Station list
Available data
ILLINOIS RIVER BASIN
05526000 IROQUOIS RIVER NEAR CHEBANSE, IL
LOCATION.--Lat 41°00'32", long 87°49'27", in SE1/4SW1/4 sec.10, T.29 N., R.13 W., Kankakee County, Hydrologic Unit
07120002, on right bank at upstream side of bridge on county highway, 3.1 mi downstream from Beaver Creek, 4.5 mi east of
Chebanse, and at mile 6.5.
DRAINAGE AREA.--2,091 mi2.
PERIOD OF RECORD.--April 1923 to current year.
REVISED RECORDS.--WSP 1308: 1924-28(M), 1930(M), 1936(M), 1938(M), 1942(M), 1947(M). WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 595.99 ft above sea level. Prior to June 16,1976, nonrecording
gage, and June 17, 1976 to Aug. 13, 1979 water-stage recorder at site 600 ft upstream at datum 2.00 ft higher. Aug. 14 to
Oct. 24, 1979, nonrecording gage at present site at datum 2.00 ft higher.
REMARKS.--Records good except those for estimated daily discharges, which are poor. Gage-height telemeter at station.
EXTREMES OUTSIDE PERIOD OF RECORD.--Flood in spring of 1913 reached a stage of 21.6 ft, present datum, discharge about
34,000 ft3/s.
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 | 82 | 109 | 127 | e128 | 4600 | 3730 | 1060 | 4130 | 877 | 1390 | 128 | 70
|
2 | 81 | 111 | 137 | e130 | 4150 | 3650 | 1060 | 3720 | 1410 | 2080 | 123 | 66
|
3 | 82 | 113 | 134 | e120 | 3890 | 3830 | 1040 | 3340 | 2260 | 2070 | 111 | 63
|
4 | 84 | 123 | 134 | e108 | 3480 | 4470 | 1030 | 2960 | 2750 | 1810 | 98 | 59
|
5 | 88 | 121 | 142 | e94 | 2980 | 4570 | 1010 | 2590 | 2440 | 1450 | 91 | 57
|
|
6 | 97 | 120 | 147 | e98 | 2500 | 4560 | 1050 | 2300 | 2080 | 1120 | 84 | 51
|
7 | 101 | 119 | 151 | e103 | 2250 | 4790 | 1060 | 2230 | 1920 | 882 | 83 | 54
|
8 | 103 | 118 | 171 | e108 | 2670 | 4690 | 1010 | 2070 | 1650 | 694 | 85 | 50
|
9 | 108 | 116 | 169 | e105 | 4300 | 4200 | 1010 | 1930 | 1600 | 555 | 101 | 47
|
10 | 121 | 153 | 163 | e102 | 5000 | 3710 | 1020 | 1680 | 1510 | 450 | 98 | 45
|
|
11 | 133 | 132 | 169 | e100 | 4720 | 3210 | 1030 | 1480 | 1690 | 393 | 89 | 43
|
12 | 130 | 130 | 170 | e98 | 4220 | 2770 | 1180 | 1390 | 2850 | 337 | 100 | 42
|
13 | 117 | 143 | 163 | e97 | 3780 | 2430 | 1570 | 1610 | 5190 | 294 | 358 | 41
|
14 | 103 | 197 | 163 | e97 | 3350 | 2210 | 1450 | 2170 | 5730 | 258 | 497 | 40
|
15 | 97 | 215 | 158 | e97 | 2820 | 2110 | 1370 | 2950 | 4470 | 229 | 399 | 37
|
|
16 | 97 | 211 | 148 | e102 | 2400 | 2290 | 4030 | 3010 | 3260 | 204 | 309 | 37
|
17 | 100 | 185 | 144 | e120 | 2160 | 3360 | 10500 | 2570 | 2410 | 186 | 227 | 41
|
18 | 91 | 176 | 160 | e150 | 1990 | 3980 | 12100 | 2100 | 1850 | 179 | 171 | 41
|
19 | 86 | 163 | 137 | e200 | 1850 | 3680 | 12500 | 1760 | 1470 | 178 | 135 | 41
|
20 | 85 | 149 | 142 | e280 | 1700 | 3140 | 11500 | 1540 | 1230 | 185 | 121 | 36
|
|
21 | 84 | 145 | 146 | e500 | 1540 | 2730 | 9510 | 1380 | 1060 | 367 | 108 | 36
|
22 | 89 | 151 | e144 | e1000 | 1400 | 2390 | 7440 | 1300 | 942 | 395 | 96 | 42
|
23 | 90 | 128 | e138 | e3000 | 1280 | 2070 | 6860 | 1310 | 858 | 353 | 87 | 46
|
24 | 90 | 121 | e129 | e8000 | 1200 | 1810 | 5940 | 1330 | 852 | 484 | 84 | 38
|
25 | 86 | 124 | e120 | e12000 | 1140 | 1610 | 4840 | 1320 | 930 | 443 | 84 | 43
|
|
26 | 82 | 121 | e112 | e13500 | 1100 | 1460 | 4130 | 1280 | 1140 | 314 | 92 | 43
|
27 | 87 | 120 | e108 | e13400 | 1510 | 1330 | 3640 | 1180 | 1190 | 244 | 98 | 34
|
28 | 96 | 122 | e108 | 12400 | 3040 | 1250 | 3410 | 1060 | 1110 | 211 | 97 | 38
|
29 | 103 | 130 | e112 | 9840 | --- | 1180 | 3990 | 960 | 1130 | 182 | 80 | 51
|
30 | 105 | 127 | e118 | 7430 | --- | 1130 | 4430 | 888 | 1080 | 166 | 81 | 66
|
|
31 | 102 | --- | e122 | 5610 | --- | 1090 | --- | 852 | --- | 149 | 75 | ---
|
TOTAL | 3000 | 4193 | 4386 | 89117 | 77020 | 89430 | 121770 | 60390 | 58939 | 18252 | 4390 | 1398
|
MEAN | 96.8 | 140 | 141 | 2875 | 2751 | 2885 | 4059 | 1948 | 1965 | 589 | 142 | 46.6
|
MAX | 133 | 215 | 171 | 13500 | 5000 | 4790 | 12500 | 4130 | 5730 | 2080 | 497 | 70
|
MIN | 81 | 109 | 108 | 94 | 1100 | 1090 | 1010 | 852 | 852 | 149 | 75 | 34
|
CFSM | .05 | .07 | .07 | 1.37 | 1.32 | 1.38 | 1.94 | .93 | .94 | .28 | .07 | .02
|
IN. | .05 | .07 | .08 | 1.59 | 1.37 | 1.59 | 2.17 | 1.07 | 1.05 | .32 | .08 | .02
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1923 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 701 | 964 | 1541 | 1934 | 2520 | 3163 | 3248 | 2701 | 2013 | 1235 | 461 | 569
|
MAX | 8019 | 5850 | 8203 | 9079 | 7425 | 11210 | 8396 | 10910 | 7934 | 7004 | 2497 | 7372
|
(WY) | 1994 | 1986 | 1928 | 1950 | 1982 | 1982 | 1950 | 1943 | 1958 | 1993 | 1977 | 1993
|
MIN | 25.5 | 37.2 | 40.7 | 26.1 | 82.3 | 200 | 574 | 169 | 94.6 | 33.0 | 33.7 | 26.3
|
(WY) | 1957 | 1965 | 1964 | 1945 | 1931 | 1931 | 1931 | 1934 | 1934 | 1934 | 1988 | 1941
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1923 - 1999 |
---|
ANNUAL TOTAL | 1046747 | | 532285 | | |
|
ANNUAL MEAN | 2868 | | 1458 | | 1753 |
|
HIGHEST ANNUAL MEAN | | | | | 4477 | 1993
|
LOWEST ANNUAL MEAN | | | | | 365 | 1931
|
HIGHEST DAILY MEAN | 19600 | May 10 | 13500 A | Jan 26 | 27000 | Mar 7 1979
|
LOWEST DAILY MEAN | 77 | Sep 29 | 34 | Sep 27 | 10 | Oct 6 1956
|
ANNUAL SEVEN-DAY MINIMUM | 80 | Sep 27 | 38 | Sep 15 | 14 | Aug 2 1934
|
INSTANTANEOUS PEAK FLOW | | | 14000 A | Jan 27 | 27000 | B
|
INSTANTANEOUS PEAK STAGE | | | 14.23 C | Jan 27 | 21.68 D | Mar 7 1979
|
INSTANTANEOUS LOW FLOW | | | 29 | Sep 16 | 9.0 | E
|
ANNUAL RUNOFF (CFSM) | 1.37 | | .70 | | .84 |
|
ANNUAL RUNOFF (INCHES) | 18.62 | | 9.47 | | 11.39 |
|
10 PERCENT EXCEEDS | 8480 | | 4010 | | 4780 |
|
50 PERCENT EXCEEDS | 1260 | | 309 | | 735 |
|
90 PERCENT EXCEEDS | 101 | | 82 | | 79 |
|
A - Estimated due to backwater from ice.
B - May 13, 1933, Mar. 7, 1979.
C - Ice jam.
D - Present datum, ice jam.
E - Oct. 6-8, 1956.