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 good 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 | 196 | e300 | 256 | e200 | 2650 | 1510 | 1230 | 3580 | 1770 | 2470 | 356 | 251
|
2 | 220 | e320 | 280 | e250 | 2910 | 1460 | 1220 | 3220 | 2370 | 2920 | 326 | 248
|
3 | 204 | 342 | 249 | e300 | 2840 | 1550 | 1220 | 2960 | 2810 | 2050 | 300 | 239
|
4 | 200 | 409 | 247 | e240 | 2650 | 1670 | 1390 | 2770 | 2570 | 1700 | 285 | 230
|
5 | 205 | 373 | 241 | e200 | 2390 | 1660 | 1540 | 2690 | 5340 | 1500 | 276 | 221
|
|
6 | 222 | 346 | 239 | e230 | 2230 | 1680 | 1460 | 2860 | 4950 | 1350 | 280 | 214
|
7 | 248 | 321 | 256 | e260 | 2450 | 1690 | 1410 | 3670 | 3500 | 1230 | 273 | 209
|
8 | 222 | 304 | 285 | e240 | 4170 | 1660 | 1330 | 3130 | 2950 | 1120 | 293 | 205
|
9 | 209 | 300 | 255 | e230 | 4340 | 1680 | 1450 | 2730 | 2680 | 1050 | 423 | 206
|
10 | 203 | 428 | 241 | e220 | 3830 | 1740 | 1540 | 2510 | 2430 | 962 | 344 | 200
|
|
11 | 197 | 680 | 233 | e210 | 3490 | 1670 | 1460 | 2380 | 2250 | 875 | 280 | 195
|
12 | 191 | 601 | 227 | e205 | 3290 | 1630 | 1430 | 2350 | 2990 | 800 | 314 | 195
|
13 | 188 | 536 | 226 | e200 | 3000 | 1720 | 1300 | 4890 | 5940 | 737 | 3070 | 199
|
14 | 189 | 462 | 221 | e195 | 2690 | 1820 | 1260 | 9140 | 9040 | 678 | 3290 | 200
|
15 | 206 | 415 | 217 | e190 | 2530 | 1870 | 1420 | 6800 | 9480 | 624 | 1630 | 194
|
|
16 | 191 | 388 | 217 | e190 | 2410 | 1960 | 3040 | 4500 | 7450 | 576 | 921 | 188
|
17 | 190 | 366 | 214 | e220 | 2290 | 2100 | 6220 | 4620 | 4310 | 540 | 682 | 184
|
18 | 203 | 341 | 214 | 286 | 2180 | 2120 | 6390 | 5950 | 3630 | 513 | 553 | 183
|
19 | 239 | 321 | 218 | 335 | 2060 | 1920 | 4930 | 4490 | 3200 | 516 | 480 | 188
|
20 | 232 | 307 | 220 | 359 | 1950 | 1800 | 4340 | 3570 | 2750 | 605 | 434 | 187
|
|
21 | 226 | 288 | 229 | 361 | 1830 | 1760 | 4260 | 3190 | 2410 | 743 | 394 | 183
|
22 | 215 | 279 | 200 | 1050 | 1740 | 1710 | 4190 | 2990 | 2190 | 567 | 361 | 177
|
23 | 211 | 271 | e220 | 3190 | 1680 | 1640 | 4080 | 2990 | 2020 | 493 | 346 | 175
|
24 | 208 | 264 | e230 | 4890 | 1640 | 1600 | 3780 | 2690 | 1880 | 462 | 487 | 172
|
25 | 203 | 257 | e240 | 4650 | 1600 | 1540 | 3380 | 2480 | 1880 | 429 | 467 | 169
|
|
26 | 198 | 256 | e240 | 3740 | 1540 | 1460 | 3130 | 2290 | 2300 | 397 | 386 | 168
|
27 | 195 | 250 | e240 | 3490 | 1530 | 1410 | 2990 | 2140 | 2490 | 411 | 339 | 170
|
28 | 207 | 242 | 197 | 3590 | 1560 | 1380 | 4340 | 2020 | 2710 | 449 | 311 | 175
|
29 | 263 | 239 | e180 | 3190 | --- | 1330 | 5110 | 1920 | 2230 | 595 | 293 | 209
|
30 | 351 | 243 | e160 | 2780 | --- | 1270 | 4140 | 1830 | 1860 | 506 | 275 | 239
|
|
31 | e320 | --- | e170 | 2560 | --- | 1230 | --- | 1770 | --- | 399 | 258 | ---
|
TOTAL | 6752 | 10449 | 7062 | 38251 | 69470 | 51240 | 84980 | 105120 | 104380 | 28267 | 18727 | 5973
|
MEAN | 218 | 348 | 228 | 1234 | 2481 | 1653 | 2833 | 3391 | 3479 | 912 | 604 | 199
|
MAX | 351 | 680 | 285 | 4890 | 4340 | 2120 | 6390 | 9140 | 9480 | 2920 | 3290 | 251
|
MIN | 188 | 239 | 160 | 190 | 1530 | 1230 | 1220 | 1770 | 1770 | 397 | 258 | 168
|
CFSM | .12 | .19 | .13 | .68 | 1.38 | .92 | 1.57 | 1.88 | 1.93 | .51 | .33 | .11
|
IN. | .14 | .22 | .15 | .79 | 1.43 | 1.06 | 1.75 | 2.17 | 2.15 | .58 | .39 | .12
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1942 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 526 | 785 | 1047 | 1188 | 1649 | 2162 | 2467 | 2439 | 1861 | 1213 | 663 | 422
|
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 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1942 - 1999 |
---|
ANNUAL TOTAL | 805656 | | 530671 | | |
|
ANNUAL MEAN | 2207 | | 1454 | | 1366 |
|
HIGHEST ANNUAL MEAN | | | | | 3362 | 1993
|
LOWEST ANNUAL MEAN | | | | | 315 | 1954
|
HIGHEST DAILY MEAN | 12200 | May 2 | 9480 | Jun 15 | 38700 | May 19 1943
|
LOWEST DAILY MEAN | 160 A | Dec 30 | 160 A | Dec 30 | 46 | B
|
ANNUAL SEVEN-DAY MINIMUM | 193 | Oct 11 | 172 | Sep 22 | 50 | Oct 8 1963
|
INSTANTANEOUS PEAK FLOW | | | 10700 | Jun 15 | 41200 | May 19 1943
|
INSTANTANEOUS PEAK STAGE | | | 12.29 | Jun 15 | 20.50 C | May 19 1943
|
INSTANTANEOUS LOW FLOW | | | 150 | D | |
|
ANNUAL RUNOFF (CFSM) | 1.22 | | .81 | | .76 |
|
ANNUAL RUNOFF (INCHES) | 16.61 | | 10.94 | | 10.29 |
|
10 PERCENT EXCEEDS | 5330 | | 3530 | | 3270 |
|
50 PERCENT EXCEEDS | 1420 | | 605 | | 660 |
|
90 PERCENT EXCEEDS | 211 | | 200 | | 124 |
|
A - Estimated due to backwater from ice.
B - Sept. 25, 26, Oct. 12-14, 1963.
C - From graph based on gage readings.
D - Dec. 22, observed, Dec. 30, minimum recorded, may have been less during Dec. 22-27.