Station list
Available data
ILLINOIS RIVER BASIN
05527950 MILL CREEK AT OLD MILL CREEK, IL
LOCATION.--Lat 42°24'55", long 87°58'08", in SW1/4SE1/4 sec.32, T.46 N., R.11 E., Lake County, Hydrologic Unit 07120004,
on right bank at upstream side of bridge on Hunt Club Road, about 0.5 mi southeast of Old Mill Creek, and at mile 2.9.
DRAINAGE AREA.--61.0 mi2.
PERIOD OF RECORD.--Annual maximum, water years 1962 to 1976. October 1989 to current year.
REVISED RECORDS.--WDR IL-77-1: 1962-76(M). WDR IL-91-2: 1990(P). WDR IL-92-2: 1990.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 668.00 ft above sea level. Prior to Oct. 1, 1989, at datum
8.85 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 discharge, 1,160 ft3/s, April 23, 1999, gage height, 12.21 ft; maximum gage
height, 12.88 ft, present datum, Mar. 6, 1976; minimum discharge, 0.03 ft3/s, Sept. 7, 8, 10, 11, 1991.
EXTREMES OUTSIDE PERIOD OF RECORD.--A gage height of 13.73 ft, present datum, discharge unknown, occurred between
October 1976 and September 1989, from mark on crest-stage gage.
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 | 1.6 | 23 | 15 | 9.4 | 214 | 59 | 37 | 181 | 30 | 49 | 1.4 | 2.4
|
2 | 1.7 | 21 | 13 | 13 | 252 | 57 | 34 | 151 | 80 | 43 | 1.4 | 1.9
|
3 | 3.8 | 18 | 12 | e13 | 254 | 63 | 31 | 132 | 71 | 37 | 1.3 | 1.5
|
4 | 4.9 | 17 | 12 | e13 | 230 | 57 | 32 | 116 | 59 | 31 | 1.3 | 1.2
|
5 | 7.2 | 16 | 11 | e12 | 185 | 52 | 31 | 102 | 52 | 26 | 1.3 | 1.1
|
|
6 | 11 | 14 | 16 | e12 | 170 | 51 | 31 | 93 | 45 | 22 | 1.3 | 1.1
|
7 | 11 | 14 | 76 | e12 | 158 | 46 | 29 | 85 | 41 | 18 | 1.3 | 1.0
|
8 | 8.4 | 13 | 61 | e12 | 144 | 45 | 27 | 76 | 36 | 16 | 1.3 | 1.0
|
9 | 6.4 | 12 | 54 | e12 | 141 | 47 | 93 | 69 | 33 | 15 | 1.2 | 1.0
|
10 | 5.4 | 72 | 51 | e12 | 132 | 48 | 102 | 61 | 35 | 13 | 1.2 | .99
|
|
11 | 4.9 | 84 | 49 | e12 | 156 | 45 | 86 | 56 | 33 | 12 | 1.1 | 1.0
|
12 | 4.9 | 64 | 46 | e13 | 225 | 44 | 78 | 59 | 31 | 11 | 1.3 | 1.2
|
13 | 4.5 | 54 | 43 | e13 | 161 | 46 | 73 | 53 | 317 | 9.4 | 1.3 | 1.5
|
14 | 4.3 | 49 | 40 | e13 | 144 | 46 | 68 | 46 | 351 | 7.2 | 1.2 | 1.3
|
15 | 4.2 | 45 | 39 | e13 | 133 | 48 | 66 | 42 | 201 | 5.9 | 1.1 | 1.2
|
|
16 | 4.0 | 41 | 38 | 13 | 126 | 60 | 225 | 41 | 165 | 4.9 | 1.0 | 1.3
|
17 | 10 | 37 | 35 | 13 | 117 | 127 | 181 | 72 | 142 | 4.4 | 1.0 | 1.3
|
18 | 83 | 33 | 32 | 18 | 106 | 127 | 152 | 84 | 121 | 4.5 | 1.0 | 1.3
|
19 | 53 | 29 | 30 | 18 | 96 | 104 | 140 | 86 | 103 | 4.3 | 1.4 | 1.3
|
20 | 44 | 26 | 28 | 18 | 87 | 94 | 127 | 74 | 86 | 4.1 | 1.2 | 1.3
|
|
21 | 36 | 23 | 27 | 17 | 78 | 87 | 123 | 65 | 74 | 3.5 | 1.1 | 1.4
|
22 | 29 | 21 | 23 | 126 | 71 | 79 | 297 | 67 | 63 | 2.7 | 1.1 | 1.4
|
23 | 25 | 20 | e19 | 340 | 64 | 71 | 777 | 62 | 54 | 2.4 | 1.4 | 1.4
|
24 | 22 | 18 | 17 | 410 | 60 | 64 | 459 | 58 | 49 | 3.2 | 5.2 | 1.4
|
25 | 19 | 17 | 16 | 270 | 57 | 58 | 396 | 52 | 43 | 2.9 | 8.3 | 1.3
|
|
26 | 17 | 16 | 15 | 236 | 55 | 52 | 360 | 46 | 36 | 2.4 | 7.2 | 1.3
|
27 | 16 | 15 | 14 | 256 | 58 | 49 | 316 | 46 | 32 | 2.1 | 5.6 | 1.8
|
28 | 18 | 14 | 13 | 327 | 60 | 51 | 310 | 44 | 61 | 1.7 | 4.4 | 39
|
29 | 17 | 14 | 13 | 273 | --- | 50 | 256 | 39 | 71 | 1.5 | 3.4 | 64
|
30 | 26 | 14 | 10 | 243 | --- | 46 | 217 | 32 | 54 | 1.5 | 2.8 | 41
|
|
31 | 26 | --- | 11 | 229 | --- | 41 | --- | 29 | --- | 1.5 | 2.7 | ---
|
TOTAL | 529.2 | 854 | 879 | 2991.4 | 3734 | 1914 | 5154 | 2219 | 2569 | 363.1 | 67.8 | 179.89
|
MEAN | 17.1 | 28.5 | 28.4 | 96.5 | 133 | 61.7 | 172 | 71.6 | 85.6 | 11.7 | 2.19 | 6.00
|
MAX | 83 | 84 | 76 | 410 | 254 | 127 | 777 | 181 | 351 | 49 | 8.3 | 64
|
MIN | 1.6 | 12 | 10 | 9.4 | 55 | 41 | 27 | 29 | 30 | 1.5 | 1.0 | .99
|
CFSM | .28 | .47 | .47 | 1.58 | 2.19 | 1.01 | 2.82 | 1.17 | 1.40 | .19 | .04 | .10
|
IN. | .32 | .52 | .54 | 1.83 | 2.28 | 1.17 | 3.15 | 1.35 | 1.57 | .22 | .04 | .11
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1990 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 9.07 | 42.4 | 43.6 | 54.7 | 77.7 | 100 | 123 | 87.6 | 59.6 | 29.5 | 10.6 | 6.74
|
MAX | 34.1 | 127 | 106 | 126 | 134 | 157 | 297 | 245 | 188 | 168 | 44.0 | 24.6
|
(WY) | 1991 | 1993 | 1992 | 1993 | 1997 | 1993 | 1993 | 1996 | 1996 | 1993 | 1990 | 1992
|
MIN | 1.38 | 7.59 | 6.15 | 8.27 | 25.2 | 22.9 | 28.5 | 11.9 | 3.45 | 1.00 | .55 | .48
|
(WY) | 1995 | 1990 | 1990 | 1994 | 1996 | 1996 | 1994 | 1994 | 1992 | 1991 | 1991 | 1991
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1990 - 1999 |
---|
ANNUAL TOTAL | 21747.92 | | 21454.39 | | |
|
ANNUAL MEAN | 59.6 | | 58.8 | | 53.4 |
|
HIGHEST ANNUAL MEAN | | | | | 102 | 1993
|
LOWEST ANNUAL MEAN | | | | | 29.3 | 1994
|
HIGHEST DAILY MEAN | 491 | Apr 16 | 777 | Apr 23 | 777 | Apr 23 1999
|
LOWEST DAILY MEAN | .68 | Aug 3 | .99 | Sep 10 | .03 | Sep 11 1991
|
ANNUAL SEVEN-DAY MINIMUM | .80 | Jul 30 | 1.0 | Sep 5 | .05 | Sep 5 1991
|
INSTANTANEOUS PEAK FLOW | | | 1160 | Apr 23 | 1160 | Apr 23 1999
|
INSTANTANEOUS PEAK STAGE | | | 12.21 | Apr 23 | 12.21 | Apr 23 1999
|
INSTANTANEOUS LOW FLOW | | | .90 | A | .03 | B
|
ANNUAL RUNOFF (CFSM) | .98 | | .96 | | .88 |
|
ANNUAL RUNOFF (INCHES) | 13.27 | | 13.09 | | 11.91 |
|
10 PERCENT EXCEEDS | 151 | | 151 | | 141 |
|
50 PERCENT EXCEEDS | 32 | | 32 | | 26 |
|
90 PERCENT EXCEEDS | 1.7 | | 1.3 | | 2.0 |
|
A - Aug. 18, Sept. 9-11.
B - Sept. 7, 8, 10, 11, 1991.