LOCATION.-- Lat 41°40'18", long 88°26'29" (NAD of 1983), in SE1/4NW1/4 sec.21, T.37 N., R.7 E., Kendall County, Hydrologic Unit 07120007, on right bank 300 ft upstream from bridge on State Highway 47, 2.0 mi north of Yorkville, and at mile 3.3. |
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DRAINAGE AREA.-- 70.2 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: October 1960 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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BIOLOGICAL |
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ALGAE: Water year 1990. |
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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 612.34 ft above NGVD of 1929 (612.10 ft NAVD 1988). |
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REMARKS.-- Diversion about 7 miles upstream near Jericho Rd. that crosses the watershed divide during overbank flow. |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE -WATER DISCHARGE AND STAGE: Maximum discharge, 5,510 ft3/s, from rating curve extended above 3,900 ft3/s, July 18, 1996, gage height, 13.16 ft, backwater from debris jam; minimum, 0.10 ft3/s, Dec. 7, 1962, result of freeze up. |
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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 2004 TO SEPTEMBER 2005 DAILY MEAN VALUES |
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DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
1 | 7.3 | 18 | 50 | 21 | e26 | 92 | 57 | 28 | 13 | 3.6 | 2.7 | 0.82 |
2 | 8.3 | 36 | 44 | 27 | e26 | 83 | 58 | 28 | 13 | 3.1 | 3.3 | 0.66 |
3 | 8.4 | 35 | 40 | 36 | 28 | 73 | 60 | 29 | 13 | 3.1 | 2.8 | 0.50 |
4 | 7.9 | 35 | 35 | 43 | 28 | 67 | 55 | 27 | 14 | 3.7 | 2.1 | 0.62 |
5 | 7.3 | 32 | 33 | 44 | 33 | 64 | 51 | 27 | 15 | 3.8 | 1.9 | 0.83 |
6 | 6.5 | 28 | 35 | 39 | 46 | 59 | 48 | 26 | 13 | 3.4 | 1.6 | 0.65 |
7 | 8.3 | 25 | 72 | 35 | 77 | 61 | 46 | 26 | 12 | 3.4 | 1.5 | 0.44 |
8 | 14 | 25 | 122 | e32 | 120 | 64 | 44 | 26 | 11 | 2.8 | 1.3 | 0.61 |
9 | 22 | 18 | 97 | 28 | 103 | 62 | 40 | 24 | 11 | 2.7 | 1.3 | 0.55 |
10 | 18 | 16 | 74 | 26 | 82 | 57 | 39 | 25 | 11 | 2.2 | 1.0 | 0.43 |
11 | 15 | 15 | 58 | 27 | 68 | 55 | 37 | 28 | 10 | 2.2 | 1.6 | 0.67 |
12 | 12 | 15 | 43 | 48 | 61 | 52 | 43 | 31 | 10 | 2.4 | 1.5 | 0.47 |
13 | 13 | 13 | 36 | 238 | 62 | 49 | 59 | 30 | 12 | 2.2 | 1.7 | 0.32 |
14 | 12 | 12 | 29 | 363 | 163 | 46 | 60 | 29 | 11 | 2.1 | 2.2 | 0.50 |
15 | 15 | 12 | e23 | 249 | 257 | 44 | 50 | 26 | 9.9 | 1.7 | 2.1 | 0.51 |
16 | 14 | 12 | e23 | 150 | 208 | 45 | 45 | 23 | 8.7 | 1.5 | 2.2 | 0.66 |
17 | 15 | 13 | e22 | 113 | 154 | 46 | 44 | 22 | 7.3 | 1.6 | 1.9 | 0.49 |
18 | 14 | 13 | e20 | 98 | 115 | 45 | 42 | 20 | 6.1 | 1.5 | 2.1 | 0.96 |
19 | 13 | 19 | 18 | 86 | 88 | 45 | 38 | 33 | 5.9 | 1.4 | 1.7 | 1.1 |
20 | 11 | 21 | e18 | 67 | 79 | 45 | 38 | 67 | 6.0 | 1.5 | 1.8 | 0.82 |
