Station list
Available data
ILLINOIS RIVER BASIN
05548105 NIPPERSINK CREEK ABOVE WONDER LAKE, IL
LOCATION.-- Lat 42°23'07",long 88°22'09", in NE1/4, NW 1/4, sec. 13, T. 45N., R. 7E., McHenry County, Hydrologic Unit
07120006, on left bank at downstream side of bridge on Thompson Road, at west edge of Wonder Lake and 1.1 miles east of
Greenwook, and at mile 19.7.
DRAINAGE AREA.-- 84.5 mi2.
PERIOD OF RECORD.-- Annual maximum, water years 1965 to 1977. June 1994 to September 1997, October 1998 to September 1999.
GAGE.-- Water-stage recorder and crest-stage gage. Datum of gage is 798.00 ft above sea level. Prior to June 13, 1994, at datum
8.31 ft higher.
REMARKS.-- Records good except those for estimated daily discharges, which are poor. Gage-height telemeter at station.
EXTREMES FOR PERIOD OF RECORD.-- Maximum gage height, 13.95 ft, present datum, June 11, 1967, discharge not
determined; maximum discharge, 3,690 ft3/s, June 13, 1999, gage height, 11.63 ft; minimum discharge, 5.5 ft3/s, Sept. 12, 1995.
EXTREMES OUTSIDE THE PERIOD OF RECORD.-- Maximum stage of 12.26 ft, present datum, occurred between Sept. 30, 1977 and June 13, 1994, from floodmark obtained from crest-stage gage, discharge not determined.
DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1998 TO SEPTEMBER 1999
DAILY MEAN VALUES
|
---|
DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP
|
---|
|
1 | e15 | 31 | 34 | e25 | e110 | 66 | 42 | 115 | 72 | 79 | 26 | 17
|
2 | e16 | 29 | 40 | 24 | e130 | 68 | 41 | 101 | 255 | 74 | 24 | 17
|
3 | e21 | 27 | 36 | e25 | e150 | 76 | 43 | 89 | 158 | 72 | 23 | 16
|
4 | e22 | 30 | 33 | e25 | e130 | 66 | 47 | 82 | 102 | 69 | 22 | 16
|
5 | e25 | 32 | 30 | e25 | e125 | 63 | 51 | 78 | 84 | 62 | 21 | 16
|
|
6 | e37 | 22 | 45 | e25 | e110 | 60 | 57 | 123 | 69 | 58 | 21 | 14
|
7 | e37 | 21 | 110 | e25 | e100 | 60 | 60 | 153 | 62 | 54 | 23 | 14
|
8 | e31 | 22 | 81 | e26 | e92 | 52 | 73 | 138 | 52 | 52 | 25 | 14
|
9 | e29 | 23 | 72 | e26 | e90 | 53 | e80 | 122 | 51 | 52 | 23 | 14
|
10 | e26 | 141 | 54 | e26 | e93 | 52 | e92 | 112 | 57 | 48 | 22 | 14
|
|
11 | e25 | 161 | 46 | e26 | e120 | 52 | e80 | 106 | 145 | 45 | 21 | 14
|
12 | e24 | 84 | 44 | e26 | e160 | 51 | e72 | 188 | 565 | 43 | 25 | 14
|
13 | e23 | 64 | 41 | e26 | e140 | 51 | e66 | 203 | 2060 | 41 | 29 | 15
|
14 | e21 | 59 | 38 | e26 | e120 | 51 | e58 | 183 | 2260 | 39 | 25 | 15
|
15 | e21 | 56 | 37 | e26 | e110 | 54 | e56 | 163 | 985 | 37 | 23 | 14
|
|
16 | e22 | 49 | 36 | e27 | e100 | 67 | e80 | 167 | 409 | 35 | 22 | 14
|
17 | e35 | 43 | 35 | e30 | 88 | 91 | e82 | 397 | 248 | 63 | 23 | 14
|
18 | e88 | 36 | 34 | e35 | 85 | 81 | 80 | 376 | 177 | 65 | 23 | 15
|
19 | e90 | 36 | 33 | e33 | 77 | 67 | 70 | 226 | 147 | 58 | 38 | 14
|
20 | e76 | 34 | 31 | e33 | 70 | 63 | 65 | 151 | 127 | 47 | 28 | 13
|
|
21 | e56 | 34 | 31 | 33 | 63 | 59 | 78 | 127 | 115 | 44 | 22 | 14
|
22 | e47 | 34 | e30 | 150 | 60 | 55 | 164 | 209 | 135 | 39 | 20 | 14
|
23 | e40 | 33 | 30 | 361 | 57 | 53 | 588 | 174 | 154 | 37 | 22 | 14
|
24 | e35 | 31 | 30 | 437 | 53 | 51 | 478 | 126 | 164 | 53 | 26 | 15
|
25 | e32 | 32 | 30 | e335 | 52 | 49 | 267 | 107 | 129 | 41 | 25 | 15
|
|
26 | e30 | 31 | 29 | e205 | 51 | 48 | 184 | 93 | 108 | 36 | 22 | 14
|
27 | e30 | 30 | 29 | 173 | 60 | 47 | 151 | 85 | 103 | 35 | 21 | 20
|
28 | e33 | 30 | 27 | 216 | 66 | 46 | 236 | 77 | 104 | 31 | 20 | 120
|
29 | 34 | 31 | 27 | 163 | --- | 44 | 189 | 78 | 87 | 28 | 20 | 144
|
30 | 33 | 33 | e26 | 138 | --- | 41 | 141 | 70 | 80 | 27 | 19 | 90
|
|
31 | 31 | --- | 25 | e110 | --- | 41 | --- | 63 | --- | 27 | 17 | ---
|
TOTAL | 1085 | 1319 | 1224 | 2861 | 2662 | 1778 | 3771 | 4482 | 9264 | 1491 | 721 | 754
|
MEAN | 35.0 | 44.0 | 39.5 | 92.3 | 95.1 | 57.4 | 126 | 145 | 309 | 48.1 | 23.3 | 25.1
|
MAX | 90 | 161 | 110 | 437 | 160 | 91 | 588 | 397 | 2260 | 79 | 38 | 144
|
MIN | 15 | 21 | 25 | 24 | 51 | 41 | 41 | 63 | 51 | 27 | 17 | 13
|
CFSM | .41 | .52 | .47 | 1.09 | 1.13 | .68 | 1.49 | 1.71 | 3.65 | .57 | .28 | .30
|
IN. | .48 | .58 | .54 | 1.26 | 1.17 | .78 | 1.66 | 1.97 | 4.08 | .66 | .32 | .33
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1995 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 21.1 | 33.7 | 33.8 | 57.9 | 77.7 | 53.7 | 82.9 | 121 | 155 | 39.4 | 26.7 | 17.2
|
MAX | 35.0 | 44.0 | 39.5 | 92.3 | 153 | 91.5 | 126 | 169 | 309 | 51.5 | 37.9 | 25.1
|
(WY) | 1999 | 1999 | 1999 | 1999 | 1997 | 1997 | 1999 | 1996 | 1999 | 1996 | 1996 | 1999
|
MIN | 10.1 | 23.1 | 27.2 | 29.9 | 31.2 | 21.8 | 46.5 | 82.8 | 33.2 | 19.5 | 18.2 | 9.97
|
(WY) | 1995 | 1997 | 1996 | 1996 | 1995 | 1996 | 1996 | 1995 | 1995 | 1995 | 1995 | 1995
|
SUMMARY STATISTICS | FOR 1999 WATER YEAR | WATER YEARS 1995 - 1999 | |
---|
ANNUAL TOTAL | 31412 | | | |
ANNUAL MEAN | 86.1 | | 59.4 | |
HIGHEST ANNUAL MEAN | | | 86.1 | 1999 |
LOWEST ANNUAL MEAN | | | 39.2 | 1995 |
HIGHEST DAILY MEAN | 2260 | Jun 14 | 2260 | Jun 14 1999 |
LOWEST DAILY MEAN | 13 | Sep 20 | 7.0 | Sep 11 1995 |
ANNUAL SEVEN-DAY MINIMUM | 14 | Sep 6 | 7.5 | Sep 9 1995 |
INSTANTANEOUS PEAK FLOW | 3690 | Jun 13 | 3690 | Jun 13 1999 |
INSTANTANEOUS PEAK STAGE | 11.63 | Jun 13 | 11.63 | Jun 13 1999 |
INSTANTANEOUS LOW FLOW | 7.7 A | Dec 30 | 5.5 | Sep 12 1995 |
ANNUAL RUNOFF (CFSM) | 1.02 | | .70 | |
ANNUAL RUNOFF (INCHES) | 13.83 | | 9.55 | |
10 PERCENT EXCEEDS | 156 | | 114 | |
50 PERCENT EXCEEDS | 48 | | 32 | |
90 PERCENT EXCEEDS | 21 | | 14 | |
A - Result of freezeup.