Station list
Available data
KASKASKIA RIVER BASIN
05592575 HICKORY CREEK NEAR BROWNSTOWN, IL
LOCATION.--Lat 38°56'13", long 88°57'10", in NW1/4NW1/4 sec.26, T.6 N., R.2 E., Fayette County, Hydrologic Unit 07140202,
on left bank at downstream side of county bridge, about 4 mi south of Brownstown, 4.3 mi above Little Hickory Creek, and at
mile 12.0.
DRAINAGE AREA.--44.2 mi2.
PERIOD OF RECORD.--October 1988 to current year.
REVISED RECORDS.--WDR IL-93-1: 1989(M), WDR IL-95-1: 1994 (P).
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 493.37 ft above sea level (levels by U.S. Army Corps of
Engineers).
REMARKS.--Records fair except those for estimated daily discharges, which are poor. U.S. Army Corps of Engineers
satellite 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 | .28 | e.21 | 2.1 | e1.1 | 266 | 52 | 7.3 | 17 | 3.9 | e.70 | .03 | .00
|
| 2 | .19 | e.23 | 3.3 | e5.0 | 123 | 35 | 6.8 | 13 | 14 | e12 | .01 | .00
|
| 3 | .18 | e3.5 | 1.9 | e15 | 67 | 32 | 48 | 11 | 5.5 | e5.0 | .00 | .00
|
| 4 | .18 | e10 | 1.6 | e25 | 45 | 23 | 86 | 9.6 | 3.0 | e2.0 | .00 | .00
|
| 5 | .17 | e5.0 | 1.4 | e17 | 36 | 21 | 56 | 143 | 18 | e.80 | .00 | .00
|
|
|
| 6 | .58 | e4.0 | 1.7 | e12 | 34 | 213 | 419 | 176 | e7.0 | e2.0 | .00 | .00
|
| 7 | .96 | e3.0 | 15 | e10 | 2060 | 47 | 59 | 46 | e3.5 | e7.0 | .01 | .00
|
| 8 | .42 | e2.2 | 12 | e8.5 | 194 | 31 | 45 | 21 | e2.5 | e2.5 | .18 | .00
|
| 9 | .26 | e1.6 | 4.2 | e7.0 | 82 | 236 | 384 | 14 | e2.1 | e15 | .15 | .00
|
| 10 | .26 | 113 | 3.5 | e6.5 | 55 | 144 | 61 | 11 | e1.9 | e40 | .05 | .00
|
|
|
| 11 | .61 | 43 | 2.1 | e7.0 | 79 | 47 | 39 | 8.1 | e1.7 | e10 | .03 | .00
|
| 12 | .70 | 13 | 2.1 | e12 | 164 | 28 | 26 | 7.2 | e1.5 | e4.0 | .01 | .00
|
| 13 | .47 | 5.7 | 1.9 | e45 | 48 | 22 | 23 | 16 | e15 | e1.5 | .04 | .00
|
| 14 | .18 | 3.2 | 1.8 | e90 | 36 | 18 | 21 | 13 | e50 | e.75 | .02 | .00
|
| 15 | .17 | 2.3 | 1.6 | e70 | 34 | 15 | 186 | 9.0 | e7.0 | e.55 | .00 | .00
|
|
|
| 16 | .15 | 1.9 | 1.6 | e45 | 31 | 13 | 101 | 6.6 | e4.0 | e.45 | .00 | .00
|
| 17 | .18 | 1.6 | 1.6 | e150 | 31 | 12 | 55 | 6.7 | e3.0 | e.40 | .00 | .00
|
| 18 | .56 | 1.5 | 1.5 | e1000 | 26 | 11 | 37 | 12 | e2.2 | e.35 | .00 | .00
|
| 19 | .51 | 1.6 | 1.6 | e260 | 23 | 9.3 | 28 | 5.8 | e1.7 | e.32 | .00 | .00
|
| 20 | .31 | 3.0 | 1.7 | e200 | 21 | 9.1 | 24 | 3.8 | e1.4 | e.30 | .00 | .00
|
|
|
| 21 | .39 | 1.5 | 2.9 | e600 | 19 | 8.9 | 24 | 44 | e1.2 | e.28 | .00 | .00
|
| 22 | .48 | 1.2 | 3.7 | 1640 | 17 | 8.0 | 20 | 164 | e1.0 | e.26 | .00 | .00
|
| 23 | .55 | 1.2 | 2.1 | 487 | 18 | 12 | 17 | 27 | e.90 | e.24 | .05 | .00
|
| 24 | .75 | 1.1 | 1.5 | 152 | 20 | 11 | 16 | 13 | e3.5 | e45 | .37 | .00
|
| 25 | 1.2 | 1.4 | e1.2 | 77 | 24 | 8.7 | 15 | 7.8 | e1.8 | e3.0 | .05 | .00
|
|
|
| 26 | e.70 | 3.2 | e1.1 | 53 | 21 | 7.5 | 24 | 5.1 | e1.2 | e1.0 | .00 | .00
|
| 27 | e.40 | 1.6 | e1.0 | 46 | 248 | 7.2 | 41 | 3.9 | e.90 | e.40 | .00 | .00
|
| 28 | e.30 | 1.1 | e1.1 | 39 | 211 | 7.1 | 92 | 3.1 | e.75 | e.25 | .00 | .00
|
| 29 | e.25 | .99 | e1.3 | 33 | --- | 6.9 | 96 | 2.6 | e.60 | .14 | .00 | .00
|
| 30 | e.23 | 1.4 | e1.4 | 30 | --- | 6.2 | 29 | 2.3 | e.50 | .10 | .00 | .00
|
|
|
| 31 | e.22 | --- | e1.2 | 1130 | --- | 6.4 | --- | 2.5 | --- | .05 | .00 | ---
|
| TOTAL | 12.79 | 234.23 | 82.7 | 6273.1 | 4033 | 1108.3 | 2086.1 | 825.1 | 161.25 | 156.34 | 1.00 | 0.00
|
| MEAN | .41 | 7.81 | 2.67 | 202 | 144 | 35.8 | 69.5 | 26.6 | 5.38 | 5.04 | .032 | .000
|
| MAX | 1.2 | 113 | 15 | 1640 | 2060 | 236 | 419 | 176 | 50 | 45 | .37 | .00
|
| MIN | .15 | .21 | 1.0 | 1.1 | 17 | 6.2 | 6.8 | 2.3 | .50 | .05 | .00 | .00
|
| CFSM | .01 | .18 | .06 | 4.58 | 3.26 | .81 | 1.57 | .60 | .12 | .11 | .00 | .00
|
| IN. | .01 | .20 | .07 | 5.28 | 3.39 | .93 | 1.76 | .69 | .14 | .13 | .00 | .00
|
e Estimated
| STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1989 - 1999, BY WATER YEAR (WY)
|
|---|
| MEAN | 3.67 | 34.5 | 28.2 | 73.0 | 53.7 | 69.7 | 88.1 | 87.5 | 25.2 | 15.5 | 5.70 | 18.5
|
| MAX | 18.3 | 232 | 208 | 202 | 151 | 134 | 224 | 365 | 56.1 | 95.1 | 22.1 | 135
|
| (WY) | 1994 | 1994 | 1991 | 1999 | 1997 | 1991 | 1994 | 1995 | 1998 | 1993 | 1995 | 1993
|
| MIN | .000 | .000 | .095 | 4.93 | 3.49 | 13.6 | 18.6 | 5.29 | .28 | .048 | .000 | .000
|
| (WY) | 1989 | 1998 | 1998 | 1990 | 1996 | 1994 | 1997 | 1997 | 1992 | 1997 | 1996 | 1990
|
| SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1989 - 1999 |
|---|
| ANNUAL TOTAL | 13419.17 | | 14973.91 | | |
|
| ANNUAL MEAN | 36.8 | | 41.0 | | 41.9 |
|
| HIGHEST ANNUAL MEAN | | | | | 64.1 | 1993
|
| LOWEST ANNUAL MEAN | | | | | 19.0 | 1992
|
| HIGHEST DAILY MEAN | 1220 | Mar 20 | 2060 | Feb 7 | 4080 | May 18 1995
|
| LOWEST DAILY MEAN | .00 | Several days | .00 | Many days | .00 | A
|
| ANNUAL SEVEN-DAY MINIMUM | .00 | Sep 10 | .00 | Aug 15 | .00 | Oct 1 1988
|
| INSTANTANEOUS PEAK FLOW | | | 4470 | Feb 7 | 6250 | Nov 14 1993
|
| INSTANTANEOUS PEAK STAGE | | | 15.86 | Feb 7 | 16.43 | Nov 14 1993
|
| ANNUAL RUNOFF (CFSM) | .83 | | .93 | | .95 |
|
| ANNUAL RUNOFF (INCHES) | 11.29 | | 12.60 | | 12.87 |
|
| 10 PERCENT EXCEEDS | 92 | | 63 | | 70 |
|
| 50 PERCENT EXCEEDS | 3.0 | | 3.0 | | 3.5 |
|
| 90 PERCENT EXCEEDS | .19 | | .00 | | .00 |
|
A - Many days in most years.