21 | 12 | 19 | e17 | 55 | 84 | 44 | 34 | 61 | 5.4 | 1.6 | 4.7 | 0.55 |
22 | 11 | 17 | e17 | 51 | e78 | 43 | 36 | 45 | 5.0 | 2.3 | 3.7 | 0.53 |
23 | 26 | 17 | e17 | e46 | e70 | 43 | 43 | 35 | 4.7 | 2.7 | 2.0 | 0.78 |
24 | 38 | 19 | e16 | e42 | e62 | 42 | 40 | 30 | 4.3 | 2.1 | 1.2 | 1.1 |
25 | 26 | 19 | e16 | e38 | 59 | 49 | 38 | 24 | 3.7 | 3.2 | 1.3 | 1.1 |
26 | 19 | 18 | e16 | e34 | 55 | 59 | 37 | 20 | 3.9 | 7.3 | 1.3 | 1.0 |
27 | 17 | 28 | e16 | e31 | 50 | 56 | 34 | 17 | 3.3 | 9.1 | 1.0 | 0.87 |
28 | 14 | 77 | e16 | e29 | 73 | 52 | 30 | 15 | 3.3 | 5.8 | 0.93 | 1.0 |
29 | 12 | 68 | e16 | e28 | --- | 50 | 30 | 15 | 2.9 | 4.1 | 0.73 | 0.94 |
30 | 13 | 53 | e16 | e27 | --- | 49 | 28 | 15 | 4.3 | 3.2 | 0.86 | 0.93 |
31 | 16 | --- | e18 | e26 | --- | 60 | --- | 14 | --- | 2.6 | 0.77 | --- |
TOTAL | 446.0 | 748 | 1073 | 2177 | 2355 | 1701 | 1304 | 866 | 253.7 | 93.9 | 56.79 | 21.41 |
MEAN | 14.4 | 24.9 | 34.6 | 70.2 | 84.1 | 54.9 | 43.5 | 27.9 | 8.46 | 3.03 | 1.83 | 0.71 |
MAX | 38 | 77 | 122 | 363 | 257 | 92 | 60 | 67 | 15 | 9.1 | 4.7 | 1.1 |
MIN | 6.5 | 12 | 16 | 21 | 26 | 42 | 28 | 14 | 2.9 | 1.4 | 0.73 | 0.32 |
CFSM | 0.20 | 0.36 | 0.49 | 1.00 | 1.20 | 0.78 | 0.62 | 0.40 | 0.12 | 0.04 | 0.03 | 0.01 |
IN. | 0.24 | 0.40 | 0.57 | 1.15 | 1.25 | 0.90 | 0.69 | 0.46 | 0.13 | 0.05 | 0.03 | 0.01 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1961 - 2005, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 30.3 | 41.4 | 45.5 | 43.4 | 61.5 | 83.9 | 86.0 | 76.4 | 66.7 | 44.8 | 27.7 | 29.9 |
MAX | 126 | 175 | 217 | 146 | 202 | 360 | 249 | 221 | 248 | 381 | 172 | 131 |
(WY) | 1973 | 1986 | 1983 | 1993 | 1997 | 1979 | 1979 | 1974 | 2004 | 1996 | 1987 | 1987 |
MIN | 5.42 | 7.44 | 4.16 | 4.25 | 5.46 | 18.1 | 27.2 | 16.7 | 8.46 | 3.03 | 1.83 | 0.71 |
(WY) | 1964 | 1964 | 1964 | 1977 | 1963 | 2003 | 1963 | 1989 | 2005 | 2005 | 2005 | 2005 |
SUMMARY STATISTICS | FOR 2004 CALENDAR YEAR | FOR 2005 WATER YEAR | WATER YEARS 1961 - 2005 | |||
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ANNUAL TOTAL | 19093.6 | 11095.80 | ||||
ANNUAL MEAN | 52.2 | 30.4 | 53.0 | |||
HIGHEST ANNUAL MEAN | 97.8 | 1993 | ||||
LOWEST ANNUAL MEAN | 16.7 | 1977 | ||||
HIGHEST DAILY MEAN | 1030 | Jun 13 | 363 | Jan 14 | 3460 | Jul 19 1996 |
LOWEST DAILY MEAN | 6.5 | Oct 6 | 0.32 | Sep 13 | 0.32 | Sep 13 2005 |
ANNUAL SEVEN-DAY MINIMUM | 7.7 | Sep 30 | 0.49 | Sep 9 | 0.49 | Sep 9 2005 |
MAXIMUM PEAK FLOW | 403 | Jan 14 | 5510 A | Jul 18 1996 | ||
MAXIMUM PEAK STAGE | 5.96 | Jan 14 | 13.16 B | Jul 18 1996 | ||
INSTANTANEOUS LOW FLOW | 0.12 | Sep 13 | 0.10 C | Dec 7 1962 | ||
ANNUAL RUNOFF (CFSM) | 0.743 | 0.433 | 0.755 | |||
ANNUAL RUNOFF (INCHES) | 10.12 | 5.88 | 10.26 | |||
10 PERCENT EXCEEDS | 98 | 64 | 109 | |||
50 PERCENT EXCEEDS | 23 | 19 | 30 | |||
90 PERCENT EXCEEDS | 12 | 1.2 | 9.7 |
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |