Station list
Available data
WABASH RIVER BASIN
03339000 VERMILION RIVER NEAR DANVILLE, IL
LOCATION.--Lat 40°06'03", long 87°35'52", in NW1/4NW1/4 sec.22, T.19 N., R.11 W., Vermilion County, Hydrologic Unit
05120109, on right bank at Danville sewage-treatment plant, 1.7 mi upstream from Stony Creek, 2.2 mi southeast of Danville,
and at mile 19.5.
DRAINAGE AREA.--1,290 mi2.
PERIOD OF RECORD.--October 1914 to September 1921, June 1928 to current year. Monthly discharge only for some periods,
published in WSP 1305.
REVISED RECORDS.--WSP 853: 1936(M). WSP 973: 1939. WSP 1305: 1915-16, 1920, 1929. WSP 1335:
1934(m). WSP 1909: 1960. WDR IL-75-1: Drainage area. WDR IL-84-1: 1983. WDR IL-92-1: 1991.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 503.33 ft above sea level (levels by U.S. Army Corps of
Engineers). Prior to Jan. 9, 1935, nonrecording gage at same site and datum. Jan. 9, 1935 to Aug. 30, 1982, at site 0.3 mi
downstream at same datum.
REMARKS.--Records good except those for Oct. 29-30, Nov 2-5, 7-9, Dec. 23-24, 30-31, Jan. 1, 3-5, 7, 9-10, Feb. 13, Jun. 17,
Jul. 7,10, 12-14, 23, and 27, and estimated daily discharges, which are poor. Flow regulated at times by storage
at Lake Vermilion on North Fork Vermilion River, 4.5 mi upstream from station, usable capacity, 7,440 acre-ft, and by Danville
sewage-treatment plant. 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 | 75 | 311 | 169 | e111 | 2620 | 1190 | 642 | 1130 | 841 | 447 | 105 | 57
|
2 | 68 | 238 | 155 | e120 | 3070 | 1000 | 675 | 1070 | 3210 | 525 | 88 | 56
|
3 | 76 | 225 | 158 | e180 | 2730 | 2010 | 639 | 1020 | 3820 | 622 | 80 | 55
|
4 | 81 | 320 | 149 | e160 | 2270 | 2710 | 755 | 949 | 2340 | 485 | 75 | 54
|
5 | 93 | 387 | 157 | e130 | 1700 | 2000 | 627 | 917 | 2080 | 396 | 70 | 57
|
|
6 | 753 | 288 | 196 | e140 | 1360 | 2280 | 565 | 994 | 2250 | 316 | 69 | 55
|
7 | 701 | 212 | 324 | e150 | 4120 | 2570 | 573 | 1550 | 1520 | 283 | 68 | 50
|
8 | 498 | 170 | 228 | e140 | 8320 | 1920 | 591 | 1290 | 1280 | 260 | 72 | 47
|
9 | 383 | 166 | 187 | e135 | 6360 | 1680 | 814 | 991 | 1090 | 221 | 68 | 44
|
10 | 239 | 819 | 161 | e130 | 4170 | 1510 | 958 | 876 | 950 | 200 | 78 | 45
|
|
11 | 150 | 1200 | 149 | e128 | 3080 | 1260 | 1240 | 801 | 1050 | 183 | 68 | 68
|
12 | 116 | 881 | 142 | e125 | 3090 | 1120 | 1680 | 785 | 968 | e167 | 64 | 80
|
13 | 105 | 566 | 142 | e123 | 2760 | 1220 | 1190 | 1790 | 1530 | e150 | 163 | 61
|
14 | 135 | 477 | 137 | e121 | 1930 | 1320 | 968 | 3120 | 3290 | 137 | 393 | 50
|
15 | 135 | 437 | 189 | e120 | 1680 | 1310 | 1460 | 2300 | 1940 | 130 | 211 | 50
|
|
16 | 108 | 378 | 132 | e130 | 1650 | 1280 | 6320 | 1710 | 1200 | 123 | 123 | 50
|
17 | 97 | 307 | 130 | e180 | 1520 | 1920 | 9400 | 1410 | 924 | 137 | 92 | 48
|
18 | 122 | 270 | 129 | e400 | 1390 | 1720 | 8450 | 1270 | 777 | 133 | 78 | 48
|
19 | 121 | 258 | 137 | e1500 | 1270 | 1210 | 5720 | 1230 | 690 | 142 | 71 | 47
|
20 | 129 | 237 | 135 | e1200 | 1160 | 1150 | 3630 | 1050 | 659 | 390 | 65 | 46
|
|
21 | 118 | 214 | 151 | e1000 | 1040 | 1100 | 3230 | 975 | 621 | 223 | 62 | 46
|
22 | 97 | 184 | 130 | e4000 | 974 | 1020 | 3520 | 1670 | 583 | 204 | 62 | 45
|
23 | 95 | 178 | 135 | e11000 | 906 | 851 | 2810 | 2060 | 518 | 163 | 61 | 45
|
24 | 92 | 173 | 132 | 12500 | 854 | 823 | 2240 | 1580 | 572 | e160 | 60 | 41
|
25 | 91 | 190 | 137 | 9130 | 916 | 842 | 1850 | 1310 | 692 | e163 | 62 | 39
|
|
26 | 91 | 228 | 136 | 5330 | 861 | 780 | 1660 | 1130 | 786 | e166 | 87 | 39
|
27 | 95 | 255 | 133 | 3710 | 827 | 674 | 1550 | 953 | 736 | 159 | 94 | 39
|
28 | 113 | 227 | 128 | 3320 | 927 | 731 | 1410 | 822 | 974 | 177 | 87 | 52
|
29 | 113 | 176 | e120 | 2640 | --- | 755 | 1350 | 768 | 673 | 208 | 88 | 87
|
30 | 483 | 173 | e120 | 2090 | --- | 625 | 1290 | 734 | 519 | 226 | 79 | 152
|
|
31 | 315 | --- | e110 | 1810 | --- | 609 | --- | 722 | --- | 130 | 66 | ---
|
TOTAL | 5888 | 10145 | 4738 | 61953 | 63555 | 41190 | 67807 | 38977 | 39083 | 7426 | 2909 | 1653
|
MEAN | 190 | 338 | 153 | 1998 | 2270 | 1329 | 2260 | 1257 | 1303 | 240 | 93.8 | 55.1
|
MAX | 753 | 1200 | 324 | 12500 | 8320 | 2710 | 9400 | 3120 | 3820 | 622 | 393 | 152
|
MIN | 68 | 166 | 110 | 111 | 827 | 609 | 565 | 722 | 518 | 123 | 60 | 39
|
CFSM | .15 | .26 | .12 | 1.55 | 1.76 | 1.03 | 1.75 | .97 | 1.01 | .19 | .07 | .04
|
IN. | .17 | .29 | .14 | 1.79 | 1.83 | 1.19 | 1.96 | 1.12 | 1.13 | .21 | .08 | .05
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1915 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 332 | 586 | 875 | 1153 | 1423 | 1723 | 1883 | 1689 | 1226 | 764 | 411 | 258
|
MAX | 3346 | 5743 | 3593 | 6930 | 4818 | 5383 | 6846 | 7615 | 5290 | 4008 | 3049 | 2807
|
(WY) | 1978 | 1986 | 1991 | 1950 | 1982 | 1979 | 1994 | 1943 | 1998 | 1993 | 1979 | 1993
|
MIN | 12.8 | 22.8 | 27.3 | 27.8 | 39.6 | 59.6 | 190 | 83.7 | 43.3 | 26.6 | 17.9 | 14.4
|
(WY) | 1921 | 1921 | 1915 | 1977 | 1931 | 1931 | 1915 | 1934 | 1934 | 1934 | 1930 | 1920
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1915 - 1999 |
---|
ANNUAL TOTAL | 639155 | | 345324 | | |
|
ANNUAL MEAN | 1751 | | 946 | | 1024 |
|
HIGHEST ANNUAL MEAN | | | | | 2694 | 1993
|
LOWEST ANNUAL MEAN | | | | | 139 | 1954
|
HIGHEST DAILY MEAN | 20400 | Jun 16 | 12500 | Jan 24 | 45100 | Apr 13 1994
|
LOWEST DAILY MEAN | 68 | Oct 2 | 39 | Sep 25 - 27 | 2.0 | A
|
ANNUAL SEVEN-DAY MINIMUM | 78 | Sep 28 | 42 | Sep 21 | 2.1 | Oct 8 1920
|
INSTANTANEOUS PEAK FLOW | | | 13300 B | Jan 24 | 48700 C | Mar 13 1939
|
INSTANTANEOUS PEAK STAGE | | | 17.28 D | Jan 23 | 31.56 E | Apr 13 1994
|
INSTANTANEOUS LOW FLOW | | | 35 | Sep 28 | |
|
ANNUAL RUNOFF (CFSM) | 1.36 | | .73 | | .79 |
|
ANNUAL RUNOFF (INCHES) | 18.43 | | 9.96 | | 10.79 |
|
10 PERCENT EXCEEDS | 4570 | | 2260 | | 2480 |
|
50 PERCENT EXCEEDS | 688 | | 383 | | 400 |
|
90 PERCENT EXCEEDS | 106 | | 68 | | 52 |
|
A - Oct. 9 - 14, 1920; Aug. 10, 1930.
B - Gage height, 16.98 ft.
C - Gage height, 28.59 ft.
D - Ice jam.
E - Discharge, 47,900 ft3/s.