Station list
Available data
ILLINOIS RIVER BASIN
05531300 SALT CREEK AT ELMHURST, IL
LOCATION.--Lat 41°53'12", long 87°57'34", in SW1/4NW1/4 sec.11, T.39 N., R.11 E., Du Page County, Hydrologic Unit
07120004, on left bank at upstream side of the Illinois Prairie Path Bikeway bridge in Elmhurst, and at mile 20.1.
DRAINAGE AREA.--91.5 mi2.
PERIOD OF RECORD.--Annual maximum, water years 1961-80. June 1989 to current year.
REVISED RECORDS.--WDR IL-77-1: 1961-76(M).
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 652.65 ft above sea level. Water years 1997 and 1998, datum
incorrectly published as 655.00 ft above sea level. Prior to October 1, 1996, at site 990 ft upstream at datum 2.35 ft higher. Prior
to June 1, 1989, crest-stage gage at datum 7.84 ft higher.
REMARKS.--Records good except those for estimated daily discharge, which are poor. Occasional regulation by sewage treatment
plants upstream from station. Since May 28, 1996, some flow temporarily diverted for flood control to Elmhurst Quarry Flood
Control Reservoir about 1.0 miles upstream from gage. Gage-height telemeter and recording rain gage at station.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 2,230 ft3/s, Aug. 27, 1972, gage height, 12.76 ft, datum 660.49 ft
above sea level.
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 | 72 | 115 | 90 | 48 | 254 | 164 | 78 | 341 | 148 | 167 | 46 | 64
|
2 | 75 | 98 | 79 | e46 | 308 | 140 | 78 | 219 | 476 | 161 | 44 | 58
|
3 | 105 | 84 | 67 | e45 | 352 | 143 | 68 | 167 | 532 | 109 | 42 | 45
|
4 | 87 | 85 | 62 | e46 | 319 | 123 | 69 | 144 | 337 | 82 | 40 | 40
|
5 | 192 | 75 | 57 | e47 | 278 | 109 | 63 | 128 | 196 | 69 | 40 | 39
|
|
6 | 209 | 67 | 145 | e47 | 278 | 122 | 69 | 164 | 163 | 65 | 39 | 40
|
7 | 164 | 62 | 325 | e45 | 256 | 123 | 65 | 176 | 142 | 52 | 43 | 41
|
8 | 129 | 61 | 268 | e47 | 219 | 116 | 100 | 160 | 119 | 48 | 44 | 41
|
9 | 88 | 63 | 181 | e47 | 201 | 115 | 515 | 133 | 98 | 130 | 43 | 41
|
10 | 74 | 430 | 130 | e46 | 182 | 128 | 585 | 123 | 129 | 121 | 43 | 39
|
|
11 | 63 | 485 | 107 | e45 | 207 | 134 | 406 | 154 | 230 | 86 | 42 | 35
|
12 | 59 | 359 | 90 | e44 | 284 | 137 | 243 | 562 | 264 | 68 | 60 | 45
|
13 | 57 | 238 | 81 | e43 | 259 | 138 | 164 | 403 | 645 | 57 | 59 | 58
|
14 | 58 | 157 | 76 | e43 | 203 | 141 | 131 | 211 | 825 | 51 | 54 | 48
|
15 | 52 | 128 | 73 | e45 | 159 | 152 | 168 | 130 | 812 | 57 | 48 | 44
|
|
16 | 54 | 110 | 69 | 54 | 121 | 197 | 507 | 98 | 439 | 53 | 45 | 43
|
17 | 317 | 93 | 65 | 86 | 112 | 324 | 584 | 275 | 207 | 51 | 42 | 42
|
18 | 822 | 80 | 62 | 155 | 99 | 362 | 414 | 308 | 140 | 48 | 45 | 39
|
19 | 1020 | 75 | 60 | 136 | 90 | 269 | 263 | 215 | 97 | 51 | 102 | 41
|
20 | 767 | 69 | 58 | 110 | 85 | 192 | 203 | 138 | 81 | 54 | 78 | 45
|
|
21 | 425 | 61 | 59 | 133 | 78 | 150 | 205 | 182 | 72 | 85 | 59 | 43
|
22 | 223 | 57 | 58 | 680 | 73 | 126 | 501 | 469 | 99 | 261 | 50 | 42
|
23 | 149 | 60 | 55 | 960 | 66 | 108 | 1130 | 387 | 76 | 133 | 64 | 42
|
24 | 120 | 56 | 55 | 1030 | 70 | 97 | 1250 | 270 | 75 | 93 | 98 | 40
|
25 | 99 | 57 | 50 | 1030 | 69 | 88 | 1010 | 174 | 55 | 74 | 131 | 39
|
|
26 | 90 | 53 | 48 | 699 | 77 | 82 | 613 | 130 | 37 | 66 | 185 | 39
|
27 | 117 | 50 | 50 | 498 | 178 | 76 | 482 | 105 | 78 | 56 | 126 | 59
|
28 | 173 | 49 | 52 | 471 | 194 | 69 | 704 | 89 | 89 | 52 | 81 | 350
|
29 | 146 | 50 | 52 | 420 | --- | 69 | 758 | 79 | 76 | 53 | 65 | 536
|
30 | 160 | 87 | 51 | 328 | --- | 65 | 557 | 67 | 56 | 47 | 55 | 409
|
|
31 | 143 | --- | 51 | 263 | --- | 69 | --- | 73 | --- | 44 | 60 | ---
|
TOTAL | 6309 | 3514 | 2726 | 7737 | 5071 | 4328 | 11983 | 6274 | 6793 | 2544 | 1973 | 2487
|
MEAN | 204 | 117 | 87.9 | 250 | 181 | 140 | 399 | 202 | 226 | 82.1 | 63.6 | 82.9
|
MAX | 1020 | 485 | 325 | 1030 | 352 | 362 | 1250 | 562 | 825 | 261 | 185 | 536
|
MIN | 52 | 49 | 48 | 43 | 66 | 65 | 63 | 67 | 37 | 44 | 39 | 35
|
CFSM | 2.22 | 1.28 | .96 | 2.73 | 1.98 | 1.53 | 4.37 | 2.21 | 2.48 | .90 | .70 | .91
|
IN. | 2.57 | 1.43 | 1.11 | 3.15 | 2.06 | 1.76 | 4.87 | 2.55 | 2.76 | 1.03 | .80 | 1.01
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1989 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 104 | 152 | 109 | 148 | 162 | 188 | 232 | 197 | 156 | 99.6 | 140 | 85.5
|
MAX | 204 | 251 | 186 | 282 | 350 | 263 | 430 | 431 | 360 | 229 | 338 | 157
|
(WY) | 1999 | 1991 | 1992 | 1993 | 1997 | 1993 | 1993 | 1996 | 1996 | 1993 | 1990 | 1989
|
MIN | 56.8 | 67.7 | 46.1 | 56.2 | 76.8 | 82.7 | 99.4 | 58.4 | 53.1 | 38.1 | 50.7 | 48.8
|
(WY) | 1993 | 1994 | 1990 | 1994 | 1996 | 1996 | 1994 | 1992 | 1992 | 1991 | 1991 | 1994
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1989 - 1999 |
---|
ANNUAL TOTAL | 58079 | | 61739 | | |
|
ANNUAL MEAN | 159 | | 169 | | 147 |
|
HIGHEST ANNUAL MEAN | | | | | 196 | 1993
|
LOWEST ANNUAL MEAN | | | | | 110 | 1994
|
HIGHEST DAILY MEAN | 1020 | Oct 19 | 1250 | Apr 24 | 1450 | Aug 21 1990
|
LOWEST DAILY MEAN | 38 | Aug 2 | 35 | Sep 11 | 29 | Jul 1 1989
|
ANNUAL SEVEN-DAY MINIMUM | 41 | Jul 27 | 39 | Sep 5 | 32 | Sep 16 1994
|
INSTANTANEOUS PEAK FLOW | | | 1300 | Apr 24 | 1580 | Aug 6 1989
|
INSTANTANEOUS PEAK STAGE | | | 11.41 | Apr 24 | 13.56 | A
|
INSTANTANEOUS LOW FLOW | | | 29 | Jul 7 | 18 | Jul 1 1989
|
ANNUAL RUNOFF (CFSM) | 1.74 | | 1.85 | | 1.60 |
|
ANNUAL RUNOFF (INCHES) | 23.62 | | 25.11 | | 21.77 |
|
10 PERCENT EXCEEDS | 350 | | 416 | | 306 |
|
50 PERCENT EXCEEDS | 102 | | 90 | | 88 |
|
90 PERCENT EXCEEDS | 51 | | 45 | | 44 |
|
A - Aug. 6, 1989, datum 655.00 ft.