Station list
Available data
ILLINOIS RIVER BASIN
05520500 KANKAKEE RIVER AT MOMENCE, IL
LOCATION.--Lat 41°09'36", long 87°40'07", in SW1/4NE1/4 sec.24, T.31 N., R.13 E., Kankakee County, Hydrologic Unit
07120001, on right bank at end of Hill Street in Momence, 0.2 mi downstream from bridge on State Highways 1 and 17, 1.2 mi
upstream from Tower Creek, and at mile 47.9.
DRAINAGE AREA.--2,294 mi2, of which 201 mi2 probably is noncontributing.
PERIOD OF RECORD.--February to December 1905, February to July 1906, December 1914 to current year.
REVISED RECORDS.--WSP 1238: 1916, 1930. WSP 1308: 1915(M), 1917(M), 1919(M), 1922(M), 1926(M), 1934-35(M),
1938(M). WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder. Datum of gage is 609.18 ft above sea level. Prior to Aug. 1, 1938, nonrecording gage at site 0.2 mi
upstream at datum 1.00 ft higher. Aug. 1, 1938, to Aug. 8, 1969, water-stage recorder at present site at datum 1.00 ft higher.
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 | 845 | 868 | 928 | e1050 | 5160 | 2500 | 2170 | 6450 | 2460 | 1910 | 867 | 657
|
2 | 825 | 877 | 948 | e870 | 5130 | 2540 | 2130 | 6180 | 2800 | 2360 | 895 | 611
|
3 | 881 | 878 | 986 | e810 | 5020 | 2650 | 2110 | 5930 | 2570 | 2640 | 942 | 581
|
4 | 905 | 851 | 998 | e820 | 4620 | 2730 | 2120 | 5690 | 2340 | 2770 | 934 | 563
|
5 | 907 | 834 | 1050 | e880 | 4280 | 2760 | 2090 | 5480 | 2250 | 2780 | 808 | 569
|
|
6 | 925 | 829 | 1100 | e950 | 4020 | 2910 | 2080 | 5260 | 2130 | 2670 | 779 | 562
|
7 | 940 | 823 | 1300 | e1030 | 3850 | 3040 | 2110 | 4950 | 1990 | 2420 | 754 | 547
|
8 | 983 | 833 | 1380 | e1050 | 3860 | 3070 | 2130 | 4590 | 1850 | 2120 | 736 | 519
|
9 | 1050 | 831 | 1380 | e1020 | 3890 | 3120 | 2230 | 4270 | 1740 | 1840 | 740 | 491
|
10 | 1050 | 906 | 1380 | e1000 | 3800 | 3160 | 2260 | 3960 | 1820 | 1660 | 707 | 483
|
|
11 | 1040 | 973 | 1360 | e980 | 3690 | 3150 | 2300 | 3650 | 1800 | 1500 | 665 | 477
|
12 | 1010 | 983 | 1320 | e960 | 3690 | 3050 | 2500 | 3450 | 2870 | 1400 | 677 | 448
|
13 | 963 | 1010 | 1270 | e940 | 3620 | 2940 | 2710 | 3480 | 3250 | 1300 | 715 | 427
|
14 | 931 | 1030 | 1230 | e930 | 3510 | 2830 | 2860 | 3450 | 3350 | 1200 | 727 | 425
|
15 | 902 | 1050 | 1210 | e920 | 3410 | 2750 | 3020 | 3250 | 2760 | 1130 | 713 | 429
|
|
16 | 880 | 1050 | 1190 | e910 | 3300 | 2770 | 4270 | 3100 | 2470 | 1030 | 704 | 446
|
17 | 892 | 1010 | 1140 | e910 | 3200 | 3310 | 4820 | 2930 | 2300 | 986 | 639 | 450
|
18 | 904 | 979 | 1120 | e900 | 3080 | 3240 | 4420 | 2790 | 2140 | 984 | 561 | 453
|
19 | 892 | 940 | 1110 | e1050 | 2980 | 3070 | 4170 | 2650 | 1960 | 980 | 564 | 501
|
20 | 901 | 930 | 1070 | e1500 | 2870 | 3060 | 3990 | 2540 | 1810 | 949 | 606 | 508
|
|
21 | 907 | 912 | 1060 | e2200 | 2760 | 3080 | 4060 | 2470 | 1710 | 1000 | 637 | 502
|
22 | 886 | 898 | 1020 | e2800 | 2670 | 3110 | 5040 | 2440 | 1610 | 1050 | 641 | 510
|
23 | 859 | 906 | e980 | e3700 | 2560 | 3080 | 7880 | 2380 | 1490 | 1060 | 634 | 508
|
24 | 850 | 907 | e930 | e4400 | 2460 | 2950 | 7680 | 2350 | 1390 | 1260 | 669 | 496
|
25 | 838 | 920 | e840 | e5100 | 2380 | 2800 | 6650 | 2280 | 1380 | 1230 | 729 | 482
|
|
26 | 817 | 919 | e780 | e5600 | 2320 | 2680 | 6000 | 2260 | 1430 | 1100 | 751 | 472
|
27 | 837 | 911 | e750 | e5900 | 2340 | 2580 | 5700 | 2250 | 1560 | 998 | 767 | 462
|
28 | 844 | 899 | e760 | 6000 | 2410 | 2470 | 7560 | 2230 | 1640 | 908 | 795 | 514
|
29 | 848 | 906 | e800 | 5560 | --- | 2360 | 7370 | 2130 | 1690 | 857 | 789 | 573
|
30 | 858 | 917 | e850 | 5360 | --- | 2250 | 6760 | 2010 | 1680 | 808 | 740 | 623
|
|
31 | 858 | --- | e960 | 5240 | --- | 2200 | --- | 1980 | --- | 774 | 693 | ---
|
TOTAL | 28028 | 27580 | 33200 | 71340 | 96880 | 88210 | 121190 | 108830 | 62240 | 45674 | 22578 | 15289
|
MEAN | 904 | 919 | 1071 | 2301 | 3460 | 2845 | 4040 | 3511 | 2075 | 1473 | 728 | 510
|
MAX | 1050 | 1050 | 1380 | 6000 | 5160 | 3310 | 7880 | 6450 | 3350 | 2780 | 942 | 657
|
MIN | 817 | 823 | 750 | 810 | 2320 | 2200 | 2080 | 1980 | 1380 | 774 | 561 | 425
|
CFSM | .39 | .40 | .47 | 1.00 | 1.51 | 1.24 | 1.76 | 1.53 | .90 | .64 | .32 | .22
|
IN. | .45 | .45 | .54 | 1.16 | 1.57 | 1.43 | 1.97 | 1.76 | 1.01 | .74 | .37 | .25
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1905 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 1199 | 1565 | 2000 | 2246 | 2491 | 3284 | 3511 | 2906 | 2198 | 1488 | 1092 | 987
|
MAX | 4739 | 4731 | 6759 | 6250 | 5136 | 7485 | 7438 | 5936 | 5966 | 4471 | 3530 | 4014
|
(WY) | 1994 | 1991 | 1928 | 1991 | 1968 | 1982 | 1950 | 1943 | 1997 | 1996 | 1996 | 1993
|
MIN | 429 | 511 | 547 | 404 | 498 | 1001 | 862 | 883 | 640 | 434 | 378 | 369
|
(WY) | 1964 | 1965 | 1964 | 1918 | 1963 | 1957 | 1915 | 1934 | 1934 | 1988 | 1988 | 1919
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1905 - 1999 |
---|
ANNUAL TOTAL | 975176 | | 721039 | | |
|
ANNUAL MEAN | 2672 | | 1975 | | 2089 |
|
HIGHEST ANNUAL MEAN | | | | | 3743 | 1991
|
LOWEST ANNUAL MEAN | | | | | 857 | 1964
|
HIGHEST DAILY MEAN | 9730 | Mar 19 | 7880 | Apr 23 | 14800 | Mar 7 1979
|
LOWEST DAILY MEAN | 750 A | Dec 27 | 425 | Sep 14 | 248 | Aug 7 1988
|
ANNUAL SEVEN-DAY MINIMUM | 816 | Dec 24 | 440 | Sep 12 | 271 | Aug 3 1988
|
INSTANTANEOUS PEAK FLOW | | | 8510 B | Apr 23 | 16000 A | Mar 6 1979
|
INSTANTANEOUS PEAK STAGE | | | 8.83 C | Jan 24 | 10.51 D | Mar 6 1979
|
INSTANTANEOUS LOW FLOW | | | 420 | Sep 13-15 | 243 | Aug 7 1988
|
ANNUAL RUNOFF (CFSM) | 1.16 | | .86 | | .91 |
|
ANNUAL RUNOFF (INCHES) | 15.81 | | 11.69 | | 12.37 |
|
10 PERCENT EXCEEDS | 5170 | | 4040 | | 4320 |
|
50 PERCENT EXCEEDS | 2310 | | 1260 | | 1590 |
|
90 PERCENT EXCEEDS | 885 | | 651 | | 658 |
|
A - Estimated due to backwater from ice.
B - Gage height, 5.29 ft.
C - Backwater from ice jam.
D - Ice jam.