LOCATION.-- Lat 39°08'56", long 89°21'08" (NAD of 1927), in NW1/4SE1/4 sec.7, T.8 N., R.2 W., Montgomery County, Hydrologic Unit 07140203, on right bank at downstream side of bridge on County Highway 8, 4.5 mi northeast of Coffeen, 6.5 mi east of Hillsboro, and at mile 39.3. |
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DRAINAGE AREA.-- 55.5 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: October 1963 to current year. |
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STAGE: Water years 1994 to current year. |
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REVISED RECORDS.-- WDR IL-75-1: Drainage area. |
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GAGE.-- Water-stage recorder, phone telemeter, and crest-stage gage. Datum of gage is 574.76 ft above NGVD of 1929. |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 5,910 ft3/s, Dec. 7, 1966, from rating curve extended above 2,200 ft3/s, gage height, 14.45 ft; maximum gage height, 14.75 ft, Aug. 5, 1998, discharge, 5,030 ft3/s; no flow for many days in most years. |
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REMARKS FOR CURRENT YEAR.-- Records good except those for estimated daily discharges, which are poor. |
Discharge, cubic feet per second, WATER YEAR OCTOBER 2003 TO SEPTEMBER 2004 DAILY MEAN VALUES |
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DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
1 | 0.80 | e2.2 | 11 | 26 | e8.0 | 23 | 31 | 19 | 32 | 1.9 | 3.0 | 0.94 |
2 | 0.73 | e2.0 | 9.9 | 23 | e8.5 | 19 | 23 | 18 | 20 | 1.7 | 1.4 | e0.65 |
3 | 0.63 | e4.4 | 9.2 | 21 | e11 | 16 | 19 | 14 | 16 | 2.3 | 0.90 | e0.54 |
4 | 0.61 | e3.7 | 8.7 | 1620 | e11 | 542 | 16 | 9.3 | 14 | 4.5 | 1.1 | e0.45 |
5 | 0.71 | e3.3 | 8.9 | 1200 | e10 | 965 | 14 | 7.6 | 13 | 11 | 1.1 | e0.40 |
6 | 0.73 | e4.5 | 8.9 | 76 | e10 | 82 | 13 | 6.2 | 11 | 3.8 | 0.62 | e0.36 |
7 | 0.82 | e8.0 | 8.5 | 44 | e9.5 | 38 | 12 | 5.1 | 10 | 3.4 | 0.51 | e0.33 |
8 | 0.83 | e6.0 | 7.7 | 36 | e9.5 | 27 | 11 | 4.2 | 9.2 | 2.5 | 0.41 | e0.31 |
9 | 26 | e5.0 | 8.1 | 32 | e10 | 23 | 11 | 5.0 | 8.3 | 2.1 | 0.37 | e0.29 |
10 | 77 | e4.2 | 9.4 | 27 | e11 | 20 | 9.8 | 4.5 | 9.0 | 2.2 | 0.33 | e0.27 |
11 | 12 | e3.7 | 10 | 25 | e14 | 19 | 9.6 | 5.8 | 25 | 1.9 | 0.30 | e0.26 |
12 | 4.9 | e4.0 | 8.1 | 24 | 21 | 17 | 8.7 | 4.8 | 15 | 1.9 | 0.28 | e0.25 |
13 | 3.2 | e3.3 | 6.0 | 23 | 15 | 16 | 7.8 | 40 | 8.8 | 1.5 | 0.28 | e0.24 |
14 | 11 | e3.0 | 6.0 | 22 | 22 | 16 | 7.1 | 638 | 6.9 | 1.3 | 0.28 | e0.26 |
15 | 6.0 | e3.1 | 6.4 | 21 | 32 | 15 | 6.8 | 109 | 6.5 | 1.3 | 0.39 | e0.60 |
16 | 5.1 | e3.4 | 6.5 | 20 | 21 | 15 | 6.7 | 31 | 34 | 1.2 | 0.45 | e0.54 |
17 | 5.0 | e4.0 | 6.2 | 77 | 30 | 14 | 6.6 | 21 | 15 | 0.91 | 0.38 | e0.45 |
18 | 4.7 | 1900 | 5.8 | 270 | 123 | 13 | 5.7 | 17 | 7.6 | 0.80 | 0.35 | e0.40 |
19 | 8.2 | 834 | 5.2 | 43 | 288 | 12 | 5.0 | 15 | 6.2 | 0.76 | 0.31 | e0.35 |
20 | e5.4 | 70 | 5.1 | 29 | 270 | 12 | 4.7 | 13 | 4.3 | 0.71 | 0.68 | e0.31 |
21 | e4.5 | 38 | 5.0 | e21 | 81 | 11 | 5.2 | 11 | 10 | 0.76 | 0.83 | e0.29 |
