LOCATION.-- Lat 38°43'00", long 89°49'45" (NAD of 1927), in SE1/4SW1/4 sec.12, T.3 N., R.7 W., Madison County, Hydrologic Unit 07140204, on right bank at upstream side of bridge on U.S. Highway 40, 0.2 mi upstream from railroad bridge, 1.9 mi upstream from East Fork Silver Creek, 1.9 mi southeast of Troy, and at mile 44.6. |
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DRAINAGE AREA.-- 154 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: October 1966 to current year. |
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STAGE: Water years 1994 to current year. |
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SURFACE-WATER QUALITY |
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CHEMICAL: Water years 1978-91. |
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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 438.91 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, 10,600 ft3/s, April 12, 1979, gage height, 17.52 ft; maximum gage height, 17.94 ft, May 17, 1990, discharge, 9,170 ft3/s; no flow for several days in 1967-68, 1973, 1988. |
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REMARKS FOR CURRENT YEAR.-- Records fair 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 | 2.0 | 3.5 | 23 | 98 | e23 | 53 | 177 | 129 | 693 | 4.5 | 178 | 7.8 |
2 | 1.9 | 5.0 | 20 | 68 | e34 | 50 | 97 | 183 | 287 | 4.4 | 53 | 4.5 |
3 | 1.9 | 4.6 | 19 | 61 | e60 | 47 | 70 | 120 | 142 | 20 | 26 | 3.5 |
4 | 1.9 | 4.6 | 21 | 948 | e54 | 204 | 58 | 59 | 112 | 112 | 16 | e2.8 |
5 | 1.9 | 5.0 | 22 | 2350 | e48 | 610 | 51 | 44 | 95 | 99 | 14 | e2.3 |
6 | 1.9 | 9.7 | 22 | 2950 | e44 | 1250 | 46 | 36 | 79 | 118 | 6.4 | e2.0 |
7 | 1.8 | 8.8 | 22 | 1260 | e40 | 987 | 44 | 29 | 60 | 278 | 4.3 | e2.2 |
8 | 1.8 | 6.6 | 21 | 359 | e38 | 251 | 42 | 20 | 59 | 114 | 3.9 | e2.1 |
9 | 2.3 | e5.5 | 18 | 113 | e40 | 86 | 35 | 15 | 46 | 51 | 4.2 | e1.9 |
10 | 3.4 | e5.0 | 20 | 80 | e62 | 64 | 30 | 9.6 | 45 | 23 | 3.5 | e1.8 |
11 | 2.5 | e4.6 | 22 | 66 | e150 | 56 | 31 | 11 | 42 | 12 | 2.8 | e1.8 |
12 | 2.4 | e4.3 | 24 | 63 | 266 | 50 | 29 | 5.4 | 36 | 8.2 | 2.4 | e1.7 |
13 | 2.3 | e4.0 | 22 | 59 | 184 | 46 | 26 | 42 | 26 | 13 | 2.5 | e1.7 |
14 | 5.4 | e3.8 | 21 | 54 | 83 | 45 | 21 | 674 | 21 | 11 | 2.3 | e1.8 |
15 | 4.1 | e5.0 | 20 | 52 | 76 | 43 | 18 | 1120 | 20 | 5.0 | 2.3 | e2.0 |
16 | 2.9 | e4.5 | 23 | 48 | 87 | 42 | 17 | 2250 | 22 | 3.8 | 2.3 | e2.5 |
17 | 17 | e6.0 | 23 | 140 | 64 | 42 | 14 | 1350 | 22 | 3.7 | 2.3 | e2.4 |
18 | 7.3 | 1590 | 24 | 490 | 65 | 41 | 12 | 266 | 115 | 3.3 | 2.3 | e2.0 |
19 | 4.1 | 3220 | 22 | 551 | 119 | 38 | 11 | 347 | 191 | 3.1 | 2.3 | e1.9 |
20 | 3.5 | 2480 | 19 | 252 | 210 | 36 | 9.5 | 555 | 60 | 2.8 | 4.1 | e1.8 |
21 | 3.0 | 1090 | 18 | e80 | 222 | 34 | 10 | 266 | 39 | 2.8 | 2.7 | e1.9 |
22 | 3.2 | 266 | 18 | e60 | 143 | 32 | 9.4 | 83 | 29 | 3.0 | 2.5 | e1.9 |
23 | 3.9 | 87 | 86 | e50 | 96 | 28 | 12 | 54 | 19 | 2.7 | 2.7 | e2.5 |
24 | 3.5 | 160 | 255 | e43 | 169 | 27 | 13 | 42 | 15 | 2.6 | 12 | e2.4 |
25 | 3.5 | 197 | 135 | e40 | 223 | 28 | 20 | 217 | 13 | 5.4 | 34 | e2.1 |
26 | 3.5 | 83 | 70 | e43 | 108 | 159 | 19 | 661 | 9.4 | 3.5 | 157 | e1.9 |
27 | 3.4 | 53 | 53 | e37 | 75 | 468 | 20 | 1780 | 7.6 | 2.9 | 186 | e1.8 |
28 | 3.7 | 41 | 49 | e32 | 63 | 617 | 13 | 4430 | 6.4 | 2.9 | 66 | e1.8 |
29 | 3.9 | 32 | 320 | e29 | 55 | 690 | 10 | 4200 | 5.3 | 2.7 | 207 | e1.7 |
30 | 3.6 | 27 | 485 | e27 | --- | 738 | 13 | 2440 | 4.8 | 375 | 90 | e1.7 |
31 | 3.7 | --- | 313 | e25 | --- | 538 | --- | 1160 | --- | 494 | 22 | --- |
TOTAL | 111.2 | 9416.5 | 2230 | 10528 | 2901 | 7400 | 977.9 | 22598.0 | 2321.5 | 1787.3 | 1116.8 | 70.2 |
MEAN | 3.59 | 314 | 71.9 | 340 | 100 | 239 | 32.6 | 729 | 77.4 | 57.7 | 36.0 | 2.34 |
MAX | 17 | 3220 | 485 | 2950 | 266 | 1250 | 177 | 4430 | 693 | 494 | 207 | 7.8 |
MIN | 1.8 | 3.5 | 18 | 25 | 23 | 27 | 9.4 | 5.4 | 4.8 | 2.6 | 2.3 | 1.7 |
CFSM | 0.02 | 2.04 | 0.47 | 2.21 | 0.65 | 1.55 | 0.21 | 4.73 | 0.50 | 0.37 | 0.23 | 0.02 |
IN. | 0.03 | 2.27 | 0.54 | 2.54 | 0.70 | 1.79 | 0.24 | 5.46 | 0.56 | 0.43 | 0.27 | 0.02 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1967 - 2004, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 26.9 | 91.6 | 157 | 142 | 203 | 220 | 228 | 180 | 113 | 71.3 | 31.9 | 25.1 |
MAX | 165 | 509 | 902 | 562 | 646 | 927 | 738 | 957 | 501 | 570 | 296 | 408 |
(WY) | 1987 | 1985 | 1983 | 1974 | 1982 | 1978 | 1994 | 2002 | 1998 | 1969 | 1998 | 1993 |
MIN | 0.23 | 0.34 | 0.42 | 0.31 | 9.25 | 6.74 | 13.4 | 5.26 | 0.91 | 1.44 | 0.75 | 0.09 |
(WY) | 1972 | 1972 | 1977 | 1977 | 1978 | 1981 | 2000 | 1977 | 1988 | 1984 | 1971 | 1988 |
SUMMARY STATISTICS | FOR 2003 CALENDAR YEAR | FOR 2004 WATER YEAR | WATER YEARS 1967 - 2004 | |||
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ANNUAL TOTAL | 36495.9 | 61458.4 | ||||
ANNUAL MEAN | 100 | 168 | 124 | |||
HIGHEST ANNUAL MEAN | 244 | 1983 | ||||
LOWEST ANNUAL MEAN | 23.1 | 1980 | ||||
HIGHEST DAILY MEAN | 3220 | Nov 19 | 4430 | May 28 | 7740 | Apr 12 1979 |
LOWEST DAILY MEAN | 1.8 | Oct 7, 8 | 1.7 A | Sep 12,13,29,30 | 0.00 | B |
ANNUAL SEVEN-DAY MINIMUM | 1.9 | Oct 2 | 1.8 | Sep 9 | 0.00 | Sep 29 1968 |
MAXIMUM PEAK FLOW | 4680 | May 28 | 10600 C | Apr 12 1979 | ||
MAXIMUM PEAK STAGE | 15.90 | May 28 | 17.94 D | May 17 1990 | ||
INSTANTANEOUS LOW FLOW | 1.5 | Oct 7 | ||||
ANNUAL RUNOFF (CFSM) | 0.649 | 1.09 | 0.803 | |||
ANNUAL RUNOFF (INCHES) | 8.82 | 14.85 | 10.91 | |||
10 PERCENT EXCEEDS | 183 | 315 | 300 | |||
50 PERCENT EXCEEDS | 19 | 26 | 16 | |||
90 PERCENT EXCEEDS | 2.6 | 2.3 | 0.88 |
A - Estimated, but may have been less during periods of estimated discharges in September. |
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Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |