LOCATION.-- Lat 41°44'27", long 88°23'00" (NAD of 1927), in NW1/4SE1/4 sec.25, T.38 N., R.7 E., Kane County, Hydrologic Unit 07120007, on right bank at bridge on Jericho Rd., 1.0 mi west of Montgomery, and at mile 13.0. |
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DRAINAGE AREA.-- 55.0 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: June 1998 to current year. |
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STAGE: Water years 1998-2002. |
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PRECIPITATION: October 1999 to current year. |
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GAGE.-- Water-stage recorder, phone telemeter, unheated tipping-bucket rain gage, and crest-stage gage. Datum of gage is 654.00 ft above NGVD of 1929. |
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REMARKS.-- Collection, computation, and publication of precipitation data do not necessarily conform to standards used by the National Weather Service. Precipitation data could be subject to error for days with freezing and/or thawing of precipitation. |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 1,040 ft3/s, Apr. 23, 1999, gage height, 8.61 ft; minimum, 2.9 ft3/s, Sept. 27, 1999. |
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PRECIPITATION: Maximum daily total, 2.62 in, October 13, 2001. |
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EXTREMES OUTSIDE PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum measured, 1,170 ft3/s, Feb. 22, 1997, gage height unknown. |
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REMARKS FOR CURRENT YEAR.-- Records good except those for Jan. 9 to Aug. 13, which are fair, and estimated daily discharges, which are poor. |
DISCHARGE, in CFS, WATER YEAR OCTOBER 2001 TO SEPTEMBER 2002 DAILY MEAN VALUES |
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DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
1 | 19 | 50 | 47 | e21 | 24 | 37 | 42 | 69 | 55 | 26 | 13 | 10 |
2 | 18 | 47 | 42 | e21 | 24 | e36 | 45 | 65 | 53 | 25 | 12 | 10 |
3 | 17 | 42 | 40 | e21 | 23 | e31 | 44 | 59 | 64 | 23 | 9.9 | 11 |
4 | 17 | 39 | 37 | e22 | e22 | e27 | 41 | 54 | 175 | 22 | 11 | 10 |
5 | 57 | 35 | 34 | e22 | e20 | e28 | 39 | 50 | 450 | 21 | 22 | 9.4 |
6 | 51 | 34 | 33 | e21 | 18 | 32 | 36 | 50 | 453 | 20 | 18 | 8.8 |
7 | 39 | 35 | 31 | e21 | 17 | 37 | 39 | 48 | 215 | 19 | 14 | 8.9 |
8 | 31 | 33 | 29 | e21 | 16 | 84 | 72 | 45 | 147 | 23 | 13 | 8.4 |
9 | 27 | 31 | 27 | e23 | 17 | 188 | 193 | 51 | 109 | 34 | 11 | 7.6 |
10 | 26 | 30 | 26 | e24 | 32 | 179 | 166 | 48 | 104 | 56 | 10 | 7.4 |
11 | 27 | 28 | 25 | e24 | 46 | 130 | 120 | 71 | 91 | 40 | 9.4 | 7.2 |
12 | 41 | 27 | 25 | 23 | 43 | 104 | 96 | 291 | 78 | 31 | 9.1 | 7.0 |
13 | 113 | 26 | 47 | 22 | 44 | 89 | 80 | 357 | 71 | 26 | 13 | 7.0 |
14 | 368 | 30 | 51 | 22 | 39 | 78 | 70 | 239 | 65 | 24 | 124 | 7.3 |
15 | 253 | 34 | 48 | 22 | 37 | 70 | 63 | 177 | 59 | 22 | 83 | 7.2 |
16 | 146 | 31 | 42 | 22 | 34 | 62 | 57 | 167 | 53 | 19 | 46 | 6.7 |