22 | e3.7 | 27 | 5.2 | e18 | 35 | 9.8 | 4.8 | 8.6 | 12 | 0.74 | 0.72 | e0.27 |
23 | e3.1 | 47 | 240 | e16 | 139 | 9.7 | 4.7 | 7.4 | 5.2 | 3.2 | 0.96 | e0.26 |
24 | e2.7 | 214 | 74 | e14 | 199 | 10 | 5.3 | 6.9 | 2.8 | 1.6 | 0.88 | e0.25 |
25 | e2.5 | 39 | 24 | e13 | 52 | 11 | 6.5 | 11 | 2.1 | 1.3 | 0.96 | e0.24 |
26 | e2.7 | 26 | 17 | e12 | 33 | 357 | 5.7 | 208 | 1.9 | 0.87 | 336 | e0.23 |
27 | e3.2 | 21 | 14 | e11 | 27 | 157 | 4.3 | 1500 | 2.0 | 0.63 | 47 | e0.21 |
28 | e5.0 | 17 | 15 | e10 | 24 | 48 | 4.0 | 1950 | 2.1 | 0.53 | 9.5 | e0.20 |
29 | e4.0 | 14 | 675 | e9.5 | 23 | 114 | 3.5 | 133 | 1.6 | 0.71 | 11 | e0.19 |
30 | e3.1 | 13 | 106 | e9.0 | --- | 202 | 5.4 | 108 | 1.7 | 2.8 | 4.2 | e0.19 |
31 | e2.5 | --- | 38 | e8.5 | --- | 60 | --- | 91 | --- | 12 | 1.7 | --- |
TOTAL | 211.36 | 3327.8 | 1368.8 | 3801.0 | 1547.5 | 2893.5 | 277.9 | 5022.4 | 313.2 | 72.82 | 427.19 | 10.53 |
MEAN | 6.82 | 111 | 44.2 | 123 | 53.4 | 93.3 | 9.26 | 162 | 10.4 | 2.35 | 13.8 | 0.35 |
MAX | 77 | 1900 | 675 | 1620 | 288 | 965 | 31 | 1950 | 34 | 12 | 336 | 0.94 |
MIN | 0.61 | 2.0 | 5.0 | 8.5 | 8.0 | 9.7 | 3.5 | 4.2 | 1.6 | 0.53 | 0.28 | 0.19 |
CFSM | 0.12 | 2.00 | 0.80 | 2.21 | 0.96 | 1.68 | 0.17 | 2.92 | 0.19 | 0.04 | 0.25 | 0.01 |
IN. | 0.14 | 2.23 | 0.92 | 2.55 | 1.04 | 1.94 | 0.19 | 3.37 | 0.21 | 0.05 | 0.29 | 0.01 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1964 - 2004, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 15.0 | 27.0 | 53.3 | 57.9 | 65.8 | 75.4 | 72.9 | 71.3 | 38.2 | 16.6 | 10.8 | 15.1 |
MAX | 192 | 193 | 256 | 279 | 222 | 313 | 347 | 572 | 203 | 176 | 127 | 181 |
(WY) | 1970 | 1994 | 1983 | 1974 | 1982 | 1978 | 1994 | 2002 | 1973 | 1982 | 1998 | 1993 |
MIN | 0.00 | 0.08 | 0.05 | 0.16 | 1.75 | 2.90 | 4.09 | 1.36 | 0.13 | 0.00 | 0.00 | 0.00 |
(WY) | 1964 | 1998 | 1977 | 1977 | 2000 | 2000 | 2000 | 1988 | 1988 | 1964 | 1988 | 1964 |
SUMMARY STATISTICS | FOR 2003 CALENDAR YEAR | FOR 2004 WATER YEAR | WATER YEARS 1964 - 2004 | |||
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ANNUAL TOTAL | 13655.32 | 19274.00 | ||||
ANNUAL MEAN | 37.4 | 52.7 | 43.2 | |||
HIGHEST ANNUAL MEAN | 113 | 2002 | ||||
LOWEST ANNUAL MEAN | 6.76 | 1992 | ||||
HIGHEST DAILY MEAN | 1900 | Nov 18 | 1950 | May 28 | 3830 | May 7 2002 |
LOWEST DAILY MEAN | 0.06 | Aug 30 | 0.19 A | Sep 29,30 | 0.00 | B |
ANNUAL SEVEN-DAY MINIMUM | 0.16 | Aug 24 | 0.22 A | Sep 24 | 0.00 | Oct 1 1963 |
MAXIMUM PEAK FLOW | 2770 | Jan 4 | 5910 C | Dec 7 1966 | ||
MAXIMUM PEAK STAGE | 12.99 | Jan 4 | 14.75 D | Aug 5 1998 | ||
ANNUAL RUNOFF (CFSM) | 0.674 | 0.949 | 0.778 | |||
ANNUAL RUNOFF (INCHES) | 9.15 | 12.92 | 10.57 | |||
10 PERCENT EXCEEDS | 51 | 63 | 62 | |||
50 PERCENT EXCEEDS | 5.0 | 8.1 | 4.9 | |||
90 PERCENT EXCEEDS | 0.74 | 0.45 | 0.10 |
A - Estimated, but may have been less during period of estimated discharges in September. |
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C - From rating curve extended above 2,200 ft3/s, gage height, 14.45 ft. |
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Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |