Station list
Available data
CACHE RIVER BASIN
03612000 CACHE RIVER AT FORMAN, IL
LOCATION.--Lat 37°20'11", long 88°55'26", in NE1/4NW1/4 sec.6, T.14 S., R.3 E., Johnson County, Hydrologic Unit 05140206,
at downstream side of bridge on County Highway 3, 1.2 mi southwest of Forman, and at mile 8.1.
DRAINAGE AREA.--244 mi2.
PERIOD OF RECORD.--October 1922 to July 1924, September 1924 to current year.
REVISED RECORDS.--WSP 623: 1923-24. WSP 823: 1934-35. WSP 1205: 1923-24, 1927-30. WSP 1335: 1923(M), 1925,
1926-27(M), 1928, 1929-30(M), 1931, 1933, 1934-36(M), 1937-39. WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 308.47 ft above sea level. Dec. 30, 1971 to Sept. 30, 1997,
recording gage at same site at datum 10.0 ft. higher. Oct. 1, 1958, to Dec. 30, 1971, nonrecording gage at same site and datum
10.0 ft. higher. See WSP 1705 or 1725 for history of changes prior to Sept. 30, 1958.
REMARKS.--Records fair except those for periods of backwater from the Ohio River, Jan. 13 to Feb. 21, Mar. 6-26, and Apr. 23 to
May 15, and those for estimated daily discharges, which are poor. Flow of lower part of Cache River Basin was diverted from Ohio
River to Mississippi River beginning Oct. 31, 1950, through diversion channel of Mounds-Mound City flood-protection project.
Flow of upper part of Cache River Basin, including flow past this station, continued to discharge to Ohio River, passing through
Post Creek cutoff directly to Ohio River instead of through the original channel of Cache River. 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 | 3.6 | 3.1 | 16 | e70 | e1510 | 272 | 112 | e202 | 24 | 122 | 4.9 | e.94
|
2 | 2.9 | 3.0 | 15 | e700 | e1020 | 193 | 116 | e128 | 591 | 53 | 4.2 | e.88
|
3 | 2.4 | 3.0 | 14 | 1000 | e782 | 141 | 777 | e92 | 603 | 37 | 3.9 | .82
|
4 | 2.1 | 2.4 | 15 | 558 | e750 | 113 | 1980 | e74 | 576 | 30 | 3.9 | .75
|
5 | 2.2 | 3.9 | 25 | e500 | e602 | 97 | 1330 | e440 | 559 | 26 | 3.8 | .68
|
|
6 | 5.2 | 4.5 | 34 | e550 | e463 | e459 | 2510 | e937 | 361 | 24 | 3.4 | .67
|
7 | 85 | 3.6 | 33 | e450 | e729 | e582 | 2580 | e436 | 416 | 21 | 3.1 | .61
|
8 | 157 | 4.0 | 132 | e300 | e588 | e468 | 2210 | e592 | 148 | 18 | 3.5 | .57
|
9 | 91 | 5.7 | 124 | e220 | e483 | e1320 | 1800 | e511 | 100 | 15 | 3.5 | .48
|
10 | 41 | 9.5 | 69 | e170 | e349 | e899 | 1270 | e275 | 77 | 17 | 3.4 | .46
|
|
11 | 24 | 32 | 48 | e120 | e226 | e650 | 868 | e160 | 62 | 25 | 3.0 | .41
|
12 | 15 | 19 | 38 | e160 | e582 | e524 | 617 | e117 | 59 | 40 | 2.8 | .39
|
13 | 10 | 41 | 32 | e264 | e446 | e319 | 412 | e100 | 52 | 34 | 2.4 | .36
|
14 | 8.1 | 30 | 28 | e506 | e271 | e295 | 320 | e92 | 48 | 25 | 2.1 | .36
|
15 | 7.9 | 21 | 24 | e413 | e170 | e390 | 1410 | e90 | 46 | 19 | 2.1 | .26
|
|
16 | 6.1 | 15 | 21 | e230 | e137 | e602 | 1000 | 80 | 53 | 15 | 2.3 | .26
|
17 | 4.7 | 13 | 19 | e253 | e127 | e692 | 820 | 68 | 44 | 13 | 2.3 | .22
|
18 | 6.1 | 11 | 16 | e673 | e120 | e603 | 758 | 62 | 35 | 12 | 2.3 | .33
|
19 | 18 | 9.9 | 15 | e570 | e110 | e577 | 578 | 64 | 30 | 12 | 2.2 | .42
|
20 | 13 | 46 | 15 | e413 | e101 | e577 | 378 | 65 | 219 | 22 | 2.1 | .53
|
|
21 | 14 | 59 | 204 | e238 | e90 | e460 | 267 | 55 | 124 | 122 | e2.0 | .60
|
22 | 15 | 76 | e1000 | e2140 | 86 | e295 | 195 | 48 | 76 | 37 | e1.9 | .72
|
23 | 12 | 55 | e800 | e2830 | 81 | e260 | e143 | 41 | 61 | 34 | e1.8 | .57
|
24 | 9.6 | 39 | 587 | e4130 | 92 | e324 | e112 | 36 | 56 | 20 | e1.7 | .56
|
25 | 7.6 | 30 | 457 | e3820 | 106 | e279 | e92 | 33 | 50 | 12 | e1.6 | .61
|
|
26 | 6.6 | 26 | 182 | e2580 | 112 | e200 | e80 | 30 | 44 | 10 | e1.5 | .53
|
27 | 5.9 | 22 | 130 | e1560 | 107 | 166 | e83 | 28 | 85 | 8.7 | e1.4 | .85
|
28 | 5.1 | 19 | e94 | e816 | 248 | 137 | e188 | 26 | 56 | 7.9 | e1.3 | 1.3
|
29 | 4.6 | 19 | e75 | e499 | --- | 122 | e531 | 24 | 44 | 6.7 | e1.2 | 1.6
|
30 | 3.8 | 18 | e66 | e360 | --- | 109 | e335 | 22 | 37 | 6.0 | e1.1 | 1.2
|
|
31 | 3.4 | --- | e58 | e1290 | --- | 101 | --- | 22 | --- | 5.4 | e1.0 | ---
|
TOTAL | 592.9 | 643.6 | 4386 | 28383 | 10488 | 12226 | 23872 | 4950 | 4736 | 849.7 | 77.7 | 18.94
|
MEAN | 19.1 | 21.5 | 141 | 916 | 375 | 394 | 796 | 160 | 158 | 27.4 | 2.51 | .63
|
MAX | 157 | 76 | 1000 | 4130 | 1510 | 1320 | 2580 | 937 | 603 | 122 | 4.9 | 1.6
|
MIN | 2.1 | 2.4 | 14 | 70 | 81 | 97 | 80 | 22 | 24 | 5.4 | 1.0 | .22
|
CFSM | .08 | .09 | .58 | 3.75 | 1.54 | 1.62 | 3.26 | .65 | .65 | .11 | .01 | .00
|
IN. | .09 | .10 | .67 | 4.33 | 1.60 | 1.86 | 3.64 | .75 | .72 | .13 | .01 | .00
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1923 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 54.2 | 193 | 324 | 499 | 492 | 600 | 581 | 416 | 214 | 89.5 | 73.9 | 57.1
|
MAX | 487 | 1097 | 2192 | 3039 | 1813 | 2268 | 2244 | 1847 | 1759 | 1257 | 826 | 542
|
(WY) | 1928 | 1958 | 1983 | 1950 | 1950 | 1945 | 1927 | 1983 | 1928 | 1958 | 1985 | 1950
|
MIN | .019 | .66 | .58 | 1.38 | 7.05 | 12.4 | 40.7 | 10.4 | 1.37 | 1.71 | .000 | .43
|
(WY) | 1964 | 1954 | 1964 | 1977 | 1934 | 1941 | 1981 | 1930 | 1936 | 1931 | 1930 | 1953
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1923 - 1999 |
---|
ANNUAL TOTAL | 81146.3 | | 91223.84 | | |
|
ANNUAL MEAN | 222 | | 250 | | 297 |
|
HIGHEST ANNUAL MEAN | | | | | 779 | 1950
|
LOWEST ANNUAL MEAN | | | | | 37.5 | 1941
|
HIGHEST DAILY MEAN | 2130 | Mar 20 | 4130 A | Jan 24 | 8780 | Jan 26 1929
|
LOWEST DAILY MEAN | 2.1 | Sep 15,Oct.4 | .22 | Sep 17 | .00 | B
|
ANNUAL SEVEN-DAY MINIMUM | 2.5 | Sep 9 | .31 | Sep 12 | .00 | Jul 29 1930
|
INSTANTANEOUS PEAK FLOW | | | 4540 A | Jan 24 | 9630 | Mar 12 1935
|
INSTANTANEOUS PEAK STAGE | | | 30.44 | Jan 24 | 42.29 C | Mar 12 1935
|
INSTANTANEOUS LOW FLOW | | | .17 | Sep 17 | |
|
ANNUAL RUNOFF (CFSM) | .91 | | 1.02 | | 1.22 |
|
ANNUAL RUNOFF (INCHES) | 12.37 | | 13.91 | | 16.53 |
|
10 PERCENT EXCEEDS | 728 | | 630 | | 851 |
|
50 PERCENT EXCEEDS | 55 | | 53 | | 55 |
|
90 PERCENT EXCEEDS | 4.6 | | 1.6 | | 1.8 |
|
A - Variable backwater.
B - At times in some years.
C - Site then in use, from graph based on gage readings.