17 | 103 | 28 | 44 | 24 | 31 | 58 | 53 | 223 | 53 | 19 | 31 | 6.5 |
18 | 79 | 27 | 47 | 22 | 28 | 54 | 50 | 179 | 54 | 18 | 24 | 8.1 |
19 | 66 | 29 | 66 | 22 | 32 | 50 | 48 | 141 | 47 | 20 | 20 | 9.3 |
20 | 58 | 28 | 56 | 20 | 87 | 49 | 72 | 118 | 44 | 18 | 16 | 14 |
21 | 52 | 27 | 45 | 21 | 111 | 46 | 71 | 104 | 41 | 16 | 14 | 13 |
22 | 47 | 25 | 45 | 19 | 85 | 40 | 80 | 92 | 38 | 15 | 48 | 14 |
23 | 133 | 26 | 46 | 21 | 67 | 40 | 69 | 85 | 37 | 14 | 98 | 14 |
24 | 179 | 29 | 42 | 23 | 58 | 40 | 64 | 80 | 35 | 13 | 64 | 13 |
25 | 217 | 41 | e38 | 22 | 53 | 36 | 63 | 78 | 33 | 12 | 43 | 11 |
26 | 139 | 41 | e34 | 21 | 47 | 36 | 57 | 74 | 34 | 12 | 31 | 10 |
27 | 97 | 38 | e31 | 20 | 43 | 35 | 59 | 69 | 32 | 13 | 24 | 9.9 |
28 | 77 | 34 | e29 | 22 | 40 | 34 | 101 | 64 | 30 | 16 | 20 | 9.6 |
29 | 67 | 32 | e26 | 21 | --- | 40 | 90 | 65 | 28 | 20 | 17 | 8.4 |
30 | 61 | 41 | e24 | 21 | --- | 49 | 77 | 61 | 28 | 18 | 14 | 8.1 |
31 | 56 | --- | e22 | 27 | --- | 44 | --- | 58 | --- | 15 | 12 | --- |
TOTAL | 2681 | 998 | 1179 | 678 | 1138 | 1863 | 2157 | 3332 | 2776 | 670 | 894.4 | 282.8 |
MEAN | 86.48 | 33.27 | 38.03 | 21.87 | 40.64 | 60.10 | 71.90 | 107.5 | 92.53 | 21.61 | 28.85 | 9.427 |
MAX | 368 | 50 | 66 | 27 | 111 | 188 | 193 | 357 | 453 | 56 | 124 | 14 |
MIN | 17 | 25 | 22 | 19 | 16 | 27 | 36 | 45 | 28 | 12 | 9.1 | 6.5 |
CFSM | 1.57 | 0.61 | 0.69 | 0.40 | 0.74 | 1.09 | 1.31 | 1.96 | 1.68 | 0.39 | 0.52 | 0.17 |
IN. | 1.81 | 0.68 | 0.80 | 0.46 | 0.77 | 1.26 | 1.46 | 2.25 | 1.88 | 0.45 | 0.61 | 0.19 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1998 - 2002, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 51.19 | 36.97 | 28.89 | 40.84 | 70.75 | 54.05 | 81.47 | 63.57 | 67.00 | 40.59 | 22.96 | 16.69 |
MAX | 86.5 | 53.2 | 38.1 | 106 | 137 | 72.5 | 156 | 107 | 92.5 | 90.8 | 35.4 | 26.8 |
(WY) | 2002 | 2001 | 1999 | 1999 | 2001 | 2001 | 1999 | 2002 | 2002 | 1998 | 2000 | 2001 |
MIN | 16.6 | 11.5 | 19.4 | 15.2 | 30.3 | 23.9 | 46.6 | 27.6 | 46.1 | 10.6 | 5.80 | 9.43 |
(WY) | 2000 | 2000 | 2001 | 2000 | 2000 | 2000 | 2000 | 2001 | 2001 | 2001 | 2001 | 2002 |
SUMMARY STATISTICS | FOR 2001 CALENDAR YEAR | FOR 2002 WATER YEAR | WATER YEARS 1998 - 2002 | |||
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ANNUAL TOTAL | 16639.9 | 18649.2 | ||||
ANNUAL MEAN | 45.59 | 51.09 | ||||
HIGHEST ANNUAL MEAN | 64.6 | 1999 | ||||
LOWEST ANNUAL MEAN | 30.3 | 2000 | ||||
HIGHEST DAILY MEAN | 500 A | Feb 10 | 453 | Jun 6 | 760 | Apr 24 1999 |
LOWEST DAILY MEAN | 3.4 | Aug 14 | 6.5 | Sep 17 | 3.4 | Aug 14 2001 |
ANNUAL SEVEN-DAY MINIMUM | 4.0 | Aug 9 | 7.0 | Sep 11 | 4.0 | Aug 9 2001 |
MAXIMUM PEAK FLOW | 608 | Jun 6 | 1040 | Apr 23 1999 | ||
MAXIMUM PEAK STAGE | 7.63 | Jun 6 | 8.61 | Apr 23 1999 | ||
INSTANTANEOUS LOW FLOW | 6.1 | Sep 13,17 | 2.9 Sep 27 1999 | |||
ANNUAL RUNOFF (CFSM) | 0.83 | 0.93 | ||||
ANNUAL RUNOFF (INCHES) | 11.26 | 12.62 | ||||
10 PERCENT EXCEEDS | 84 | 99 | ||||
50 PERCENT EXCEEDS | 31 | 35 | ||||
90 PERCENT EXCEEDS | 7.2 | 13 |
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |