Station list
Available data
BIG MUDDY RIVER BASIN
05597000 BIG MUDDY RIVER AT PLUMFIELD, IL
LOCATION.--Lat 37°54'05", long 89°00'50", in NW1/4 sec.20, T.7 S., R.2 E., Franklin County, Hydrologic Unit 07140106, on left
bank 0.8 mi upstream from bridge on State Highway 149 at Plumfield, 1.9 mi downstream from Middle Fork Muddy River, and
at mile 86.6.
DRAINAGE AREA.--794 mi2.
PERIOD OF RECORD.--June 1908 to September 1910 and December 1910 to December 1912 (published as "near Cambon"),
August 1914 to current year.
REVISED RECORDS.--WSP 700: 1929. WSP 805: 1935. WSP 1508: 1908-10, 1920-21(M),
1928(M), 1932(M). WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder and concrete control. Datum of gage is 353.24 ft above sea level. June 16, 1908, to Dec. 31, 1912,
nonrecording gage at site 1.7 mi upstream at different datum. Aug. 14, 1914, to July 12, 1932, nonrecording gage at site 0.2 mi
downstream at different datum. July 13, 1932, to Nov. 12, 1938, nonrecording gage at bridge 0.8 mi downstream at datum 0.86 ft
higher. Nov. 13, 1938, to Sept. 30, 1974, water-stage recorder at present site at datum 5.0 ft higher. Oct. 1, 1974, to
Sept. 30, 1991, auxiliary water-stage recorder at pumping plant at Zeigler, 4 mi downstream, at datum 353.24 ft above sea level.
Feb. 14, 1937, to Sept. 30, 1974, auxiliary nonrecording gage at same site at datum 5.0 ft higher.
REMARKS.--Records good except those above 800 ft3/s, and those for estimated daily discharges, which are poor. Flow regulated
since October 1970 by Rend Lake (station 05595950), 18.6 mi upstream from gage. U.S. Army Corps of Engineers satellite telemeter
at station.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 42,900 ft3/s, May 10, 1961; maximum gage height, 29.67 ft,
datum then in use, May 10, 1961; no flow at times in 1908-9, 1914, 1936, 1940-41.
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 | 101 | 54 | 45 | e52 | 1730 | 1320 | 982 | 1250 | 566 | 484 | 206 | 75
|
2 | 98 | 52 | 43 | e100 | 2120 | 1360 | 954 | 1190 | 583 | 422 | 203 | 72
|
3 | 91 | 54 | 43 | e220 | 2570 | 1420 | 1060 | 1070 | 586 | 407 | 192 | 70
|
4 | 87 | 56 | 43 | e320 | 2480 | 1420 | 1650 | 963 | 558 | 418 | 178 | 67
|
5 | 81 | 55 | 45 | e430 | 2280 | 1310 | 2630 | 979 | 546 | 388 | 171 | 65
|
|
6 | 83 | 53 | 46 | e350 | 2080 | 1260 | 3730 | 1110 | 541 | 354 | 164 | 62
|
7 | 135 | 52 | 61 | e250 | 2230 | 1330 | 3990 | 1280 | 524 | 339 | 158 | 62
|
8 | 211 | 50 | 84 | e200 | 2480 | 1380 | 3980 | 1370 | 512 | 322 | 167 | 58
|
9 | 223 | 45 | 69 | e150 | 3120 | 1580 | 3870 | 1370 | 504 | 305 | 174 | 56
|
10 | 164 | 47 | 55 | e120 | 3590 | 1780 | 3660 | 1320 | 493 | 328 | 157 | 54
|
|
11 | 114 | 53 | 50 | e100 | 3620 | 1930 | 3390 | 1190 | 482 | 362 | 147 | e52
|
12 | 96 | 53 | 48 | e110 | 3480 | 2000 | 3100 | 1020 | 471 | 340 | 146 | 49
|
13 | 86 | 53 | 46 | e250 | 3280 | 1910 | 2790 | 938 | 459 | 318 | 139 | 46
|
14 | 82 | 46 | 45 | e400 | 3050 | 1760 | 2500 | 892 | 460 | 309 | 140 | 46
|
15 | 78 | 44 | 44 | e500 | 2800 | 1600 | 2320 | 856 | 461 | 306 | 135 | 45
|
|
16 | 75 | 44 | 46 | e530 | 2550 | 1540 | 2240 | 819 | 444 | 300 | 124 | 44
|
17 | 72 | 43 | 44 | e570 | 2300 | 1700 | 2150 | 786 | 431 | 296 | 116 | 45
|
18 | 76 | 44 | 44 | e720 | 2090 | 1920 | 2030 | 787 | 415 | 301 | 114 | 41
|
19 | 102 | 43 | 43 | e800 | 1900 | 2270 | 1900 | 807 | 396 | 323 | 110 | 39
|
20 | 85 | 45 | 43 | 899 | 1730 | 2300 | 1720 | 787 | 384 | 304 | 109 | 40
|
|
21 | 80 | 47 | 73 | 957 | 1590 | 2090 | 1510 | e760 | 376 | 281 | 105 | 42
|
22 | 77 | 45 | 288 | 1620 | 1450 | 1840 | 1330 | e730 | 367 | 270 | 99 | 43
|
23 | 71 | 43 | 423 | 3320 | 1340 | 1570 | 1200 | e700 | 356 | 276 | 97 | 38
|
24 | 66 | 43 | 380 | 4730 | 1250 | 1460 | 1110 | 675 | 348 | 280 | 92 | 37
|
25 | 62 | 44 | e220 | 4470 | 1170 | 1410 | 1050 | 658 | 354 | 261 | 90 | 36
|
|
26 | 60 | 43 | e120 | 3810 | 1100 | 1410 | 1020 | 637 | 348 | 245 | 87 | 35
|
27 | 58 | 43 | e80 | 3150 | 1080 | 1430 | 1020 | 618 | 358 | 233 | 86 | 35
|
28 | 55 | 43 | e70 | 2570 | 1250 | 1360 | 1080 | 598 | 528 | 235 | 83 | 36
|
29 | 54 | 43 | e64 | 2080 | --- | 1210 | 1200 | 579 | 595 | 226 | 82 | 37
|
30 | 52 | 44 | e60 | 1810 | --- | 1100 | 1250 | 562 | 548 | 218 | 81 | 39
|
|
31 | 54 | --- | e56 | 1670 | --- | 1030 | --- | 553 | --- | 210 | 78 | ---
|
TOTAL | 2829 | 1424 | 2821 | 37258 | 61710 | 49000 | 62416 | 27854 | 13994 | 9661 | 4030 | 1466
|
MEAN | 91.3 | 47.5 | 91.0 | 1202 | 2204 | 1581 | 2081 | 899 | 466 | 312 | 130 | 48.9
|
MAX | 223 | 56 | 423 | 4730 | 3620 | 2300 | 3990 | 1370 | 595 | 484 | 206 | 75
|
MIN | 52 | 43 | 43 | 52 | 1080 | 1030 | 954 | 553 | 348 | 210 | 78 | 35
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1971 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 107 | 438 | 670 | 890 | 1084 | 1325 | 1562 | 1402 | 719 | 401 | 205 | 131
|
MAX | 488 | 3812 | 3510 | 3054 | 3355 | 4439 | 3740 | 6511 | 2062 | 1044 | 523 | 553
|
(WY) | 1985 | 1994 | 1983 | 1991 | 1982 | 1979 | 1989 | 1983 | 1995 | 1998 | 1973 | 1974
|
MIN | 27.3 | 26.1 | 31.0 | 27.2 | 48.8 | 73.6 | 67.4 | 117 | 38.9 | 30.8 | 21.8 | 20.6
|
(WY) | 1971 | 1972 | 1972 | 1972 | 1972 | 1981 | 1981 | 1987 | 1972 | 1971 | 1971 | 1971
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1971 - 1999 |
---|
ANNUAL TOTAL | 281634 | | 274463 | | |
|
ANNUAL MEAN | 772 | | 752 | | 742 |
|
HIGHEST ANNUAL MEAN | | | | | 1515 | 1983
|
LOWEST ANNUAL MEAN | | | | | 161 | 1972
|
HIGHEST DAILY MEAN | 7950 | Apr 18 | 4730 | Jan 24 | 14000 | May 1 1996
|
LOWEST DAILY MEAN | 43 | Several days | 35 | Sep 26,27 | 6.8 | Oct 13 1970
|
ANNUAL SEVEN-DAY MINIMUM | 43 | Nov 23 | 36 | Sep 23 | 7.3 | Aug 17 1971
|
INSTANTANEOUS PEAK FLOW | | | 4810 | Jan 24 | 14200 A | May 1 1996
|
INSTANTANEOUS PEAK STAGE | | | 25.25 | Jan 24 | 31.84 B | May 4 1983
|
INSTANTANEOUS LOW FLOW | | | 35 | Sep 26,27 | |
|
10 PERCENT EXCEEDS | 2040 | | 2100 | | 1900 |
|
50 PERCENT EXCEEDS | 417 | | 323 | | 344 |
|
90 PERCENT EXCEEDS | 51 | | 45 | | 43 |
|
A - Gage height, 31.83 ft.
B - Discharge, 11,800 ft3/s.