Station list
Available data
ILLINOIS RIVER BASIN
05540195 ST. JOSEPH CREEK AT ROUTE 34 AT LISLE, IL
LOCATION.--Lat 41°48'06", long 88°04'08", in SW1/4SW1/4 sec.2, T.38 N., R.10 E., Du Page County, Hydrologic Unit 07120004,
on downstream side of bridge on U.S. Highway 34 (Ogden Avenue) in Lisle, and 0.8 mi upstream from confluence of East Branch
Du Page River and at mile 0.8.
DRAINAGE AREA.--11.1 mi2.
PERIOD OF RECORD.--October 1988 to current year.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 660.00 ft above sea level.
REMARKS.--Records good except those for estimated daily discharge, which are poor. Gage-height telemeter at station.
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 | 2.2 | 3.3 | 2.4 | e.90 | 12 | 5.1 | 1.7 | 9.6 | 43 | 20 | .08 | .08
|
| 2 | 13 | 2.6 | 1.8 | e.88 | 29 | 6.7 | 1.6 | 7.6 | 64 | 2.6 | .09 | .06
|
| 3 | 8.3 | 2.2 | 1.7 | e.88 | 17 | 5.2 | 1.4 | 5.2 | 13 | 1.4 | .07 | .41
|
| 4 | 4.1 | 2.6 | 1.7 | e.88 | 13 | 3.8 | 3.2 | 4.0 | 6.3 | 1.0 | .07 | .16
|
| 5 | 27 | 1.8 | 1.6 | e.89 | 9.1 | 4.2 | 1.2 | 3.6 | 3.9 | .96 | .08 | .07
|
|
|
| 6 | 13 | 1.4 | 43 | e.92 | 8.3 | 8.9 | 1.9 | 11 | 5.1 | .83 | .09 | .08
|
| 7 | 6.2 | 1.4 | 30 | e.84 | 7.0 | 6.6 | 1.2 | 5.5 | 3.5 | .25 | .81 | .05
|
| 8 | 4.0 | 1.5 | 10 | e.84 | 6.5 | 5.5 | 16 | 3.7 | 1.8 | .21 | .47 | .05
|
| 9 | 3.3 | 4.0 | 6.1 | e.92 | 5.8 | 6.5 | 70 | 2.7 | 1.7 | 1.0 | .08 | .07
|
| 10 | 2.6 | 86 | 4.4 | e.90 | 5.2 | 7.4 | 17 | 2.2 | 1.4 | .71 | .03 | .08
|
|
|
| 11 | 1.7 | 20 | 3.4 | e.89 | 15 | 7.0 | 13 | 23 | 20 | .18 | .15 | .09
|
| 12 | 1.7 | 9.7 | 2.6 | e.88 | 8.7 | 8.1 | 8.0 | 119 | 8.3 | .06 | 4.2 | .37
|
| 13 | 1.6 | 6.4 | 2.1 | e.84 | 5.6 | 7.7 | 6.0 | 20 | 84 | .07 | 1.1 | .74
|
| 14 | 1.5 | 4.8 | e1.5 | e.84 | 4.4 | 7.9 | 4.3 | 9.1 | 20 | .10 | .91 | .06
|
| 15 | 1.5 | 3.4 | e1.4 | e.86 | 4.3 | 10 | 41 | 6.0 | 6.6 | .13 | .23 | .05
|
|
|
| 16 | 1.5 | 2.8 | e1.2 | e1.5 | 4.2 | 17 | 130 | 3.6 | 4.0 | .15 | .11 | .05
|
| 17 | 153 | 2.2 | e1.2 | e3.0 | 3.7 | 27 | 35 | 31 | 2.5 | 5.6 | .07 | .09
|
| 18 | 167 | 2.0 | e1.2 | 3.8 | 3.5 | 15 | 17 | 12 | 1.4 | 1.4 | .08 | .10
|
| 19 | 31 | 1.9 | e1.1 | 2.9 | 3.0 | 8.9 | 11 | 5.7 | 1.0 | 1.6 | 13 | .24
|
| 20 | 12 | 1.8 | e1.0 | 2.7 | 2.8 | 6.9 | 9.7 | 4.0 | .98 | 1.3 | 1.5 | .48
|
|
|
| 21 | 7.5 | 1.7 | e1.0 | e50 | 2.7 | 5.7 | 8.0 | 32 | .95 | 8.1 | .98 | .66
|
| 22 | 5.5 | 1.7 | e1.0 | 195 | 2.6 | 4.6 | 56 | 80 | 2.8 | 2.8 | .63 | .75
|
| 23 | 4.1 | 1.8 | e.96 | 218 | 2.3 | 4.1 | 168 | 34 | 1.9 | 1.1 | 4.0 | .49
|
| 24 | 3.1 | 1.6 | e.95 | e70 | 2.3 | 4.1 | 30 | 15 | 7.1 | 1.4 | 19 | .63
|
| 25 | 2.9 | 1.8 | e.96 | e36 | 3.3 | 5.1 | 14 | 7.8 | 1.2 | .84 | 31 | .85
|
|
|
| 26 | 2.4 | 1.7 | e.95 | 19 | 6.3 | 3.9 | 10 | 5.2 | 1.1 | .44 | 5.6 | .80
|
| 27 | 12 | 1.4 | e.95 | 30 | 10 | 2.7 | 105 | 4.0 | 4.9 | .39 | 2.3 | 3.6
|
| 28 | 6.1 | 1.4 | e.96 | 26 | 6.2 | 2.3 | 99 | 2.5 | 1.2 | .23 | .98 | 50
|
| 29 | 6.4 | 1.5 | e.97 | 15 | --- | 2.0 | 24 | 1.6 | 1.4 | .26 | .78 | 20
|
| 30 | 6.9 | 11 | e.94 | 12 | --- | 1.8 | 13 | 1.1 | 1.2 | .14 | .26 | 4.1
|
|
|
| 31 | 4.4 | --- | e.92 | 9.8 | --- | 1.7 | --- | 1.6 | --- | .07 | .14 | ---
|
| TOTAL | 517.5 | 187.4 | 129.96 | 707.86 | 203.8 | 213.4 | 917.2 | 473.3 | 316.23 | 55.32 | 88.89 | 85.26
|
| MEAN | 16.7 | 6.25 | 4.19 | 22.8 | 7.28 | 6.88 | 30.6 | 15.3 | 10.5 | 1.78 | 2.87 | 2.84
|
| MAX | 167 | 86 | 43 | 218 | 29 | 27 | 168 | 119 | 84 | 20 | 31 | 50
|
| MIN | 1.5 | 1.4 | .92 | .84 | 2.3 | 1.7 | 1.2 | 1.1 | .95 | .06 | .03 | .05
|
| CFSM | 1.50 | .56 | .38 | 2.06 | .66 | .62 | 2.75 | 1.38 | .95 | .16 | .26 | .26
|
| IN. | 1.73 | .63 | .44 | 2.37 | .68 | .72 | 3.07 | 1.59 | 1.06 | .19 | .30 | .29
|
e Estimated
| STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1989 - 1999, BY WATER YEAR (WY)
|
|---|
| MEAN | 6.24 | 10.6 | 5.45 | 9.47 | 10.1 | 11.9 | 13.3 | 12.9 | 9.68 | 7.16 | 6.41 | 5.48
|
| MAX | 17.7 | 24.8 | 15.1 | 22.8 | 43.2 | 25.1 | 30.6 | 37.7 | 27.6 | 28.9 | 15.5 | 12.2
|
| (WY) | 1992 | 1991 | 1993 | 1999 | 1997 | 1990 | 1999 | 1990 | 1993 | 1996 | 1997 | 1992
|
| MIN | 1.58 | 2.03 | .66 | 1.79 | 1.35 | 4.11 | 3.56 | .67 | .50 | .67 | .97 | .046
|
| (WY) | 1990 | 1998 | 1990 | 1994 | 1989 | 1996 | 1994 | 1994 | 1992 | 1991 | 1991 | 1995
|
| SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1989 - 1999 |
|---|
| ANNUAL TOTAL | 4393.51 | | 3896.12 | | |
|
| ANNUAL MEAN | 12.0 | | 10.7 | | 9.04 |
|
| HIGHEST ANNUAL MEAN | | | | | 12.4 | 1993
|
| LOWEST ANNUAL MEAN | | | | | 4.79 | 1994
|
| HIGHEST DAILY MEAN | 288 | May 7 | 218 | Jan 23 | 638 | Feb 21 1997
|
| LOWEST DAILY MEAN | .30 | Aug 1 | .03 | Aug 10 | .00 | A
|
| ANNUAL SEVEN-DAY MINIMUM | .63 | Jul 27 | .07 | Sep 5 | .00 | Aug 19 1992
|
| INSTANTANEOUS PEAK FLOW | | | 491 | Oct 17 | 1280 | Jul 18 1996
|
| INSTANTANEOUS PEAK STAGE | | | 8.83 | Oct 17 | 12.89 | Jul 18 1996
|
| INSTANTANEOUS LOW FLOW | | | .00 | B | |
|
| ANNUAL RUNOFF (CFSM) | 1.08 | | .96 | | .81 |
|
| ANNUAL RUNOFF (INCHES) | 14.72 | | 13.06 | | 11.06 |
|
| 10 PERCENT EXCEEDS | 27 | | 23 | | 19 |
|
| 50 PERCENT EXCEEDS | 4.3 | | 2.7 | | 3.0 |
|
| 90 PERCENT EXCEEDS | 1.0 | | .20 | | .27 |
|
A - At times in most years.
B - Several days.