23 23 24

WABASH RIVER BASIN

Flow regulated by U.S. Army Corps of Engineers from Patoka Lake since February 1978. Records of daily discharge provided by U.S. Army Corps of Engineers beginning Oct. 1, 1981. Low-flow statistics are calculated for the regulated

period, 1982 to 1993.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

03375500 PATOKA RIVER AT JASPER, INDIANA

34 38 45 50 59 69 93 115

24 27 31 33 35 37 47 58

21 24 26 28 28 28 34 41

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

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

2210

1920

1890

1580

1230

960

607

399

275

187

126

82

54

39

33

28

25

16

Lat 38°24’49”, long 86°52’36”, in NW1/4SE1/4 sec.20, T.1 S., R.4 W., Dubois County, Hydrologic Unit

05120209, on left bank 0.3 mi upstream from unnamed outlet of Jasper Lake, 1.0 mi downstream from Coon Seitbridge, 1.2 mi

downstream from Beaver Creek, 3.3 mi northeast of Jasper, and at mile 91.5.

262 mi2.

November 1947 to current year.

358 ft3/s.

0.00 ft3/s.

37 40 46

24 28 29

28 28 29

35 35 38

WABASH RIVER BASIN

Flow regulated by Beaver Creek Reservoir beginning Oct. 11, 1955, and by Patoka Lake beginning Feb. 13, 1978. Low-flow statistics are calculated for the regulated period, 1978 to 1993.

194
Low-Flow Characteristics for Continuous-Record Stations in Indiana 195

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03375800 HALL CREEK NEAR ST. ANTHONY, INDIANA

0.0 0.1 0.1 0.2 0.6 1.4 5.2 8.4

.0 .0 .0 .0 .0 .2 1.4 3.9

.0 .0 .0 .0 .0 .1 .6 2.5

.0 .0 .0 .0 .0 .0 .3 1.7

.0 .0 .0 .0 .0 .0 .1 1.1

695

549

512

323

134

66

30

18

12

7.1

4.2

2.3

1.0

.30

.04

.01

.00

.00

Lat 38°21’45”, long 86°49’43”, in NW1/4NW1/4 sec.11, T.2 S., R.4 W., Dubois County, Hydrologic Unit

 05120209, on right bank 10 ft downstream of bridge on County Road 125 South, 0.7 mi upstream from Grassy

 Fork, 3.3 mi north of St. Anthony, and at mile 4.1.

21.8 mi2.

October 1970 to current year.

32.7 ft3/s.

No flow at times most years.

0.5 0.7 1.2

.0 .0 .0

.0 .0 .0

.6 .6 .6

WABASH RIVER BASIN

None.
196 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03376260 FLAT CREEK NEAR OTWELL, INDIANA

0.0 0.0 0.1 0.2 0.4 1.2 3.1 5.0

.0 .0 .0 .0 .0 .3 1.2 2.1

.0 .0 .0 .0 .0 .2 .8 1.3

.0 .0 .0 .0 .0 .1 .5 .9

.0 .0 .0 .0 .0 .0 .3 .5

550

419

398

236

96

46

20

11

7.0

4.7

3.1

2.0

.90

.23

.01

.00

.00

.00

Lat 38°26’12”, long 87°07’52”, in SE1/4SE1/4 sec.12, T.1 S., R.7 W., Pike County, Hydrologic Unit

05120209, on right bank at upstream side of bridge on State Highway 56; 2.2 mi west of intersection of State Highways 56 and

257; 2.5 mi southeast of Otwell, 6.2 mi east of intersection of State Highways 56 and 61, and at mile 10.9.

21.3 mi2.

October 1964 to April 1982 (discontinued).

22.8 ft3/s.

No flow at times most years.

0.6 0.8 1.1

.0 .0 .0

.0 .0 .0

.2 .4 .7

WABASH RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

03376300 PATOKA RIVER AT WINSLOW, INDIANA

-- -- 52 -- -- -- -- --

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

-- -- 30 -- -- -- -- --

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

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

Lat 38°22’48”, long 87°13’00”, in SW1/4SW1/4 sec.32, T.1 S., R.7 W., Pike County, Hydrologic Unit 05120209,

on right bank at abandoned bridge abutment, 65 ft upstream from bridge on State Highway 61; 100 ft downstream from dam of

Winslow Water Company, and 41.3 mi above mouth.

603 mi2.

October 1963 to September 1974, May 1986 to current year.

684 ft3/s.

0.50 ft3/s.

WABASH RIVER BASIN

Flow regulated by Patoka Lake. Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of

record; --, indicates that no flow characteristics were computed. Low-flow statistics are calculated for the regulated period, 1987

to 1993.

5 2630

10 1850

15 1490

20 1210

25 930

30 706

35 558

40 454

45 370

50 302

55 244

60 196

65 153

70 120

75 92

80 67

85 54

90 42
198 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03376350 SOUTH FORK PATOKA RIVER NEAR SPURGEON, INDIANA

4.5 4.8 5.2 -- 8.7 9.2 13 18

3.3 3.6 4.0 -- 5.3 5.5 9.2 12

2.9 3.1 3.2 -- 4.8 5.0 8.2 9.8

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

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

677

508

473

336

192

117

63

43

31

23

17

13

9.0

6.5

5.2

4.1

3.2

1.9

Lat 38°17’50”, long 87°15’39”, in SE1/4NE1/4 sec.35, T.2 S., R.8 W., Pike County, Hydrologic Unit 05120209,

on right bank at downstream side of bridge on State Highway 61; 0.5 mi north of Enos Corner, 3.1 mi north of Spurgeon, and at

mile 8.0.

42.8 mi2.

October 1964 to September 1986 (discontinued).

52.0 ft3/s.

0.00 ft3/s.

8.3 11 14

3.9 4.6 5.3

3.8 4.2 4.6

5.2 5.6 --

WABASH RIVER BASIN

Regulation by coal-washing operation and strip mining above gage. The annual 14-day and Dec.-Feb. 14-day low- flow values could not be computed due to zero flows in January of 1977. These values caused statistical skews to exceed allowable

limits.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana 199

03376500 PATOKA RIVER NEAR PRINCETON, INDIANA

66 70 75 84 112 167 249 344

45 47 50 54 61 84 120 140

38 40 42 45 47 59 64 110

34 36 37 40 40 45 50 93

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

 7890

 6650

 6330

 4800

 3700

 2810

 1970

 1440

 936

 568

 373

 244

 154

 84

 61

 49

 44

 41

Lat 38°23’30”, long 87°32’55”, in Location 107, T.1 S., R.10 W., Gibson County, Hydrologic Unit

 05120209, on right downstream side of bridge on State Highway 65, 0.5 mi downstream from Indian Creek, 2 mi north-

 east of Princeton, and at mile 21.4.

822 mi2.

August 1934 to current year.

1,023 ft3/s.

0.00 ft3/s.

97 109 147

43 46 49

42 43 48

88 94 108

WABASH RIVER BASIN

Flow regulated by Patoka Lake. Low-flow statistics are calculated for the regulated period,1978 to 1993.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03377500 WABASH RIVER AT MOUNT CARMEL, ILLINOIS

3960 4020 4130 4320 4750 5560 7420 10000

2800 2850 2910 3020 3280 3680 4580 6030

2330 2370 2420 2500 2720 3000 3570 4580

1990 2030 2070 2140 2340 2550 2900 3630

1670 1710 1730 1800 1980 2130 2300 2780

177900

156400

151100

127000

92200

67500

44100

31000

22600

16400

12100

8630

6240

4270

3360

2730

2490

2340

Lat 38°24’07”, long 87°45’10”, in SE1/4NW1/4 sec.28, T.1 S., R.12 W., Wabash County, Illinois, Hydrologic

 Unit 05120113, on right bank on downstream side of Southern Railway bridge at Mount Carmel, 0.2 mi downstream

 from Patoka River, and at mile 94.4.

28,635 mi2.

October 1927 to current year.

28,000 ft3/s.

1,650 ft3/s.

6720 7480 8810

3260 3390 3630

2490 2550 2640

3250 3330 3620

WABASH RIVER BASIN

Flow partially regulated by upstream reservoirs.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 201

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

03378550 BIG CREEK NEAR WADESVILLE, INDIANA

0.0 0.0 0.0 0.1 0.6 3.1 16 30

.0 .0 .0 .0 .1 .3 5.0 12

.0 .0 .0 .0 .0 .1 1.2 7.0

.0 .0 .0 .0 .0 .1 .6 4.1

.0 .0 .0 .0 .0 .0 .5 2.1

2760

2220

2080

1310

525

218

89

48

29

17

8.1

3.4

1.2

.23

.04

.01

.00

.00

Lat 38°04’58”, long 87°46’10”, in SW1/4SW1/4 sec.16, T.5 S., R.12 W., Posey County, Hydrologic Unit

 05120113, on left bank at downstream side of bridge on State Highway 66; 0.6 mi northwest of Blairsville, and

 1.6 mi southeast of Wadesville.

104 mi2.

July 1965 to current year.

115 ft3/s.

No flow at times most years.

2.2 3.0 4.2

.0 .0 .0

.0 .0 .0

.3 .4 .6

WABASH RIVER BASIN

None
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

04093000 DEEP RIVER AT LAKE GEORGE OUTLET AT HOBART, INDIANA

7.8 -- 12 12 13 17 26 37

4.5 -- 6.6 7.3 9.6 12 16 21

3.0 -- 5.1 5.5 8.5 9.9 13 16

1.5 -- 3.5 5.1 7.7 8.8 11 13

.0 -- .9 3.2 7.0 7.7 9.5 9.8

1340

1090

1050

773

476

277

148

96

66

48

35

25

18

13

10

7.6

6.3

5.3

Lat 41°32’10”, long 87°15’25”, in NW1/4NW1/4 sec.32, T.36 N., R.7 W., Lake County, Hydrologic Unit

04040001, on left bank at upstream side of bridge on Ridge Road in Hobart, 300 ft upstream from Duck Creek,

and 400 ft downstream from Lake George Dam.

124 mi2.

April 1947 to current year.

114 ft3/s.

0.00 ft3/s.

17 19 24

5.7 5.9 8.1

-- 4.5 5.9

10 11 12

STREAMS TRIBUTARY TO LAKE MICHIGAN

Flow subject to regulation by operation of Lake George Dam. The annual 3-day and Sept.-Nov. 3-day low-flow values could not be computed due to zero flows caused by extreme regulation and dam construction. These values caused

statistical skews to exceed allowable limits.

202
Low-Flow Characteristics for Continuous-Record Stations in Indiana 203

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04094000 LITTLE CALUMET RIVER AT PORTER, INDIANA

24 25 25 26 28 30 35 42

21 22 22 23 24 26 29 34

20 20 21 21 22 24 27 30

18 19 19 20 21 23 26 28

17 18 18 19 20 22 25 26

692

535

503

368

224

143

90

68

57

49

42

37

33

28

25

23

21

21

Lat 41°37’18”, long 87°05’13”, in NE1/4NE1/4 sec.34, T.37 N., R.6 W., Porter County, Hydrologic Unit

 04040001, on right bank at downstream end of county road bridge, 200 ft upstream from bridge on U.S. Highway 20,

 0.8 mi northwest of Porter, and 4.5 mi upstream from Salt Creek.

66.2 mi2.

May 1945 to current year.

76.7 ft3/s.

17 ft3/s.

30 31 34

21 22 23

21 22 22

24 25 27

STREAMS TRIBUTARY TO LAKE MICHIGAN

None.
204 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04094500 SALT CREEK NEAR McCOOL, INDIANA

25 25 26 27 28 32 38 45

20 21 21 22 24 26 30 35

18 18 19 20 22 23 27 30

15 17 18 19 20 22 24 28

13 15 16 17 19 20 22 25

672

548

524

379

227

140

90

69

58

49

42

37

33

28

25

22

20

18

Lat 41°35’48”, long 87°08’40”, in SE1/4SE1/4 sec.6, T.36 N., R.6 W., Porter County, Hydrologic Unit

 04040001, on left bank on downstream side of highway bridge, 50 ft downstream from Conrail Railroad bridge,

 1.2 mi north of McCool, and 1.6 mi upstream from Little Calumet River.

74.6 mi2.

May 1945 to September 1991 (discontinued).

76.6 ft3/s.

10 ft3/s.

28 29 33

19 20 22

20 20 21

23 25 27

STREAMS TRIBUTARY TO LAKE MICHIGAN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 205

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04095300 TRAIL CREEK AT MICHIGAN CITY, INDIANA

28 29 30 31 33 36 40 47

25 25 26 27 29 32 35 40

23 24 24 26 28 31 34 38

22 23 23 26 28 31 34 37

20 21 22 25 27 30 34 37

580

461

440

303

183

126

90

73

63

56

50

44

39

34

31

28

27

26

Lat 41°43’00”, long 86°51’35”, in NE1/4SE1/4 sec.27, T.38 N., R.4 W., La Porte County, Hydrologic Unit

 04040001, on right upstream side of bridge on Springland Avenue in Michigan City, 1.0 mi upstream from Otter

 Creek, and 4.2 mi upstream from mouth.

54.1 mi2.

June 1969 to current year.

76.5 ft3/s.

20 ft3/s.

37 39 41

24 25 27

26 27 29

32 34 36

STREAMS TRIBUTARY TO LAKE MICHIGAN

None.
206 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04096100 GALENA RIVER NEAR LAPORTE, INDIANA

9.4 9.5 9.8 10 11 13 15 18

8.1 8.3 8.6 9.3 10 11 13 16

7.4 7.7 8.1 8.8 9.6 11 12 15

6.9 7.2 7.7 8.5 9.3 10 12 15

6.3 6.6 7.2 8.2 9.0 10 11 14

152

120

116

87

57

43

33

28

24

22

19

17

15

13

11

9.5

8.8

8.3

Lat 41°44’54”, long 86°40’30”, in SE1/4NW1/4 sec.17, T.38 N., R.2 W., La Porte County, Hydrologic Unit

 04040001, on left bank at downstream side of bridge on County Road 125 East, 1.3 mi upstream from Indiana-

 Michigan State line, and 9.8 mi north of Court House in LaPorte.

17.2 mi2, of which 2.30 mi2 does not contribute directly to surface runoff.

October 1969 to current year.

26.2 ft3/s.

6.7 ft3/s.

13 14 14

8.2 8.6 9.3

8.1 8.6 9.3

12 13 13

STREAMS TRIBUTARY TO LAKE MICHIGAN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

04097970 LIME LAKE OUTLET AT PANAMA, INDIANA

0.2 0.2 0.2 0.3 0.6 1.4 1.9 3.3

.0 .0 .0 .1 .2 .4 .9 1.6

.0 .0 .0 .0 .1 .1 .4 1.0

.0 .0 .0 .0 .0 .0 .3 .7

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

45

39

38

30

24

19

14

11

8.2

5.9

4.2

2.7

1.6

.50

.20

.04

.01

.00

Lat 41°42’46”, long 85°07’10”, in NW1/4NW1/4 sec. 35, T.38 N., R.12 E., Steuben County, Hydrologic Unit

04050001, on right bank 10 ft downstream from dam for Lime Lake, 30 ft upstream from bridge on Orland Road, and 0.7 mi

northwest of Panama.

17.5 mi2, of which 3.68 mi2 does not contribute directly to surface runoff.

October 1969 to September 1986 (discontinued).

8.06 ft3/s.

0.00 ft3/s.

0.2 0.2 0.4

.1 .1 .2

.0 .0 .0

1.8 1.9 2.1

STREAMS TRIBUTARY TO LAKE MICHIGAN

Occasional regulation by control structure for Lime Lake. Low-flow statistics are calculated for the regulated period, 1969 to 1986.

207
208 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04099510 PIGEON CREEK NEAR ANGOLA, INDIANA

14 15 15 16 18 20 26 34

8.9 9.0 9.2 9.9 11 12 16 20

6.8 6.8 7.1 7.5 8.2 9.1 12 15

5.3 5.4 5.6 5.9 6.4 7.2 9.0 11

4.0 4.1 4.3 4.5 4.9 5.5 6.7 7.8

524

448

433

348

260

189

125

90

70

54

40

31

23

16

12

7.6

6.2

5.3

Lat 41°38’04”, long 85°06’35”, in NW1/4SE1/4 sec.26, T.37 N., R.12 E., Steuben County, Hydrologic Unit

04050001, on left bank 5 ft upstream from bridge on U.S. Highway 20; 1.3 mi downstream from outlet of Hogback Lake, 1.3 mi

southeast of Flint, and 5.8 mi west of Angola.

106 mi2, of which 22.5 mi2 does not contribute directly to surface runoff.

October 1945 to current year.

82.5 ft3/s.

3.4 ft3/s.

23 26 31

10 11 11

7.0 7.2 7.6

13 13 14

STREAMS TRIBUTARY TO LAKE MICHIGAN

Prior to October 1947, published as "near Flint." Published as Pigeon Creek at Hogback Lake Outlet near Angola, October 1947 to September 1971, and Pigeon Creek and Hogback Lake near Angola, October 1971 to September 1974.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 209

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04099610 PRETTY LAKE INLET NEAR STROH, INDIANA

0.0 0.0 0.1 0.1 0.1 0.1 0.2 .2

.0 .0 .0 .0 .0 .1 .1 .1

.0 .0 .0 .0 .0 .0 .0 .1

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

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

4.6

3.5

3.3

2.3

1.5

1.1

.73

.52

.37

.28

.21

.15

.10

.05

.01

.00

.00

.00

Lat 41°34’49”, long 85°14’59”, in SW1/4NW1/4 sec.15, T.36 N., R.11 E., Lagrange County, Hydrologic Unit

 04050001, on left bank 400 ft upstream from mouth, 2.6 miles west of Stroh.

1.96 mi2, of which 1.32 mi2 does not contribute directly to surface runoff.

June 1963 to September 1980.

0.48 ft3/s.

No flow at times.

0.0 0.1 0.1

.0 .0 .0

.0 .0 .0

.0 .0 .0

STREAMS TRIBUTARY TO LAKE MICHIGAN

None.
210 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04099750 PIGEON RIVER NEAR SCOTT, INDIANA

122 123 127 133 145 157 187 220

90 96 100 106 115 126 145 170

74 85 89 95 103 113 127 149

63 77 82 87 94 104 115 133

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

1630

1450

1410

1180

878

698

521

428

358

301

252

212

178

147

126

105

91

82

Lat 41°44’56”, long 85°34’35”, in SE1/4NW1/4 sec.14, T.38 N., R.8 E., Lagrange County, Hydrologic Unit

 04050001, on right bank 20 ft downstream from bridge on County Road 750 North, 1,200 ft downstream from Page

 Ditch, 0.7 mi south of Indiana-Michigan State line, and 1.2 mi northwest of Scott.

361 mi2 of which 53.9 mi2 does not contribute directly to surface runoff.

June 1968 to current year.

374 ft3/s.

42 ft3/s.

192 204 226

90 95 103

93 100 106

139 144 154

STREAMS TRIBUTARY TO LAKE MICHIGAN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 211

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04099808 LITTLE ELKHART RIVER AT MIDDLEBURY, INDIANA

38 39 40 41 45 47 54 65

31 32 33 34 37 41 46 53

28 29 30 31 34 38 43 47

26 27 28 29 32 36 40 44

24 25 26 27 30 35 38 40

704

531

499

359

242

180

131

108

93

82

73

62

53

45

41

36

34

32

Lat 41°40’31”, long 85°42’01”, in NE1/4SE1/4 sec.10, T.37 N., R.7 E., Elkhart County, Hydrologic Unit

 04050001, on left bank 15 ft downstream from bridge on County Road 16; 0.1 mi east of Middlebury, and 1.7 mi

 downstream from Rowe Eden Ditch.

97.6 mi2, of which 5.89 mi2 does not contribute directly to surface runoff.

October 1979 to current year.

106 ft3/s.

24 ft3/s.

52 54 58

30 31 32

33 34 36

43 44 47

STREAMS TRIBUTARY TO LAKE MICHIGAN

None.
212 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04099850 PINE CREEK NEAR ELKHART, INDIANA

7.6 7.7 8.0 8.5 9.3 10 12 13

4.4 4.6 5.1 5.4 7.1 7.8 8.8 10

3.6 4.0 4.7 5.2 6.2 6.8 7.5 8.5

3.6 4.0 4.5 4.9 5.5 6.1 6.5 7.4

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

144

104

98

64

44

34

26

22

19

17

15

13

11

8.3

7.2

6.1

5.5

5.1

Lat 41°40’53”, long 85°52’57”, in NE1/4NW1/4 sec.7, T.37 N., R.6 E., Elkhart County, Hydrologic Unit

 04050001, on right bank 50 ft upstream from bridge on County Road 14; 0.3 mi east of the intersection of

 County Roads 17 and 14, and 3.1 mi east of Elkhart.

31.0 mi2, of which 8.75 mi2 does not contribute directly to surface runoff.

October 1979 to current year.

20.3 ft3/s.

3.8 ft3/s.

10 11 11

4.2 4.7 5.4

5.9 6.0 6.2

5.0 6.1 6.1

STREAMS TRIBUTARY TO LAKE MICHIGAN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

04100222 NORTH BRANCH ELKHART RIVER AT COSPERVILLE, INDIANA

14 16 20 26 31 39 54 71

6.9 8.0 10 14 19 25 36 50

3.4 4.2 7.0 9.4 15 20 30 42

2.3 2.8 5.0 6.7 12 17 25 36

1.7 2.0 3.3 4.4 9.0 14 21 31

737

635

618

491

380

308

219

172

140

114

91

66

48

33

23

16

11

7.9

Lat 41°28’54”, long 85°28’32”, in NE1/4NW1/4 sec.22, T.35 N., R.9 E., Noble County, Hydrologic Unit

04050001, on right bank at downstream side of bridge on County Road 900 North at Cosperville; 1,300 ft downstream from

Boyd Ditch, 1.7 mi upstream from Hustin Ditch, and 3.1 mi downstream from Waldron Lake.

142 mi2.

October 1971 to current year.

145 ft3/s.

2.2 ft3/s.

45 55 66

6.6 8.2 12

8.9 10 13

33 33 34

STREAMS TRIBUTARY TO LAKE MICHIGAN

Flow regulated at times by dam at Waldron Lake.

213
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

04100252 FORKER CREEK NEAR BURR OAK, INDIANA

0.5 0.5 0.6 0.6 0.9 1.3 2.6 5.0

.2 .3 .3 .3 .4 .6 1.1 2.2

.2 .2 .2 .2 .3 .4 .7 1.4

.1 .2 .2 .2 .2 .3 .5 .9

.1 .1 .1 .1 .2 .2 .3 .6

172

140

133

102

70

47

28

19

14

9.5

6.1

3.7

2.0

.80

.50

.27

.22

.19

Lat 41°19’58”, long 85°25’25”, in SE1/4NE1/4 sec.12, T.33 N., R.9 E., Noble County, Hydrologic Unit

04050001, on right bank 300 ft downstream from bridge on State Highway 9; 400 ft downstream from Miller Lake

Outlet, 0.8 mi northeast of Burr Oak, and 4.5 mi south of Albion.

19.2 mi2.

June 1969 to current year.

18.4 ft3/s.

0.13 ft3/s.

3.3 3.5 4.1

.3 .3 .3

.2 .2 .3

1.0 1.1 1.6

STREAMS TRIBUTARY TO LAKE MICHIGAN

Occasional regulation at Miller Lake Outlet. Low-flow statistics are calculated for the regulated period, 1969 to 1993.

214
Low-Flow Characteristics for Continuous-Record Stations in Indiana 215

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04100295 RIMMELL BRANCH NEAR ALBION, INDIANA

0.3 0.4 0.4 0.4 0.6 0.8 1.8 3.0

.2 .2 .2 .3 .3 .4 .7 1.4

.2 .2 .2 .2 .3 .3 .5 1.0

.1 .2 .2 .2 .2 .3 .3 .7

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

163

125

120

83

46

27

14

8.9

6.4

4.8

3.4

2.1

1.1

.59

.41

.29

.24

.20

Lat 41°23’07”, long 85°22’14”, in NE1/4SE1/4 sec.21, T.34 N., R.10 E., Noble County, Hydrologic Unit

 04050001, on right bank 900 ft downstream from culvert on County Road 300 East, 0.75 mi south of State

 Highway 8; 3.0 mi east of intersection of State Highway 9 and State Highway 8 in Albion.

10.7 mi2.

November 1979 to current year.

11.4 ft3/s.

0.15 ft3/s.

1.5 1.7 2.2

.2 .2 .2

.2 .2 .2

1.4 1.5 1.5

 STREAMS TRIBUTARY TO LAKE MICHIGAN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

04100377 SOLOMON CREEK NEAR SYRACUSE, INDIANA

-- -- 12 -- -- -- -- --

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

-- -- 7.5 -- -- -- -- --

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

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

Lat 41°27’30”, long 85°43’12”, in NW1/4SE1/4 sec.28, T.35 N., R.7 E., Elkhart County, Hydrologic Unit

04050001, on right bank 40 ft upstream from County Road 52 East bridge over Solomon Creek, and 2.5 mi northeast of

Syracuse.

36.1 mi2.

October 1987 to current year.

38.7 ft3/s.

7.9 ft3/s.

STREAMS TRIBUTARY TO LAKE MICHIGAN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 76

10 64

15 58

20 54

25 51

30 48

35 45

40 42

45 38

50 35

55 32

60 30

65 27

70 25

75 24

80 21

85 19

90 16
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana 217

04100465 TURKEY CREEK AT SYRACUSE, INDIANA

3.0 3.2 3.4 3.7 4.0 4.8 9.2 15

2.0 2.2 2.3 2.6 2.9 3.4 4.9 7.8

1.5 1.7 1.8 2.0 2.4 2.9 3.5 5.1

.75 .86 1.1 1.3 1.7 2.3 2.4 2.4

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

 168

 155

 152

 133

 105

 91

 73

 58

 42

 25

 14

7.7

5.2

3.8

3.1

2.4

2.1

1.9

Lat 41°25’35”, long 85°45’16”, in NE1/4SE1/4 sec.6, T.34 N., R.7 E., Kosciusko County, Hydrologic Unit

04050001, on right bank 75 ft upstream from Main Street bridge in Syracuse and 1,500 ft downstream from dam at outlet of

Syracuse Lake.

43.8 mi2.

October 1969 to September 1987 (discontinued).

38.2 ft3/s.

0.82 ft3/s.

3.6 3.9 4.8

2.2 2.7 2.9

1.6 1.8 1.9

3.2 3.7 5.3

STREAMS TRIBUTARY TO LAKE MICHIGAN

Flow regulated by dam on Syracuse Lake.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

04100500 ELKHART RIVER AT GOSHEN, INDIANA

120 134 139 147 160 183 222 267

62 88 102 107 116 128 154 185

39 66 85 90 98 107 127 154

16 51 73 77 85 91 108 132

8.1 23 54 56 63 77 90 111

2910

2490

2430

1980

1420

1130

801

614

489

389

309

248

202

155

124

93

78

63

Lat 41°35’36”, long 85°50’55”, in NE1/4NE1/4 sec.8, T.36 N., R.6 E., Elkhart County, Hydrologic Unit

04050001, on right bank 20 ft downstream from River Avenue bridge at Goshen, 0.4 mi upstream from Rock Run, and at mile

16.1.

594 mi2.

April 1931 to current year.

538 ft3/s.

7.0 ft3/s.

211 236 267

80 99 108

75 86 92

132 141 152

STREAMS TRIBUTARY TO LAKE MICHIGAN

Occasional low-flow regulation at Goshen Dam, 3.4 mi upstream.

218
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

04101000 ST. JOSEPH RIVER AT ELKHART, INDIANA

1050 1170 1270 1330 1410 1560 1820 2110

749 882 974 1020 1110 1210 1390 1590

619 752 840 893 975 1050 1190 1360

523 655 741 797 879 938 1050 1180

320 460 520 700 784 821 900 994

12200

10500

10200

8620

7030

5920

4640

3850

3270

2800

2390

2040

1710

1360

1150

939

807

722

Lat 41°41’30”, long 85°58’30”, in SW1/4NE1/4 sec.5, T.37 N., R.5 E., Elkhart County, Hydrologic Unit

04050001, on left bank 200 ft downstream from Elkhart River, 200 ft upstream from Main Street bridge in Elkhart, 2,000 ft

downstream from Christiana Creek, 0.5 mi downstream from Elkhart Hydroelectric Plant, and at mile 76.5.

3,370 mi2.

August 1947 to current year.

3,293 ft3/s.

336 ft3/s.

1640 1850 2050

831 922 985

821 919 981

1120 1240 1320

STREAMS TRIBUTARY TO LAKE MICHIGAN

The flow is regulated by Elkhart Hydroelectric Plant.

219
220 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04177720 FISH CREEK AT HAMILTON, INDIANA

1.9 2.0 2.1 2.4 3.0 4.2 7.1 11

1.2 1.3 1.5 1.7 2.0 2.7 3.8 6.1

1.0 1.1 1.2 1.4 1.8 2.2 2.7 4.3

.8 .9 1.1 1.3 1.6 1.9 2.1 3.3

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

340

279

271

200

123

82

48

33

24

17

12

7.7

4.9

3.0

2.3

1.7

1.5

1.3

Lat 41°31’55”, long 84°54’12”, in SE1/4SW1/4 sec.34, T.36 N., R.14 E., Steuben County, Hydrologic Unit

 04100003, on left bank 6 ft upstream from bridge on County Road 775 South, 0.5 mi downstream from Hamilton

 Lake outlet, and 0.5 mi southeast of Hamilton.

37.5 mi2.

October 1969 to current year.

34.1 ft3/s.

0.52 ft3/s.

4.5 5.7 7.6

1.1 1.3 1.5

1.3 1.4 1.7

4.8 5.2 5.8

STREAMS TRIBUTARY TO LAKE ERIE

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 221

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04178000 ST. JOSEPH RIVER NEAR NEWVILLE, INDIANA

36 37 39 42 49 62 97 153

23 24 25 27 31 37 55 85

19 19 20 22 25 29 41 61

16 16 17 18 21 24 32 46

13 13 14 15 17 19 25 33

 4750

 4010

 3880

 3080

 2170

 1500

 797

 491

 332

 235

 162

 107

 73

 48

 35

 26

 22

 20

Lat 41°23’08”, long 84°48’06”, in SW1/4SW1/4 sec.18, T.5 N., R.1 E., Defiance County, Ohio, Hydrologic

 Unit 04100003, on left bank at bridge on Ohio State Highway 249; 3.5 mi northeast of Newville, 6.5 mi

 northwest of Hicksville, Ohio, and at mile 42.3.

610 mi2.

October 1946 to current year.

539 ft3/s.

14 ft3/s.

93 113 138

24 25 29

21 21 23

48 51 57

STREAMS TRIBUTARY TO LAKE ERIE

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

04179000 ST. JOSEPH RIVER AT CEDARVILLE, INDIANA

42 49 51 56 66 79 117 174

20 23 28 39 45 50 71 99

11 13 19 33 36 40 54 72

6.2 7.1 13 28 30 33 44 55

2.8 3.2 7.9 24 25 27 34 40

5300

4610

4500

3560

2570

1720

913

557

378

260

178

125

86

60

46

36

30

25

Lat 41°11’46”, long 85°01’27”, in J. Hackley Reserve, T.32 N., R.13 E., Allen County, Hydrologic Unit

04100003, on left bank 700 ft upstream from highway bridge, 0.4 mi south of Cedarville, 0.5 mi upstream from Cedar Creek,

0.6 mi downstream from Cedarville Dam, and at mile 13.9.

763 mi2.

January 1931 to May 1932, October 1955 to September 1981 (discontinued).

620 ft3/s.

1.6 ft3/s.

-- -- 149

20 32 44

21 27 32

50 55 61

STREAMS TRIBUTARY TO LAKE ERIE

Flow regulated by Cedarville Reservoir and some flow diverted into storage of Hurshtown Reservoir. Low-flow statistics calculated for the regulated period, 1956 to 1981. Extreme variation in the 3- and 7-day seasonal values for Mar.-May

caused statistical skews to exceed allowable limits: no values were computed.

222
Low-Flow Characteristics for Continuous-Record Stations in Indiana 223

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04179500 CEDAR CREEK AT AUBURN, INDIANA

3.0 3.4 3.8 4.2 5.1 6.7 10 16

1.7 2.1 2.4 2.6 3.1 3.8 5.6 8.3

1.3 1.6 1.8 1.9 2.3 2.9 4.1 5.8

.9 1.3 1.4 1.5 1.8 2.4 3.2 4.3

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

738

613

598

470

297

180

94

58

39

27

18

12

7.5

4.8

3.7

2.8

2.2

1.6

Lat 41°21’57”, long 85°03’08”, in NE1/4NW1/4 sec.32, T.34 N., R.13 E., DeKalb County, Hydrologic

Unit 04100003, on right bank 15 ft downstream from Ninth Street bridge in Auburn, and 2 mi upstream from John Diel ditch.

87.3 mi2.

July 1943 to September 1973.

68.5 ft3/s.

0.70 ft3/s.

11 15 17

2.2 2.6 2.9

1.7 1.9 2.1

4.0 4.6 5.1

STREAMS TRIBUTARY TO LAKE ERIE

None.
224 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04180000 CEDAR CREEK NEAR CEDARVILLE, INDIANA

27 28 29 31 34 41 57 81

21 22 23 24 26 28 35 48

19 20 21 22 23 24 28 36

17 18 19 21 21 21 24 29

16 17 18 19 19 19 20 23

2760

2300

2220

1650

998

611

332

215

152

116

85

60

44

32

27

23

22

20

Lat 41°13’08”, long 85°04’35”, in NW1/4NW1/4 sec.19, T.32 N., R.13 E., Allen County, Hydrologic Unit

 04100003, on left bank at downstream side of bridge on State Highway 427; 3 mi northwest of Cedarville, 5.8 mi

 upstream from mouth, and 10 mi south of Auburn.

270 mi2.

October 1946 to current year.

255 ft3/s.

13 ft3/s.

55 67 78

23 24 26

20 21 22

29 30 33

STREAMS TRIBUTARY TO LAKE ERIE

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics for Continuous-Record Stations in Indiana

04180500 ST. JOSEPH RIVER NEAR FORT WAYNE, INDIANA

87 97 116 130 177 228 301 425

57 62 79 90 122 150 176 270

45 48 64 75 100 121 134 212

36 39 54 65 85 102 107 174

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

9800

7610

7440

5930

4060

2720

1640

1100

787

564

424

311

223

158

121

91

73

64

Lat 41°10’41”, long 85°03’19”, in NW1/4NE1/4 sec.3, T.31 N., R.13 E., Allen County, Hydrologic Unit

04100003, on left bank 0.8 mi downstream from Ely Run, 1.3 mi upstream from Ely Bridge and Mayhew Road, 8.0 mi northeast

of the Fort Wayne Court House.

1,060 mi2.

October 1983 to current year.

1,112 ft3/s.

43 ft3/s.

237 252 271

68 74 88

53 78 94

149 156 164

STREAMS TRIBUTARY TO LAKE ERIE

Flow regulated by Cedarville Reservoir and some flow diverted into storage of Hurshtown Reservoir.

225
226 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04181500 ST. MARYS RIVER AT DECATUR, INDIANA

16 17 19 20 23 33 56 99

11 12 13 13 15 19 26 44

9.0 9.7 10 11 13 15 19 29

6.3 6.7 7.5 8.2 10 13 14 20

5.2 5.4 6.0 6.8 7.8 9.5 11 14

6000

4830

4630

3640

2410

1510

706

376

212

129

81

50

32

22

18

14

12

11

Lat 40°50’55”, long 84°56’16”, in SW1/4SW1/4 sec.27, T.28 N., R.14 E., Adams County, Hydrologic Unit

 04100004, on right bank 10 ft downstream from bridge on U.S. Highway 27; 0.5 mi upstream from Holthouse Ditch,

 1.3 mi north of Decatur, and at mile 29.1.

621 mi2.

October 1946 to current year.

509 ft3/s.

5.4 ft3/s.

41 46 53

14 15 16

9.6 10 11

19 20 22

STREAMS TRIBUTARY TO LAKE ERIE

Flow regulated by Grand Lake. Slight diversion from or into Wabash River Basin and into Miami and Erie Canals.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 227

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04182000 ST. MARYS RIVER NEAR FORT WAYNE, INDIANA

16 17 19 21 24 33 60 106

11 11 12 14 16 20 29 50

8.3 8.8 9.8 11 14 16 21 34

6.8 7.3 8.2 9.5 12 14 16 25

5.4 5.9 6.7 8.1 11 12 13 18

7090

5920

5720

4510

3040

1790

817

437

250

151

94

59

37

24

19

14

12

9.9

Lat 40°59’16”, long 85°06’43”, in A. LaFontaine Reserve, T.29 N., R.12 E., Allen County, Hydrologic

Unit 04100004, on left bank 130 ft downstream from Anthony Boulevard Extension, 0.8 mi downstream from Houk Ditch, 5 mi

south of Fort Wayne, and 10.8 mi upstream from mouth.

762 mi2.

October 1930 to current year.

611 ft3/s.

3.4 ft3/s.

43 48 56

13 14 15

9.0 10 11

20 21 24

STREAMS TRIBUTARY TO LAKE ERIE

The flow is sometimes regulated by Grand Lake. Slight diversion from or into Wabash River Basin and into Miami and Erie Canal.
228 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04182590 HARBER DITCH AT FORT WAYNE, INDIANA

0.2 0.2 0.3 0.4 0.6 1.1 2.2 4.2

.1 .1 .2 .2 .3 .6 1.1 2.2

.1 .1 .1 .1 .2 .4 .8 1.5

.1 .1 .1 .1 .1 .2 .4 .8

.0 .0 .0 .0 .1 .2 .3 .8

348

266

250

170

87

44

20

11

6.1

3.9

2.5

1.5

.84

.43

.28

.17

.12

.10

Lat 41°00’27”, long 85°10’58”, in NE1/4SW1/4 sec.33, T.30 N., R.12 E., Allen County, Hydrologic Unit

 04100004, on left bank 50 ft upstream from bridge on Baer Road in Fort Wayne, 3.2 mi upstream from mouth. The

 stream name changes to Fairfield Ditch 0.7 mi downstream at bridge on Lower Huntington Road.

21.9 mi2.

May 1964 to September 1991 (discontinued).

18.6 ft3/s.

0.04 ft3/s.

0.8 1.0 1.5

.1 .1 .2

.1 .1 .2

.3 .3 .4

STREAMS TRIBUTARY TO LAKE ERIE

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 229

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

04182810 SPY RUN CREEK AT FORT WAYNE, INDIANA

1.6 1.8 2.0 2.5 3.3 5.1 7.4 8.7

1.1 1.4 1.7 1.9 2.4 3.5 5.5 6.4

1.0 1.2 1.5 1.7 2.0 2.8 4.8 5.6

.8 1.1 1.4 1.5 1.8 2.3 4.4 5.0

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

318

249

239

161

71

35

18

11

7.7

5.8

4.7

3.9

3.3

2.6

2.2

1.8

1.7

1.5

Lat 41°06’18”, long 85°09’12”, in SW1/4SW1/4 sec.26, T.31 N., R.12 E., Allen County, Hydrologic Unit

 04100004, on right bank 50 ft upstream from Sherman Boulevard bridge in Fort Wayne, and at mile 2.2.

14.0 mi2.

October 1983 to current year.

18.3 ft3/s.

0.93 ft3/s.

2.3 2.7 3.4

1.4 1.7 2.0

1.4 1.6 1.7

2.1 2.2 2.3

STREAMS TRIBUTARY TO LAKE ERIE

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

Low-Flow Characteristics of Indiana Streams

04183000 MAUMEE RIVER AT NEW HAVEN, INDIANA

101 118 132 151 178 238 354 547

76 84 93 102 114 141 195 288

65 71 78 84 93 110 144 200

57 62 67 72 79 91 114 146

50 53 56 61 68 75 87 100

15100

12900

12300

9910

7160

4790

2690

1640

1080

759

525

351

236

152

120

95

81

71

Lat 41°05’06”, long 85°01’20”, in SE1/4NE1/4 sec.2, T.30 N., R.13 E., Allen County, Hydrologic Unit

04100005, on left bank 600 ft upstream from bridge on Landin Road, 1,400 ft upstream from the Norfolk and

Western Railroad bridge, 1.1 mi northwest of New Haven, 2.8 mi upstream from Sixmile Creek and at mile 129.0.

1,967 mi2.

October 1956 to current year.

1,758 ft3/s.

48 ft3/s.

267 319 389

82 92 101

77 83 91

126 136 150

STREAMS TRIBUTARY TO LAKE ERIE

Flow regulated by hydro-powerplant on the St. Joseph River 10.3 mi upstream from station. Flow slightly regulated by upstream reservoirs.

230
Low-Flow Characteristics for Continuous-Record Stations in Indiana 231

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05515000 KANKAKEE RIVER NEAR NORTH LIBERTY, INDIANA

67 69 71 74 79 86 99 114

56 57 61 63 68 74 84 95

51 53 57 59 64 69 78 86

48 50 54 56 61 66 73 80

45 47 51 53 58 64 69 74

536

489

480

413

325

262

206

175

154

137

122

109

95

82

73

65

60

56

Lat 41°33’50”, long 86°29’50”, in NW1/4NE1/4 sec.23, T.36 N., R.1 W., St. Joseph County, Hydrologic Unit

 07120001, on left bank at downstream side of bridge on county highway named “New Road," 2.7 mi upstream from

 Little Kankakee River, 4 mi northwest of North Liberty, and at mile 126.9.

174 mi2, of which 58.2 mi2 does not contribute directly to surface runoff.

January 1951 to current year.

158 ft3/s.

44 ft3/s.

92 98 103

55 59 62

59 62 64

74 77 81

ILLINOIS RIVER BASIN

None.
232 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05515400 KINGSBURY CREEK NEAR LAPORTE, INDIANA

1.8 1.8 1.9 2.0 2.1 2.3 2.6 2.9

1.3 1.4 1.4 1.5 1.5 1.8 2.0 2.2

1.1 1.2 1.2 1.2 1.3 1.6 1.8 2.0

1.0 1.0 1.0 1.1 1.2 1.4 1.7 1.8

.8 .8 .9 .9 1.0 1.3 1.6 1.6

19

15

15

12

9.0

7.4

5.6

4.8

4.2

3.7

3.2

2.7

2.3

1.9

1.6

1.5

1.4

1.2

Lat 41°32’49”, long 86°43’48”, in SW1/4SE1/4 sec.23, T.36 N., R.3 W., La Porte County, Hydrologic Unit

07120001, on left bank at upstream side of bridge on County Road 400 South, 0.5 mi east of State Highway 39; 1.5 mi west of

U.S. Highway 35 , and 3 mi south of LaPorte city limits.

7.08 mi2, of which 4.07 mi2 does not contribute directly to surface runoff.

October 1970 to September 1986.

4.26 ft3/s.

0.83 ft3/s.

1.6 1.8 2.0

1.4 1.4 1.5

1.2 1.2 1.4

1.2 1.3 1.5

ILLINOIS RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 233

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05515500 KANKAKEE RIVER AT DAVIS, INDIANA

249 252 257 264 277 298 333 368

204 206 210 217 229 246 276 304

183 185 189 196 208 224 252 277

168 169 173 180 193 208 235 258

152 153 157 164 178 192 218 238

1490

1380

1360

1220

1050

893

694

581

507

449

403

361

320

275

246

218

197

181

Lat 41°24’00”, long 86°42’04”, in SE1/4NE1/4 sec.13, T.34 N., R.3 W., Starke County, Hydrologic Unit

 07120001, on left bank at downstream side of bridge on U.S. Highway 30 at Davis, 0.5 mi downstream from Mill

 Creek, 4 mi east of Hanna, and at mile 110.9.

537 mi2, of which 137 mi2 does not contribute directly to surface runoff.

July 1905 to July 1906 and October 1924 to current year.

520 ft3/s.

154 ft3/s.

319 335 352

199 205 213

205 211 216

234 239 252

ILLINOIS RIVER BASIN

None.
234 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05516000 YELLOW RIVER NEAR BREMEN, INDIANA

8.5 8.6 9.0 9.4 10 12 18 29

6.6 6.7 6.9 7.3 7.7 8.2 11 16

6.0 6.1 6.3 6.6 6.8 7.1 8.9 13

5.6 5.7 5.9 6.2 6.3 6.5 7.8 10

5.3 5.4 5.5 5.8 5.9 6.0 6.8 8.4

1070

974

949

808

470

258

131

78

54

39

29

21

15

10

8.4

7.5

7.2

6.7

Lat 41°25’11”, long 86°10’14”, in NW1/4NW1/4 sec.10, T.34 N., R.3 E., Marshall County, Hydrologic Unit

07120001, on left bank at downstream side of bridge on East 4th Road, 0.5 mi downstream from Bunch ditch, 2 mi southwest of

Bremen, and 4 mi upstream from Dausman ditch.

135 mi2.

August 1955 to September 1973 (discontinued).

104 ft3/s.

6.2 ft3/s.

19 22 24

7.5 7.8 8.3

6.3 6.5 6.7

8.2 8.5 10

ILLINOIS RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 235

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05516500 YELLOW RIVER AT PLYMOUTH, INDIANA

31 32 33 35 38 46 65 92

22 23 24 25 28 31 41 55

19 20 21 22 25 27 33 43

17 18 19 20 23 24 28 35

15 16 16 18 21 22 24 28

2270

1970

1920

1580

1060

682

365

237

170

129

97

72

52

38

32

26

23

22

Lat 41°20’25”, long 86°18’16”, in SE1/4NW1/4 sec.13, T.33 N., R.2 E., Marshall County, Hydrologic Unit

 07120001, on left bank 50 ft upstream from LaPorte Street footbridge in Plymouth, 1.1 mi downstream from Elmer

 Seltenright (formerly Baker) Ditch, 8.1 mi upstream from Wolf Creek, and at mile 40.3.

294 mi2, of which 22 mi2 does not contribute directly to surface runoff.

July 1948 to current year.

267 ft3/s.

13 ft3/s.

63 72 79

28 30 32

20 21 22

27 28 33

ILLINOIS RIVER BASIN

None.
236 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05517000 YELLOW RIVER AT KNOX, INDIANA

100 102 106 110 115 129 156 193

79 82 85 87 92 99 114 135

69 73 76 77 84 89 99 114

63 67 69 71 78 82 88 99

56 60 62 64 73 76 79 86

2590

2270

2220

1780

1240

884

575

419

325

263

213

170

138

111

97

88

81

77

Lat 41°18’10”, long 86°37’14”, in SW1/4SW1/4 sec.14, T.33 N., R.2 W., Starke County, Hydrologic Unit

 07120001, on right bank 40 ft upstream from bridge on U.S. Highway 35 in Knox, 1.4 mi downstream from Eagle

 Creek, and at mile 11.6.

435 mi2, of which 51 mi2 does not contribute directly to surface runoff.

August 1905 to July 1906, August 1943 to current year.

408 ft3/s.

50 ft3/s.

154 168 186

88 91 94

80 82 83

85 88 95

ILLINOIS RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 237

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05517500 KANKAKEE RIVER AT DUNNS BRIDGE, INDIANA

461 464 476 493 521 578 699 830

371 373 384 397 422 460 539 629

335 337 348 361 385 417 475 547

310 312 323 336 360 389 431 487

286 287 299 312 338 363 388 429

4680

4270

4190

3660

3140

2650

2040

1610

1350

1140

953

789

656

528

450

392

369

347

Lat 41°13’17”, long 86°57’52”, in NE1/4SE1/4 sec.15, T.32 N., R.5 W., Jasper County, Hydrologic Unit

 07120001, on left bank at downstream side of abandoned bridge at Dunns Bridge, 1.8 mi north of Tefft, 3.6 mi

 upstream from Davis Ditch, and at mile 90.8.

1,352 mi2, of which 192 mi2 does not contribute directly to surface runoff.

July 1948 to current year.

1,375 ft3/s.

280 ft3/s.

683 772 821

380 395 414

364 373 381

432 449 481

ILLINOIS RIVER BASIN

None.
238 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05517530 KANKAKEE RIVER NEAR KOUTS, INDIANA

481 492 507 524 562 628 762 909

389 397 413 436 476 515 601 734

356 362 381 409 452 481 544 669

334 339 360 393 439 462 507 626

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

5000

4710

4660

4230

3510

2950

2230

1800

1510

1310

1100

897

732

598

527

472

429

391

Lat 41°15’14”, long 87°02’02”, in SW1/4NE1/4 sec.6, T.32 N., R.5 W., Jasper County, Hydrologic Unit

 07120001, on left bank, 20 ft downstream from bridge on State Highway 49; 4.5 mi south of Kouts, 0.7 mi

 upstream from Cook Ditch, and at mile 86.7.

1,376 mi2, of which 194 mi2 does not contribute directly to surface runoff.

October 1974 to current year.

1,543 ft3/s.

292 ft3/s.

858 880 930

385 399 424

399 417 439

600 614 635

ILLINOIS RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 239

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05517890 COBB DITCH NEAR KOUTS, INDIANA

12 13 13 13 14 15 17 18

10 11 11 11 12 12 14 15

9.7 10 10 11 11 12 13 14

9.2 9.5 9.8 10 10 11 13 13

8.6 8.9 9.3 9.4 9.6 11 12 13

358

264

246

167

92

60

40

31

26

22

20

18

16

14

13

11

11

10

Lat 41°20’19”, long 87°04’30”, in NW1/4SE1/4 sec. 2, T.33 N., R.6 W., Porter County, Hydrologic Unit

 07120001, on left bank 15 ft upstream from bridge on County Road 50 West, 1.6 mi upstream from mouth, and 3

 mi northwest of Kouts.

30.3 mi2.

July 1968 to current year.

34.5 ft3/s.

8.9 ft3/s.

13 13 14

11 11 12

11 11 11

11 11 11

ILLINOIS RIVER BASIN

Prior to October 1971, published as State Ditch near Kouts.
240 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05518000 KANKAKEE RIVER AT SHELBY, INDIANA

560 567 574 590 621 674 807 958

446 450 463 479 506 542 635 741

396 399 417 436 462 494 571 656

320 330 360 406 432 462 526 596

270 275 320 377 404 433 485 538

5470

5070

4990

4550

3950

3350

2500

1960

1620

1350

1120

931

777

628

549

487

448

415

Lat 41°10’58”, long 87°20’33”, in SW1/4NE1/4 sec.33, T.32 N., R.8 W., Lake County, Hydrologic Unit

 07120001, on right bank 25 ft upstream from Monon Railroad bridge, 1 mi south of Shelby, 7.7 mi upstream

 from Beaver Lake Ditch, and at mile 67.9.

1,779 mi2, of which 201 mi2 does not contribute directly to surface runoff.

October 1922 to current year.

1,676 ft3/s.

260 ft3/s.

826 898 950

456 468 487

456 464 472

513 542 585

ILLINOIS RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 241

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05519000 SINGLETON DITCH AT SCHNEIDER, INDIANA

14 15 15 16 18 21 30 42

8.9 9.2 9.6 10 11 13 18 25

6.9 7.1 7.4 7.8 8.8 11 14 19

4.5 4.6 5.0 5.0 6.5 8.1 10 13

3.6 3.7 3.8 3.8 4.6 6.8 9.0 12

1080

935

910

696

416

257

153

105

78

60

46

34

26

18

14

9.8

8.3

6.9

Lat 41°12’44”, long 87°26’44”, in SW1/4NW1/4 sec.22, T.32 N., R.9 W., Lake County, Hydrologic Unit

 07120001, on left bank 15 ft upstream from bridge on Ackerman Avenue, 0.5 mi upstream from Bruce Ditch,

 1.5 mi downstream from Cedar Creek, 1.6 mi north of Schneider, and at mile 10.1.

123 mi2.

July 1948 to current year.

114 ft3/s.

3.6 ft3/s.

26 30 34

9.0 9.6 11

8.2 8.6 8.9

12 13 14

ILLINOIS RIVER BASIN

None.
242 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05519500 WEST CREEK NEAR SCHNEIDER, INDIANA

6.6 6.6 6.9 7.1 7.6 8.8 11 16

4.7 5.0 5.3 5.8 6.2 6.9 7.8 9.6

3.8 4.2 4.6 5.2 5.6 6.1 6.5 7.3

3.2 3.6 4.0 4.7 5.1 5.4 5.6 5.8

2.5 3.0 3.5 4.3 4.7 4.8 4.8 4.8

602

454

438

310

161

82

44

29

21

17

14

11

9.0

7.3

6.2

5.2

4.8

4.5

Lat 41°12’52”, long 87°29’36”, in NW1/4NE1/4 sec.19, T.32 N., R.9 W., Lake County, Hydrologic Unit

07120001, on left bank at downstream side of county highway bridge, 1.2 mi upstream from Singleton Ditch, and 2.8 mi

northwest of Schneider.

54.7 mi2.

July 1948 to December 1951, January 1954 to September 1972 (discontinued).

41.4 ft3/s.

2.6 ft3/s.

8.0 8.7 9.4

6.1 6.2 6.5

4.8 5.5 5.6

4.4 4.6 5.7

ILLINOIS RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 243

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05521000 IROQUOIS RIVER AT ROSEBUD, INDIANA

3.8 4.0 4.0 4.3 4.7 5.3 7.7 11

2.4 2.5 2.6 2.8 3.1 3.5 4.5 6.5

2.2 2.3 2.4 2.7 3.0 3.3 3.4 4.8

1.3 1.4 1.5 1.7 1.8 2.4 2.7 3.4

.5 .5 .7 .8 1.1 1.3 1.4 2.2

249

200

190

145

93

64

42

30

23

18

13

8.7

6.2

4.3

3.5

2.7

2.2

1.6

Lat 41°02’00”, long 87°10’49”, in NW1/4SW1/4 sec.24, T.30 N., R.7 W., Jasper County, Hydrologic Unit

 07120002, on right bank 100 ft downstream from bridge on county road, 0.5 mi north of Rosebud, 0.5 mi

 downstream from confluence of Swain and Dexter Ditches, 1.5 mi upstream from Davidson Ditch, 2 mi east of Parr,

 and at mile 93.5.

35.6 mi2.

July 1948 to current year.

28.5 ft3/s.

0.50 ft3/s.

7.9 8.7 9.8

2.6 2.8 3.0

2.8 2.8 3.0

2.9 3.1 3.5

ILLINOIS RIVER BASIN

None.
244 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05522000 IROQUOIS RIVER NEAR NORTH MARION, INDIANA

8.8 9.6 11 12 14 18 29 46

4.9 5.4 6.0 6.7 8.0 10 15 24

3.6 3.9 4.4 4.8 5.9 7.4 10 17

2.2 2.5 2.7 3.6 4.5 5.8 6.6 11

1.7 1.9 2.2 2.6 3.4 4.4 4.7 8.8

1120

963

942

750

510

346

205

141

104

76

54

35

23

14

9.5

6.2

4.9

3.9

Lat 40°58’12”, long 87°06’50”, in NE1/4NW1/4 sec.16, T.29 N., R.6 W., Jasper County, Hydrologic Unit

07120002, on downstream side of county highway bridge, 1.2 mi upstream from Ryan Ditch, 2 mi east of North Marion, 3.5 mi

northeast of Rensselaer, and at mile 87.7.

144 mi2.

December 1948 to current year.

139 ft3/s.

1.6 ft3/s.

27 31 36

5.3 6.0 6.8

4.1 4.6 5.0

11 12 14

ILLINOIS RIVER BASIN

Water from Oliver Ditch, an upstream tributary, can be diverted to Ryan Ditch and enter the Iroquois River below the station. Stream flow affected by irrigation.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05522500 IROQUOIS RIVER AT RENSSELAER, INDIANA

12 12 14 15 18 22 36 57

6.8 7.2 8.0 8.8 10 12 18 30

5.1 5.4 5.9 6.4 7.7 9.1 12 20

4.0 4.3 4.6 5.0 5.3 7.1 9.1 15

2.2 2.6 2.8 2.8 4.1 4.7 6.3 10

1500

1300

1270

1010

686

452

262

175

125

92

66

43

27

17

12

7.7

5.9

4.8

Lat 40°56’00”, long 87°07’44”, in NW1/4SE1/4 sec.29, T.29 N., R.6 W., Jasper County, Hydrologic Unit

 07120002, on right bank 20 ft downstream from bridge on State Highway 114, 0.8 mi east of Rensselaer, 1.5 mi

 downstream from Ryan Ditch, 5.5 mi upstream from Slough Creek, and at mile 84.9.

203 mi2.

July 1948 to current year.

178 ft3/s.

2.2 ft3/s.

35 39 45

7.2 7.8 8.8

5.6 6.2 6.6

13 14 16

ILLINOIS RIVER BASIN

Streamflow affected by irrigation.
246 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05523000 BICE DITCH NEAR SOUTH MARION, INDIANA

0.3 0.3 0.4 0.5 0.6 0.8 1.7 3.4

.1 .1 .2 .2 .2 .3 .6 1.1

.0 .1 .1 .1 .1 .2 .3 .6

.0 .0 .0 .0 .1 .1 .2 .3

.0 .0 .0 .0 .0 .1 .1 .2

301

216

203

137

78

46

22

14

8.2

5.1

3.2

1.9

1.0

.43

.23

.14

.11

.10

Lat 40°52’00”, long 87°05’32”, in NE1/4NW1/4 sec.22, T.28 N., R.6 W., Jasper County, Hydrologic Unit

 07120002, on left bank at upstream side of bridge on State Highway 16; 2.3 mi upstream from mouth, 3 mi

 southeast of South Marion, and 5 mi southeast of Rensselaer.

21.8 mi2.

December 1948 to September 1993 (discontinued).

18.2 ft3/s.

0.00 ft3/s.

1.4 1.5 1.9

.1 .2 .2

.1 .1 .1

.2 .3 .3

ILLINOIS RIVER BASIN

Low flows in summer may be affected by irrigation.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 247

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05523500 SLOUGH CREEK NEAR COLLEGEVILLE, INDIANA

3.5 3.6 3.7 4.1 4.7 6.1 11 17

1.9 2.0 2.0 2.2 2.6 3.2 5.0 7.8

1.3 1.4 1.4 1.6 1.8 2.3 3.3 5.1

1.0 1.0 1.1 1.2 1.4 1.8 2.3 3.6

.7 .7 .7 .8 1.0 1.3 1.5 2.4

933

746

719

521

301

178

87

52

34

23

16

11

7.1

4.4

3.0

2.0

1.6

1.3

Lat 40°53’30”, long 87°09’17”, in SE1/4NE1/4 sec.12, T.28 N., R.7 W., Jasper County, Hydrologic Unit

07120002, on right bank at downstream side of bridge on State Highway 53; 1.5 mi south of Collegeville, 2.2 mi downstream

from Bice Ditch, 2.9 mi upstream from Carpenter Creek, and 3.2 mi upstream from mouth.

83.7 mi2.

July 1948 to December 1951, October 1952 to September 1982 (discontinued).

70.1 ft3/s.

0.70 ft3/s.

7.5 10 11

2.9 3.2 3.7

1.8 1.8 1.9

2.2 2.3 2.7

ILLINOIS RIVER BASIN

None.
248 Low-Flow Characteristics of Indiana Streams

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05524000 CARPENTER CREEK AT EGYPT, INDIANA

0.2 0.3 0.3 0.4 0.6 1.0 3.0 6.5

.0 .0 .0 .1 .1 .3 .8 2.1

.0 .0 .0 .0 .0 .2 .4 1.1

.0 .0 .0 .0 .0 .1 .2 .6

.0 .0 .0 .0 .0 .0 .1 .3

604

449

436

313

172

96

47

28

18

11

6.1

3.0

1.3

.46

.22

.08

.01

.01

Lat 40°51’58”, long 87°12’20”, in SE1/4SW1/4 sec.15, T.28 N., R.7 W., Jasper County, Hydrologic Unit

07120002, on left bank at downstream side of bridge on State Highway 16; 0.5 mi north of Egypt, 4 mi southwest of

Collegeville, and at mile 4.0.

44.8 mi2.

July 1948 to December 1951, October 1952 to September 1982 (discontinued).

38.3 ft3/s.

0.00 ft3/s.

3.4 3.9 4.7

.1 .1 .2

.0 .0 .0

.2 .2 .3

ILLINOIS RIVER BASIN

None.
Low-Flow Characteristics for Continuous-Record Stations in Indiana 249

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05524500 IROQUOIS RIVER NEAR FORESMAN, INDIANA

22 23 24 26 30 39 71 115

13 13 14 15 18 21 34 57

9.6 10 11 12 13 16 23 38

7.6 8.1 8.7 9.2 11 13 16 27

5.9 6.3 6.8 7.1 8.7 10 11 18

3180

2790

2700

2190

1530

1090

644

397

274

194

136

83

51

28

20

14

12

10

Lat 40°52’14”, long 87°18’24”, in NE1/4SE1/4 sec.15, T.28 N., R.8 W., Newton County, Hydrologic Unit

 07120002, on right bank at downstream side of bridge on State Highway 55; 0.2 mi north of intersection of

 State Highways 16 and 55; 0.5 mi downstream from Mosquito Creek, 0.6 mi west of Foresman, 3 mi east of Brook,

 and at mile 72.7.

449 mi2.

December 1948 to current year.

403 ft3/s.

6.3 ft3/s.

72 84 97

14 15 17

10 11 12

24 25 29

ILLINOIS RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

50

interval

(years)

Magnitude and frequency of annual low flow

Recurrence

2

5

10

20

REMARKS—

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

05536179 HART DITCH AT DYER, INDIANA

-- -- 0.6 -- -- -- -- --

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

-- -- .3 -- -- -- -- --

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

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

Lat 41°30’28”, long 87°30’36”, in NE1/4NE1/4, sec. 12, T.35N., R.10W., Lake County, Hydrologic Unit

07120003, on right bank 50 feet upstream from 213th Street in Dyer, 0.8 mi upstream from Dyer Dtich.

37.6 mi2.

October 1989 to current year.

53.4 ft3/s.

1.5 ft3/s.

DES PLAINES RIVER BASIN

Only the 7Q2 and 7Q10 were calculated due to this site having less than 10 years of record; --, indicates that

no flow characteristics were computed.

5 222

10 138

15 90

20 66

25 50

30 38

35 31

40 25

45 21

50 18

55 15

60 12

65 9.7

70 7.8

75 6.5

80 5.4

85 4.5

90 3.8
Low-Flow Characteristics for Continuous-Record Stations in Indiana 251

LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05536190 HART DITCH AT MUNSTER, INDIANA

4.1 4.5 4.9 5.4 6.6 8.4 13 20

2.9 3.2 3.4 3.7 4.6 5.5 7.6 10

2.4 2.6 2.8 3.2 3.9 4.5 5.9 7.3

2.1 2.3 2.4 2.8 3.4 3.9 4.8 5.4

1.8 1.9 2.0 2.4 3.0 3.3 3.8 3.8

1040

805

773

527

273

150

74

46

32

23

17

12

8.0

5.8

4.6

3.9

3.3

2.8

Lat 41°33’40”, long 87°28’50”, in SE1/4NW1/4 sec.20, T.36 N., R.9 W., Lake County, Hydrologic Unit

 07120003, on left bank at Munster city limits, 0.2 mi downstream from Ridge Road, and 0.4 mi upstream from

 mouth.

70.7 mi2.

September 1942 to current year.

66.5 ft3/s.

1.6 ft3/s.

8.9 10 12

3.4 3.7 4.3

3.0 3.2 3.6

3.6 3.9 4.3

DES PLAINES RIVER BASIN

None.
LOCATION—

1 3 7 14 30 60 120 183

Lowest average flow, in ft3/s, for indicated period

of consecutive days

DRAINAGE AREA—

PERIOD OF RECORD—

AVERAGE DISCHARGE—

MINIMUM DAILY DISCHARGE—

Mar.–May

June–Aug.

Sept.–Nov.

Dec.–Feb.

50

interval

(years)

Magnitude and frequency of annual low flow

0.5

.9

1.0

2.0

5.0

10

20

30

40

50

60

70

80

90

95

98

99

99.5

Percentage

of time

Discharge

(ft3/s)

Percentage of time daily discharge was equaled or exceeded for the period of record

Percentage

of time

Discharge

(ft3/s)

Percentage

of time

Discharge

(ft3/s)

Recurrence

3 7 14

Lowest average flow, in ft3/s, for

indicated period of consecutive days

Magnitude of 10-year seasonal low flow

2

5

10

20

3-month

period

REMARKS—

05536195 LITTLE CALUMET RIVER AT MUNSTER, INDIANA

6.0 6.3 6.7 7.4 9.9 13 21 32

4.0 4.2 4.6 5.2 6.9 8.8 13 18

3.2 3.4 3.8 4.5 5.9 7.2 11 13

2.4 2.5 2.8 3.6 5.2 6.1 8.7 10

1.8 2.2 2.2 3.2 4.6 5.2 7.0 7.3

664

584

570

462

300

195

108

67

46

33

25

18

13

8.5

6.8

5.4

4.5

3.8

Lat 41°34’07”, long 87°31’18”, in SE1/4NW1/4 sec.13, T.36 N., R.10 W., Lake County, Hydrologic Unit

 07120003, on left bank 200 ft upstream from Hohman Avenue bridge at Munster north city limits, 0.4 mi

 upstream from Indiana-Illinois State line, and 4.6 mi upstream from Thorn Creek.

90.0 mi2.

June 1958 to current year.

74.9 ft3/s.

1.9 ft3/s.

11 12 14

3.9 4.2 5.3

4.0 4.3 5.5

5.9 6.5 7.3

DES PLAINES RIVER BASIN

Flow from eastern part of Little Calumet River Basin is diverted to Lake Michigan by Burns Ditch.
TABLE 2

LOW-FLOW CHARACTERISTICS FOR

PARTIAL-RECORD STATIONS IN INDIANA
254 Low-Flow Characteristics of Indiana Streams

Table 2. Low-flow characteristics for partial-record stations in Indiana

[mi2

, square miles; ft3/s, cubic feet per second; Ind., Indiana; Lat, latitude; °, degrees; ’, minutes; ”, seconds; Long, longitude;

Sec, Section; T, Township; R, Range; N, North; E, East; S, South; W, West; --, no estimate of 7Q2]

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)

03274800 Martindale

Creek near

Cambridge City,

Ind.

58.1 Lat 39°49’50”, Long 85°08’32”,

on a line between Secs 13 and 24,

T.16N., R.12E., Wayne County, 1.25

miles upstream from U.S. Highway

40, and 1.75 miles northeast of

Cambridge City

1.6 3.8

03274900 Greens Fork at

Greens Fork,

Ind.

66.7 Lat 39°53’35”, Long 85°02’39”,

in NE1/4 SW1/4 Sec 26, T.17N.,

R.13E., Wayne County, at State

Highway 38 bridge at west edge of

Greens Fork.

1.9 5.1

03275200 Salt Creek near

Metamora, Ind.

115 Lat 39°26’35”, Long 85°11’01”,

in SW1/4 Sec 34, T.12N., R.12E.,

Franklin County, 0.3 mile south or

U.S. Highway 52, and 2.75 miles

west of Metamora.

.5 1.2

03275576 Elkhorn Creek

at Richmond,

Ind.

27.5 Lat 39°45’15”, Long 84°55’17”,

in Sec 31, T.13N., R.1W., Wayne

County, at bridge on U.S. Highway

27, 3.5 miles south of Richmond.

.0 --

03275700 Silver Creek

near Liberty,

Ind.

9.67 Lat 39°39’36”, Long 84°55’39”,

on line between Sec 31, T.12N.,

R.1W., and Sec 36, T.12N, R.2W.,

Union County, at bridge on U.S.

Highway 27, 1.5 miles north of Liberty.

.0 .0

03275850 Hanna Creek

near Roseburg,

Ind.

22.3 Lat 39°34’58”, Long 84°56’48”,

in SW1/4 SW1/4 Sec 25, T.11N.,

R.2W., Union County, at bridge on

State Highway 101, 0.5 mile south

of Roseburg.

.1 .8

03276527 Big Cedar

Creek at Cedar

Grove, Ind.

29.6 Lat 39°21’27”, Long 84°56’26”,

in SE1/4 NW1/4 Sec 13, T.8N.

R.2W., Franklin County, on U.S.

Highway 52, 0.1 mile west of Cedar

Grove or 5.4 miles east of

Brookville on Big Cedar Creek.

.0 --

03276630 Tanners Creek

near Guilford,

Ind.

84.1 Lat 39°09’15”, Long 84°53’50”,

E1/2 Sec 29, T.6N., R.1W., Dearborn County, on Pribble Road low

water bridge crossing 2.3 miles

southeast of Guilford.

.0 .2
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 255

03276750 Laughery Creek

near Ballstown,

Ind.

39.8 Lat 39°14’42”, Long 85°14’52”,

in SW1/4 NE1/4 Sec 12, T.9N.,

R.11E., Ripley County, at bridge on

State Highway 229, 0.6 mile south

of Ballstown.

0.0 0.0

0327678050 Laughery Creek

near Versailles,

Ind.

151 Lat 39°06’13”, Long 85°14’16”,

in SE1/4 Sec 30, T.8N., R.12E., Ripley County, Tributary to Ohio River

at filtration plant on State Highway

350, 2.5 miles east of Osgood.

.0 --

0327679050 Falling Timber

Creek near

Versailles, Ind.

6.00 Lat 39°04’52”, Long 85°13’55”,

in NW1/4 SE1/4 Sec 6, T.8N.,

R.12E., Ripley County, alongside

trail upstream from mouth approximately 1.5 miles northeast of Versailles.

.0 .0

03276805 Laughery Creek

at Versailles,

Ind.

167 Lat 39°04’28”, Long 85°14’42”,

on line between Secs 1 and 12,

T.7N., R.11E., Ripley County, 1.4

miles upstream from U.S. Highway

50, at dam on Laughery Creek in

Versailles State Park at Versailles.

.0 --

032917875 Brushy Creek at

Manville, Ind.

15.3 Lat 38°47’28”, Long 85°16’14”,

in Sec 14 T.4N., R.11E., Jefferson

County, at mouth in Manville.

.0 --

0329179050 West Fork

Indian-Kentuck

Creek near

Manville, Ind.

10.3 Lat 38°47’13”, Long 85°16’57”,

in Sec 15, T.4N., R.11E., Jefferson

County, at Manville.

.0 --

03291800 Indian-Kentuck

Creek near

Manville, Ind.

121 Lat 38°47’10”, Long 85°16’58”,

in SE 1/4 Sec 15, T.4N., R.11E., Jefferson County, southeast of Manville, 0.2 miles below mouth of west

fork Indian-Kentuck Creek.

.0 --

03292400 Fourteenmile

Creek near

Charlestown,

Ind.

97.0 Lat 38°27’58”, Long 85°37’04”,

in SE1/4 SE1/4 of Lot 120, T.2S.,

R.9E., Clark County, Clark military

grant at bridge on State Highway 62,

3 miles northeast of Charlestown.

.0 .2

03293665 Blue Lick Creek

at Memphis,

Ind.

6.90 Lat 38°30’00”, Long 85°45’55”,

Clark County, at Bridge on U.S.

Highway 31, 2.4 miles north of

Memphis.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

256 Low-Flow Characteristics of Indiana Streams

032939205

(382457085451

001)

Muddy Fork

Creek near

Speed, Ind.

65.8 Lat 38°24’57”, Long 85°45’10”,

in Sec 130, T.1S., R.6E., Clark

County, Tributary to Silver Creek at

bridge on U.S. Highway 31, on

north edge of Speed.

0.0 --

0330000050 Silver Creek

near New

Albany, Ind.

212 Lat 38°20’03”, Long 85°47’41”,

Floyd County, at Blackiston Mill,

and 1 mile north of New Albany.

.0 --

03302600 Little Indian

Creek near

Corydon, Ind.

32.5 Lat 38°11’59”, Long 86°05’44”,

NE1/4 Sec 5, T.4S., R.4E., Harrison

County, at bridge on County Highway, 0.2 mile south of State Highway 62, 1.75 miles east of Corydon.

.2 .5

03302700 Middle Fork

Blue River near

Salem, Ind.

38.4 Lat 38°32’36”, Long 86°05’37”,

in NE1/4 Sec 8, T.1N., R.4E., Washington County, at bridge on State

Highway 135, 1.7 miles upstream

from confluence with west fork Blue

River and 3.8 miles south of Salem.

.0 .0

03302730 South Fork Blue

River near

Palmyra, Ind.

64.3 Lat 38°28’07”, Long 86°4’55”, in

SW1/4 NE1/4 NW1/4 Sec 4, T.1S.,

R.4E., Washington County at bridge

on Old Palmyra Road, 0.2 mile

north of State Highway 135, 4.7

miles north of Junction of U.S.

Highway 150 and State Highway

135 at Palmyra.

.0 .0

03302850 Whiskey Run at

Milltown, Ind.

39.8 Lat 38°21’08”, Long 86°17’01”,

in SE 1/4 SW1/4 Sec 10, T.2S.

R.2E., Crawford County, at bridge

on County Road, 0.25 mile south of

State Highway 64 and 0.8 mile north

of intersection of Main and Station

in Milltown.

.1 .5

03302900 Spring Creek

near White

Cloud, Ind.

