LOCATION.-- Lat 41°07'44", long 90°55'09" (NAD of 1927), in SE1/4SE1/4 sec.11, T.13 N., R.5 W., Mercer County, Hydrologic Unit 07080104, on right bank at downstream side of bridge on County Road 900 E, 1.8 mi northeast of Keithsburg, and at mile 3.0. |
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DRAINAGE AREA.-- 174 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: October 1934 to September 1986. Monthly discharge only for some periods, published in WSP 1308. Seven-month period (March to September), water years 1987-90. October 1990 to September 1996. October 1997 to current year. |
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STAGE: Water years 1994-1996;1998 to current year. |
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REVISED RECORDS.-- WSP 1508: 1935-37(M), 1938, 1939-43(M). WDR IL-81-1: Drainage area. |
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GAGE.-- Water-stage recorder, U.S. Army Corps of Engineers satellite telemeter, and crest-stage gage. Datum of gage is 524.07 ft above NGVD of 1929 (levels by U.S. Army Corps of Engineers). Prior to Aug. 1, 1975, nonrecording gage and crest-stage gage at site 1,000 ft upstream at same datum. Aug. 1, 1975 to Aug. 24, 1981, water-stage recorder at site 500 ft downstream at same datum. |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 8,900 ft3/s, Apr. 22, 1973, gage height, 27.88 ft, from graph based on gage readings at site 1,000 ft upstream at same datum; maximum gage height, 29.25 ft, Feb. 9, 2001, estimated discharge, 3,250 ft3/s, ice jam; minimum daily discharge, 0.53 ft3/s, Aug. 6, 1989. |
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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 2002 TO SEPTEMBER 2003 DAILY MEAN VALUES |
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DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
1 | 16 | 22 | 17 | 17 | 12 | e13 | 21 | 4870 | 112 | 86 | 29 | 9.6 |
2 | 26 | 21 | 23 | 21 | 13 | e12 | 18 | 2440 | 103 | 81 | 32 | 9.6 |
3 | 21 | 20 | 18 | 17 | 16 | e12 | 17 | 771 | 104 | 78 | 27 | 9.4 |
4 | 105 | 21 | 19 | 17 | 14 | e13 | 19 | 683 | 104 | 74 | 28 | 7.1 |
5 | 126 | 20 | 17 | 20 | e12 | e14 | 20 | 1800 | 96 | 70 | 25 | 6.2 |
6 | 44 | 20 | 16 | 18 | e11 | e12 | 17 | 1130 | 105 | 66 | 24 | 6.0 |
7 | 30 | 20 | 17 | 16 | e10 | e12 | 21 | 608 | 115 | 65 | 21 | 5.4 |
8 | 25 | 20 | 16 | 20 | e9.4 | e12 | 25 | 487 | 111 | 83 | 19 | 5.0 |
9 | 23 | 20 | 15 | 19 | e9.0 | e14 | 25 | 1490 | 104 | 115 | 17 | 4.9 |
10 | 22 | 20 | 16 | 13 | e8.6 | e13 | 23 | 1320 | 123 | 114 | 16 | 4.7 |
11 | 20 | 19 | 16 | 25 | e8.3 | 12 | 21 | 830 | 119 | 89 | 15 | 4.5 |
12 | 19 | 19 | 17 | 13 | e8.2 | 50 | 19 | 559 | 112 | 72 | 14 | 5.1 |
13 | 18 | 18 | 19 | 12 | e8.1 | 237 | 17 | 440 | 102 | 63 | 14 | 15 |
14 | 17 | 18 | 20 | 12 | e8.0 | 274 | 16 | 382 | 94 | 58 | 14 | 25 |
15 | 18 | e18 | 21 | 11 | e8.0 | 169 | 15 | 355 | 87 | 54 | 13 | 22 |
16 | 17 | e18 | 20 | 11 | e8.0 | 144 | 13 | 321 | 80 | 51 | 12 | 13 |
17 | 17 | e18 | 21 | 11 | e8.2 | 130 | 26 | 288 | 75 | 48 | 11 | 7.7 |
18 | 18 | 18 | 31 | 9.8 | e8.7 | 94 | 54 | 262 | 72 | 46 | 10 | 6.2 |
19 | 17 | 18 | 52 | 9.4 | e9.5 | 66 | 47 | 242 | 69 | 44 | 9.5 | 6.8 |
20 | 16 | 18 | 46 | 9.5 | e11 | 54 | 56 | 224 | 64 | 43 | 8.9 | 6.9 |
21 | 16 | 17 | 34 | 9.5 | e15 | 45 | 59 | 207 | 61 | 145 | 8.1 | 6.2 |
22 | 15 | 17 | 26 | 9.5 | e22 | 37 | 48 | 190 | 59 | 57 | 7.4 | 7.9 |
23 | 15 | 17 | 18 | e8.5 | e38 | 31 | 40 | 181 | 57 | 49 | 6.9 | 7.4 |
24 | 18 | 16 | 22 | e7.5 | e34 | 26 | 36 | 171 | 55 | 41 | 6.6 | 9.8 |
25 | 25 | 16 | 20 | 6.6 | e25 | 25 | 41 | 161 | 129 | 38 | 6.4 | 7.0 |
26 | 28 | 16 | 17 | 6.8 | e18 | 23 | 38 | 150 | 219 | 35 | 6.4 | 6.7 |
27 | 24 | 15 | 17 | 7.3 | e15 | 20 | 32 | 138 | 140 | 33 | 5.9 | 7.1 |
28 | 21 | 20 | 18 | 7.3 | e14 | 27 | 31 | 134 | 118 | 35 | 5.7 | 6.5 |
29 | 20 | 21 | 19 | 7.4 | --- | 36 | 36 | 132 | 104 | 33 | 5.7 | 5.4 |
30 | 20 | 20 | 22 | 7.9 | --- | 29 | 198 | 129 | 94 | 31 | 5.5 | 5.0 |
31 | 22 | --- | 21 | 8.8 | --- | 24 | --- | 120 | --- | 29 | 6.6 | --- |
TOTAL | 839 | 561 | 671 | 388.8 | 382.0 | 1680 | 1049 | 21215 | 2987 | 1926 | 430.6 | 249.1 |
MEAN | 27.1 | 18.7 | 21.6 | 12.5 | 13.6 | 54.2 | 35.0 | 684 | 99.6 | 62.1 | 13.9 | 8.30 |
MAX | 126 | 22 | 52 | 25 | 38 | 274 | 198 | 4870 | 219 | 145 | 32 | 25 |
MIN | 15 | 15 | 15 | 6.6 | 8.0 | 12 | 13 | 120 | 55 | 29 | 5.5 | 4.5 |
CFSM | 0.16 | 0.11 | 0.12 | 0.07 | 0.08 | 0.31 | 0.20 | 3.93 | 0.57 | 0.36 | 0.08 | 0.05 |
IN. | 0.18 | 0.12 | 0.14 | 0.08 | 0.08 | 0.36 | 0.22 | 4.54 | 0.64 | 0.41 | 0.09 | 0.05 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1935 - 2003, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 55.9 | 66.3 | 72.0 | 90.4 | 163 | 179 | 200 | 201 | 188 | 123 | 65.2 | 53.6 |
MAX | 698 | 520 | 576 | 461 | 843 | 640 | 822 | 717 | 1020 | 1303 | 693 | 471 |
(WY) | 1999 | 1999 | 1983 | 1974 | 2001 | 1993 | 1973 | 1996 | 1990 | 1982 | 1993 | 1980 |
MIN | 2.40 | 2.96 | 2.63 | 2.74 | 5.29 | 19.1 | 11.4 | 7.68 | 10.9 | 1.24 | 2.75 | 1.82 |
(WY) | 1964 | 1957 | 1965 | 1977 | 1964 | 1956 | 1956 | 1989 | 1936 | 1989 | 1989 | 1988 |
SUMMARY STATISTICS | FOR 2002 CALENDAR YEAR | FOR 2003 WATER YEAR | WATER YEARS 1935 - 2003 | |||
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ANNUAL TOTAL | 62275 | 32378.5 | ||||
ANNUAL MEAN | 171 | 88.7 | 123 | |||
HIGHEST ANNUAL MEAN | 399 | 1993 | ||||
LOWEST ANNUAL MEAN | 25.8 | 1940 | ||||
HIGHEST DAILY MEAN | 4420 | May 12 | 4870 | May 1 | 7030 | Oct 18 1998 |
LOWEST DAILY MEAN | 14 | Sep 29, 30 | 4.5 | Sep 11 | 0.53 | Aug 6 1989 |
ANNUAL SEVEN-DAY MINIMUM | 15 | Sep 25 | 5.1 | Sep 6 | 0.78 | Aug 1 1989 |
MAXIMUM PEAK FLOW | 5380 | May 1 | 8900 A | Apr 22 1973 | ||
MAXIMUM PEAK STAGE | 29.11 | May 1 | 29.25 B | Feb 9 2001 | ||
INSTANTANEOUS LOW FLOW | 4.0 | Sep 12 | ||||
ANNUAL RUNOFF (CFSM) | 0.98 | 0.51 | 0.70 | |||
ANNUAL RUNOFF (INCHES) | 13.31 | 6.92 | 9.58 | |||
10 PERCENT EXCEEDS | 356 | 133 | 269 | |||
50 PERCENT EXCEEDS | 59 | 20 | 47 | |||
90 PERCENT EXCEEDS | 18 | 7.6 | 7.0 |
A - Gage height, 27.88 ft., from graph based on gage readings at site 1,000 ft. upstream at same datum. |
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Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |