Station list
Available data
ILLINOIS RIVER BASIN
05569500 SPOON RIVER AT LONDON MILLS, IL
LOCATION.--Lat 40°42'32", long 90°16'53", in SW1/4NE1/4 sec.4, T.8 N., R.2 E., Fulton County, Hydrologic Unit 07130005, on
left bank at downstream side of bridge on State Highway 116, 0.2 mi downstream from a railroad bridge, 0.5 mi west of London
Mills, 0.5 mi upstream from Cedar Creek, 4.0 mi downstream from Littlers Creek, and at mile 69.2.
DRAINAGE AREA.--1,072 mi2. Area at site used prior to April 26, 1984, 1,062 mi2.
PERIOD OF RECORD.--October 1942 to current year.
REVISED RECORDS.--WSP 1175: 1947. WDR IL-84-2: 1948(M), 1950(M), 1951, 1954(M), 1955, 1958, 1960, 1962, 1964,
1965, 1970, and drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 508.97 ft above sea level. Prior to July 13, 1945, nonrecording
gage at same site and datum. July 14, 1945, to Apr. 26, 1984, at site 0.9 mi upstream at same datum.
REMARKS.--Records good except those for June 1- Aug. 19, which are fair, and those for estimated daily discharges, which are poor.
U.S. Army Corps of Engineers satellite telemeter at station.
EXTREMES OUTSIDE PERIOD OF RECORD.--Flood of Aug. 26, 1924, reached a stage of 27.08 ft, from information by local
residents.
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 | 129 | 590 | 543 | e380 | 2280 | 766 | 573 | 2430 | 1130 | 2440 | 198 | 82
|
2 | 132 | 583 | 499 | e480 | 2530 | 710 | 572 | 2050 | 2330 | 1610 | 180 | 78
|
3 | 135 | 678 | 478 | e470 | 2790 | 689 | 570 | 1840 | 1850 | 1060 | 167 | 76
|
4 | 144 | 768 | 484 | e450 | 2470 | 663 | 630 | 1680 | 1530 | 854 | 157 | 76
|
5 | 244 | 724 | 462 | e430 | 2010 | 642 | 575 | 1620 | 2000 | 749 | 149 | 73
|
|
6 | 628 | 662 | 515 | e520 | 1780 | 678 | 548 | 1500 | 1800 | 674 | 143 | 70
|
7 | 527 | 615 | 1690 | e480 | 1650 | 660 | 552 | 1390 | 1400 | 614 | 162 | 68
|
8 | 388 | 589 | 1970 | e450 | 1540 | 607 | 517 | 1290 | 1280 | 562 | 196 | 67
|
9 | 296 | 640 | 1520 | e430 | 1440 | e560 | 1280 | 1190 | 2700 | 528 | 165 | 63
|
10 | 248 | 1400 | 1210 | e410 | 1340 | e640 | 1450 | 1110 | 3610 | 498 | 151 | 61
|
|
11 | 224 | 2830 | 1060 | e390 | 1340 | e680 | 1120 | 1060 | 2410 | 456 | 141 | 59
|
12 | 207 | 2260 | 971 | e370 | 1930 | 673 | 922 | 1070 | 1570 | 419 | 251 | 58
|
13 | 190 | 1570 | 910 | e360 | 1790 | 648 | 797 | 4260 | 1830 | 393 | 363 | 59
|
14 | 175 | 1350 | 848 | e350 | 1450 | 656 | 740 | 6880 | 3310 | 371 | 284 | 58
|
15 | 167 | 1210 | 787 | e345 | 1360 | 684 | 808 | 7840 | 3200 | 346 | 220 | 58
|
|
16 | 169 | 1100 | 751 | e340 | 1280 | 797 | 3180 | 6680 | 1780 | 325 | 145 | 57
|
17 | 219 | 1020 | 726 | e340 | 1200 | 1120 | 4990 | 4620 | 1500 | 309 | 113 | 55
|
18 | 1800 | 930 | 694 | e355 | 1100 | 1390 | 3950 | 5840 | 1320 | 298 | 102 | 56
|
19 | 3240 | 872 | 663 | e370 | 1040 | 1260 | 2680 | 3610 | 1210 | 303 | 97 | 56
|
20 | 2680 | 825 | 612 | e400 | 973 | 1050 | 2160 | 2580 | 1130 | 663 | 98 | 56
|
|
21 | 1530 | 770 | 555 | e440 | 909 | 959 | 1910 | 2210 | 1050 | 403 | 97 | 55
|
22 | 1120 | 730 | 464 | 4110 | 841 | 886 | 1740 | 2250 | 981 | 307 | 95 | 53
|
23 | 960 | 706 | e420 | 7200 | 837 | 809 | 2310 | 2140 | 938 | 250 | 105 | 53
|
24 | 853 | 671 | e470 | 7690 | 835 | 765 | 2720 | 1850 | 1200 | 460 | 911 | 53
|
25 | 775 | 622 | e540 | 7150 | 812 | 717 | 2160 | 1640 | 1210 | 283 | 387 | 52
|
|
26 | 711 | 605 | e570 | e5770 | 795 | 664 | 1830 | 1490 | 947 | 230 | 233 | 51
|
27 | 666 | 579 | e560 | e3750 | 792 | 633 | 1750 | 1370 | 938 | 214 | 156 | 53
|
28 | 706 | 544 | e550 | 4880 | 805 | 631 | 2770 | 1280 | 1570 | 532 | 124 | 1870
|
29 | 785 | 538 | e500 | 4160 | --- | 630 | 4220 | 1200 | 1000 | 509 | 107 | 1500
|
30 | 736 | 543 | e400 | 2750 | --- | 597 | 3330 | 1140 | 859 | 283 | 95 | 600
|
|
31 | 650 | --- | e300 | 2300 | --- | 575 | --- | 1080 | --- | 225 | 87 | ---
|
TOTAL | 21434 | 27524 | 22722 | 58320 | 39919 | 23439 | 53354 | 78190 | 49583 | 17168 | 5879 | 5626
|
MEAN | 691 | 917 | 733 | 1881 | 1426 | 756 | 1778 | 2522 | 1653 | 554 | 190 | 188
|
MAX | 3240 | 2830 | 1970 | 7690 | 2790 | 1390 | 4990 | 7840 | 3610 | 2440 | 911 | 1870
|
MIN | 129 | 538 | 300 | 340 | 792 | 560 | 517 | 1060 | 859 | 214 | 87 | 51
|
CFSM | .64 | .86 | .68 | 1.75 | 1.33 | .71 | 1.66 | 2.35 | 1.54 | .52 | .18 | .17
|
IN. | .74 | .96 | .79 | 2.02 | 1.39 | .81 | 1.85 | 2.71 | 1.72 | .60 | .20 | .20
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1943 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 306 | 401 | 472 | 682 | 940 | 1205 | 1327 | 1235 | 1105 | 728 | 335 | 358
|
MAX | 3647 | 2196 | 3090 | 3262 | 3185 | 4185 | 3905 | 4793 | 6036 | 4654 | 2989 | 3715
|
(WY) | 1987 | 1986 | 1983 | 1974 | 1949 | 1979 | 1983 | 1995 | 1974 | 1993 | 1993 | 1970
|
MIN | 15.1 | 23.0 | 14.3 | 11.3 | 35.4 | 132 | 71.2 | 94.3 | 80.8 | 30.2 | 11.1 | 10.4
|
(WY) | 1964 | 1950 | 1964 | 1977 | 1989 | 1956 | 1956 | 1989 | 1963 | 1988 | 1989 | 1988
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1943 - 1999 |
---|
ANNUAL TOTAL | 485505 | | 403158 | | |
|
ANNUAL MEAN | 1330 | | 1105 | | 756 |
|
HIGHEST ANNUAL MEAN | | | | | 2205 | 1993
|
LOWEST ANNUAL MEAN | | | | | 150 | 1989
|
HIGHEST DAILY MEAN | 8090 | Mar 19 | 7840 | May 15 | 35100 | Jun 23 1974
|
LOWEST DAILY MEAN | 95 | Sep 13 | 51 | Sep 26 | 3.0 | Sep 15 1988
|
ANNUAL SEVEN-DAY MINIMUM | 101 | Sep 7 | 53 | Sep 21 | 3.3 | Sep 12 1988
|
INSTANTANEOUS PEAK FLOW | | | 8110 | May 15 | 41000 | Jun 23 1974
|
INSTANTANEOUS PEAK STAGE | | | 18.69 | May 15 | 28.03 A | Jun 23 1974
|
INSTANTANEOUS LOW FLOW | | | 50 | Sep 26, 27 | 2.6 | Sep 16 1988
|
ANNUAL RUNOFF (CFSM) | 1.24 | | 1.03 | | .71 |
|
ANNUAL RUNOFF (INCHES) | 16.85 | | 13.99 | | 9.58 |
|
10 PERCENT EXCEEDS | 2720 | | 2430 | | 1740 |
|
50 PERCENT EXCEEDS | 1060 | | 684 | | 330 |
|
90 PERCENT EXCEEDS | 168 | | 111 | | 43 |
|
A - From graph based on gage readings.