36.6 Lat 38°14’20”, Long 86°13’45”,

SE1/4 Sec 19, T.35S., R.3E., Harrison County, at county bridge 0.8

mile north of White Cloud.

5.9 11

03303050 Bird Hollow

Creek near

English, Ind.

9.31 Lat 38°21’02”, Long 86°28’01”,

in SE1/4 NW1/4 NW1/4 Sec 13,

T.2S., R.1W., Crawford County, at

bridge on State Highway 37, 0.7

mile north of Highway 64.

.0 .0

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 257

03303160 Little Blue

River near

Grantsburg, Ind.

54.4 Lat 38°16’53”, Long 86°28’03”,

in SW1/4 SE1/4 Sec 1, T.3S., R.1W.,

Crawford County, at bridge on State

Highway 37, 0.5 mile south of

Grantsburg.

0.0 0.2

03303181 Little Blue

River near

Sulphur, Ind.

92.6 Lat 38°12’53”, Long 86°27’11”,

in SE1/4 NW1/4 NW1/4 Sec 36,

T.35., R.1E., Crawford County,

Tributary to Ohio River at bridge on

U.S. Highway 460, 1 mile southeast

of Sulphur.

.0 --

033031862 Stinking Fork

Little Blue

River at Sulphur

Springs, Ind.

27.0 Lat 38°12’33”, Long 86°28’29”,

in S1/2 Sec 35, T.3S., R.1N., Crawford County, on State Road 66 at

Sulphur Springs.

.0 --

03303190 Little Blue

River near

Beechwood,

Ind.

128 Lat 38°10’01”, Long 86°24’57”,

SW1/4 NE1/4 SE1/4 Sec 16, T.4S.,

R.1E., Crawford County, 0.5 mile

above confluence with Turkey Fork,

at county, road 3.0 miles south of

Beechwood.

.1 .3

03303240 Deer Creek near

Cannelton, Ind.

8.70 Lat 37°58’16”, Long 86°38’40”,

in SW1/4 SE1/4 SE1/4 Sec 20 T.6S.,

R.2W., Perry County, at county road

bridge, 6.8 miles northeast of Cannelton.

.0 .0

033032785 Anderson River

at St. Meinrad,

Ind.

95.2 Lat 38°10’02”, Long 86°47’53”,

NW1/4 SE1/4 Sec 13, T.4S., R.4W.,

Spencer County, on Bristow

St. Meinrad Road, 0.8 mile southeast of St. Meinrad

.0 --

03303950 Otter Creek near

De Gonia

Springs, Ind.

30.1 Lat 38°02’24”, Long 87°12’22”,

in SE1/4 SE1/4 NE1/4 Sec 32 T.5S.,

R.7W., Warrick County, at bridge on

State Highway 62, 1.5 miles southwest of De Gonia Springs.

.6 1.0

03304000 Little Pigeon

Creek near

Tennyson, Ind.

150 Lat 38°02’43”, Long 87°07’08”,

in NW1/4 Sec 31, T.5S., R.6W.,

Warrick County, at bridge operated

as continuous-record gaging, on

State Highway 161 or East 650

Road, 2.3 miles south of Tennyson.

.0 .0

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

258 Low-Flow Characteristics of Indiana Streams

03304055 Little Pigeon

Creek near

Midway, Ind.

268 Lat 38°00’23”, Long 87°10’29”,

in SE1/4 Sec 10, T.6S., R.7W. Warrick County, at bridge on State Highway 161, 1.3 miles downstream

from Otter Creek, 2.0 miles west of

Midway and 3.4 miles south of

De Gonia Springs.

0.0 --

03322050 Pigeon Creek

near Buckskin,

Ind.

190 Lat 38°11’38”, Long 87°25’28”,

on line between Secs 4 and 9, T.4S.

R.9W., Warrick County, at bridge on

State Highway 68, 2.3 miles south

of Buckskin and 6.4 miles west of

Lynnville.

.0 --

03322800 Bear Creek near

Bryant, Ind.

14.5 Lat 40°30’53”, Long 84°58’23”,

SE 1/4 Secs 19, T.24N., R.14E. Jay

County, at bridge on U.S. Highway

27, 1.2 miles south of Bryant.

.0 .0

03322860 Loblolly Creek

at Geneva, Ind.

67.2 Lat 40°34’59”, Long 84°57’38”,

NW1/4 NE1/4 Sec 32, T.25N.,

R.14E., Adams County, 200 feet

upstream from bridge on U.S. Highway 27, at south edge of Geneva.

.5 1.1

03322880 Limberlost

Creek at

Geneva, Ind.

41.7 Lat 40°34’59”, Long 84°57’38”,

NW1/4 Sec 32, T.25N., R.14E.

Adams County, 200 feet upstream

from bridge on U.S. Highway 27, at

south edge of Geneva.

.1 .2

03322980 Sixmile Creek

near Bluffton,

Ind.

30.0 Lat 40°42’24”, Long 85°05’16”,

in NE1/4 NE1/4 SW1/4 Sec 14,

T.26N., R.12E., Wells County, on

County Road 250 south, about 3

miles southeast of Bluffton.

.1 .3

03323150 Rock Creek

near Rockford,

Ind.

80.8 Lat 40°44’31”, Long 85°18’24”,

in NW1/4 NW1/4 NE1/4 Sec 5,

T.26N., R.11E., Wells County, at

bridge on State Highway 124, 3.5

miles east of State Highway 3.

.7 2.0

03323200 Rock Creek

near Markle,

Ind.

93.7 Lat 40°47’47”, Long 85°21’28”,

NE1/4 Sec 14, T.27N., R.10E. Huntington County, at bridge on State

Highway 3, 2.2 miles southwest of

Markle.

No correlation

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 259

03323700 Aboite Creek

near Aboite,

Ind.

52.7 Lat 40°59’23”, Long 85°21’00”,

on line between Secs 1 and 12,

T.29N., R.10E., Huntington County,

on County Road 1100 north,

0.5 mile east of State Highway 37,

800 feet above mouth, 2.25 miles

northeast of Roanoke.

0.6 1.9

03323800 Eightmile Creek

at Zanesville,

Ind.

45.8 Lat 40°54’40”, Long 85°17’30”,

in Sec 4, T.28N., R.11E., Wells

County, at bridge on State Highway

3, 0.7 mile southwest of Zanesville.

.2 .8

03324050 Clear Creek

near

Huntington, Ind.

49.0 Lat 40°54’57”, Long 85°32’31”,

in NE1/4 NW1/4 NW1/4 Sec 5,

T.28N., R.9E., Huntington County,

at bridge on State Highway 16, 0.75

mile west of State Highway 5.

.0 .2

03324102 Loon Creek at

Huntington, Ind.

12.5 Lat 40°50’31”, Long 85°31’36”,

in NW1/4 Sec 33, T.28N., R.9E.,

Huntington County, at bridge on

State Highway 37, 1.5 miles southwest of Huntington.

.0 --

03324250 Salamonie River

at Montpelier,

Ind.

253 Lat 40°33’33”, Long 85°16’43”,

NE 1/4 NE1/4 SE 1/4 Sec 4, T.24N.,

R.11E., Blackford County, at bridge

on State Highway 303, on north

edge of Montpelier.

2.9 6.5

03324270 Prairie Creek

near Montpelier,

Ind.

32.1 Lat 40°36’27”, Long 85°21’31”,

in N1/2 NE1/4 Sec 23, T.25N.,

R.10E., Wells County, on Jeff Road

5.3 miles northwest of Montpelier.

.0 .0

03324280 Black Creek

near Warren,

Ind.

47.0 Lat 40°38’55”, Long 85°26’02”,

in NW1/4 SE1/4 NE1/4 Sec 6,

T.25N., R.10E., Wells County, at

bridge on County Road 1120 West

about 2 miles south of Warren.

.0 .0

03324700 Treaty Creek at

Wabash, Ind.

30.1 Lat 40°47’31”, Long 85°48’36”,

SE1/4 NE1/4 NE1/4 Sec 14, T.27N.,

R.6E., Wabash County, at bridge on

Water Works Road, 0.5 mile southeast of Wabash.

No correlation

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

260 Low-Flow Characteristics of Indiana Streams

03325700 Halfway Creek

near Albany,

Ind.

19.1 Lat 40°19’37”, Long 85°12’56”,

in NW1/4 NW1/4 SE1/4 Sec 29,

T.22N., R.12E., Delaware County, at

bridge on County Road 15 East, 1.0

mile north of State Highway 67, 1.5

miles northeast of Albany.

.0 .0

033258205 Mud Creek near

Albany, Ind.

11.7 Lat 40°17’15”, Long 85°14’10”,

in NW1/4 Sec 12, T.21N., R.11E.,

Delaware County, at bridge on

county road; 1,300 feet upstream

from mouth and 0.8 mile south of

Albany.

0.0 --

03325940 Campbells

Creek near

Desoto, Ind.

20.4 Lat 40°15’39”, Long 85°17’22”, in

NW1/4 Sec 21, T.21., R.11E., Delaware County, at bridge on County

Road 525 East, 1 mile north of Desoto.

.0 --

033259605 Mississinewa

River Tributary

near Albany,

Ind.

2.35 Lat 40°17’03”, Long 85°17’36”,

on line between Secs 8 and 9,

T. 21N., R.11E., Delaware County,

tributary of Mississinewa River, 0.5

mile south of State Highway 67/28

on 500 East Road at bridge, 3.1

miles southwest of Albany.

.0 --

033259845 Bosman Ditch

near Albany,

Ind.

3.05 Lat 40°20’03”, Long 85°17’08”,

in N1/2 Sec 28, T.22N., R.11E., Delaware County, at bridge on County

Road 550 East, 3.5 miles northwest

of Albany.

.0 --

033259855 Bosman Ditch

Tributary near

Albany, Ind.

1.56 Lat 40°19’40”, Long 85°17’08”,

at center of Sec 28, T.22N., R.11E.,

Delaware County, at bridge on

County Road 550 East, 0.3 mile

upstream from mouth, and 3.2 miles

northwest of Albany

.0 --

0332601850 Rees Ditch near

Dunkirk, Ind.

6.43 Lat 40°22’24”, Long 85°16’38”,

on line between Secs 9 and 10,

T.22N., R.11E., Delaware County, at

bridge on County Road 600 East,

and 3.6 miles west of Dunkirk.

.0 --

03326025 Rees Ditch near

Eaton, Ind.

13.5 Lat 40°20’08”, Long 85°19’25”, in

SW1/4 Sec 19, T.22N., R.11E.,

Delaware County at bridge on

County Road 350 East, 0.9 mile

east of Eaton.

No correlation

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 261

03326100 Big Lick Creek

near Wheeling,

Ind.

76.2 Lat 40°22’37”, Long 85°26’52”,

NE1/4 Sec 12, T.22N., R.9E., Delaware County, at county highway

bridge 0.8 mile upstream from

mouth and 1.25 miles northeast of

Wheeling.

No correlation

03326130 Studebaker

Ditch near

Wheeling, Ind.

10.5 Lat 40°20’10”, Long 85°25’35”,

on line between Sec 19 and 20,

T.22N., R.10E., Delaware County, at

bridge on County Road 200 West,

2.7 miles southeast of Wheeling.

No correlation

033261405 Hayden Ditch

near Wheeling,

Ind.

4.45 Lat 40°20’08”, Long 85°27’55”,

on line between Secs 24 and 25,

T.22N., R.9E., Delaware County, at

bridge on County Road 1000 North,

0.9 mile upstream from mouth and

2.2 miles south of Wheeling.

0.0 --

033261455 Hedgeland

Ditch near

Wheeling, Ind.

2.76 Lat 40°20’39”, Long 85°27’55”,

in NE1/4 Secs 23, T.22N., R.9E.,

Delaware County, at bridge on U.S.

Highway 35, 0.6 mile upstream

from mouth, and 1.4 miles south of

Wheeling.

.0 --

03326375 Deer Creek at

Marion, Ind.

45.2 Lat 40°30’30”, Long 85°38’15”,

in the NE1/4 Sec 29, T.24N., R.8E.,

Grant County, on Lincoln

Boulevard, at the south edge of

Marion.

.3 1.2

03326480 Lugar Creek at

Marion, Ind.

30.0 Lat 40°32’20”, Long 85°37’40”,

in SW1/4 SE1/4 SW1/4 Sec 9,

T.24N., R.8E., Grant County, at

bridge on Stone Road, 2.0 miles east

of Marion.

.3 .7

0332675550 Badger Creek

near

La Fontaine,

Ind.

2.80 Lat 40°40’02”, Long 85°43’44”,

in SE1/4 SW1/4 Sec 27, T.26N.,

R.7E., Wabash County, at bridge on

County Road 1100 South, 0.5 mile

southwest of La Fontaine.

.0 .0

03327530 Minnow Creek

Tributary near

Logansport, Ind.

.50 Lat 40°43’46”, Long 86°17’48”,

in NW1/4 NW1/4 SW1/4 Sec 3,

T.26N., R.2E., Cass County, at

culvert on U.S. Highway 35, 4.0

miles southeast of State Highway 29

in Logansport.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

262 Low-Flow Characteristics of Indiana Streams

033275554 Johnson Drain

near

Churubusco,

Ind.

8.67 Lat 41°11’13”, Long 85°17’32”,

SE1/4 NE1/4 Sec 31, T.32N.,

R.11E., Allen County, at bridge on

State Road 33, 3.3 miles southeast

of Churubusco.

.2 .6

03327590 Eel River near

Columbia City,

Ind.

77.4 Lat 41°08’33”, Long 85°27’25”,

NW1/4 SE1/4 NE1/4 Sec 13,

T.13N., R.9E., Whitley County, at

bridge on Old U.S. Highway 30, 1.5

miles east of junction 9 and 30.

4.8 9.0

03327620 Blue River near

Churubusco,

Ind.

35.8 Lat 41°13’49”, Long 85°23’27”,

in E1/2 Sec 17, T.32N., R.10E.,

Whitley County, at bridge on Anderson Road, 4 miles west of Churubusco and 0.75 mile east of County

Road 450 East.

1.5 2.1

03327770 Blue River near

Columbia City,

Ind.

61.0 Lat 41°10’52”, Long 85°27’24”,

in SW1/4 Sec 35, T.32N., R.9E.,

Whitley County, 2.6 miles east of

State Highway 9, 2.2 miles northeast

of Columbia City, 2.5 miles downstream from Thorn Creek.

3.5 5.0

03327853 Spring Creek

near Columbia

City, Ind.

8.12 Lat 41°09’55”, Long 85°34’05”,

in SE1/4 SE1/4 Sec. 1, T.31N.,

R.8E., Whitley County, at bridge on

County Road 400 West,1 mile south

of Highway 30, and 4.1 miles west

of intersection of U.S. Highways 30

and 109 in Columbia City.

.0 .1

03327875 Clear Creek

above Spring

Creek at South

Whitley, Ind.

9.58 Lat 41°05’39”, Long 85°37’20”,

in SE1/4 NW1/4 SW1/4 Sec 34,

T.31N., R.8E., in Whitley County,

upstream of bridge on State Road

205, approximately 0.5 mile north of

South Whitley.

.0 .0

03327876 Spring Creek

below Clear

Creek at South

Whitley, Ind.

44.0 Lat 41°05’39”, Long 85°37’20”,

in SW1/4 of Sec 34, T.31N., R.8E.,

in Whitley County, on State Highway 205 at the northeast edge of

South Whitley.

2.6 3.7

03327900 Sugar Creek at

South Whitley,

Ind.

30.7 Lat 41° 04’31”, Long 85°36’54”,

on line between Secs 3 and 10

T.30N., R.8E., Whitley County, at

bridge on Highway 14, 0.3 mile east

of intersection of State Highways 5

and 105 on the southeast edge of

South Whitley.

.5 1.1

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 263

03328420 Paw Paw Creek

near Roann, Ind.

31.2 Lat 40°53’40”, Long 85°53’19”,

in SW1/4 NW1/4 NW1/4 Sec 8,

T.28N., R.6E., Wabash County, at

bridge on State Highway 15,

3.5 miles northwest of intersection

of State Highways 115 and 15 near

Roann.

.2 .6

03328470 Twelve Mile

Creek near

Hoover, Ind.

53.0 Lat 40°48’31”, Long 86°13’22”,

in NE1/4 SE1/4, T.27., R.3E., Cass

County, at bridge on County Road

300 North, 1.2 miles west of

Hoover.

4.1 6.6

03329100 Crooked Creek

near Royal

Center, Ind.

35.9 Lat 40°48’23”, Long 86°29’31”,

in NW1/4 Sec 11, T.27N., R.1W.,

Cass County, at triple culverts on

625 West Road, 4 miles south of

Royal Center.

4.7 7.3

03329150 Crooked Creek

near

Logansport, Ind.

54.2 Lat 40°45’51”, Long 86°29’54”,

in NW1/4 Sec 26, T.27N., R.1W.,

Cass County, at bridge on U.S.

Highway 24, 2.5 miles west of

County Road 600 West, 6.5 miles

west of Logansport.

15 21

03329300 Rock Creek

near Rockfield,

Ind.

80.8 Lat 40°39’10”, Long 86°33’30”,

in SE1/4 Sec 22, T.26N., R.1E., Carroll County, at bridge on State Highway 25, 1.25 miles northeast of

Rockfield.

.6 2.1

03329510 Deer Creek near

Lincoln, Ind.

56.5 Lat 40°36’11”, Long 86°12’10”,

SW1/4 NW1/4 Sec 35;, T.25N.,

R.4E., Cass County, 1 mile south of

Lincoln.

1.5 2.8

03329530 South Fork Deer

Creek at

Galveston, Ind.

31.6 Lat 40°34’54”, Long 86°11’23”,

SE1/4 NW1/4 SE1/4 Sec 28, T.25N.,

R.3E., Cass County, at bridge on

Highway 35, at north edge of

Galveston.

.8 1.6

03329580 Little Deer

Creek near

Camden, Ind.

52.9 Lat 40°35’26”, Long 86°28’02”,

in SW1/4 SW1/4 SW1/4 Sec 19,

T.25N., R.1E., Carroll County, at

North Road bridge, approximately 4

miles southeast of Camden.

1.0 2.3

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

264 Low-Flow Characteristics of Indiana Streams

03329600 Bachelor Run

near Flora, Ind.

13.5 Lat 40°32’50”, Long 86°29’30”,

on line between Secs 2 and 11,

T.24N., R.1W., Carroll County, at

bridge on State Highway 18, 1.2

miles east of Flora.

.2 .5

0333075050 Long Ditch

Tributary near

Stony Ridge,

Ind.

.07 Lat 41°19’30”, Long 85°46’25”,

in SW1/4 SE1/4 Sec 12, T.33N.,

R.6E., Kosciusko County, at bridge

on Stanton Road, 0.3 mile southeast

of Stony Ridge.

.0 --

03331350 Big Yellow

Creek near

Mentone, Ind.

47.8 Lat 41°10’18”, Long 86°07’16”,

in NE1/4 NW1/4 Sec 6. T.31N.,

R.4E., Fulton County, at bridge on

State Highway 25, 0.1 mile south of

junction of State Highway 110 about

4.5 miles west of Mentone.

1.8 3.4

03331375 Chippewanuck

Creek near

Rochester, Ind.

43.7 Lat 41°06’43”, Long 86°11’09”,

NW1/4 NW1/4 NW1/4 Sec 27,

T.31N., R.3E., Fulton County, at

bridge on State Highway 25, 3.5

miles north of Rochester.

5.2 7.4

03331430 Mud Creek near

Bruce Lake, Ind.

66.9 Lat 41°03’10”, Long 86°19’39”,

on line between Secs 8 and 17,

T.30N., R.2E., Fulton County, at

bridge on State Highway 14, 4.5

miles east of Bruce Lake and 5.5

miles west of Rochester.

2.9 5.4

0333143840 Curtiss Ditch

near Culver,

Ind.

2.40 Lat 41°12’12”, Long 86°23’20”,

in SE1/4 SE1/4 Sec 22, T.32N.,

R.1E., Marshall County, at bridge on

State Highway 117, near east side of

lake and adjacent to golf course.

.0 --

03331750 Quigley Marsh

Ditch at

Winamac, Ind.

14.8 Lat 41°03’20”, Long 86°36’12”,

on line between Secs 11 and 12,

T.30N., R.2W., Pulaski County, at

north edge of Winamac at Indian

Head Motel on U.S. Highway 35

bridge, 0.3 mile north of State Highway 14 East of Winamac.

6.2 7.7

03331780 Mill Creek near

Fulton, Ind.

24.8 Lat 40°57’28”, Long 86°20’06”,

in S1/2 NW1/4 SW1/4 Sec 17,

T.29N., R.2E., at bridge on Fulton

County Road, 1 mile north of State

Road 114, and 5 mile west of Fulton

and 0.75 mile north of Marshtown.

1.8 3.0

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 265

03332250 Indian Creek

near Thornhope,

Ind.

56.6 Lat 40°55’12”, Long 86°31’42”,

NE1/4 SE1/4 NE1/4 Sec 33. T.29N.,

R.1W., Pulaski County, at bridge on

U.S. Highway 35, 1/3 mile south of

Thornhope.

8.4 11

03332350 Big Monon

Creek near

Medaryville,

Ind.

69.6 Lat 41°03’21”, Long 86°50’02”,

in NW1/4 NW1/4 Sec 13, T.30N.,

R.4W., Pulaski County, at bridge on

State Highway 14, 3 miles east of

Junction of U.S. Highway 421, 3.5

miles southeast of Medaryville.

11 18

03332440 Hoagland Ditch

near Monon,

Ind.

72.8 Lat 40°48’52”, Long 86°48’51”,

in NE1/4 NE1/4 SE1/4 Sec 1, on

line with Sec 6, T.27N., R.4W., at

bridge on White County Road, 3.75

miles south of State Road 16, 1 mile

west of confluence at Lake Schaefer,

and 7 miles southeast of Monon.

0.5 1.3

03332480 Honey Creek

near Reynolds,

Ind.

38.4 Lat 40°46’53”, Long 86°48’52”,

on line between Secs 19 and 24,

T.27N., and on line between R.3W.,

and 4W., White County, at bridge on

County Road 300 East, about 5

miles northwest of Monticello.

.3 .9

03332550 Pike Creek near

Norway Ind.

20.6 Lat 40°46’51”, Long 86°44’42”,

in NE1/4 NE1/4 NW1/4 Sec 22,

T.27N., R.3W., White County, at

bridge on State Highway 39, 2.0

miles north of U.S. Highway 24.

3.5 6.4

03332800 Big Creek near

Monticello, Ind.

(previously

published as

“near

Chalmers”)

55.3 Lat 40°40’16”, Long 86°47’14”,

in NW1/4 SW1/4 Sec 9, T.26N.,

R.3W., White County, at bridge on

county road 4.8 miles east of State

Highway 43 in Chalmers.

1.3 3.4

03333100 Moots Creek

near Brookston,

Ind.

42.7 Lat 40°34’18”, Long 86°48’42”,

on line between Sec 36, T.25N.,

R.4W., and Sec 31, T.25N., R.3W.,

White County, at bridge on County

Road 300 East, 3.5 miles southwest

of Brookston.

.6 1.4

0333338050 Turkey Creek

near Windfall,

Ind.

39.7 Lat 40°22’35”, Long 85°57’23”,

on line between Sec 9 and 10,

T.22N., R.5E., Tipton County, at

bridge on State Highway 213, 1 mile

north of Windfall.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

266 Low-Flow Characteristics of Indiana Streams

03333400 Mud Creek near

Windfall, Ind.

74.8 Lat 40°24’23”, Long 85°56’48”,

in NW1/4 NE1/4 Sec 34, T.23N.,

R.5E., Tipton County, at bridge on

500 South Road along TiptonHoward County line 0.5 mile east of

State Highway 213 and 3.3 miles

north of Windfall.

.3 1.0

03333800 Little Wildcat

Creek near

Middleton, Ind.

26.0 Lat 40°26’47”, Long 86°13’17”,

in NW1/4 NW1/4 NW1/4 Sec 17,

T.23N., R.3E., Howard County, at

bridge on County Road 500 West,

about 0.5 mile north of Howard

County South Road, 0.5 mile northwest of West Middleton.

No correlation

03334200 Prairie Creek

Tributary near

Franfort, Ind.

2.61 Lat 40°15’14”, Long 86°30’36”,

in NW1/4 SE1/4 NE1/4 Sec 22,

T.21N., R.1W., Clinton County, at

culvert on State Highways 38 and

39, 1.8 miles south of State Highway 28, in Frankfort.

0.0 --

03334300 Kilmore Creek

at Kilmore, Ind.

62.6 Lat 40°20’40”, Long 86°30’25”,

in SW1/4 Sec 14, T.22N., R.1W.,

Clinton County, at county highway

bridge 0.2 mile south of Kilmore.

.0 .2

03334330 Kilmore Creek

near Frankfort,

Ind.

77.4 Lat 40°19’41”, Long 86°37’05”,

in the NE1/4 Sec 27, T.22N., R.2W.,

Clinton County, on Gasline Road

6.3 miles northwest of Frankfort.

.4 .9

03334700 Middle Fork

Wildcat Creek

near Rossville,

Ind.

54.0 Lat 40°25’47”, Long 86°36’15”,

NE1/4 NE1/4 Sec 23, T.23N.,

R.2W., Clinton County, at bridge on

U.S. Highway 421, 1.0 mile northwest of junction of U.S. Highway

421 and State Highway 26, in Rossville.

1.8 3.5

03334750 Campbells Run

near Rossville,

Ind.

18.3 Lat 40°24’46”, Long 86°35’41”,

in SE1/4 NW1/4 Sec 25, T.23N.,

R.2W., Clinton County, at bridge on

U.S. Highway 421, 0.3 mile south of

junction U.S. Highway 326 in Rossville.

.2 .5

03335670 Wea Creek near

Lafayette, Ind.

105 Lat 40°21’46”, Long 86°54’17”,

in SE1/4 Sec 7, T.23N., R.4W.,

Tippecanoe County, at bridge on

State Highway 43, 4.0 miles south

of Lafayette.

7.4 12

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 267

03335672 Elliott Ditch

near Lafayette,

Ind.

8.45 Lat 40°22’54”, Long 86°51’26”,

in Sec 3, T.22N., R.4W., Tippecanoe

County near junction of Road 2A

south and 1A east, 1.5 miles southeast of Lafayette.

.0 --

03335674 Little Wea

Creek near

Lafayette, Ind.

22.6 Lat 40°19’36”, Long86°54’17”, in

the NE1/4 of Sec 30, T.22N., R.4W.,

Tippecanoe County, on Tippecanoe

County Road 6C, 6.5 miles south of

Lafayette.

1.7 2.7

03335681 Flint Creek near

Westpoint, Ind.

29.9 Lat 40°20’25”, Long 87°04’02”,

in SE1/4 NW1/4 Sec 23, T.22N.,

R.6W., Tippecanoe County, at

bridge on County Road 510 South,

1.2 mile west of State Highway 25

in Westpoint.

.1 .3

03335682 Indian Creek

near Green Hill,

Ind.

29.0 Lat 40°25’03”, Long 87°02’31”,

in SE1/4 SW1/4 SE1/4 Sec 24,

T.23N., R.6W., Tippecanoe County,

at bridge on South River Road, 6.5

miles west of West Lafayette, 0.2

miles west of County Road 700

West.

.1 .2

03335683 Kickapoo Creek

near Attica, Ind.

36.4 Lat 40°19’27”, Long 87°14’05”,

in SE1/4 NW1/4 Sec 29, T.22N.,

R.7W., Warren County, at bridge on

Kickapoo Road, 0.5 mile north of

Independence Road.

1.6 2.9

03335800 Big Shawnee

Creek near

Attica, Ind.

42.0 Lat 40°14’30”, Long 87°14’12”,

in SW1/4 NE1/4 NW1/4 Sec 29,

T.21N., R.7W., Fountain County, at

concrete bridge on County Road 3.7

miles southeast of Attica and State

Highway 55 at Rob Roy.

6.1 9.7

03335950 Bear Creek at

Fountain, Ind.

10.4 Lat 40°13’11”, Long 87°20’23”,

in SE1/4 or Sec 32, T.21N., R.8W.,

Fountain County, on county road at

the southwest edge of Fountain.

1.3 1.6

03339100 Coal Creek near

Veedersburg,

Ind.

77.6 Lat 40°08’33”, Long 87°15’00”,

on line between Secs 30 and 31,

T.20N., R.7W., Fountain County, at

bridge on County Road, 0.25 mile

west of U.S. Highway 41, 2.2 miles

northeast of Veedersburg.

3.8 7.2

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

268 Low-Flow Characteristics of Indiana Streams

03339110 East Fork Coal

Creek near

Veedersburg,

Ind.

60.1 Lat 40°05’48”, Long 87°14’34”,

in NW1/4 NW1/4 NW1/4 Sec 17,

T.19N., R.7W., Fountain County at

concrete bridge on relocated U.S.

Highway 41, 1.5 miles southeast of

Veedersburg, 0.5 mile south of intersection of U.S. Highways 41 and

136.

5.5 9.3

03339150 Little

Vermillion

River near

Newport, Ind.

237 Lat 39°53’32”, Long 87°25’42”,

NW1/4 Sec 27, T.17N., R.9W., Vermillion County, on State Highway

63, 1.3 miles northwest of Newport.

No correlation

03339200 Sugar Creek

near Kirklin,

Ind.

41.4 Lat 40°12’29”, Long 86°22’03”,

SE1/4 NW1/4 Sec 1, T.20N., R.1E.,

Clinton County, at bridge on U.S.

Highway 421, 1 mile north of Kirklin.

0.1 0.8

03339215 Mud Creek near

Mechanicsburg,

Ind.

26.1 Lat 40°10’38”, Long 86°24’50”,

in SE1/4 NE1/4 Sec 16, T.20N.,

R.1E., on the Clinton-Boone County

line road, 3.8 miles northeast of

Mechanicsburg.

.0 --

03339230 Woods Ditch

near Frankfort,

Ind.

1.12 Lat 40°13’13”, Long 86°27’34”,

in NE1/4 NE1/4 SW1/4 Sec 31,

T.21N., R.1E., Clinton County, at

culvert on State Highway 38, 2.2

miles southeast of State Highway

39.

.0 --

03339250 Waddle Ditch

near Pike, Ind.

1.09 Lat 40°06’24”, Long 86°28’48”,

in NE1/4 SE1/4 NW1/4 Sec 12,

T.19N., R.1W., Boone County, at

culvert on State Highway 39, 4.1

miles north of U.S. Highway 52 in

Lebanon.

.0 --

03339300 Prairie Creek at

Thorntown, Ind.

46.9 Lat 40°07’46”, Long 86°36’01”,

SE1/4 SE1/4 Sec 35, T.20N., R.2W.,

Boone County, at bridge on State

Highway 47, 0.5 mile east of junction of State Highways 47 and 375

at east edge of Thorntown.

1.5 3.6

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 269

03339408 Little Potato

Creek near

Darlington, Ind.

31.8 Lat 40°09’48”, Long 86°45’08”,

on line between Secs 21 and 22,

T.20N., R.3W., Montgomery

County, on County Road 800 E,

150 ft north of intersection with

County Road 850 N, 5 miles northeast of Darlington.

.0 .1

03339460 Walnut Fork

Sugar Creek

near

Crawfordsville,

Ind.

44.8 Lat 40°02’49”, Long 86°51’33”,

in SE1/4 NW1/4 Sec 34, T.19N.,

R.4W., Montgomery County, at

bridge on State Highway 32, 2.5

miles east of Crawfordsville.

.2 .9

03340200 Sugar Mill

Creek near

Wallace, Ind.

39.5 Lat 39°58’03”, Long 87°10’28”,

in SW1/4 SW1/4 SE1/4 Sec 26,

T.18N., R.7W., Fountain County at

bridge on State Road 234, 1.4 miles

west of State Road 341.

0.5 1.4

03340651 Big Raccoon

Creek near

Ladoga, Ind.

46.4 Lat 39°54’32”, Long 86°47’58”,

in SE1/4 SE1/4 SW1/4 Sec 18,

T.17N., R.3W., Montgomery

County, at bridge on county road,

0.25 mile south of Ladoga, and

200 ft downstream from Monon RR.

.0 .4

03341420 Brouillettes

Creek near

Universal, Ind.

331 Lat 39°37’09”, Long 87°26’08”,

in SW1/4 NE1/4 Sec 32, T.14N.,

R.9W., Vermillion County, on downstream side of bridge on State Highway 63, 0.7 mile east of Universal.

.8 4.2

03341450 Otter Creek near

Burnett, Ind.

69.0 Lat 39°32’17”, Long 87°17’44”,

on line between Secs 27 and 28,

T.13 N., R.8W., Vigo County at

County Highway bridge, 0.3 mile

south of Burnett.

No correlation

03341580 Honey Creek

near Terre

Haute, Ind.

64.0 Lat 39°23’40”, Long 87°23’54”,

SW1/4 Sec 15, T.11N., R.9W., Vigo

County, at bridge on U.S. Highway

41, at north edge of Allendale and

about 3 miles south of the south city

limits of Terre Haute.

.5 2.3

03341800

(391650087295

300)

Prairie Creek

near Prairie

Creek, Ind.

22.4 Lat 39°16’50”, Long 87°29’53”,

NW1/4 SW1/4 Sec 26, T.10N.,

R.10W., Vigo County, at bridge on

State Highway 63, 0.3 mile north of

Prairie Creek.

.0 .0

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

270 Low-Flow Characteristics of Indiana Streams

03341920 Turman Creek

near

Farmersburg,

Ind.

13.0 Lat 39°14’40”, Long 87°24’28”,

at corner of Secs 3, 4, 9, and 10,

T.9N., R.9W., Sullivan County, at

bridge on County Road 1100 North,

1.5 miles southeast of Farmersburg.

.0 .0

033421675 Sulphur Creek

near Hymera,

Ind.

9.49 Lat 39°10’08”, Long 87°18’22”,

in NE1/4 Sec 4, T.8N., R.8W., Sullivan County, at bridge on County

Road 550 East, 1.2 mile south of

Hymera.

.0 --

03342180 Kettle Creek

Tributary near

Shelburn, Ind.

0.48 Lat 39°10’36”, Long 87°22’27”,

in SW1/4 SE1/4 SE1/4 Sec 26,

T.9N., R.9W., Sullivan County, at

Culvert on State Highway 48, 1.0

mile east of U.S. Highways 41 and

150.

0.0 --

03342700 Maria Creek

near Emison,

Ind.

88.0 Lat 38°46’05”, Long 87°28’21”,

N1/2 Sec 24, T.4N., R.10W., Knox

County, at bridge on U.S. Highway

41, 2.0 miles south of Emison.

.4 3.6

03346700 White River

near Harrisville,

Ind.

21.3 Lat 40°10’32”, Long 84°53’23”,

NE1/4 NE1/4 Sec 19, T.20N.,

R.15E., Randolph County, at bridge

on State Highway 32, 0.8 mile

southwest of Harrisburg.

.2 .6

033468342 Poplar Run near

Huntsville, Ind.

3.33 Lat 40°07’01”, Long 85°08’47”,

on line between Secs 11 and 12, to

T.19N., R.12E., Randolph County,

at 900 West Road, 0.7 mile north of

Pinch.

.0 --

03346835 Stoney Creek at

Windsor, Ind.

51.7 Lat 40°09’16”, Long 85°12’28”,

in NW1/4 SE1/4 Sec 29, T.20N.,

R.12E., Randolph County, at bridge

on Windsor Pike just east of Windsor.

.9 3.5

033469805 Muncie Creek

near Desoto,

Ind.

3.82 Lat 40°13’48”, Long 85°19’26”,

in NW1/4 Sec 31, T.21N., R.11E.,

Delaware County, at bridge on 330

East Road and 1.9 miles southwest

of Desoto.

.0 --

03347580 Williams Creek

near Cross

Roads, Ind.

11.7 Lat 40°06’12”, Long 85°28’50”,

on line NW1/4 Sec 14, and NE1/4

Sec 15, T.19N., R.9E., Delaware

County, at county road bridge, 1.3

mile northeast of cross roads.

.2 .8

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 271

03347595 Bell Creek near

Yorktown, Ind.

44.7 Lat 40°08’43”, Long 85°27’03”,

in SW1/4 NE1/4 Sec 36, T.20N.,

R.9., Delaware County at bridge on

Bell Creek Road, 0.2 mile west of

County Road 325 West.

1.1 2.7

0334802950 Thurston Ditch

near Bethel, Ind.

1.63 Lat 40°15’34”, Long 85°31’12”,

in NE1/4 Sec 20, T.21N., R.9E.,

Delaware County, at mouth, and 1.0

mile northeast of Bethel.

.0 --

03348060 Pleasant Run

Creek near

Gilman, Ind.

4.91 Lat 40°13’08”, Long 85°33’17”,

on line between NW1/4 Sec 6,

T.20N., R.9E., and SW1/4 Sec 31,

T.21N., R.9E., Delaware County, at

bridge on County Road 200 North,

0.6 mile upstream from mouth, 1.6

miles southeast of Gilman.

0.0 --

03348100 Killbuck Creek

near Anderson,

Ind.

97.8 Lat 40°08’18”, Long 85°39’44”,

in SW1/4 Sec 31, T.20N., R.8E.,

Madison County, at bridge on State

Road 109, 2.3 miles northeast of

Anderson.

8.0 16

0334825050 Yeager Finley

Manard Ditch

near Gaston,

Ind.

7.43 Lat 40°18’50”, Long 85°32’49”,

in SW1/4 NE1/4 Sec 31, T.22N.,

R.9E., Delaware County at bridge

on County Road 850 North, 1.0 mile

upstream from mouth, and 2.4 miles

wast of Gaston.

.0 --

0334826050 Steel Ditch near

Gaston, Ind.

1.06 Lat 40°18’50”, Long 85°31’11”:,

and on line between Secs 32 and 33,

T.22N., R.9E., Delaware County, at

bridge on County Road 850 North,

1.5 miles upstream from mouth and

1.0 mile west of Gaston.

.0 --

03348300 Pipe Creek near

Alexandria, Ind.

44.8 Lat 40°16’40”, Long 85°38’34”,

on line between Secs 7 and 8,

T.21N., R.8E., Madison County, at

bridge on State Highway 28, 2 miles

northeast of Alexandria.

1.7 3.2

03348400 Duck Creek at

Strawtown, Ind.

98.9 Lat 40°08’17”, Long 85°56’22”,

on line between Secs 34 and 35,

T.20N., R.5E., Hamilton County, at

bridge on State Highway 213, 600

feet upstream from White River, 0.6

mile south of East 246th Street.

1.0 3.2

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

272 Low-Flow Characteristics of Indiana Streams

03349200 Cicero Creek

near Tipton, Ind.

80.2 Lat 40°16’16”, Long 86°03’02”,

SE1/4 NE1/4 Sec 15, T.21N., R.4E.,

Tipton County, 45 feet west of

bridge on County Road 200 West,

0.5 mile west of State Highway 19,

and County Home.

.4 1.3

0334947550 Weasal Creek

near Arcadia,

Ind.

7.59 Lat 40°10’52”, Long 85°59’45”,

in Sec 18, T.20N., R.5E., Hamilton

County, at mouth 0.25 mile north of

State Highway 213, and 1.25 miles

east of Arcadia.

.0 --

03351300 Crooked Creek

at Augusta, Ind.

7.01 Lat 39°53’43”, Long 86°12’53”,

in NE1/4 NW1/4 Sec 29 T.17N.,

T.3E., Marion County, at bridge on

U.S. Highway 421, 0.4 mile north of

Augusta.

0.0 0.0

03351490 Lick Creek near

Fortville, Ind.

36.6 Lat 39°57’22”, Long 85°50’36”,

on line between Secs 3 and 4,

T.17N., R.6E., Madison County, at

bridge on State Highway 13, 1.5

miles north of U.S. Highway 36 in

Fortville.

2.8 5.6

03351900 Indian Creek

near Oaklandon,

Ind.

18.3 Lat 39°51’51”, Long 85°58’07”,

in SW1/4 NW1/4 Sec 3, T.16N.,

R.5E., Marion County, at bridge on

Old Highway 67, 1 mile southeast of

Oaklandon.

.0 .0

03353631 Little Buck

Creek near

Southport, Ind.

8.28 Lat 39°39’55”, long 86°06’06”,

on line between Secs 8 and 17,

T.14N., R.4E., Marion County, at

bridge on Southport Road, 0.5 mile

east of Southport.

.0 .0

03353650 Pleasant Run at

Greenwood,

Ind.

4.93 Lat 39°37’53”, Long 86°06’58”,

in NW1/4 Sec 29, T.14N., R.4E.,

Johnson County, at bridge on State

Highway 431, 0.5 mile north of

Greenwood.

.0 .0

03353665 Stotts Creek

near

Martinsville,

Ind.

60.1 Lat 39°30’02”, Long 86°19’57”,

NW1/4 NE1/4 Sec 8, T.12N., R.8E.,

Morgan County, at 220 foot concrete

bridge on State Highway 27, 7.2

miles northeast of Martinsville and

250 feet from confluence with White

River.

.2 .7

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 273

03353670 White Lick

Creek near

Brownsburg,

Ind.

28.7 Lat 39°51’56”, Long 86°23’42”

on line between Secs 2 and 34,

T.16N., R.1E., Hendricks County, at

bridge on county highway, 0.5 mile

north of Brownsburg.

.0 .0

03353900 East Fork White

Lick Creek near

Mooresville,

Ind.

37.4 Lat 39°38’47”, Long 86°20’47”,

in SE1/4 Sec 18, T.134N., R.2E.,

Hendricks County, at bridge on

Mooresville Road, 0.8 mile west of

Friendswood, 3.0 miles northeast of

Mooresville.

.9 2.5

03354100 Sycamore Creek

near Centerton,

Ind.

17.1 Lat 39°30’49”, Long 86°25’55”,

on line between Sec 33, T.13N.,

R.1E., and Sec 4, T.12N., R.1E.,

Morgan County at county highway

bridge 2.0 miles west of Centerton.

0.0 0.5

03354140 Lambs Creek

near

Martinsville,

Ind.

31.0 Lat 39°25’26”, Long 86°28’01”,

in NE1/4 NW1/4 Sec 1, T.11N.,

R.1W., Morgan County, on county

road parallel to and upstream from

State Highway 67, 2.5 miles west of

Martinsville and 0.5 mile northeast

of intersection with Mosier Road.

.0 .0

03354200 Indian Creek

near

Morgantown,

Ind.

19.4 Lat 39°22’05”, Long 86°13’50”,

in NW1/4 Sec 29, T.11N., R.3E.,

Johnson County, at bridge on Highway 100 upstream from Barnes

Creek, 1.6 miles east of Morgantown.

.0 .0

03357010 White River

Tributary near

Spencer, Ind.

.32 Lat 39°16’09”, Long 86°46’45”,

in SE1/4 SE1/4 SE1/4 Sec 30, T.9N.,

R.4W., Owen County, at culvert on

State Highway 67 and U.S. Highway

231, 1.3 miles southwest of State

Highway 46 in Spencer.

.0 --

0335708050 Rattlesanke

Creek near

Spencer, Ind.

18.7 Lat 39°17’54”, Long 86°48’45”,

in SW1/4 SW1/4 Sec 13, T.10N.,

R.4W., Owen County, 500 feet

upstream from bridge on State Highway 46, 2.5 miles northwest of

Spencer.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

274 Low-Flow Characteristics of Indiana Streams

03357100 Rattlesnake

Creek near

Spencer, Ind.

25.2 Lat 39°15’36”, Long 86°48’20”,

in S1/2 Sec 36, T.10N., R.4E.,

Owens County, at county highway

bridge, 400 feet upstream from State

Highway 67 and U.S. Highway 231

Bridge, and 2.5 miles southeast of

Spencer.

No correlation

0335715050 Raccoon Creek

near

Pottersville, Ind.

31.3 Lat 39°10’58”, Long 86°49’44”,

in Sec 26, T.9N., R.4W., Owen

County, at New Hope, 2 miles

upstream from mouth and 2 miles

southwest of Pottersville.

.0 --

03357180 Fish Creek near

Freedom, Ind.

49.4 Lat 39°17’18”, Long 86°53’30”,

in SW1/4 SE1/4 Sec 18, T.9N.,

R.4W., Owen County, at bridge on

county road 2 miles west of Freedom, Ind.

.0 .0

03357267 West Fork Big

Walnut Creek

near Jamestown,

Ind.

11.2 Lat 39°56’27”, Long 86°34’54”,

in SE1/4 SE1/4 Sec 1, T.17N.,

R.2W., Boone County, 0.4 mile

upstream from Main Edlin Ditch on

600 West Road south of Old Union

Road, 2.5 miles northeast of

Jamestown.

0.0 --

033572692 Main Edlin

Ditch near

Lebanon, Ind.

21.5 Lat 39°59’09”, Long 86°28’49”,

in NE1/4 SW1/4 Sec 24, T.18N.,

R.1W., Boone County, on West

138th Street off State Highway 39,

4.0 miles south of Lebanon.

.0 --

03357273 Ross Ditch near

Raintown, Ind.

1.70 Lat 39°54’52”, Long 86°30’55”,

in NW1/4 SE1/4 Sec 15, T.17N.,

R.1W., Hendricks County, at bridge

on 250 West Road, 2.6 mile north of

Raintown.

.0 --

03357274 East Fork Big

Walnut Creek

near Montclair,

Ind.

1.89 Lat 39°52’04”, Long 86°33’45”,

in SE1/4 SE1/4 Sec 31, T.17N.,

R.1W., Hendricks County, 1.4 miles

north of Montclair.

.0 --

033572905 Grassy Branch

near New

Brunswick, Ind.

3.11 Lat 39°57’07”, Long 86°30’57”,

in SW1/4 SE1/4 Sec 34, T.18N.,

R.1W., Boone County, at 600 South

Road bridge, 1.0 mile northeast of

New Brunswick.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 275

0335729550 Ramp Run near

North Salem,

Ind.

23.5 Lat 39°49’53”, Long 86°39’53”,

in NE1/4 NW1/4 Sec 17, T.16N.,

R.2W., Hendricks County, 2.3 miles

southwest of North Salem

.0 --

03357300 Big Walnut

Creek near

Barnard, Ind.

119 Lat 39°49’51”, Long 86°41’15”,

in NW1/4 Sec 18, T.16N., R.2W.,

Hendricks County, at bridge on Putnam-Hendricks County Line, 1.25

miles southwest of Barnard.

1.8 6.1

0335735850 Plum Creek

near Bainbridge,

Ind.

10.1 Lat 39°43’56”, Long 86°46’03”,

in SW1/4 Sec 17, T.15N., R.3W.,

Putnam County, 0.4 mile upstream

from mouth, and 3.1 miles southeast

of Putnam County.

.0 --

03357364 Bledsoe Branch

near Bainbridge,

Ind.

1.80 Lat 39°44’17”, Long 86°49’02”,

in NW1/4 Sec 14, T.15N., R.4W.,

Putnam County, 1.8 miles southeast

of Bainbridge.

.0 --

03357385 Miller Creek

near Fillmore,

Ind.

11.0 Lat 39°42’52”, Long 86°45’04”,

in NW1/4 NE1/4 Sec 33, T.15N.,

R.3W., Putnam County, on county

road 2 miles north of Fillmore, 0.1

mile east of Fillmore Road and 0.5

mile upstream from confluence with

Clear Creek

0.1 0.3

03357396 Clear Creek

near Fillmore,

Ind.

30.4 Lat 39°41’45”, Long 86°47’05”,

in NE1/4 SE1/4 Sec 31, T.15N.,

R.3W., Putnam County, 0.3 mile

upstream from mouth and 2.3 miles

northwest of Fillmore.

.0 --

03357400 Big Walnut

Creek near

Greencastle,

Ind.

199 Lat 39°40’43”, Long 86°48’39”,

in SW1/4 Sec 1, T.14N., R.4W., at

Pinhook Bridge, 0.5 mile upstream

from Monon railroad bridge, and 2.5

miles northeast of Greencastle.

1.1 6.0

03357414 Dry Branch near

Greencastle,

Ind.

5.77 Lat 39°41’00”, Long 86°48’59”,

in SE1/4 NE1/4 Sec 2, T.14N.,

R.4W., Putnam County, northeast

from 100 East Road to bridge near

railroad, 3.6 miles northeast of

Greencastle.

.0 --

0335741750 Snyder Branch

near

Greencastle,

Ind.

2.74 Lat 39°40’15”, Long 86°51’44”,

in SE1/4 NW1/4 Sec 9, T.14N.,

R.4W., Putnam County, 500 feet

upstream from mouth, 1.9 miles

north of Greencastle.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

276 Low-Flow Characteristics of Indiana Streams

0335746550 Snake Creek

near Reelsville,

Ind.

6.56 Lat 39°36’34”, Long 86°57’12”,

in NE1/4 SE1/4 Sec 34, T.14N.,

R.5W., Putnam County, 3.7 miles

north of Reelsville.

.0 --

033574805 Maiden Run

near Reelsville,

Ind.

3.15 Lat 39°34’01”, Long 86°57’52”,

in NW1/4 SE1/4 Sec 16, T.13N.,

R.5W., Putnam County, on 625 West

Road, 0.7 mile north of Reelsville.

.0 --

03357700 Mud Creek near

Little Point, Ind.

34.8 Lat 39°34’34”, Long 86°37’54”,

on line between Secs 9 and 10,

T.13N., R.2W., Morgan County, at

bridge on County Road 1100 West,

0.8 mile north of Little Point and 1.7

miles south of the Hendricks-Morgan County Line.

.8 2.3

0335845050 Bull Path near

Cloverdale, Ind.

1.42 Lat 39°30’55”, Long 86°49’58”,

in NE1/4 NE1/4 Sec 3, T.12N.,

R.4W., Putnam County, at bridge on

State Highway 343, 2.1 miles west

of Cloverdale.

0.0 --

03359980 Jordan Creek

near Jordan,

Ind.

25.9 Lat 39°24’09”, Long 86°55’33”,

in NW1/4 SE1/4 Sec 11., T.11N.,

R.4W., Owen County, at bridge on

county road 0.9 miles east of OwenClay County line, and 0.5 miles

northwest of Jordan.

.5 1.9

03360050 Birch Creek

near Ashboro,

Ind.

40.0 Lat 39°24’14”, Long 87°06’41”,

in NE1/4 SE1/4 SE1/4 Sec 7,

T.11N., R.6W., Clay County, at

bridge on State Highway 59, 0.5

mile northwest of Ashboro.

.5 1.6

03360076 Birch Creek

near Old Hill,

Ind.

71.3 Lat 39°19’36”, Long 87°10’47”,

in SE1/4 NE1/4 NW1/4 Sec 10,

T.10N., R.7W., Clay County, at

county road bridge and 0.7 miles

from the mouth.

.8 2.5

03360115 Lick Creek near

Coal City, Ind.

47.0 Lat 39°10’48”, Long 86°59’47”,

in SW1/4 SW1/4 Sec 29, T.9N.,

R.5W., Owen County, on Owen

County Road, 1.5 miles upstream

from confluence with Beech Creek

and 4.1 miles southeast of Coal City.

.0 .2

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 277

03360120 Connelly Ditch

near Jasonville,

Ind.

31.0 Lat 39°12’45”, Long 87°07’40”:,

in NE1/4 NE1/4 NE1/4, Sec 24,

T.9N., R.7W., Clay County, on Clay

County Road 1.75 miles above

mouth and 7.5 miles northeast of

Jasonville.

.2 1.0

03360200 Lattas Creek

near Switz City,

Ind.

32.7 Lat 39°02’40”, Long 87°02’38”,

in SW1/4 Sec 14, T.7N., R.6W.,

Greene County, at bridge on State

Highway 67, 0.9 mile northeast of

Switz City.

.0 .0

03360225 Plummer Creek

near

Bloomfield, Ind.

66.7 Lat 38°59’33”, Long 86°55’44”,

in NW1/4 NE1/4 Sec 2, T.6N.,

R.5W., Greene County, at U.S.

Highway 231 bridge 2.3 miles south

of Bloomfield.

.0 .7

03360300 Richland Creek

near

Bloomfield, Ind.

95.4 Lat 39°01’38”, Long 86°54’25”,

in NE1/4 SE1/4 Sec 24, T.7N.,

R.5W., Greene County, at bridge on

State Highway 54, 1.5 miles east of

Bloomfield.

No correlation

0336052550 First Creek at

Newberry, Ind.

50.2 Lat 38°54’52”, Long 87°01’44”,

in NW1/4 Sec 36, T.6N., R.6W.,

Greene County, at State Highway

57, 2 miles above mouth, 0.9 mile

southeast of Newberry.

0.0 --

03360600 Smothers Creek

near Plainville,

Ind.

33.1 Lat 38°48’43”, Long 87°07’48”m

SE1/4 SE1/4 NE1/4 Sec 1, T.4N.,

R.7W., Daviess County, at county

road bridge 1.3 mile northeast of

State Road 57 in Plainville.

No correlation

03360700 Black Creek

near Sandborn,

Ind.

109 Lat 38°52’38”, Long 87°11’12”,

at intersection of Secs 10, 15, and

16, T.5N., R.7W., Knox County, at

bridge on State Highway 58, 1.0

mile south of Sandborn.

No correlation

03360800 Prairie Creek

near

Washington,

Ind.

120 Lat 38°43’01”, Long 87°10’00”,

in SW1/4 SW1/4 Sec 2, T.3N.,

R.7W., Daviess County, at bridge

on State Highway 57, 4.0 miles

north of Washington.

.0 .3

03360860 Veale Creek

near

Washington,

Ind.

29.2 Lat 38°36’15”, Long 87°11’39”,

in NE1/4 NE1/4 SW1/4 Sec 16,

T.2N., R.7W., Daviess County, at

bridge on State Highway 57, 3.7

miles southwest of Washington.

.4 .6

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

278 Low-Flow Characteristics of Indiana Streams

03360890 Pond Ditch

(Kessinger

Ditch) near

Wheatland, Ind.

42.7 Lat 38°38’07”, Long 87°19’46”,

Knox County, at bridge on State

Highway 241, 2.0 miles southwest

of Wheatland in Survey 61 Vincennes Tract.

.0 --

03360920 Big Blue River

near New

Castle, Ind.

15.8 Lat 40°00’15”, Long 85°20’48”,

on line between Secs 23 and 24,

T.18N., R.10E., Henry County, 100

feet downstream from U.S. Highway

36 bridge, 5.5 miles north of New

Castle.

2.3 4.0

03360965

(395246085280

400)

Duck Creek at

Greensboro,

Ind.

24.9 Lat 39°52’46”, Long 85°28’03”,

in SW1/4 NE1/4 Sec 35, T.17N.,

R.9E., Henry County, at bridge on

County Road 350 South at west side

of Greensboro.

2.0 3.9

03361400 Little Blue

River near Rays

Crossing, Ind.

97.0 Lat 39°33’16”, Long 85°43’08”,

on line between Secs 23 and 26,

T.13N., R.7E., Shelby County, at

bridge on County Highway, 2.8

miles west of Rays Crossing.

0.4 2.4

03361600 Brandywine

Creek near

Maxwell, Ind.

24.3 Lat 39°51’30”, Long 85°44’17”,

on line between Secs 3 and 10,

T.16N., R.7E., Hancock County, at

county highway bridge 1.6 miles

east of Maxwell.

.0 .2

03361700 Sugar Creek

near Pleasant

View, Ind.

130 Lat 39°38’49”, Long 85°55’09”,

in E1/2 Sec 24, T.14N., R.5E.,

Shelby County, tributary to Driftwood River south of I-74 bridge,

1.75 miles southeast of Pleasant

View.

4.8 11

03361800 Buck Creek

near New

Bethel, Ind.

51.0 Lat 39°43’34”, Long 85°58’21”,

on line between Secs 21 and 28,

T.15N., R.5E., Marion County, at

bridge on East Troy Avenue 2.4

miles northeast of New Bethel.

.1 .6

03361900 Hurricane Creek

near Franklin,

Ind.

14.0 Lat 39°29’53”, Long 86°01’34”,

on line between Secs 7 and 12,

T.12N., R.5E., Johnson County, 400

East Road at bridge 1.0 mile northeast of Franklin.

.0 .0

03363200 Flatrock River

near Lewisville,

Ind.

47.8 Lat 39°48’24”, Long 85°21’29”,

NW1/4 SE1/4 Sec 25, T.16N.,

R.10E., Henry County, at bridge on

U.S. Highway 40 at Lewisville.

2.4 4.8

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 279

03363340 Wikoff Ditch

near Rushville,

Ind.

10.6 Lat 39°42’06”, Long 85°21’25”,

in SE1/4 SW1/4 SE1/4 Sec.36.,

T.15N., R.10E., Rush County, on a

county road 2.9 miles south of

Raleigh, about 1100 ft northwest of

Shawnee Creek.

.0 --

03363349 Shawnee Creek

near Rushville,

Ind.

23.8 Lat 39°41’55”, Long 85°21’20”,

in NE1/4 Sec 1, T.14N., R.10E.,

Rush County, on a county road,

3.2 miles south of Raleigh, about

750 ft north of Kirkpatrick Ditch

and 1100 ft southeast of Wikoff

Ditch.

.0 --

03363350 Kirkpatrick

Ditch near

Rushville, Ind.

5.30 Lat 39°41’48”, Long 85°21’19”,

in NE1/4 Sec 1, T.14N., R.10E.,

Rush County, on a county road,

3.3 miles south of Raleigh, about

750 ft south of Shawnee Creek.

.0 --

03363400 Flatrock River

near Rushville,

Ind.

167 Lat 39°36’15”, Long 85°26’39”,

NW1/4 SW1/4 Sec 5, T.13N.,

R.10E., Rush County, at bridge on

U.S. Highway 52, 0.3 mile south of

court house in Rushville.

2.5 8.7

03363450 Little Flatrock

River at Milroy,

Ind.

34.8 Lat 39°29’49”, Long 85°28’24”,

in NW1/4 NE1/4 NW1/4 Sec 13,

T.21N., R.9E., Rush County, at

bridge on State Highway 244, 800

feet east of State Highway 3 at the

west edge of Milroy.

.0 .6

033635125 Conns Creek

near Blue

Ridge, Ind.

56.6 Lat 39°29’45”, Long 85°38’45”,

on line between Sec 9 and 16,

T.12N., R.8E., Shelby County, at

bridge on State Highway 244, 1.5

miles southwest of Blue Ridge.

.0 --

033643955 North Branch

Clifty Creek

near Sandusky,

Ind.

20.3 Lat 39°25’55”, Long 85°28’10”,

in Sec 1, T.11N., R.9E., Decatur

County, at county highway bridge,

and 1.0 mile northeast of Sandusky.

.0 --

033645905 Middle Fork,

Fall Fork Clifty

Creek at

Hartsville, Ind.

9.47 Lat 39°16’17”, Long 85°40’27”,

in NE1/4 Sec 31, T.10N., R.8E.,

Decatur County, at bridge on State

Highway 46 and 1.2 miles east of

Hartsville.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

280 Low-Flow Characteristics of Indiana Streams

033646355 Otter Creek near

Newbern, Ind.

180 Lat 39°13’01”, Long 85°46’19”,

in N1/2 Sec 20, T.9N., R.7E., Bartholomew County, at bridge on State

Highway 9, and 1.6 miles southwest

of Newbern.

.0 --

033646855 Fishers Fork

near Petersville,

Ind.

2.69 Lat 39°11’18”, Long 85°47’03”,

on line between Secs 30 and 31,

T.9N., R.7E., Bartholomew County,

at East-West County Highway

bridge and 3.1 miles southeast of

Petersburg.

.0 --

03364711 Little Sand

Creek near

Elizabethtown,

Ind.

43.1 Lat 39°07’44”, Long 85°51’21”, In

NE1/4 NE1/4 Sec.21, T.8N., R.6E.,

Bartholomew County, at bridge on

county road, 1.1 miles west of U.S.

Highway 31, and 2.5 miles west of

Elizabethtown.

.0 .2

03364800 Sand Creek near

Greensburg,

Ind.

91.6 Lat 39°20’55”, Long 85°26’51”,

NE1/4 Sec 6, T.10N., R.10E., Decatur County, at county highway

bridge 2.5 miles northeast of

Greensburg.

.0 .0

03365600 White Creek

near Cortland,

Ind.

96.2 Lat 38°58’46”, Long 86°00’58”,

on line between Secs 6 and 7, T.6N.,

R.5E., Jackson County, at bridge on

State Highway 258, 3 miles west of

Cortland.

0.0 --

03366300 Big Creek near

Volga, Ind.

96.9 Lat 38°46’47”, Long 85°32’57”,

NE1/4 NW1/4 Sec 20, T.4N., R.9E.,

Jefferson County, at county highway

bridge, 1.7 miles west of Volga.

.0 .4

03367000 Muscatatuck

River near

Austin, Ind.

359 Lat 38°46’13”, Long 85°49’21”,

Sec 23, T.4N., R.6E., Scott County,

on right bank 15 feet downstream

from bridge on U.S. Highway 31, 2

miles northwest of Austin.

.0 --

0336720050

(384136085423

700)

Stucker Fork

Tributary near

Lexington, Ind.

13.6 Lat 38°41’36”, Long 85°42’36”,

on line between Secs 14 and 23,

T.3N., R.7E., Scott County, at bridge

on State Highway 203 (350 East

Road), 0.5 mile north of State Highway 56, 6 miles northwest of Lexington.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 281

033673005 Stucker Fork at

Scottsburg, Ind.

76.2 Lat 38°41’41”, Long 85°45’24”,

on line between Secs 16 and 17,

T.3N., R.7E., Scott County, at

county highway bridge, 0.6 mile

north of State Highway 56, 1 mile

east of Scottsburg.

.0 .4

0336734650 Pigeon Roost

Creek near

Underwood,

Ind.

10.1 Lat 38°37’26”, Long 85°46’31”,

on line between Secs 7 and 8, T.2N.,

R.7E., Scott County, at bridge on

U.S. Highway 31, 1.5 miles north of

Underwood.

.0 --

0336940050 Otter Creek near

Vernon, Ind.

(formerly

called South

Fork Vernon

Fork)

70.7 Lat 38°59’20”, Long 85°34’32”,

in SE1/4 Sec 1, T.6N., R.8E., Jennings County, 500 feet below bridge

on county road, 2 miles east of

Vernon Bridge known as

Hinchman’s Ford Bridge.

.0 .4

03371525 Guthrie Creek

near Tunnelton,

Ind.

68.9 Lat 38°47’22”, Long 86°21’33”,

SW1/4 SE1/4 SW1/4, Sec 12, T.4N.,

R.11E., 100 feet below county road

bridge, 0.8 mile north of intersection

with road from Buddha to Tunnelton, 1.1 miles northwest of Tunnelton.

.0 .3

03371530 Leatherwood

Creek at

Bedford, Ind.

37.6 Lat 38°50’23”, Long 86°28’38”,

SE1/4 SW1/4 NW1/4 Sec. 25,

T.5N., R.1W., Lawrence County at

bridge on county road, 1.6 miles

southeast from court house in

Bedford.

0.1 0.5

03371550 Middle Fork

Salt Creek at

Story, Ind.

38.3 Lat 39°05’37”, Long 86°12’30”,

in SE1/4 SE1/4 Sec 9, T.8N., R.3E.,

Brown County, Ohio River Basin at

Bridge on State Highway 135, 0.5

mile southeast of Story.

.0 .0

0337157050 Gravel Creek

near Story, Ind.

4.93 Lat 39°05’30”, Long 86°13’41”,

in SE1/4 SE1/4 Sec 30, T.8N.,

R.3E., Brown County, at bridge 0.2

mile above mouth, 1.0 mile southwest of Story.

.0 .0

0337162050 Crooked Creek

near Elkinsville,

Ind.

2.48 Lat 39°06’29”, Long 86°18’49”,

In SW1/4 NE1/4 Sec 6, T.8N.,

R.2E., Brown County, at bridge in

front of Crooked Creek School, 3.5

miles northwest of Elkinsville.

.0 .0

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

282 Low-Flow Characteristics of Indiana Streams

033719505 Lower Schooner

Creek near

Belmont, Ind.

12.0 Lat 39°09’30”, Long 86°20’09”,

in SE1/4 NE1/4 Sec 6, T.8N., R.2E.,

Brown County, approximately 200

feet east of State Highway 46, 0.1

mile upstream from mouth, 0.75

mile northeast of Belmont.

.0 .0

0337215050 Moore Creek

near Handy, Ind.

2.14 Lat 39°06’52”, Long 86°28’12”,

in SW1/4 NE1/4 Sec 24, T.8N.,

R.1W., Monroe County, at bridge

1.9 miles northeast of Handy.

.0 --

03372670 Jackson Creek

near

Bloomington,

Ind.

4.66 Lat 39°07’17”, Long 86°30’50”,

in SW1/4 NW1/4 Sec 15, T.8N.,

R.1W., Monroe County, at bridge on

Rhorer Road, 0.95 mile east of State

Highway 37 on the south side of

Bloomington.

.0 .0

03373320

(384415086461

501)

Indian Creek

east of

McBrides Bluff

Road near

Dover Hill, Ind.

(previously

called near

Trinity Springs)

172 Lat 38°44’15”, Long 86°46’14”,

in W1/2 Sec 32, T.4N., R.3W., Martin County, at bridge on McBrides

Bluff Road, 1.3 miles south of Trinity Springs, and 2.3 miles above

mouth.

.0 --

03373529 Boggs Creek

near Loogootee,

Ind.

86.2 Lat 38°41’02”, Long 86°53’04”,

in NW1/4 sec 20, T.3N., R.4W.,

Martin County, at bridge on U.S.

Highway 50, 1.2 mile upstream

from mouth, 1 mile east of Loogootee.

0.0 ---

03373600 Lick Creek near

Paoli, Ind.

18.9 Lat 38°32’42”, Long 86°26’56”,

SW1/4 Sec 6, T.1N., R.1E., Orange

County, at bridge on county road,

1.3 miles southeast of Paoli.

.3 .6

03373900 Aikman Creek

near Glendale,

Ind.

16.5 Lat 38°34’07”, Long 87°06’32”,

on line between Secs 29 and 30,

T.2N., R.6W., Daviess County, tributary to East Fork White River, at

bridge on State Highway 257, 1.75

miles west of Glendale.

.0 --

03374060 Conger Creek

near Bowman,

Ind.

9.26 Lat 38°29’15”, Long 87°23’13”,

on line between Secs 16 and 17,

T.1N., R.9W., Pike County, at bridge

on U.S. Highway 56, 2.5 miles west

of Bowman.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 283

0337445080 Patoka River

Tributary near

Valeene, Ind.

1.13 Lat 38°28’17”, Long 86°22’44”,

in SW1/4 Sec 35, T.1N., R.1E.,

Orange County, 100 feet above

mouth and 2.4 miles northeast of

Valeene.

.0 --

0337445250 Fudge Creek

near Valeene,

Ind.

4.41 Lat 38°27’18”, Long 86°22’25”,

on line between Secs 2 and 11,

T.1S., R.1E., Orange County, at

bridge on county road 1.5 miles

northeast of Valeene.

.0 --

033744545 Fudge Creek

Tributary near

Valeene, Ind.

10.0 Lat 38°27’18”, Long 86°22’57”,

on line between Secs 3 and 10,

T.1S., R.1E., Orange County, at

bridge on county road, 1.4 miles

northeast of Valeene.

.0 --

033744805 Hogs Defeat

Creek near

Valeene, Ind.

6.38 Lat 38°27’26”, Long 86°27’03”,

in SW1/4 Sec 6, T.1S., R.1W.,

Orange County, at bridge on county

road, 3.2 miles northwest of

Valeene.

.0 --

033744815 Hogs Defeat

Creek tributary

near Valeene,

Ind.

3.08 Lat 38°27’26”, Long 86°27’03”,

in SW1/4 Sec 6, T.1S., R.1E.,

Orange County, at bridge on State

Highway 37, 3.2 miles northwest of

Valeene.

.0 --

0337448550 Youngs Creek

near Greenbrier,

Ind.

10.8 Lat 38°26’38”, Long 86°31’41”,

in SW1/4 Sec 9, T.1S., R.1W.,

Orange County, at bridge on county

road, 2.0 miles southeast of Greenbrier.

0.0 --

03374487 Cane Branch

near Ethel, Ind.

1.71 Lat 38°25’19”, Long 86°31’07”,

in NE1/4 Sec 21, T.1S., R.1W.,

Orange County, at bridge on county

road, 1.3 miles north of Ethel.

.0 --

033748505 Patoka River

tributary at

Dubois, Ind.

.16 Lat 38°26’48”, Long 86°48’31”,

in NW1/4 Sec 12, T.1S., R.4W.,

Dubois County, at bridge on State

Highway 545, at Dubois.

.0 --

0337625850 Flat Creek near

Algiers, Ind.

15.2 Lat 38°28’03”, Long 87°08’50”,

on line between SW1/4 Sec 36 and

SE1/4 Sec 35, T.1N., R.7W., Pike

County, at bridge on county road, 3

miles northwest of White Sulphur

Springs.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

284 Low-Flow Characteristics of Indiana Streams

033762778 Bone Creek

near White

Sulphur

Springs, Ind.

4.30 Lat 38°24’53”, Long 87°06’44”,

in E1/2 Sec 19, T.1S., R.6W., Pike

County, at mouth west of Flat Creek

Road, 3 miles northwest of White

Sulphur Springs.

.0 --

033762785 Flat Creek

tributary near

White Sulphur

Springs, Ind.

22.5 Lat 38°24’27”, Long 87°05’31”.

on line between NW1/4 Sec 28 and

NE1/4 Sec 29, T.1S., R.6W., Pike

County, at State Highway 257

bridge, 1.5 miles north of White Sulphur Springs.

.0 --

033762789 Little Flat Creek

near White

Sulphur

Springs, Ind.

9.12 Lat 38°24’01”, Long 87°03’36”,

in E1/2 Sec 27, T.1S., R.6W.,

Dubois County, at bridge on County

Road 155 North, 2 miles northeast

of White Sulphur Springs.

.0 --

033762791 Flat Creek near

Ireland, Ind.

50.6 Lat 38°23’39”, Log 87°02’41”, in

S1/2 Sec 26, T.1S., R.6W., Dubois

County, at bridge on County Road

750 West, 2.75 miles southwest of

Ireland.

.0 --

033762795 Sulphur Springs

Branch tributary

near White

Sulphur

Springs, Ind.

.67 Lat 38°23’09”, Long 87°03’46”,

at center of Sec 34, T.1S., R.6W.,

Dubois County, at bridge on Dubois

County Road 50 North, 1.5 miles

east of White Sulphur Springs.

.0 --

033762957 Lick Creek near

White Oak

.89 Lat 38°23’34”, Long 87°09’15”,

on line between Secs 26 and 35,

T.1S., R.7W., Pike County, at bridge

on Bruster Branch Road, 1.5 miles

southwest of White Oak

0.0 --

033762958 Lick Creek

tributary near

White Oak, Ind.

1.31 Lat 38°23’13”, Long 87°08’55”,

near center of Sec 35, T.1S., R.7W.,

Pike County, at bridge on Iron

Bridge Road, 1.75 miles south of

White Oak.

.0 --

033762959

(382328087110

000)

Bruster Branch

near Winslow,

Ind.

2.20 Lat 38°23’27”, Long 87°11’02”,

in NE1/4 NE1/4 Sec 33, T.1S.,

R.7W., Pike County, at bridge on

Bruster Branch Road, 1.75 miles

northeast of Winslow.

.0 --

0337633050 Sugar Creek

near Littles, Ind.

2.69 Lat 38°23’58”, Long 87°16’40”,

in SW1/4 NW1/4 Sec 26, T.1S.,

R.8W., Pike County, at junction of

Sugar Ridge Road and Line Road,

0.5 mile east of Littles.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 285

0337633450 Flat Creek near

Glezen, Ind.

9.05 Lat 38°25’18”, Long 87°18’05”,

on line between Secs 16 and 21,

T.1S., R.8W., Pike County, at bridge

on Chandler Road, 0.5 mile north of

Glezen.

.0 --

033763443 South Fork

Patoka River

tributary near

Stendal, Ind.

.07 Lat 38°14’59”, Long 87°10’39”,

in SW1/4 Sec 15, T.3S., R.7W., Pike

County, at county road bridge, 2.25

miles southwest of Stendal.

.0 --

033763462 South Fork

Patoka River

tributary near

Scottsburg, Ind.

.40 Lat 38°15’50”, Long 87°12’30”,

in SW1/4 Sec 8, T.3S., R.7W., Pike

County, at county road bridge, 1.75

miles southeast of Scottsburg.

.0 --

03376812 Cup Creek near

Pikesville, Ind.

14.2 Lat 38°19’00”, Long 87°07’14”,

in NW1/4 Sec 30, T.2S., R.6W., Pike

County, at State Highway 257

bridge, 0.5 mile southwest of Pikesville.

.0 --

03378460 Black River

near

Stewartsville,

Ind.

33.5 Lat 38°13’35”, Long 87°49’06”,

on line between Secs 35 and 36,

T.3S., R.13W., Posey County, at

bridge on county highway, 3 miles

north by northwest of Stewartsville.

.0 --

03378600 Big Creek at

Solitude, Ind.

224 Lat 38°01’06”, Long 87°54’01”,

in SW1/4 Sec 8, T.6S., R.13N.,

Posey County, at bridge on State

Highway 269, at solitude.

0.0 --

04093900 Coffee Creek at

Chesterton, Ind.

15.0 Lat 41°36’24”, Long 87°03’03”,

on line between Secs 1 and 36,

T.37N., R.6W., Porter County, at

bridge on Porter Avenue, 0.5 mile

east of intersection with Calumet

Road (Old State Highway 49), in

Chesterton.

5.0 6.2

04095050 Dunes Creek

near Dune

Acres, Ind.

3.40 Lat 41°39’13”, Long 87°03’47”,

Porter County, SE1/4 NW1/4

NW1/4 Sec 13, T.37N., R.6W., 50

feet upstream from mouth, at Indiana Dunes State Park Pavilion.

.0 --

0409902050 Ewing Ditch

near Angola,

Ind.

4.00 Lat 41°38’40”, Long 84°56’44”,

in SE1/4 SW1/4 Sec 20, T.37N.,

R.14E., Steuben County, 0.2 mile

north of Pigeon Lake, 2 miles east of

Angola.

.0 --

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

286 Low-Flow Characteristics of Indiana Streams

0409904050 Berlien Ditch

near Angola,

Ind.

3.20 Lat 41°38’15”, Long 84°55’30”,

in SE1/4 NW1/4 Sec 28, T.37N.,

R.14E., Steuben County, at bridge

on County Road 350 East, 3.5 miles

east of Angola.

.0 --

04099070 Pigeon Creek

near Hamilton,

Ind.

43.3 Lat 41°36’16”, Long 84°56’32”,

in NW1/4SW1/4SE1/4 Sec 5,

T.36N., R.14E., 3.3 miles southeast

of Angola, then south 1.5 miles to a

“y” road, turn northeast 0.3 mile to

bridge.

2.5 4.7

04099692 Rowe Ditch

near Howe, Ind.

7.52 Lat 41°42’32”, Long 85°26’18”, in

NE1/4 SE1/4 Sec 5, T.38N., R.9E.,

Lagrange County, at pipe culvert on

County Road 450 North, 9 miles

south of intersection with Highway

120, 1.9 miles southwest of Howe.

1.9 2.9

04099805 Little Elkhart

River near

Middlebury,

Ind.

60.6 Lat 41°39’15”, Long 85°40’14”,

on line between Secs 13 and 24,

T.37N., R.7E., Elkhart County, at

bridge on U.S. Highway 20, 2.2

miles southeast of Middlebury.

16 19

0410009550 Dove Creek

near Valentine,

Ind.

2.20 Lat 41°34’38”, Long 85°24’57”,

in SE1/4 NW1/4 Sec 18, T.36N.,

R.10E., Lagrange County, at bridge

on County Road 450 South, just east

of junction with County Road 50

East.

0.0 --

04100125 North Branch

Elkhart River

near

Wolcottville,

Ind.

63.0 Lat 41°31’31”, Long 85°27’38”,

W1/2 Secs 2 and 35, T.36N., R.9E.,

at bridge on Lagrange-Noble

County Line Road, 4.5 miles west of

Wolcottville.

5.4 12

04100490 Turkey Creek

near New Paris,

Ind.

169 Lat 41°30’01”, Long 85°50’32”,

in SW1/4 Sec 9, T.35N., R.6E.,

Elkhart County, at county highway

bridge, 0.4 mile west of New Paris.

19 32

04100800 Yellow Creek at

Dunlap, Ind.

32.4 Lat 41°38’44”, Long 85°56’00”,

in NE1/4 NE1/4 NE1/4 Sec 22,

T.37N., R.5E., Elkhart County, at

bridge on U.S. Highway 33 at northwest edge of Dunlap.

2.4 3.4

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 287

04101300 Juday Creek at

Roseland, Ind.

37.3 Lat 41°43’18”, Long 86°15’02”,

in NE1/4 NW1/4 NW1/4 Sec 25,

T.38N., R.2E., St. Joseph County, at

bridge on U.S. Highway 31, 150 feet

south of Interstate 80 and 90 at the

north edge of Roseland.

2.6 3.5

04177800 Fish Creek near

Artic, Ind.

95.8 Lat 41°29’13”, Long 84°50’13”,

SE1/4 SE1/4 Sec 18, T.35N.,

R.15E., Dekalb County Road No. 12

bridge, 1.7 miles northwest of Artic,

and 1.9 miles east of Jerusalem

School.

2.6 4.8

04177900 Big Run at

Butler, Ind.

16.7 Lat 41°26’09”, Long 84°52’08”,

SW1/4 NW1/4 Sec 1, T.34N.,

R.14E., Dekalb County at bridge on

State Highway 1, 0.6 mile due north

of intersection of U.S. Highway 6,

and State Highway 1, north of Butler.

.8 1.3

04178400 Bear Creek near

Saint Joe, Ind.

23.9 Lat 41°18’58”, Long 84°53’32”,

in SE1/4 SE1/4 Sec 15, T.33N.,

R.14E., Dekalb County, at bridge on

State Highway 1, 0.1 mile north of

B & O Railroad and 0.4 mile east of

Saint Joe.

1.1 1.8

04178500 St. Joseph River

at Hursh, Ind.

734 Lat 41°14’47”, Long 84°58’23”,

in Sec 12, T.32N., R.13E., Allen

County, near center of span on

downstream side of Hubstown

bridge at Hursh, and 5.5 mile

upstream from Cedar Creek.

33 59

04179308 Dibbling Ditch

near Waterloo,

Ind.

12.9 Lat 41°27’03”, Long 85°02’25”,

in NW1/4 NW1/4 Sec 33, T.35N.,

R.13E., Dekalb County, at bridge on

County Road 22, 0.8 mile west of

County Road 35, 1.6 miles northwest of Waterloo.

.5 .9

04179310 Cedar Creek at

Waterloo, Ind.

48.8 Lat 41°26’14”, Long 85°01’03”,

NW1/4 Sec 3, T.34N., R.13E.,

Dekalb County, at bridge on U.S.

Highway 427, 2.3 miles northeast of

Waterloo.

1.7 3.0

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

288 Low-Flow Characteristics of Indiana Streams

04179560 John Diehl

Ditch at

Auburn, Ind.

37.5 Lat 41°21’07”, Long 85°04’52”, in

SW1/4 SE1/4 SE1/4 Sec 36.,

T.34N., R.12E., at bridge on County

Road 48,1.6 miles southwest of the

Auburn court house, 0.5 mile southwest of Auburn.

1.1 1.7

04179800 Little Cedar

Creek near

Garrett, Ind.

72.3 Lat 41°16’08”, Long 85°08’07”,

on line between Secs 33 and 34,

T.33N., R.12E., Dekalb County, at

bridge on U.S. Highway 27, 0.25

mile north of Allen-Dekalb County

line.

3.7 5.4

04179900 Willow Creek

near

Huntertown,

Ind.

19.0 Lat 41°14’37”, Long 85°10’03”,

in SE1/4 NW1/4 Sec 8, T.32N.,

R.12E., Allen County, at bridge on

State Highway 3, about 300 feet

north of Shoaf Road, 2.1 miles north

of Huntertown.

.2 .4

04181100 Blue Creek near

Pleasant Mills,

Ind.

78.5 Lat 40°44’49”, Long 84°49’20”,

in NE1/4 NE1/4 Sec 4, T.26N.,

R.5E., Adams County, at bridge on

State Highway 124, 1.5 miles west

of Willshire, Ohio, and 2.2 miles

southeast of Pleasant Mills.

.6 1.3

04181600 Holthouse Ditch

near Decatur,

Ind.

34.0 Lat 40°50’48”, Long 84°56’44”,

in the NE1/4 NW1/4 NE1/4 Sec 32,

T.28N., R.14E., Adams County, at

Winchester Road bridge, 0.4 mile

upstream from mouth, and 0.5 mile

northwest of Decatur.

.0 .0

04181800 Nickelsen Creek

near Poe, Ind.

25.6 Lat 40°55’36”, Long 85°03’57”,

in SE1/4 NW1/4 Sec 33, T.29N.,

R.13E., Allen County, at bridge on

Winchester Road, 1.0 mile southeast

of Poe.

0.0 0.0

04181900 Houk Ditch near

Hessen Cassel,

Ind.

16.3 Lat 40°59’27”, Long 85°05’32”,

SW1/4 SW1/4 Sec 5, T.29N.,

R.13E., Allen County, at U.S. Highway 27-33 bridge, 0.4 mile upstream

from mouth, 1.2 miles northwest of

Hessen Cassel, and 7 miles southeast of Fort Wayne.

.0 .0

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

Low-Flow Characteristics for Partial-Record Stations in Indiana 289

04191340 Flatrock Creek

near Townley,

Ind.

47.1 Lat 41°00’51”, Long 84°51’06”,

in NW1/4 SE1/4 Sec 32, T.30N.,

R.15E., Allen County, at U.S. Highway 30 bridge crossing, 0.6 mile

east of State Highway, 1.2 miles

southeast of Townley.

.0 .1

04191360 Hoffman Creek

at Townley, Ind.

41.7 Lat 41°01’16”, Long 84°52’16”,

in NE1/4 Sec 31, T.30N., R.15E.,

Allen County, at bridge on U.S.

Highway 30, at Townley.

.0 .0

05515100 Little Kankakee

River near Mill

Creek, Ind.

33.8 Lat 41°34’15”, Long 86°34’27”m

Sec 18, T.36N., R.2W., La Porte

County, at bridge on State Highway

24, 2.5 miles west of Mill Creek.

23 28

05515499 Whitham Ditch

near Hanna, Ind.

43.0 Lat 41°25’08”, Long 86°42’27”,

La Porte County, at bridge on

County Road 1300, 1.25 miles south

of State Road 39, and 4 miles east of

Hanna, and 0.5 mile east of 100

West and 1300 South intersection.

22 27

05515990 Stock Ditch

near Bremen,

Ind.

48.7 Lat 41°25’50”, Long 86°10’48”, in

NE1/4 SE1/4 NE1/4 Sec 4, T.34N.,

R.3E., Marshall County, at bridge on

North Grape Road, 2.0 miles southwest of Bremen.

2.0 3.5

05516300 Dausman Ditch

near Bremen,

Ind.

53.4 Lat 41°22’58”, Long 86°07’02”,

on line between Sec 19 T.34N.,

R.4E., and Sec 24 T.34N., R.3E.,

Marshall County, at bridge on State

Highway 331, 4.5 miles south of

Bremen.

1.8 3.8

05516650 Wolf Creek near

Argos, Ind.

31.1 Lat 41°15’40”, Long 86°18’32”,

on line between Sec 32 and 33,

T.33N., R.2E., Marshall County, at

bridge on South Muckshaw Road,

1.6 miles north of Highway 31 in

Argos.

5.0 7.0

05516950 Eagle Creek

near

Grovertown,

Ind.

31.9 Lat 41°18’44”, Long 86°31’27”,

in NE1/4 SE1/4 NE1/4 Sec 16,

T.33N., R.1W., Starke County, at

bridge on State Highway 23, 5.2

miles south of U.S. Highway 30 out

of Grovertown.

6.9 10

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
Table 2. Low-flow characteristics for partial-record stations in Indiana—Continued

290 Low-Flow Characteristics of Indiana Streams

05517550 Reeves Ditch

near La Crosse,

Ind.

44.1 Lat 41°19’03”, Long 86°55’49”,

on line between Secs 12 and 13,

T.33N., R.5W., Porter-La Porte

County line, at bridge on State Highway 8, 2.0 miles west of La Crosse.

7.1 13

05517750

(411720087000

500)

Crooked Creek

near Kouts, Ind.

69.9 Lat 41°17’20”, Long 87°00’05”,

on line between Secs 21 and 28,

T.33N., R.5W., Porter County, at

bridge on County Road 1000 South,

0.55 mile east of intersection with

County Road 75 East, 2.3 miles

southeast of Kouts.

22 29

05517880 Wolf Creek near

Kouts, Ind.

13.8 Lat 41°21’44”, Long 87°04’59”,

in SW1/4 SW1/4 Sec 26, T.34N.,

R.6W., Porter County at corrugated

metal-pipe culvert on County Road

100 West, 1.1 miles north of intersection with 600 South, 4.1 miles

northwest of Kouts.

2.8 4.0

05518500 Singleton Ditch

near Hebron,

Ind.

34.2 Lat 41°17’00”, Long 87°15’00”,

on line between Secs 20 and 29,

T.33N., R.7W., Lake County, at

State Highway 2 bridge, 3.2 miles

southwest of Hebron.

2.3 4.2

05525650 Beaver Creek

near Morocco,

Ind.

41.0 Lat 40°57’57”, Long 87°27’00”,

in NW1/4 SW1/4 NW1/4 Sec 15,

T.29N., R.9W., at bridge over Beaver Creek on U.S. 41, Newton

County about 1.4 miles north of

Morocco.

1.0 2.0

Station

 number

Station

 name

Drainage

area (mi2) Location

7-day mean

 low flow

10-year

recurrence

(ft3/s)

7-day mean

 low flow

2-year

recurrence

(ft3/s)
APPENDIX 1

INDEX OF CONTINUOUS-RECORD STATIONS BY STATION NUMBER

[All stations are in Indiana unless otherwise noted]
INDEX OF CONTINUOUS-RECORD STATIONS

292 Low-Flow Characteristics of Indiana Streams

03274650 Whitewater River near Economy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24

03274750 Whitewater River near Hagerstown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .25

03274950 Little Williams Creek at Connersville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .26

03275000 Whitewater River near Alpine . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .27

03275500 East Fork Whitewater River at Richmond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .28

03275600 East Fork Whitewater River at Abington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .29

03276000 East Fork Whitewater River at Brookville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30

03276500 Whitewater River at Brookville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .31

03276700 South Hogan Creek near Dillsboro. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .32

03277000 Laughery Creek near Farmers Retreat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33

03291780 Indian-Kentuck Creek near Canaan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34

03294000 Silver Creek near Sellersburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35

03302220 Buck Creek near New Middletown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .36

03302300 Little Indian Creek near Galena . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .37

03302500 Indian Creek near Corydon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .38

03302680 West Fork Blue River at Salem. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .39

03302800 Blue River at Fredericksburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .40

03302849 Whiskey Run at Marengo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .41

03303000 Blue River near White Cloud . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .42

03303300 Middle Fork Anderson River at Bristow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .43

03303400 Crooked Creek near Santa Claus . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .44

03322011 Pigeon Creek near Fort Branch . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45

03322500 Wabash River near New Corydon. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .46

03322900 Wabash River at Linn Grove. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .47

03323000 Wabash River at Bluffton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .48

03323500 Wabash River at Huntington. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .49

03324000 Little River near Huntington. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50

03324200 Salamonie River at Portland . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .51

03324300 Salamonie River near Warren. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .52

03324500 Salamonie River at Dora. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .53

03325000 Wabash River at Wabash . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .54

03325311 Little Mississinewa River at Union City. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .55

03325500 Mississinewa River near Ridgeville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .56

03326000 Mississinewa River near Eaton. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .57

03326070 Big Lick Creek near Hartford City. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .58

03326500 Mississinewa River at Marion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .59

03327000 Mississinewa River at Peoria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .60

03327500 Wabash River at Peru . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .61

03327520 Pipe Creek near Bunker Hill. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .62
INDEX OF CONTINUOUS-RECORD STATIONS

Appendix 1: Index of Continuous-Record Stations 293

03328000 Eel River at North Manchester . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .63

03328430 Weesau Creek near Deedsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .64

03328500 Eel River near Logansport . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .65

03329000 Wabash River at Logansport. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .66

03329400 Rattlesnake Creek near Patton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .67

03329500 Wabash River at Delphi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .68

03329700 Deer Creek near Delphi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .69

03330241 Tippecanoe River at North Webster . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .70

03330500 Tippecanoe River at Oswego . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .71

03331110 Walnut Creek near Warsaw. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .72

03331500 Tippecanoe River near Ora . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .73

03332300 Little Indian Creek near Royal Center . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .74

03332400 Big Monon Creek near Francesville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .75

03332500 Tippecanoe River near Monticello . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .76

03333050 Tippecanoe River near Delphi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .77

03333450 Wildcat Creek near Jerome. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .78

03333500 Wildcat Creek at Greentown. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .79

03333600 Kokomo Creek near Kokomo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .80

03333700 Wildcat Creek at Kokomo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .81

03334000 Wildcat Creek at Owasco . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .82

03334500 South Fork Wildcat Creek near Lafayette . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .83

03335000 Wildcat Creek near Lafayette . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .84

03335500 Wabash River at Lafayette . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .85

03335677 Marshall Ditch near Montmorenci . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .86

03335678 Indian Creek near Montmorenci. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .87

03335679 Little Pine Creek at Green Hill. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .88

03335690 Mud Pine Creek near Oxford . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .89

03335700 Big Pine Creek near Williamsport . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .90

03336000 Wabash River at Covington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .91

03339108 East Fork Coal Creek near Hillsboro . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .92

03339120 Coal Creek at Coal Creek . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .93

03339280 Prairie Creek near Lebanon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .94

03339500 Sugar Creek at Crawfordsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .95

03340000 Sugar Creek near Byron . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .96

03340500 Wabash River at Montezuma . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .97

03340800 Big Raccoon Creek near Fincastle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .98

03340900 Big Raccoon Creek at Ferndale . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .99

03341000 Big Raccoon Creek at Mansfield . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .100

03341200 Little Raccoon Creek near Catlin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .101
INDEX OF CONTINUOUS-RECORD STATIONS

294 Low-Flow Characteristics of Indiana Streams

03341300 Big Raccoon Creek at Coxville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102

03341500 Wabash River at Terre Haute . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .103

03342000 Wabash River at Riverton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .104

03342100 Busseron Creek near Hymera. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .105

03342150 West Fork Busseron Creek near Hymera . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .106

03342250 Mud Creek near Dugger . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .107

03342300 Busseron Creek near Sullivan. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108

03342500 Busseron Creek near Carlisle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .109

03343000 Wabash River at Vincennes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .110

03347000 White River at Muncie . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .111

03347500 Buck Creek near Muncie . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .112

03348000 White River at Anderson . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .113

03348020 Killbuck Creek near Gaston . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114

03348350 Pipe Creek at Frankton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .115

03348500 White River near Noblesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .116

03349000 White River at Noblesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .117

03349500 Cicero Creek near Arcadia . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .118

03349700 Little Cicero Creek near Arcadia . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .119

03350100 Hinkle Creek near Cicero . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .120

03350500 Cicero Creek at Noblesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .121

03350700 Stony Creek near Noblesville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .122

03351000 White River near Nora . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .123

03351310 Crooked Creek at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .124

03351400 Sugar Creek near Middletown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .125

03351500 Fall Creek near Fortville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .126

03352200 Mud Creek at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .127

03352500 Fall Creek at Millersville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .128

03353000 White River at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .129

03353120 Pleasant Run at Arlington Avenue at Indianapolis. . . . . . . . . . . . . . . . . . . . . . . . . . . .130

03353160 Pleasant Run at Brookville Road at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . .131

03353180 Bean Creek at Indianapolis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .132

03353200 Eagle Creek at Zionsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .133

03353500 Eagle Creek at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .134

03353551 Little Eagle Creek at 52nd Street at Indianapolis. . . . . . . . . . . . . . . . . . . . . . . . . . . . .135

03353560 Guion Creek above 52nd Street at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .136

03353583 Falcon Creek at 30th Street at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .137

03353600 Little Eagle Creek at Speedway . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .138

03353620 Lick Creek at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .139

03353630 Little Buck Creek near Southport. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .140
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Appendix 1: Index of Continuous-Record Stations 295

03353635 Derbyshire Creek at Southport . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .141

03353636 Little Buck Creek at Southport. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .142

03353637 Little Buck Creek near Indianapolis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .143

03353660 White River at Waverly . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .144

03353700 West Fork White Lick Creek at Danville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .145

03353800 White Lick Creek at Mooresville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .146

03354000 White River near Centerton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .147

03354500 Beanblossom Creek at Beanblossom . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .148

03355000 Bear Creek near Trevlac . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .149

03356000 Beanblossom Creek at Dolan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .150

03357000 White River at Spencer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .151

03357350 Plum Creek near Bainbridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .152

03357500 Big Walnut Creek near Reelsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .153

03358000 Mill Creek near Cataract . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .154

03359000 Mill Creek near Manhattan. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .155

03359500 Deer Creek near Putnamville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .156

03360000 Eel River at Bowling Green . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .157

03360500 White River at Newberry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .158

03361000 Big Blue River at Carthage. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .159

03361500 Big Blue River at Shelbyville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .160

03361650 Sugar Creek at New Palestine. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .161

03361850 Buck Creek at Acton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .162

03362000 Youngs Creek near Edinburgh . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .163

03362500 Sugar Creek near Edinburgh. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .164

03363000 Driftwood River near Edinburgh . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .165

03363500 Flatrock River at St. Paul . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .166

03363900 Flatrock River at Columbus . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .167

03364000 East Fork White River at Columbus. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .168

03364200 Haw Creek near Clifford . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .169

03364500 Clifty Creek at Hartsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .170

03365000 Sand Creek near Brewersville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .171

03365500 East Fork White River at Seymour. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .172

03366000 Graham Creek near Vernon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .173

03366200 Harberts Creek near Madison. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .174

03366500 Muscatatuck River near Deputy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .175

03368000 Brush Creek near Nebraska . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .176

03369000 Vernon Fork Muscatatuck River near Butlerville. . . . . . . . . . . . . . . . . . . . . . . . . . . . .177

03369500 Vernon Fork Muscatatuck River at Vernon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .178

03371500 East Fork White River near Bedford . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .179
INDEX OF CONTINUOUS-RECORD STATIONS

296 Low-Flow Characteristics of Indiana Streams

03371520 Back Creek at Leesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .180

03371600 South Fork Salt Creek at Kurtz. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .181

03371650 North Fork Salt Creek at Nashville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .182

03372000 North Fork Salt Creek near Belmont . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .183

03372300 Stephens Creek near Bloomington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .184

03372500 Salt Creek near Harrodsburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .185

03372700 Clear Creek near Harrodsburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .186

03373200 Indian Creek near Springville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .187

03373500 East Fork White River at Shoals. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .188

03373530 Lost River near Leipsic. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .189

03373700 Lost River near West Baden Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .190

03374000 White River at Petersburg. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .191

03374455 Patoka River near Hardinsburg. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .192

03374500 Patoka River near Cuzco . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .193

03375500 Patoka River at Jasper. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .194

03375800 Hall Creek near St. Anthony. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .195

03376260 Flat Creek near Otwell . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .196

03376300 Patoka River at Winslow. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .197

03376350 South Fork Patoka River near Spurgeon. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .198

03376500 Patoka River near Princeton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .199

03377500 Wabash River at Mount Carmel, Illinois . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .200

03378550 Big Creek near Wadesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .201

04093000 Deep River at Lake George Outlet at Hobart . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .202

04094000 Little Calumet River at Porter. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .203

04094500 Salt Creek near McCool . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .204

04095300 Trail Creek at Michigan City . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .205

04096100 Galena River near LaPorte . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .206

04097970 Lime Lake Outlet at Panama . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .207

04099510 Pigeon Creek near Angola . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .208

04099610 Pretty Lake Inlet near Stroh . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .209

04099750 Pigeon River near Scott . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .210

04099808 Little Elkhart River at Middlebury . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .211

04099850 Pine Creek near Elkhart . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .212

04100222 North Branch Elkhart River at Cosperville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .213

04100252 Forker Creek near Burr Oak . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .214

04100295 Rimmel Branch near Albion. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .215

04100377 Solomon Creek near Syracuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .216

04100465 Turkey Creek at Syracuse. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .217

04100500 Elkhart River at Goshen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .218
INDEX OF CONTINUOUS-RECORD STATIONS

