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 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 | 4.9 | 5.7 | 14 | 66 | e35 | 90 | 182 | 88 | 752 | 68 | 19 | 17 |
2 | 4.8 | 7.1 | 13 | 65 | e36 | 85 | 163 | 86 | 475 | 69 | 18 | 14 |
3 | 4.9 | 38 | 12 | 66 | e37 | 74 | 148 | 107 | 398 | 83 | 18 | 13 |
4 | 4.8 | 51 | 12 | 63 | e39 | 73 | 136 | 163 | 332 | 73 | 36 | 11 |
5 | 4.9 | 35 | 13 | 56 | e43 | 290 | 125 | 148 | 292 | 67 | 31 | 10 |
6 | 5.1 | 42 | 14 | 57 | e50 | 330 | 119 | 128 | 263 | 98 | 21 | 9.4 |
7 | 4.8 | 43 | 14 | e62 | e46 | 233 | 113 | 120 | 242 | 77 | 18 | 8.5 |
8 | 4.6 | 25 | 14 | e70 | e42 | 182 | 107 | 160 | 215 | 63 | 15 | 7.7 |
9 | 4.6 | 17 | 17 | e64 | e37 | 152 | 98 | 159 | 193 | 57 | 13 | 7.4 |
10 | 6.5 | 14 | e348 | e60 | e35 | 132 | 90 | 138 | 206 | 76 | 12 | 7.2 |
11 | 5.5 | 13 | e772 | e58 | e33 | 118 | 85 | 185 | 370 | 65 | 11 | 6.9 |
12 | 4.3 | 12 | e437 | e56 | e31 | 105 | 82 | 156 | 269 | 65 | 10 | 6.6 |
13 | 4.6 | 9.0 | 255 | e54 | e30 | 97 | 79 | 150 | 214 | 59 | 9.6 | 6.4 |
14 | 7.2 | 8.8 | 202 | e52 | e29 | 101 | 77 | 164 | 202 | 51 | 9.1 | 6.4 |
15 | 11 | 8.6 | 171 | e50 | e28 | 95 | 75 | 170 | 196 | 45 | 8.7 | 11 |
16 | 6.9 | 9.2 | 154 | e48 | e28 | 95 | 72 | 170 | 168 | 41 | 8.0 | 151 |
17 | 5.3 | 9.2 | 145 | e50 | e27 | 100 | 68 | 156 | 153 | 49 | 7.6 | 58 |
18 | 5.6 | 14 | 124 | e54 | e27 | 124 | 65 | 177 | 142 | 44 | 13 | 27 |
19 | 5.5 | 43 | 115 | e58 | e27 | 127 | 62 | 270 | 131 | 37 | 34 | 20 |
20 | 5.5 | 61 | 148 | e56 | e70 | 114 | 64 | 230 | 122 | 34 | 20 | 15 |
21 | 5.2 | 41 | 142 | e52 | e200 | 102 | 113 | 299 | 120 | 32 | 16 | 12 |
22 | 5.0 | 32 | 122 | e49 | e170 | 93 | 105 | 316 | 118 | 47 | 13 | 10 |
23 | 5.0 | 27 | 95 | e47 | e150 | 91 | 83 | 510 | 108 | 47 | 12 | 9.5 |
24 | 5.1 | 24 | 94 | e45 | e170 | 95 | 76 | 364 | 98 | 37 | 12 | 8.7 |
25 | 5.6 | 21 | 96 | e44 | e140 | 96 | 91 | 348 | 93 | 33 | 23 | 8.2 |
26 | 5.5 | 20 | 83 | e43 | e110 | 156 | 90 | 385 | 88 | 30 | 37 | 7.8 |
27 | 6.2 | 18 | 86 | e46 | e92 | 254 | 79 | 312 | 83 | 27 | 29 | 7.4 |
28 | 6.2 | 16 | 80 | e50 | e88 | 207 | 75 | 264 | 81 | 25 | 39 | 7.5 |
29 | 5.3 | 14 | 80 | e43 | e82 | 232 | 72 | 229 | 77 | 23 | 57 | 7.3 |
30 | 6.4 | 15 | 74 | e39 | --- | 217 | 79 | 1020 | 71 | 21 | 34 | 6.8 |
31 | 5.8 | --- | 70 | e37 | --- | 197 | --- | 1320 | --- | 20 | 22 | --- |
TOTAL | 172.6 | 693.6 | 4016 | 1660 | 1932 | 4457 | 2873 | 8492 | 6272 | 1563 | 626.0 | 498.7 |
MEAN | 5.57 | 23.1 | 130 | 53.5 | 66.6 | 144 | 95.8 | 274 | 209 | 50.4 | 20.2 | 16.6 |
MAX | 11 | 61 | 772 | 70 | 200 | 330 | 182 | 1320 | 752 | 98 | 57 | 151 |
MIN | 4.3 | 5.7 | 12 | 37 | 27 | 73 | 62 | 86 | 71 | 20 | 7.6 | 6.4 |
CFSM | 0.03 | 0.13 | 0.74 | 0.31 | 0.38 | 0.83 | 0.55 | 1.57 | 1.20 | 0.29 | 0.12 | 0.10 |
IN. | 0.04 | 0.15 | 0.86 | 0.35 | 0.41 | 0.95 | 0.61 | 1.82 | 1.34 | 0.33 | 0.13 | 0.11 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1935 - 2004, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 55.2 | 65.7 | 72.9 | 89.9 | 161 | 178 | 199 | 202 | 188 | 122 | 64.5 | 53.1 |
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 2003 CALENDAR YEAR | FOR 2004 WATER YEAR | WATER YEARS 1935 - 2004 | |||
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ANNUAL TOTAL | 35189.7 | 33255.9 | ||||
ANNUAL MEAN | 96.4 | 90.9 | 122 | |||
HIGHEST ANNUAL MEAN | 399 | 1993 | ||||
LOWEST ANNUAL MEAN | 25.8 | 1940 | ||||
HIGHEST DAILY MEAN | 4870 | May 1 | 1320 | May 31 | 7030 | Oct 18 1998 |
LOWEST DAILY MEAN | 4.3 | Oct 12 | 4.3 | Oct 12 | 0.53 | Aug 6 1989 |
ANNUAL SEVEN-DAY MINIMUM | 4.8 | Oct 3 | 4.8 | Oct 3 | 0.78 | Aug 1 1989 |
MAXIMUM PEAK FLOW | 2180 | May 30 | 8900 A | Apr 22 1973 | ||
MAXIMUM PEAK STAGE | 26.87 | May 30 | 29.25 B | Feb 9 2001 | ||
INSTANTANEOUS LOW FLOW | 4.0 | Oct 12,13 | ||||
ANNUAL RUNOFF (CFSM) | 0.554 | 0.522 | 0.702 | |||
ANNUAL RUNOFF (INCHES) | 7.52 | 7.11 | 9.54 | |||
10 PERCENT EXCEEDS | 157 | 203 | 267 | |||
50 PERCENT EXCEEDS | 20 | 56 | 48 | |||
90 PERCENT EXCEEDS | 5.9 | 7.2 | 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 |