Station list
05469000 HENDERSON CREEK NEAR OQUAWKA, IL
LOCATION.--Lat 41°00'05", long 90°51'15", in NE¼SW¼ sec.28, T.12 N., R.4 W., Henderson County, Hydrologic Unit 07080104, on
left bank at downstream side of bridge on State Highway 94, 1 mi south of Bald Bluff, 6.5 mi northeast of Oquawka, and at mile 20.8.
DRAINAGE AREA.--432 mi2.
PERIOD OF RECORD.--October 1934 to September 1996. October 1997 to current year. Prior to October 1938, published as Henderson
River. Monthly discharge only for some periods, published in WSP 1308.
REVISED RECORDS.--WSP 1208: 1939, 1942-43, 1948. WSP 1308: 1935-38(M), 1941(M). WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 541.21 ft above sea level (levels by U.S. Army Corps of Engineers).
Prior to Mar. 4, 1941, nonrecording gage at same site and datum.
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 1997 TO SEPTEMBER 1998
DAILY MEAN VALUES
|
---|
DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP
|
---|
|
1 | 92 | 298 | 522 | 351 | 482 | 1150 | 3230 | 1050 | 355 | 710 | 89 | 48 |
2 | 93 | 302 | 464 | 386 | 706 | 937 | 1960 | 953 | 346 | 576 | 84 | 46 |
3 | 91 | 288 | 442 | 746 | 671 | 823 | 1340 | 785 | 330 | 513 | 80 | 44 |
4 | 88 | 262 | 461 | 1360 | 612 | 733 | 1120 | 696 | 340 | 471 | 93 | 37 |
5 | 74 | 242 | 425 | 1950 | 568 | 658 | 943 | 638 | 324 | 438 | 434 | 35 |
|
6 | 67 | 419 | 389 | 1500 | 525 | 609 | 848 | 602 | 309 | 418 | 235 | 33 |
7 | 66 | 601 | 366 | 2520 | 489 | 576 | 792 | 776 | 295 | 396 | 157 | 31 |
8 | 66 | 505 | 349 | 2050 | 461 | 1060 | 1170 | 2160 | 297 | 420 | 141 | 30 |
9 | 72 | 436 | 345 | 1530 | 438 | 2480 | 2090 | 1650 | 601 | 392 | 399 | 27 |
10 | 76 | 385 | 342 | 1230 | 426 | 1480 | 1770 | 1070 | 753 | 375 | 211 | 45 |
|
11 | 72 | 345 | 325 | 1010 | 636 | 1120 | 1320 | 891 | 602 | 335 | e160 | 46 |
12 | 67 | 311 | 296 | 894 | 1810 | 923 | 1110 | 814 | 1080 | 302 | 103 | 47 |
13 | 74 | 291 | 282 | 776 | 1260 | 859 | 1140 | 750 | 779 | 281 | 89 | 51 |
14 | 79 | 281 | 262 | e660 | 980 | 842 | 1980 | 676 | 825 | 263 | 80 | 160 |
15 | 79 | 262 | 261 | e660 | 838 | 759 | 1480 | 629 | 2100 | 249 | 74 | 261 |
|
16 | 64 | 234 | 270 | e570 | 751 | 708 | 1870 | 614 | 2670 | 231 | 68 | 156 |
17 | 62 | 211 | 263 | e530 | 718 | 1100 | 1480 | 563 | 2480 | 217 | 71 | 91 |
18 | 60 | 208 | 260 | e490 | 669 | 3980 | 1160 | 528 | 1590 | 207 | 80 | 75 |
19 | 61 | 207 | 260 | e470 | 603 | 4580 | 988 | 501 | 2220 | 201 | 100 | 60 |
20 | 60 | 198 | 257 | e440 | 567 | 2580 | 893 | 488 | 1470 | 187 | 74 | 53 |
|
21 | 56 | 194 | 252 | e440 | 536 | 1470 | 868 | 489 | 1260 | 173 | 61 | 50 |
22 | 53 | 183 | 272 | e430 | 507 | 1200 | 915 | 478 | 1030 | 170 | 57 | 46 |
23 | 58 | 163 | 295 | 423 | 491 | 1020 | 806 | 494 | 902 | 178 | 53 | 56 |
24 | 124 | 150 | 299 | 408 | 470 | 903 | 741 | 578 | 808 | 173 | 50 | 62 |
25 | 183 | 150 | 360 | 389 | 448 | 835 | 699 | 636 | 729 | 145 | 49 | 85 |
|
26 | 152 | 155 | 358 | 378 | 455 | 786 | 700 | 540 | 661 | 135 | 47 | 75 |
27 | 256 | 150 | 347 | 365 | 1570 | 729 | 627 | 492 | 600 | 126 | 47 | 57 |
28 | 343 | 306 | 342 | 365 | 1670 | 724 | 573 | 458 | 551 | 120 | 58 | 52 |
29 | 351 | 678 | 383 | 399 | --- | 694 | 616 | 426 | 536 | 113 | 69 | 56 |
30 | 346 | 574 | 337 | 459 | --- | 647 | 616 | 409 | 873 | 102 | 60 | 113 |
|
31 | 307 | --- | 289 | 444 | --- | 1910 | --- | 390 | --- | 97 | 49 | --- |
TOTAL | 3692 | 8989 | 10375 | 24623 | 20357 | 38875 | 35845 | 22224 | 27716 | 8714 | 3422 | 2028
|
MEAN | 119 | 300 | 335 | 794 | 727 | 1254 | 1195 | 717 | 924 | 281 | 110 | 67.6
|
MAX | 351 | 678 | 522 | 2520 | 1810 | 4580 | 3230 | 2160 | 2670 | 710 | 434 | 261
|
MIN | 53 | 150 | 252 | 351 | 426 | 576 | 573 | 390 | 295 | 97 | 47 | 27
|
CFSM | .28 | .69 | .77 | 1.84 | 1.68 | 2.90 | 2.77 | 1.66 | 2.14 | .65 | .26 | .16
|
IN. | .32 | .77 | .89 | 2.12 | 1.75 | 3.35 | 3.09 | 1.91 | 2.39 | .75 | .29 | .17
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1935 - 1998, BY WATER YEAR (WY)
|
---|
MEAN | 145 | 171 | 181 | 246 | 362 | 464 | 494 | 461 | 440 | 317 | 149 | 137
|
MAX | 1560 | 1189 | 1176 | 1265 | 1466 | 1752 | 1742 | 1829 | 1960 | 2967 | 1675 | 1222
|
(WY) | 1942 | 1978 | 1983 | 1969 | 1949 | 1979 | 1973 | 1996 | 1974 | 1982 | 1993 | 1970
|
MIN | 7.10 | 9.89 | 8.38 | 4.45 | 13.5 | 47.4 | 33.4 | 26.9 | 31.3 | 6.58 | 9.61 | 5.65
|
(WY) | 1938 | 1938 | 1964 | 1940 | 1989 | 1956 | 1956 | 1989 | 1940 | 1936 | 1936 | 1940
|
SUMMARY STATISTICS | FOR 1998 WATER YEAR | WATER YEARS 1935 - 1998 | |
---|
ANNUAL TOTAL | | | 206860 | | |
|
ANNUAL MEAN | 567 | | 297 |
|
HIGHEST ANNUAL MEAN | | | 1002 | 1993
|
LOWEST ANNUAL MEAN | | | 50.9 | 1989
|
HIGHEST DAILY MEAN | 4580 | Mar 19 | 25800 | Jul 25 1993
|
LOWEST DAILY MEAN | 27 | Sep 9 | 1.7 A | B
|
ANNUAL SEVEN-DAY MINIMUM | 34 | Sep 3 | 2.1 | Sep 17 1940
|
INSTANTANEOUS PEAK FLOW | 5160 | Mar 19 | 34600 C | Jul 8 1982
|
INSTANTANEOUS PEAK STAGE | 24.91 | Mar 19 | 32.65 A | Jul 25 1993
|
INSTANTANEOUS LOW FLOW | 27 | Sep 9 | |
|
ANNUAL RUNOFF (CFSM) | 1.31 | | .69 |
|
ANNUAL RUNOFF (INCHES) | 17.81 | | 9.34 |
|
10 PERCENT EXCEEDS | 1240 | | 660 |
|
50 PERCENT EXCEEDS | 409 | | 126 |
|
90 PERCENT EXCEEDS | 61 | | 18 |
|
A - Observed.
B - Sept. 22, 23, 1940.
C - Gage height, 31.05 ft.