Station list
Available data
BIG MUDDY RIVER BASIN
05595730 RAYSE CREEK NEAR WALTONVILLE, IL
LOCATION.--Lat 38°15'14", long 89°02'23", in NE1/4NE1/4 sec.24, T.3 S., R.1 E., Jefferson County, Hydrologic Unit 07140106,
at bridge on County Highway 9, 1.2 mi downstream from Knob Creek, 2.4 mi downstream from Novak Creek, 3.0 mi north of
Waltonville, and at mile 6.7.
DRAINAGE AREA.--88.0 mi2.
PERIOD OF RECORD.--October 1979 to current year. Gage-height record for Feb. 10, 1965 to Sept. 30, 1979 available in files of
U.S. Army Corps of Engineers, October 1980 to September 1994 (8 AM gage heights).
REVISED RECORDS.--WDR IL-94-1: 1982-90.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 412.00 ft above sea level (levels by U.S. Army Corps of
Engineers).
REMARKS.--Records good except those for estimated daily discharges, 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 | .44 | e.00 | e.22 | e1.2 | 2040 | 103 | 22 | 13 | 14 | 1.2 | .36 | .00
|
| 2 | .28 | e.00 | e.21 | e5.5 | 443 | 59 | 22 | 9.6 | 215 | 185 | .25 | .00
|
| 3 | .20 | e.30 | e.20 | e30 | 117 | 46 | 1440 | 8.1 | 64 | 79 | .23 | .00
|
| 4 | .17 | e.25 | e.20 | e22 | 59 | 33 | 3250 | 7.8 | 17 | 18 | .23 | .00
|
| 5 | .17 | e.21 | e.20 | e17 | 38 | 37 | 427 | 610 | 40 | 6.8 | .22 | .00
|
|
|
| 6 | .50 | e.18 | e.40 | e13 | 34 | 1240 | 1500 | 740 | 30 | 4.6 | .20 | .00
|
| 7 | .66 | e.15 | e1.0 | e10 | 3410 | 261 | 501 | 232 | 9.6 | 2.3 | .20 | .00
|
| 8 | .46 | e.12 | e.80 | e9.0 | 1310 | 108 | 86 | 52 | 6.9 | 1.3 | .64 | .00
|
| 9 | .37 | e.10 | e.70 | e8.0 | 125 | 817 | 62 | 27 | 5.3 | 2.2 | .58 | .00
|
| 10 | e.27 | e.70 | e.60 | e7.5 | 60 | 269 | 42 | 18 | 3.7 | 521 | e.50 | .00
|
|
|
| 11 | e.24 | e.55 | e.57 | e6.5 | 86 | 101 | 33 | 13 | 2.6 | 141 | e.35 | .00
|
| 12 | e.21 | e.42 | e.54 | e50 | 358 | 68 | 24 | 11 | 34 | 21 | e.25 | .00
|
| 13 | e.16 | e.35 | e.80 | 565 | 87 | 54 | 18 | 122 | 15 | 8.6 | e.22 | .00
|
| 14 | e.12 | e.30 | e.75 | 461 | 47 | 50 | 18 | 50 | 62 | 5.5 | e.16 | .00
|
| 15 | e.10 | e.27 | e.65 | 142 | 39 | 80 | 122 | 25 | 16 | 4.6 | e.12 | .00
|
|
|
| 16 | e.08 | e.25 | e.60 | 82 | 35 | 244 | 112 | 17 | 7.1 | 3.1 | e.08 | .00
|
| 17 | e.06 | e.23 | e.56 | 227 | 38 | 123 | 49 | 48 | 4.8 | 2.1 | e.06 | .00
|
| 18 | e.20 | e.21 | e.54 | 822 | 32 | 65 | 34 | 45 | 3.1 | 1.5 | e.04 | .00
|
| 19 | e.25 | e.20 | e.52 | 258 | 27 | 43 | 26 | 19 | 2.3 | 1.2 | e.02 | .00
|
| 20 | e.23 | e.40 | e.50 | 88 | 22 | 35 | 22 | 11 | 1.9 | 1.1 | e.01 | .00
|
|
|
| 21 | e.18 | e.35 | e1.0 | 135 | 18 | 31 | 20 | 8.5 | 1.6 | 32 | e.00 | .00
|
| 22 | e.14 | e.29 | e2.5 | 5930 | 16 | 26 | 17 | 6.9 | 1.3 | 6.1 | e.00 | .00
|
| 23 | e.10 | e.25 | e2.2 | 1890 | 16 | 711 | 14 | 5.9 | 1.2 | 3.7 | e.00 | .00
|
| 24 | e.08 | e.23 | e1.8 | 456 | 22 | 438 | 12 | 5.4 | 1.5 | 2.0 | e.00 | .00
|
| 25 | e.06 | e.22 | e1.5 | 100 | 28 | 100 | 9.7 | 4.8 | 16 | 1.1 | e.00 | .00
|
|
|
| 26 | e.05 | e.33 | e1.4 | 53 | 25 | 59 | 19 | 3.9 | 16 | .64 | e.00 | .00
|
| 27 | e.04 | e.30 | e1.3 | 42 | 84 | 43 | 26 | 3.4 | 11 | .49 | e.00 | .00
|
| 28 | e.02 | e.27 | e1.2 | 35 | 397 | 35 | 30 | 2.8 | 4.7 | .37 | e.00 | .00
|
| 29 | e.01 | e.25 | e1.1 | 28 | --- | 29 | 25 | 2.4 | 2.4 | .32 | .00 | .00
|
| 30 | e.00 | e.23 | e1.0 | 22 | --- | 24 | 20 | 2.1 | 1.5 | .32 | .00 | .00
|
|
|
| 31 | e.00 | --- | e1.0 | 1420 | --- | 21 | --- | 4.0 | --- | .27 | .00 | ---
|
| TOTAL | 5.85 | 7.91 | 26.56 | 12935.7 | 9013 | 5353 | 8002.7 | 2128.6 | 611.5 | 1058.41 | 4.72 | 0.00
|
| MEAN | .19 | .26 | .86 | 417 | 322 | 173 | 267 | 68.7 | 20.4 | 34.1 | .15 | .000
|
| MAX | .66 | .70 | 2.5 | 5930 | 3410 | 1240 | 3250 | 740 | 215 | 521 | .64 | .00
|
| MIN | .00 | .00 | .20 | 1.2 | 16 | 21 | 9.7 | 2.1 | 1.2 | .27 | .00 | .00
|
| CFSM | .00 | .00 | .01 | 4.74 | 3.66 | 1.96 | 3.03 | .78 | .23 | .39 | .00 | .00
|
| IN. | .00 | .00 | .01 | 5.47 | 3.81 | 2.26 | 3.38 | .90 | .26 | .45 | .00 | .00
|
e Estimated
| STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1980 - 1999, BY WATER YEAR (WY)
|
|---|
| MEAN | 26.2 | 116 | 111 | 132 | 161 | 154 | 183 | 146 | 45.2 | 23.7 | 4.55 | 19.0
|
| MAX | 140 | 670 | 748 | 417 | 466 | 468 | 721 | 942 | 125 | 123 | 47.7 | 161
|
| (WY) | 1985 | 1986 | 1983 | 1999 | 1985 | 1984 | 1996 | 1995 | 1998 | 1982 | 1981 | 1993
|
| MIN | .000 | .000 | .36 | .028 | 1.78 | 4.05 | 12.4 | 1.35 | .35 | .15 | .000 | .000
|
| (WY) | 1996 | 1996 | 1981 | 1981 | 1996 | 1981 | 1981 | 1988 | 1992 | 1984 | 1991 | 1983
|
| SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1980 - 1999 |
|---|
| ANNUAL TOTAL | 26466.59 | | 39147.95 | | |
|
| ANNUAL MEAN | 72.5 | | 107 | | 92.9 |
|
| HIGHEST ANNUAL MEAN | | | | | 167 | 1983
|
| LOWEST ANNUAL MEAN | | | | | 23.1 | 1987
|
| HIGHEST DAILY MEAN | 1720 | Apr 16 | 5930 | Jan 22 | 11200 | Apr 29 1996
|
| LOWEST DAILY MEAN | .00 | Many days | .00 | Many days | .00 | A
|
| ANNUAL SEVEN-DAY MINIMUM | .00 | Sep 1 | .00 | Aug 21 | .00 | Jul 24 1980
|
| INSTANTANEOUS PEAK FLOW | | | 10600 | Jan 22 | 21200 | Nov 14 1993
|
| INSTANTANEOUS PEAK STAGE | | | 15.19 | Jan 22 | 17.73 | Nov 14 1993
|
| ANNUAL RUNOFF (CFSM) | .82 | | 1.22 | | 1.06 |
|
| ANNUAL RUNOFF (INCHES) | 11.19 | | 16.55 | | 14.34 |
|
| 10 PERCENT EXCEEDS | 169 | | 129 | | 142 |
|
| 50 PERCENT EXCEEDS | 5.5 | | 3.1 | | 4.7 |
|
| 90 PERCENT EXCEEDS | .07 | | .00 | | .00 |
|
A - At times in most years.