Station list
05588000 INDIAN CREEK AT WANDA, IL
LOCATION.--Lat 38°50'30", long 90°01'59", in SE¼NW¼ sec.31, T.5 N., R.8 W., Madison County, Hydrologic Unit 07140101,
on right bank at upstream side of bridge on State Highway 143, 0.8 mi northeast of Wanda, 2.2 mi upstream from mouth, 5 mi
west of Edwardsville, and at mile 2.9.
DRAINAGE AREA.--36.7 mi2.
PERIOD OF RECORD.--April 1940 to current year.
REVISED RECORDS.--WSP 1175: 1941, 1942(M). WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 429.52 ft above sea level. Prior to Oct. 1, 1960, water-stage
recorder at site 60 ft upstream at datum 2.00 ft higher. Oct. 1, 1960, to June 23, 1965, nonrecording gage at site 30 ft upstream
at present datum. June 24, 1965, to May 10, 1967, nonrecording gage at present site and datum.
REMARKS.--Records fair except those for estimated daily discharges, which are poor. Gage-height telemeter at station.
DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1997 TO SEPTEMBER 1998
DAILY MEAN VALUES
|
|---|
| DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP
|
|---|
| |
| 1 | .12 | .33 | e6.0 | e4.0 | e10 | e20 | 63 | 99 | 8.7 | 11 | 4.8 | 3.5 |
| 2 | .09 | .31 | e2.0 | e3.0 | e8.5 | e16 | 40 | 88 | 7.9 | 8.2 | 2.8 | 1.9 |
| 3 | .07 | .36 | e.90 | e2.3 | e7.5 | e13 | 151 | 89 | 6.5 | 7.1 | 2.2 | 1.2 |
| 4 | .05 | .27 | e4.5 | e2.0 | e6.6 | e12 | 116 | 43 | 187 | 9.4 | 34 | 1.0 |
| 5 | .04 | 1.0 | e2.5 | e30 | e5.6 | e11 | 55 | 30 | 220 | 7.3 | 398 | .85
|
| |
| 6 | .02 | 23 | e1.4 | e50 | e5.2 | e10 | 41 | 27 | 50 | 30 | 85 | .74
|
| 7 | .01 | 7.9 | e.90 | e70 | e4.8 | e9.5 | 35 | 60 | 29 | 152 | 31 | .69
|
| 8 | .03 | 2.0 | e.70 | e300 | e4.6 | 295 | 29 | 31 | 184 | 43 | 22 | .62
|
| 9 | .05 | .87 | e.90 | e110 | e4.5 | 242 | 24 | 22 | 161 | 15 | 9.0 | .54
|
| 10 | .05 | .51 | e3.0 | e60 | e4.4 | 97 | 20 | 17 | 50 | 9.8 | 6.0 | .53
|
| |
| 11 | .05 | .43 | e8.0 | e30 | e50 | 49 | 17 | 13 | 315 | 11 | 4.6 | .66
|
| 12 | .05 | .31 | e4.0 | e19 | e75 | 47 | 15 | 14 | 171 | 6.4 | 3.8 | .52
|
| 13 | .14 | .35 | e2.0 | e13 | 33 | 36 | 24 | 12 | 60 | 5.1 | 3.4 | .48
|
| 14 | .10 | .34 | e1.4 | e15 | 14 | 46 | 34 | 9.2 | 322 | 4.3 | 3.6 | .51
|
| 15 | .11 | .77 | e1.0 | e30 | 9.9 | 24 | 191 | 7.4 | 112 | 3.9 | 2.4 | .57
|
| |
| 16 | .06 | .64 | e.85 | e16 | 52 | 22 | 157 | 6.4 | 89 | 3.5 | 2.3 | .65
|
| 17 | .03 | .32 | e.75 | e10 | 261 | 178 | 58 | 5.3 | 43 | 2.9 | 1.9 | 152 |
| 18 | .06 | .27 | e.70 | e8.5 | 228 | 375 | 40 | 4.8 | 30 | 2.4 | 16 | 7.1 |
| 19 | .13 | .29 | e.64 | e7.5 | 105 | 158 | 33 | 4.1 | 25 | 2.1 | 3.0 | 3.3 |
| 20 | .10 | .27 | e.60 | e6.8 | e50 | 777 | 27 | 4.0 | 27 | 1.8 | 2.4 | 2.2 |
| |
| 21 | .07 | .33 | e.70 | e6.4 | e35 | 197 | 23 | 23 | 498 | 1.5 | 2.0 | 1.8 |
| 22 | .06 | .37 | e1.0 | e8.0 | e26 | 80 | 20 | 505 | 101 | 1.6 | 1.5 | 1.6 |