Appendix 1: Index of Continuous-Record Stations 297

04101000 St. Joseph River at Elkhart . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .219

04177720 Fish Creek at Hamilton. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .220

04178000 St. Joseph River near Newville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .221

04179000 St. Joseph River at Cedarville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .222

04179500 Cedar Creek at Auburn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .223

04180000 Cedar Creek near Cedarville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .224

04180500 St. Joseph River near Fort Wayne. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .225

04181500 St. Marys River at Decatur . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .226

04182000 St. Marys River near Fort Wayne . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .227

04182590 Harber Ditch at Fort Wayne . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .228

04182810 Spy Run Creek at Fort Wayne . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .229

04183000 Maumee River at New Haven. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .230

05515000 Kankakee River near North Liberty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .231

05515400 Kingsbury Creek near LaPorte . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .232

05515500 Kankakee River at Davis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .233

05516000 Yellow River near Bremen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .234

05516500 Yellow River at Plymouth. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .235

05517000 Yellow River at Knox . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .236

05517500 Kankakee River at Dunns Bridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .237

05517530 Kankakee River near Kouts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .238

05517890 Cobb Ditch near Kouts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .239

05518000 Kankakee River at Shelby . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .240

05519000 Singleton Ditch at Schneider . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .241

05519500 West Creek near Schneider. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .242

05521000 Iroquois River at Rosebud . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .243

05522000 Iroquois River near North Marion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .244

05522500 Iroquois River at Rensselaer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .245

05523000 Bice Ditch near South Marion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .246

05523500 Slough Creek near Collegeville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .247

05524000 Carpenter Creek at Egypt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .248

05524500 Iroquois River near Foresman . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .249

05536179 Hart Ditch at Dyer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .250

05536190 Hart Ditch at Munster. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .251

05536195 Little Calumet River at Munster. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .252

APPENDIX 2

INDEX OF STATIONS

[All stations are in Indiana unless otherwise noted]
INDEX OF ALL STATIONS

300 Low-Flow Characteristics of Indiana Streams

Aboite Creek near Aboite . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .259

Aikman Creek near Glendale . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .282

Anderson River at St. Meinrad . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .257

Bachelor Run near Flora. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .264

Back Creek at Leesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .180

Badger Creek near La Fontaine . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .261

Bean Creek at Indianapolis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .132

Beanblossom Creek at Beanblossom . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .148

Beanblossom Creek at Dolan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .150

Bear Creek at Fountain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .267

Bear Creek near Bryant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .258

Bear Creek near Saint Joe. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .287

Bear Creek near Trevlac . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .149

Beaver Creek near Morocco . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .290

Bell Creek near Yorktown. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .271

Berlien Ditch near Angola . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .286

Bice Ditch near South Marion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .246

Big Blue River at Carthage. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .159

Big Blue River at Shelbyville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .160

Big Blue River near New Castle. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278

Big Cedar Creek at Cedar Grove . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .254

Big Creek at Solitude . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .285

Big Creek near Monticello . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .265

Big Creek near Volga . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .280

Big Creek near Wadesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .201

Big Lick Creek near Hartford City . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .58

Big Lick Creek near Wheeling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .261

Big Monon Creek near Francesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .75

Big Monon Creek near Medaryville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .265

Big Pine Creek near Williamsport . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .90

Big Raccoon Creek at Coxville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .102

Big Raccoon Creek at Ferndale . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .99

Big Raccoon Creek at Mansfield . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .100

Big Raccoon Creek near Fincastle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .98

Big Raccoon Creek near Ladoga . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .269

Big Run at Butler . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .287

Big Shawnee Creek near Attica . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .267
INDEX OF ALL STATIONS

Appendix 2: Index of Stations 301

Big Walnut Creek near Barnard . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .275

Big Walnut Creek near Greencastle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .275

Big Walnut Creek near Reelsville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .153

Big Yellow Creek near Mentone. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .264

Birch Creek near Ashboro . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .276

Birch Creek near Old Hill. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .276

Bird Hollow Creek near English. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .257

Black Creek near Sandborn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .277

Black Creek near Warren . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .259

Black River near Stewartsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .285

Bledsoe Branch near Bainbridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .275

Blue Creek near Pleasant Mills. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .288

Blue Lick Creek at Memphis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .256

Blue River at Fredericksburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .40

Blue River near Churubusco. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .262

Blue River near Columbia City . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .262

Blue River near White Cloud . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .42

Boggs Creek near Loogootee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .282

Bone Creek near White Sulphur Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .284

Bosman Ditch near Albany. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .260

Bosman Ditch Tributary near Albany. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .260

Brandywine Creek near Maxwell . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278

Brouillettes Creek near Universal. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .269

Brush Creek near Nebraska . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .176

Brushy Creek at Manville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .255

Bruster Branch near Winslow. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .284

Buck Creek at Acton. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .162

Buck Creek near Muncie . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .112

Buck Creek near New Bethel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278

Buck Creek near New Middletown. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .36

Bull Path near Cloverdale . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .276

Busseron Creek near Carlisle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .109

Busseron Creek near Hymera . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .105

Busseron Creek near Sullivan. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108

Campbells Creek near Desoto . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .260

Campbells Run near Rossville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .266

Cane Branch near Ethel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .283

Carpenter Creek at Egypt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .248
INDEX OF ALL STATIONS

302 Low-Flow Characteristics of Indiana Streams

Cedar Creek at Auburn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .223

Cedar Creek at Waterloo. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .287

Cedar Creek near Cedarville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .224

Chippewanuck Creek near Rochester . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .264

Cicero Creek at Noblesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .121

Cicero Creek near Arcadia . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .118

Cicero Creek near Tipton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .272

Clear Creek above Spring Creek at South Whitley . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .262

Clear Creek near Fillmore . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .275

Clear Creek near Harrodsburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .186

Clear Creek near Huntington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .259

Clifty Creek at Hartsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .170

Coal Creek at Coal Creek . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .93

Coal Creek near Veedersburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .267

Cobb Ditch near Kouts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .239

Coffee Creek at Chesterton. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .285

Conger Creek near Bowman. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .282

Connelly Ditch near Jasonville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .277

Conns Creek near Blue Ridge. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .279

Crooked Creek at Augusta . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .272

Crooked Creek at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .124

Crooked Creek near Elkinsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .281

Crooked Creek near Kouts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .290

Crooked Creek near Logansport. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .263

Crooked Creek near Royal Center . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .263

Crooked Creek near Santa Claus . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .44

Cup Creek near Pikesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .285

Curtiss Ditch near Culver . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .264

Dausman Ditch near Bremen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .289

Deep River at Lake George Outlet at Hobart . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .202

Deer Creek at Marion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .261

Deer Creek near Cannelton. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .257

Deer Creek near Delphi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .69

Deer Creek near Lincoln. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .263

Deer Creek near Putnamville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .156

Derbyshire Creek at Southport . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .141

Dibbling Ditch near Waterloo. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .287

Dove Creek near Valentine . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .286
INDEX OF ALL STATIONS

Appendix 2: Index of Stations 303

Driftwood River near Edinburgh . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .165

Dry Branch near Greencastle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .275

Duck Creek at Greensboro . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278

Duck Creek at Strawtown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .271

Dunes Creek near Dune Acres . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .285

Eagle Creek at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .134

Eagle Creek at Zionsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .133

Eagle Creek near Grovertown. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .289

East Fork Big Walnut Creek near Montclair . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .274

East Fork Coal Creek near Hillsboro . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .92

East Fork Coal Creek near Veedersburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .268

East Fork White Lick Creek near Mooresville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .273

East Fork White River at Columbus . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .168

East Fork White River at Seymour . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .172

East Fork White River at Shoals. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .188

East Fork White River near Bedford . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .179

East Fork Whitewater River at Abington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .29

East Fork Whitewater River at Brookville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30

East Fork Whitewater River at Richmond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .28

Eel River at Bowling Green . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .157

Eel River at North Manchester . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .63

Eel River near Logansport . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .65

Eel River near Columbia City. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .262

Eightmile Creek at Zanesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .259

Elkhart River at Goshen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .218

Elkhorn Creek at Richmond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .254

Elliott Ditch near Lafayette . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .267

Ewing Ditch near Angola . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .285

Falcon Creek at 30th Street at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .137

Fall Creek at Millersville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .128

Fall Creek near Fortville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .126

Falling Timber Creek near Versailles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .255

First Creek at Newberry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .277

Fish Creek at Hamilton. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .220

Fish Creek near Artic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .287

Fish Creek near Freedom . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .274

Fishers Fork near Petersville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .280

Flat Creek near Algiers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .283
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304 Low-Flow Characteristics of Indiana Streams

Flat Creek near Glezen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .285

Flat Creek near Ireland . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .284

Flat Creek near Otwell . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .196

Flat Creek Tributary near White Sulphur Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .284

Flatrock Creek near Townley . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .289

Flatrock River at Columbus . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .167

Flatrock River at St. Paul . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .166

Flatrock River near Lewisville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278

Flatrock River near Rushville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .279

Flint Creek near Westpoint . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .267

Forker Creek near Burr Oak . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .214

Fourteenmile Creek near Charlestown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .255

Fudge Creek near Valeene . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .283

Fudge Creek Tributary near Valeene . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .283

Galena River near LaPorte . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .206

Graham Creek near Vernon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .173

Grassy Branch near New Brunswick . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .274

Gravel Creek near Story . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .281

Greens Fork at Greens Fork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .254

Guion Creek above 52nd Street at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .136

Guthrie Creek near Tunnelton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .281

Halfway Creek near Albany . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .260

Hall Creek near St. Anthony. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .195

Hanna Creek near Roseburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .254

Harber Ditch at Fort Wayne . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .228

Harberts Creek near Madison . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .174

Hart Ditch at Dyer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .250

Hart Ditch at Munster . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .251

Haw Creek near Clifford. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .169

Hayden Ditch near Wheeling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .261

Hedgeland Ditch near Wheeling. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .261

Hinkle Creek near Cicero . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .120

Hoagland Ditch near Monon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .265

Hoffman Creek at Townley. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .289

Hogs Defeat Creek near Valeene . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .283

Hogs Defeat Creek Tributary near Valeene . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .283

Holthouse Ditch near Decatur . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .288

Honey Creek near Reynolds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .265
INDEX OF ALL STATIONS

Appendix 2: Index of Stations 305

Honey Creek near Terre Haute . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .269

Houk Ditch near Hessen Cassel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .288

Hurricane Creek near Franklin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278

Indian Creek east of McBrides Bluff Road near Dover Hill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .282

Indian Creek near Corydon. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .38

Indian Creek near Green Hill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .267

Indian Creek near Montmorenci. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .87

Indian Creek near Morgantown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .273

Indian Creek near Oaklandon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .272

Indian Creek near Springville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .187

Indian Creek near Thornhope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .265

Indian-Kentuck Creek near Canaan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34

Indian-Kentuck Creek near Manville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .255

Iroquois River at Rensselaer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .245

Iroquois River at Rosebud . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .243

Iroquois River near Foresman. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .249

Iroquois River near North Marion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .244

Jackson Creek near Bloomington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .282

John Diehl Ditch at Auburn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .288

Johnson Drain near Churubusco. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .262

Jordan Creek near Jordan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .276

Juday Creek at Roseland. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .287

Kankakee River at Davis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .233

Kankakee River at Dunns Bridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .237

Kankakee River at Shelby. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .240

Kankakee River near Kouts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .238

Kankakee River near North Liberty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .231

Kettle Creek Tributary near Shelburn. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .270

Kickapoo Creek near Attica . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .267

Killbuck Creek near Anderson . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .271

Killbuck Creek near Gaston . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .114

Kilmore Creek at Kilmore . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .266

Kilmore Creek near Frankfort . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .266

Kingsbury Creek near LaPorte . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .232

Kirkpatrick Ditch near Rushville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .279

Kokomo Creek near Kokomo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .80

Lambs Creek near Martinsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .273

Lattas Creek near Switz City . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .277
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306 Low-Flow Characteristics of Indiana Streams

Laughery Creek at Versailles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .255

Laughery Creek near Ballstown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .255

Laughery Creek near Farmers Retreat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33

Laughery Creek near Versailles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .255

Leatherwood Creek at Bedford. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .281

Lick Creek at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .139

Lick Creek near Coal City . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .276

Lick Creek near Fortville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .272

Lick Creek near Paoli . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .282

Lick Creek near White Oak . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .284

Lick Creek Tributary near White Oak . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .284

Limberlost Creek at Geneva . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .258

Lime Lake Outlet at Panama . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .207

Little Blue River near Beechwood . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .257

Little Blue River near Grantsburg. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .257

Little Blue River near Rays Crossing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278

Little Blue River near Sulphur . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .257

Little Buck Creek at Southport. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .142

Little Buck Creek near Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .143

Little Buck Creek near Southport (continuous record). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .140

Little Buck Creek near Southport (partial record) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .272

Little Calumet River at Munster . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .252

Little Calumet River at Porter. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .203

Little Cedar Creek near Garrett . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .288

Little Cicero Creek near Arcadia . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .119

Little Deer Creek near Camden . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .263

Little Eagle Creek at 52nd Street at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .135

Little Eagle Creek at Speedway . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .138

Little Elkhart River at Middlebury . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .211

Little Elkhart River near Middlebury . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .286

Little Flat Creek near White Sulphur Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .284

Little Flatrock River at Milroy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .279

Little Indian Creek near Corydon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .256

Little Indian Creek near Galena . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .37

Little Indian Creek near Royal Center . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .74

Little Kankakee River near Mill Creek. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .289

Little Mississinewa River at Union City. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .55

Little Pigeon Creek near Midway. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .258
INDEX OF ALL STATIONS

Appendix 2: Index of Stations 307

Little Pigeon Creek near Tennyson. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .258

Little Pine Creek at Green Hill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .88

Little Potato Creek near Darlington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .269

Little Raccoon Creek near Catlin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .101

Little River near Huntington. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50

Little Sand Creek near Elizabethtown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .280

Little Vermillion River near Newport . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .268

Little Wea Creek near Lafayette . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .267

Little Wildcat Creek near Middleton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .266

Little Williams Creek at Connersville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .26

Loblolly Creek at Geneva . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .258

Long Ditch Tributary near Stony Ridge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .264

Loon Creek at Huntington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .259

Lost River near Leipsic. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .189

Lost River near West Baden Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .190

Lower Schooner Creek near Belmont. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .282

Lugar Creek at Marion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .261

Maiden Run near Reelsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .276

Main Edlin Ditch near Lebanon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .274

Maria Creek near Emison . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .270

Marshall Ditch near Montmorenci . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .86

Martindale Creek near Cambridge City . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .254

Maumee River at New Haven. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .230

Middle Fork Anderson River at Bristow. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .43

Middle Fork Blue River near Salem . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .256

Middle Fork Fall Fork Clifty Creek at Hartsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .279

Middle Fork Salt Creek at Story. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .281

Middle Fork Wildcat Creek near Rossville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .266

Mill Creek near Cataract. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .154

Mill Creek near Fulton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .264

Mill Creek near Manhattan. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .155

Miller Creek near Fillmore . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .275

Minnow Creek Tributary near Logansport . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .261

Mississinewa River at Marion. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .59

Mississinewa River at Peoria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .60

Mississinewa River near Eaton. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .57

Mississinewa River near Ridgeville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .56

Mississinewa River Tributary near Albany. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .260
INDEX OF ALL STATIONS

308 Low-Flow Characteristics of Indiana Streams

Moore Creek near Handy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .282

Moots Creek near Brookston . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .265

Mud Creek near Dugger . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .107

Mud Creek at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .127

Mud Creek near Albany . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .260

Mud Creek near Bruce Lake. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .264

Mud Creek near Little Point . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .276

Mud Creek near Mechanicsburg. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .268

Mud Creek near Windfall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .266

Mud Pine Creek near Oxford . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .89

Muddy Fork Creek near Speed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .256

Muncie Creek near Desoto . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .270

Muscatatuck River near Austin. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .280

Muscatatuck River near Deputy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .175

Nickelsen Creek near Poe. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .288

North Branch Clifty Creek near Sandusky . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .279

North Branch Elkhart River at Cosperville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .213

North Branch Elkhart River near Wolcottville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .286

North Fork Salt Creek at Nashville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .182

North Fork Salt Creek near Belmont . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .183

Otter Creek near Burnett. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .269

Otter Creek near De Gonia Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .257

Otter Creek near Newbern . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .280

Otter Creek near Vernon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .281

Patoka River at Jasper. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .194

Patoka River at Winslow. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .197

Patoka River near Cuzco. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .193

Patoka River near Hardinsburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .192

Patoka River near Princeton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .199

Patoka River Tributary at Dubois . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .283

Patoka River Tributary near Valeene . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .283

Paw Paw Creek near Roann . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .263

Pigeon Creek near Angola . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .208

Pigeon Creek near Buckskin. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .258

Pigeon Creek near Fort Branch. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45

Pigeon Creek near Hamilton. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .286

Pigeon River near Scott . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .210

Pigeon Roost Creek near Underwood. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .281
INDEX OF ALL STATIONS

Appendix 2: Index of Stations 309

Pike Creek near Norway. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .265

Pine Creek near Elkhart . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .212

Pipe Creek at Frankton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .115

Pipe Creek near Alexandria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .271

Pipe Creek near Bunker Hill. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .62

Pleasant Run at Arlington Avenue at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .130

Pleasant Run at Brookville Road at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .131

Pleasant Run at Greenwood . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .272

Pleasant Run Creek near Gilman . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .271

Plum Creek near Bainbridge (continuous-record station) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .152

Plum Creek near Bainbridge (partial-record station) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .275

Plummer Creek near Bloomfield . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .277

Pond Ditch (Kessinger Ditch) near Wheatland. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278

Poplar Run near Huntsville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .270

Prairie Creek at Thorntown. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .268

Prairie Creek near Lebanon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .94

Prairie Creek near Montpelier . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .259

Prairie Creek near Prairie Creek . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .269

Prairie Creek near Washington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .277

Prairie Creek Tributary near Frankfort . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .266

Pretty Lake Inlet near Stroh . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .209

Quigley Marsh Ditch at Winamac . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .264

Raccoon Creek near Pottersville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .274

Ramp Run near North Salem . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .275

Rattlesnake Creek near Patton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .67

Rattlesnake Creek (downstream site) near Spencer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .274

Rattlesnake Creek (upstream site) near Spencer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .273

Rees Ditch near Dunkirk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .260

Rees Ditch near Eaton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .260

Reeves Ditch near La Crosse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .290

Richland Creek near Bloomfield . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .277

Rimmell Branch near Albion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .215

Rock Creek near Markle. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .259

Rock Creek near Rockfield. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .263

Rock Creek near Rockford . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .258

Ross Ditch near Raintown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .274

Rowe Ditch near Howe. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .286

Salamonie River at Dora. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .53
INDEX OF ALL STATIONS

310 Low-Flow Characteristics of Indiana Streams

Salamonie River at Montpelier . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .259

Salamonie River at Portland . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .51

Salamonie River near Warren . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .52

Salt Creek near Harrodsburg. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .185

Salt Creek near McCool . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .204

Salt Creek near Metamora . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .254

Sand Creek near Brewersville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .171

Sand Creek near Greensburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .280

Shawnee Creek near Rushville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .279

Silver Creek near Liberty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .254

Silver Creek near New Albany . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .256

Silver Creek near Sellersburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35

Singleton Ditch at Schneider . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .241

Singleton Ditch near Hebron . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .290

Sixmile Creek near Bluffton. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .258

Slough Creek near Collegeville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .247

Smothers Creek near Plainville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .277

Snake Creek near Reelsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .276

Snyder Branch near Greencastle. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .275

Solomon Creek near Syracuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .216

South Fork Blue River near Palmyra . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .256

South Fork Deer Creek at Galveston . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .263

South Fork Patoka River near Spurgeon. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .198

South Fork Patoka River Tributary near Scottsburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .285

South Fork Patoka River Tributary near Stendal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .285

South Fork Salt Creek at Kurtz. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .181

South Fork Wildcat Creek near Lafayette . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .83

South Hogan Creek near Dillsboro. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .32

Spring Creek near Columbia City. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .262

Spring Creek near White Cloud . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .256

Spring Creek below Clear Creek at South Whitley . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .262

Spy Run Creek at Fort Wayne . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .229

St. Joseph River at Cedarville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .222

St. Joseph River at Elkhart . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .219

St. Joseph River at Hursh . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .287

St. Joseph River near Fort Wayne. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .225

St. Joseph River near Newville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .221

St. Marys River at Decatur . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .226
INDEX OF ALL STATIONS

Appendix 2: Index of Stations 311

St. Marys River near Fort Wayne . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .227

Steel Ditch near Gaston . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .271

Stephens Creek near Bloomington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .184

Stinking Fork Little Blue River at Sulphur Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .257

Stock Ditch near Bremen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .289

Stoney Creek at Windsor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .270

Stony Creek near Noblesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .122

Stotts Creek near Martinsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .272

Stucker Fork at Scottsburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .281

Stucker Fork Tributary near Lexington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .280

Studebaker Ditch near Wheeling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .261

Sugar Creek at Crawfordsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .95

Sugar Creek at New Palestine. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .161

Sugar Creek at South Whitley . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .262

Sugar Creek near Byron . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .96

Sugar Creek near Edinburgh. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .164

Sugar Creek near Kirklin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .268

Sugar Creek near Littles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .284

Sugar Creek near Middletown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .125

Sugar Creek near Pleasant View. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278

Sugar Mill Creek near Wallace. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .269

Sulphur Creek near Hymera . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .270

Sulphur Springs Branch Tributary near White Sulphur Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .284

Sycamore Creek near Centerton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .273

Tanners Creek near Guilford. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .255

Thurston Ditch near Bethel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .271

Tippecanoe River at North Webster . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .70

Tippecanoe River at Oswego . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .71

Tippecanoe River near Delphi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .77

Tippecanoe River near Monticello . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .76

Tippecanoe River near Ora . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .73

Trail Creek at Michigan City . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .205

Treaty Creek at Wabash . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .259

Turkey Creek at Syracuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .217

Turkey Creek near New Paris . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .286

Turkey Creek near Windfall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .265

Turman Creek near Farmersburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .270

Twelve Mile Creek near Hoover. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .263
INDEX OF ALL STATIONS

312 Low-Flow Characteristics of Indiana Streams

Veale Creek near Washington. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .277

Vernon Fork Muscatatuck River at Vernon. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .178

Vernon Fork Muscatatuck River near Butlerville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .177

Wabash River at Bluffton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .48

Wabash River at Covington . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .91

Wabash River at Delphi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .68

Wabash River at Huntington. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .49

Wabash River at Lafayette . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .85

Wabash River at Linn Grove. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .47

Wabash River at Logansport. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .66

Wabash River at Montezuma . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .97

Wabash River at Mt. Carmel, Illinois . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .200

Wabash River at Peru . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .61

Wabash River at Riverton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .104

Wabash River at Terre Haute . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .103

Wabash River at Vincennes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .110

Wabash River at Wabash. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .54

Wabash River near New Corydon. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .46

Waddle Ditch near Pike . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .268

Walnut Creek near Warsaw. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .72

Walnut Fork Sugar Creek near Crawfordsville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .269

Wea Creek near Lafayette. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .266

Weasel Creek near Arcadia. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .272

Weesau Creek near Deedsville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .64

West Creek near Schneider. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .242

West Fork Big Walnut Creek near Jamestown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .274

West Fork Blue River at Salem. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .39

West Fork Busseron Creek near Hymera . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .106

West Fork Indian-Kentuck Creek near Manville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .255

West Fork White Lick Creek at Danville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .145

Whiskey Run at Marengo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .41

Whiskey Run at Milltown. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .256

White Creek near Cortland . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .280

White Lick Creek at Mooresville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .146

White Lick Creek near Brownsburg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .273

White River at Anderson . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .113

White River at Indianapolis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .129

White River at Muncie . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .111
INDEX OF ALL STATIONS

Appendix 2: Index of Stations 313

White River at Newberry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .158

White River at Noblesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .117

White River at Petersburg. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .191

White River at Spencer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .151

White River at Waverly. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .144

White River near Centerton . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .147

White River near Harrisville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .270

White River near Noblesville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .116

White River near Nora . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .123

White River Tributary near Spencer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .273

Whitewater River at Brookville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .31

Whitewater River near Alpine . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .27

Whitewater River near Economy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24

Whitewater River near Hagerstown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .25

Whitham Ditch near Hanna . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .289

Wikoff Ditch near Rushville. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .279

Wildcat Creek at Greentown. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .79

Wildcat Creek at Kokomo. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .81

Wildcat Creek at Owasco . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .82

Wildcat Creek near Jerome. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .78

Wildcat Creek near Lafayette . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .84

Williams Creek near Cross Roads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .270

Willow Creek near Huntertown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .288

Wolf Creek near Argos . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .289

Wolf Creek near Kouts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .290

Woods Ditch near Frankfort . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .268

Yeager Finley Manard Ditch near Gaston . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .271

Yellow Creek at Dunlap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .286

Yellow River at Knox . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .236

Yellow River at Plymouth. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .235

Yellow River near Bremen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .234

Youngs Creek near Edinburgh . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .163

Youngs Creek near Greenbrier . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .283