Station list
Available data
WABASH RIVER BASIN
03381500 LITTLE WABASH RIVER AT CARMI, IL
LOCATION.--Lat 38°03'40", long 88°09'35", in NW1/4SE1/4 sec.25, T.5 S., R.9 E., White County, Hydrologic Unit 05120114, on
right bank at downstream side of Possum Bridge, 2.3 mi south of Main Street Bridge in Carmi, 7.8 mi downstream from Skillet
Fork, and at mile 30.5.
DRAINAGE AREA.--3,102 mi2.
PERIOD OF RECORD.--October 1908 to December 1912 (gage heights only), October 1939 to current year.
REVISED RECORDS.--WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder. Datum of gage is 339.91 ft above sea level. Prior to December 1912, nonrecording gage at site
3.1 mi upstream at datum 0.4 ft higher. Oct. 1 to Nov. 9, 1939, nonrecording gage at present site and datum. Since
Nov. 14, 1939, auxiliary water-stage recorder 3.1 mi upstream.
REMARKS.--Records good except those for estimated daily discharges, which are poor. U.S. Army Corps of Engineers satellite
telemeter and rain gage at station. At extremely high stages, there is diversion 6 mi above the gage through McHenry Slough to the
Wabash River.
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 | 295 | 73 | 248 | e230 | 24600 | 6370 | 938 | 4580 | 430 | 4440 | 198 | 56
|
2 | 196 | 71 | 234 | e750 | 24000 | 5940 | 892 | 4350 | 1620 | 6770 | 159 | 49
|
3 | 145 | 80 | 219 | e2000 | 23000 | 5250 | 1860 | 4380 | 4160 | 7360 | 133 | 47
|
4 | 119 | 89 | 211 | e2700 | 22100 | 4650 | 8120 | 4390 | 4520 | 8370 | 114 | 46
|
5 | 111 | 206 | 206 | e2400 | 21100 | 4460 | 10200 | 4620 | 4670 | 9430 | 104 | 46
|
|
6 | 165 | 629 | 198 | e1700 | 20200 | 6010 | 12000 | 5570 | 4670 | 9950 | 94 | 48
|
7 | 1760 | 813 | 394 | e1300 | 20100 | 7160 | 13000 | 6250 | 5300 | 9680 | 102 | 37
|
8 | 2870 | 793 | 744 | e1000 | 20100 | 7780 | 13400 | 6440 | 5230 | 8970 | 114 | 33
|
9 | 2750 | 610 | 788 | e800 | 20000 | 8770 | 13600 | 6490 | 5170 | 8070 | 110 | 30
|
10 | 2680 | 463 | e650 | e700 | 20100 | 9790 | 13700 | 5960 | 5460 | 7880 | 100 | 28
|
|
11 | 2280 | 435 | 519 | e600 | 20300 | 9830 | 13200 | 5200 | 5720 | 8490 | 87 | 27
|
12 | 1540 | 932 | 439 | e550 | 20900 | 9700 | 12700 | 4880 | 5420 | 8630 | 80 | 27
|
13 | 852 | 1800 | 374 | e2500 | 20900 | 9270 | 11800 | 4740 | 4820 | 7710 | 78 | 29
|
14 | 415 | 2080 | 328 | e5000 | 20700 | 8560 | 10900 | 4060 | 4230 | 6080 | 71 | 28
|
15 | 244 | 1960 | 281 | e5500 | 20200 | 7760 | 9910 | 2680 | 4010 | 4360 | 65 | 26
|
|
16 | 183 | 1520 | 248 | e6000 | 19500 | 7540 | 9140 | 1810 | 3590 | 2370 | 62 | 25
|
17 | 150 | 978 | 225 | 7050 | 18500 | 9000 | 7970 | 1680 | 3700 | 1060 | 56 | 23
|
18 | 153 | 558 | 206 | 8420 | 17300 | 8650 | 6530 | 2130 | 3970 | 596 | 55 | 22
|
19 | 160 | 356 | e180 | 9310 | 16100 | 7250 | 5090 | 1910 | 4100 | 397 | 66 | 22
|
20 | 228 | 288 | e160 | 9610 | 14900 | 5420 | 3960 | 1410 | 3970 | 301 | 72 | 22
|
|
21 | 304 | 238 | e700 | 9840 | 13900 | 3450 | 3160 | 1090 | 3240 | 589 | 69 | 21
|
22 | 344 | 210 | 3130 | 12800 | 12900 | 1970 | 2590 | 904 | e2000 | 480 | 71 | 20
|
23 | 289 | 195 | 2750 | e15500 | 11900 | 3940 | 2050 | 757 | 718 | 223 | 68 | 19
|
24 | 225 | 181 | 2140 | e19000 | 10700 | 6890 | 1590 | 666 | 405 | 1900 | 62 | 19
|
25 | 181 | 170 | 1550 | e22000 | 9450 | 7130 | 1290 | 958 | 373 | 4380 | 52 | 20
|
|
26 | 155 | 170 | 1050 | 24300 | 7760 | 6250 | 1800 | 1400 | 911 | 3790 | 49 | 21
|
27 | 136 | 184 | 739 | 25500 | 5920 | 4340 | 2350 | 1280 | 2780 | 1870 | 52 | 25
|
28 | 121 | 184 | 569 | 26400 | 6320 | 2520 | 3020 | 918 | 3790 | 756 | 66 | 34
|
29 | 105 | 189 | 442 | 26100 | --- | 1620 | 4700 | 605 | 3930 | 404 | 80 | 34
|
30 | 91 | 229 | e320 | 24900 | --- | 1220 | 4990 | 424 | 3340 | 302 | 74 | 29
|
|
31 | 78 | --- | e260 | 24500 | --- | 1030 | --- | 349 | --- | 240 | 64 | ---
|
TOTAL | 19325 | 16684 | 20502 | 298960 | 483450 | 189520 | 206450 | 92881 | 106247 | 135848 | 2627 | 913
|
MEAN | 623 | 556 | 661 | 9644 | 17270 | 6114 | 6882 | 2996 | 3542 | 4382 | 84.7 | 30.4
|
MAX | 2870 | 2080 | 3130 | 26400 | 24600 | 9830 | 13700 | 6490 | 5720 | 9950 | 198 | 56
|
MIN | 78 | 71 | 160 | 230 | 5920 | 1030 | 892 | 349 | 373 | 223 | 49 | 19
|
CFSM | .20 | .18 | .21 | 3.11 | 5.57 | 1.97 | 2.22 | .97 | 1.14 | 1.41 | .03 | .01
|
IN. | .23 | .20 | .25 | 3.59 | 5.80 | 2.27 | 2.48 | 1.11 | 1.27 | 1.63 | .03 | .01
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1940 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 537 | 1516 | 2681 | 3810 | 4557 | 5490 | 5459 | 4316 | 2404 | 1332 | 770 | 398
|
MAX | 5429 | 12840 | 12960 | 23300 | 17270 | 17680 | 15400 | 19330 | 10120 | 7315 | 6024 | 2766
|
(WY) | 1950 | 1994 | 1983 | 1950 | 1999 | 1979 | 1945 | 1961 | 1957 | 1969 | 1979 | 1993
|
MIN | 5.25 | 8.23 | 16.4 | 30.6 | 62.7 | 25.3 | 176 | 167 | 44.5 | 40.8 | 22.7 | 3.07
|
(WY) | 1965 | 1954 | 1954 | 1977 | 1963 | 1954 | 1954 | 1988 | 1988 | 1940 | 1953 | 1953
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1940 - 1999 |
---|
ANNUAL TOTAL | 1268285 | | 1573407 | | |
|
ANNUAL MEAN | 3475 | | 4311 | | 2763 |
|
HIGHEST ANNUAL MEAN | | | | | 6094 | 1950
|
LOWEST ANNUAL MEAN | | | | | 151 | 1954
|
HIGHEST DAILY MEAN | 13300 | May 8 | 26400 | Jan 28 | 46000 | May 13 1961
|
LOWEST DAILY MEAN | 58 | Sep 15-17 | 19 | Sep 23,24 | .00 | A
|
ANNUAL SEVEN-DAY MINIMUM | 60 | Sep 12 | 20 | Sep 20 | 1.5 | Sep 18 1953
|
INSTANTANEOUS PEAK FLOW | | | 26800 B | Jan 28 | 46900 | May 12 1961
|
INSTANTANEOUS PEAK STAGE | | | 32.91 C | Jan 27 | 36.70 | May 13 1961
|
INSTANTANEOUS LOW FLOW | | | 18 | Sep 23,24 | |
|
ANNUAL RUNOFF (CFSM) | 1.12 | | 1.39 | | .89 |
|
ANNUAL RUNOFF (INCHES) | 15.21 | | 18.87 | | 12.10 |
|
10 PERCENT EXCEEDS | 9320 | | 12800 | | 8820 |
|
50 PERCENT EXCEEDS | 1930 | | 1550 | | 568 |
|
90 PERCENT EXCEEDS | 124 | | 62 | | 38 |
|
A - Sept. 15-17, 1952, result of temporary dam upstream; minimum unregulated discharge, 0.6 ft3/s, Sept.9, 1953, July 31, 1954.
B - Gage height, 32.79 ft.
C - Discharge, 25,800 ft3/s.