| 23 | .04 | .33 | e2.5 | e9.0 | e20 | 61 | 19 | 100 | 55 | 1.9 | 1.4 | 1.4 |
| 24 | .17 | .39 | e85 | e7.0 | e16 | 49 | 16 | 54 | 33 | 1.7 | 1.3 | 1.3 |
| 25 | .89 | .43 | e130 | e6.0 | 13 | 43 | 16 | 70 | 24 | 1.4 | 1.2 | 8.6 |
| |
| 26 | 1.5 | .46 | e25 | e9.0 | 15 | 38 | 13 | 41 | 18 | 2.1 | 1.0 | 7.3 |
| 27 | 1.6 | .45 | e10 | e20 | 88 | 41 | 11 | 27 | 14 | 3.4 | 1.0 | 1.8 |
| 28 | .71 | .47 | e6.5 | e37 | 32 | 352 | 18 | 20 | 11 | 1.6 | 1.0 | 1.3 |
| 29 | .37 | .91 | e4.0 | e24 | --- | 75 | 140 | 16 | 23 | 1.3 | 1.1 | 1.1 |
| 30 | .22 | e15 | e2.5 | e16 | --- | 50 | 117 | 13 | 25 | 177 | .96 | 1.1 |
| |
| 31 | .19 | --- | e5.0 | e13 | --- | 64 | --- | 11 | --- | 19 | 1.1 | --- |
| TOTAL | 7.18 | 59.68 | 314.94 | 942.5 | 1184.6 | 3487.5 | 1563 | 1466.2 | 2900.1 | 548.7 | 651.76 | 206.86
|
| MEAN | .23 | 1.99 | 10.2 | 30.4 | 42.3 | 113 | 52.1 | 47.3 | 96.7 | 17.7 | 21.0 | 6.90
|
| MAX | 1.6 | 23 | 130 | 300 | 261 | 777 | 191 | 505 | 498 | 177 | 398 | 152
|
| MIN | .01 | .27 | .60 | 2.0 | 4.4 | 9.5 | 11 | 4.0 | 6.5 | 1.3 | .96 | .48
|
| CFSM | .01 | .05 | .28 | .83 | 1.15 | 3.07 | 1.42 | 1.29 | 2.63 | .48 | .57 | .19
|
| IN. | .01 | .06 | .32 | .96 | 1.20 | 3.54 | 1.58 | 1.49 | 2.94 | .56 | .66 | .21
|
e Estimated
| STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1941 - 1998, BY WATER YEAR (WY)
|
|---|
| MEAN | 6.90 | 18.5 | 27.3 | 30.8 | 36.4 | 42.5 | 48.5 | 38.2 | 29.8 | 20.0 | 12.3 | 7.35
|
| MAX | 68.5 | 223 | 173 | 235 | 117 | 197 | 211 | 243 | 202 | 156 | 305 | 94.5
|
| (WY) | 1970 | 1947 | 1968 | 1950 | 1951 | 1978 | 1944 | 1943 | 1957 | 1969 | 1946 | 1993
|
| MIN | .000 | .000 | .000 | .000 | .091 | .045 | .26 | .070 | .022 | .052 | .005 | .000
|
| (WY) | 1954 | 1954 | 1954 | 1956 | 1954 | 1954 | 1954 | 1954 | 1955 | 1966 | 1953 | 1953
|
| SUMMARY STATISTICS | FOR 1997 CALENDAR YEAR | FOR 1998 WATER YEAR | WATER YEARS 1941 - 1998 |
|---|
| ANNUAL TOTAL | 6329.33 | | 13333.02 | | |
|
| ANNUAL MEAN | 17.3 | | 36.5 | | 26.5 |
|
| HIGHEST ANNUAL MEAN | | | | | 50.7 | 1969
|
| LOWEST ANNUAL MEAN | | | | | 1.39 | 1954
|
| HIGHEST DAILY MEAN | 752 | Feb 27 | 777 | Mar 20 | 4270 | Aug 15 1946
|
| LOWEST DAILY MEAN | .01 | Oct 7 | .01 | Oct 7 | .00 | A
|
| ANNUAL SEVEN-DAY MINIMUM | .04 | Oct 4 | .04 | Oct 4 | .00 | Oct 11 1940
|
| INSTANTANEOUS PEAK FLOW | | | 1310 | Aug 5 | 9340 | Aug 15 1946
|
| INSTANTANEOUS PEAK STAGE | | | 11.47 | Aug 5 | 18.41 B | Aug 15 1946
|
| INSTANTANEOUS LOW FLOW | | | .00 | Oct 6,7 | |
|
| ANNUAL RUNOFF (CFSM) | .47 | | 1.00 | | .72 |
|
| ANNUAL RUNOFF (INCHES) | 6.42 | | 13.51 | | 9.80 |
|
| 10 PERCENT EXCEEDS | 35 | | 99 | | 41 |
|
| 50 PERCENT EXCEEDS | 3.2 | | 8.0 | | 3.4 |
|
| 90 PERCENT EXCEEDS | .12 | | .34 | | .00 |
|
A - Many days in most years.
B - Site and datum then in use.