Station list
Available data
ILLINOIS RIVER BASIN
05582000 SALT CREEK NEAR GREENVIEW, IL
LOCATION.--Lat 40°08'01", long 89°44'08", in NE1/4NE1/4 sec.2, T.19 N., R.6 W., Menard County, Hydrologic Unit 07130009,
on left downstream side of bridge on State Highway 29, 3.3 mi downstream from Pike Creek, 3.5 mi north of Greenview, and at
mile 4.9.
DRAINAGE AREA.--1,804 mi2.
PERIOD OF RECORD.--October 1941 to current year.
REVISED RECORDS.--WSP 1175: 1948(P). WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 479.00 ft above sea level (U.S. Army Corps of Engineers
bench mark). Prior to Nov. 3, 1972, nonrecording gage at same site and datum.
REMARKS.--Records are fair. U.S. Army Corps of Engineers satellite 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 | 155 | 134 | 1080 | 650 | 1420 | 2610 | 4810 | 11900 | 2070 | 5750 | 715 | 300
|
2 | 156 | 134 | 1340 | 786 | 1420 | 2440 | 4680 | 12200 | 1920 | 3910 | 675 | 292
|
3 | 133 | 145 | 1070 | 747 | 1380 | 2300 | 4080 | 11300 | 1800 | 3380 | 644 | 280
|
4 | 129 | 133 | 926 | 719 | 1330 | 2180 | 4070 | 9340 | 1690 | 3050 | 655 | 271
|
5 | 126 | 140 | 819 | 947 | 1300 | 2010 | 4070 | 7740 | 1640 | 2760 | 1450 | 258
|
|
6 | 126 | 157 | 726 | 1300 | 1270 | 1940 | 3730 | 6070 | 1560 | 2540 | 2840 | 250
|
7 | 124 | 197 | 656 | 1660 | 1220 | 1920 | 3470 | 6900 | 1460 | 2760 | 1770 | 236
|
8 | 123 | 191 | 609 | 2690 | 1170 | 2100 | 4440 | 9480 | 1390 | 5050 | 1150 | 234
|
9 | 124 | 192 | 589 | 5400 | 1130 | 4570 | 4850 | 10200 | 1840 | 4010 | 903 | 227
|
10 | 124 | 177 | 585 | 5020 | 1120 | 5120 | 3830 | 8220 | 2470 | 3230 | 759 | 223
|
|
11 | 127 | 165 | 577 | 4030 | 1420 | 5020 | 3440 | 6360 | 2820 | 2790 | 675 | 223
|
12 | 124 | 160 | 574 | 3540 | 3330 | 4720 | 3200 | 5780 | 5200 | 2490 | 612 | 218
|
13 | 129 | 156 | 576 | 3080 | 3410 | 4310 | 3050 | 6140 | 5090 | 2270 | 543 | 213
|
14 | 137 | 161 | 568 | 2680 | 2780 | 3400 | 3770 | 5290 | 4140 | 2090 | 505 | 214
|
15 | 154 | 156 | 548 | 2490 | 2420 | 3130 | 3930 | 4530 | 5000 | 1930 | 472 | 214
|
|
16 | 131 | 152 | 543 | 2360 | 2250 | 2930 | 3510 | 4020 | 7830 | 1810 | 482 | 214
|
17 | 143 | 158 | 537 | 2120 | 2280 | 3190 | 3120 | 3470 | 10200 | 1690 | 453 | 211
|
18 | 130 | 154 | 534 | 1900 | 2790 | 7770 | 2760 | 3050 | 9460 | 1590 | 1220 | 207
|
19 | 124 | 153 | 533 | 1680 | 3200 | 8860 | 2560 | 2790 | 7030 | 1500 | 1520 | 204
|
20 | 122 | 150 | 521 | 1560 | 3080 | 8410 | 2420 | 2680 | 6820 | 1440 | 1060 | 204
|
|
21 | 119 | 148 | 507 | 1490 | 2960 | 9830 | 2400 | 2520 | 6020 | 1320 | 703 | 204
|
22 | 117 | 147 | 506 | 1440 | 2750 | 10000 | 2350 | 2500 | 5290 | 1280 | 570 | 201
|
23 | 120 | 147 | 534 | 1390 | 2590 | 9380 | 2170 | 2830 | 7350 | 1400 | 493 | 198
|
24 | 124 | 145 | 588 | 1320 | 2530 | 7940 | 2040 | 3930 | 6560 | 1240 | 443 | 197
|
25 | 122 | 145 | 815 | 1260 | 2450 | 6580 | 1940 | 4460 | 4930 | 1100 | 406 | 223
|
|
26 | 130 | 146 | 1100 | 1200 | 2420 | 5900 | 1870 | 3840 | 4040 | 1010 | 376 | 225
|
27 | 131 | 145 | 1030 | 1180 | 2640 | 5210 | 1740 | 3290 | 3600 | 944 | 351 | 207
|
28 | 165 | 174 | 954 | 1240 | 2860 | 4990 | 1600 | 2890 | 3190 | 892 | 345 | 207
|
29 | 146 | 256 | 912 | 1360 | --- | 5940 | 1900 | 2620 | 4470 | 833 | 354 | 201
|
30 | 147 | 411 | 875 | 1510 | --- | 5510 | 9390 | 2400 | 7910 | 788 | 339 | 194
|
|
31 | 137 | --- | 798 | 1470 | --- | 4910 | --- | 2260 | --- | 759 | 315 | ---
|
TOTAL | 4099 | 5029 | 22530 | 60219 | 60920 | 155120 | 101190 | 171000 | 134790 | 67606 | 23798 | 6750
|
MEAN | 132 | 168 | 727 | 1943 | 2176 | 5004 | 3373 | 5516 | 4493 | 2181 | 768 | 225
|
MAX | 165 | 411 | 1340 | 5400 | 3410 | 10000 | 9390 | 12200 | 10200 | 5750 | 2840 | 300
|
MIN | 117 | 133 | 506 | 650 | 1120 | 1920 | 1600 | 2260 | 1390 | 759 | 315 | 194
|
CFSM | .07 | .09 | .40 | 1.08 | 1.21 | 2.77 | 1.87 | 3.06 | 2.49 | 1.21 | .43 | .12
|
IN. | .08 | .10 | .46 | 1.24 | 1.26 | 3.20 | 2.09 | 3.53 | 2.78 | 1.39 | .49 | .14
|
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1942 - 1998, BY WATER YEAR (WY)
|
---|
MEAN | 532 | 793 | 1062 | 1187 | 1634 | 2171 | 2461 | 2422 | 1833 | 1219 | 664 | 426
|
MAX | 3666 | 7170 | 7545 | 6674 | 5363 | 8252 | 7523 | 9888 | 8412 | 5819 | 7914 | 4890
|
(WY) | 1978 | 1986 | 1983 | 1993 | 1951 | 1979 | 1979 | 1995 | 1974 | 1981 | 1981 | 1993
|
MIN | 65.0 | 72.7 | 65.6 | 81.7 | 89.5 | 238 | 208 | 308 | 191 | 115 | 101 | 68.1
|
(WY) | 1964 | 1964 | 1964 | 1956 | 1989 | 1954 | 1956 | 1963 | 1963 | 1988 | 1963 | 1954
|
SUMMARY STATISTICS | FOR 1997 CALENDAR YEAR | FOR 1998 WATER YEAR | WATER YEARS 1942 - 1998 |
---|
ANNUAL TOTAL | 324347 | | 813051 | | |
|
ANNUAL MEAN | 889 | | 2228 | | 1365 |
|
HIGHEST ANNUAL MEAN | | | | | 3362 | 1993
|
LOWEST ANNUAL MEAN | | | | | 315 | 1954
|
HIGHEST DAILY MEAN | 6970 | Feb 28 | 12200 | May 2 | 38700 | May 19 1943
|
LOWEST DAILY MEAN | 117 | Oct 22 | 117 | Oct 22 | 46 | A
|
ANNUAL SEVEN-DAY MINIMUM | 121 | Oct 19 | 121 | Oct 19 | 50 | Oct 8 1963
|
INSTANTANEOUS PEAK FLOW | | | 12500 | May 2 | 41200 | May 19 1943
|
INSTANTANEOUS PEAK STAGE | | | 13.31 | May 2 | 20.50 B | May 19 1943
|
INSTANTANEOUS LOW FLOW | | | 116 | Oct 22-23 | |
|
ANNUAL RUNOFF (CFSM) | .49 | | 1.23 | | .76 |
|
ANNUAL RUNOFF (INCHES) | 6.69 | | 16.77 | | 10.28 |
|
10 PERCENT EXCEEDS | 2320 | | 5330 | | 3270 |
|
50 PERCENT EXCEEDS | 522 | | 1420 | | 660 |
|
90 PERCENT EXCEEDS | 147 | | 147 | | 124 |
|
A - Sept. 25, 26, Oct. 12-14, 1963.
B - From graph based on gage readings.