Station list
05466500 EDWARDS RIVER NEAR NEW BOSTON, IL
LOCATION.--Lat 41°11'15", long 90°58'05", at quarter corner between secs.21 and 28, T.14 N., R.5 W., Mercer County, Hydrologic
Unit 07080104, on left bank at downstream side of bridge on State Highway 17, 1.5 mi northeast of New Boston, and at mile 4.6.
DRAINAGE AREA.--445 mi2.
PERIOD OF RECORD.--October 1934 to current year. Monthly discharge only for some periods, published in WSP 1308.
REVISED RECORDS.--WSP 1508: 1935-36(M), 1938-40(M), 1941, 1943. WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 529.92 ft above sea level (levels by U.S. Army Corps of
Engineers). Prior to Mar. 1, 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 | 53 | 143 | 299 | 168 | 362 | 909 | 2580 | 1190 | 320 | 1280 | 130 | 73 |
2 | 51 | 156 | 266 | 245 | 586 | 731 | 2000 | 1910 | 303 | 738 | 121 | 68 |
3 | 51 | 146 | 243 | 442 | 691 | 643 | 1410 | 1240 | 295 | 589 | 114 | 64 |
4 | 50 | 134 | 243 | 1000 | 574 | 585 | 1120 | 902 | 287 | 523 | 111 | 60 |
5 | 50 | 126 | 240 | 1490 | 510 | 530 | 952 | 771 | 282 | 514 | 140 | 56 |
|
6 | 47 | 126 | 219 | 1390 | 455 | 489 | 851 | 719 | 273 | 469 | 150 | 54 |
7 | 46 | 219 | 211 | 1920 | 414 | 463 | 805 | 843 | 262 | 443 | 123 | 52 |
8 | 46 | 263 | 201 | 1960 | 388 | 730 | 1210 | 1540 | 259 | 506 | 132 | 50 |
9 | 45 | 233 | 196 | 1400 | 367 | 1810 | 1800 | 2010 | 370 | 480 | 113 | 47 |
10 | 46 | 208 | 196 | 1010 | 352 | 1450 | 1800 | 1320 | 485 | 454 | 109 | 46 |
|
11 | 46 | 191 | 193 | 834 | 401 | 953 | 1330 | 912 | 422 | 379 | 101 | 45 |
12 | 47 | 175 | 179 | e720 | 1420 | 773 | 1080 | 791 | 794 | 342 | 98 | 44 |
13 | 49 | 165 | 164 | e600 | 1560 | 703 | 1100 | 732 | 737 | 318 | 88 | 43 |
14 | 48 | 159 | 143 | e520 | 966 | 684 | 1930 | 649 | 572 | 298 | 83 | 181 |
15 | 47 | 155 | 146 | e550 | 773 | 624 | 1860 | 594 | 931 | 278 | 79 | 319 |
|
16 | 46 | 146 | 188 | e460 | 679 | 575 | 1920 | 576 | 1380 | 260 | 76 | 190 |
17 | 44 | 134 | 177 | e430 | 635 | 691 | 1770 | 554 | 1240 | 245 | 82 | 119 |
18 | 43 | 129 | 164 | e390 | 598 | 2100 | 1280 | 496 | 1040 | 236 | 263 | 93 |
19 | 43 | 133 | 162 | e360 | 539 | 2390 | 1060 | 468 | 1960 | 225 | 672 | 82 |
20 | 44 | 130 | 165 | e360 | 494 | 2700 | 951 | 459 | 1620 | 213 | 214 | 74 |
|
21 | 43 | 126 | 167 | e340 | 465 | 2090 | 911 | 462 | 1110 | 200 | 142 | 69 |
22 | 43 | 123 | 171 | e330 | 438 | 1250 | 1150 | 440 | 922 | 243 | 115 | 76 |
23 | 43 | 116 | 180 | e320 | 421 | 1000 | 1020 | 443 | 769 | 696 | 101 | 75 |
24 | 49 | 112 | 187 | e310 | 411 | 859 | 859 | 451 | 679 | 398 | 91 | 67 |
25 | 55 | 112 | 200 | 310 | 400 | 771 | 774 | 517 | 608 | 264 | 84 | 66 |
|
26 | 63 | 112 | 227 | 297 | 394 | 721 | 763 | 452 | 546 | 224 | 79 | 64 |
27 | 71 | 112 | 223 | 288 | 963 | 668 | 724 | 414 | 497 | 201 | 76 | 60 |
28 | 86 | 118 | 201 | 282 | 1390 | 632 | 636 | 389 | 463 | 183 | 85 | 57 |
29 | 114 | 234 | 264 | 294 | --- | 659 | 622 | 368 | 600 | 168 | 98 | 63 |
30 | 141 | 327 | 245 | 330 | --- | 603 | 622 | 354 | 1390 | 154 | 87 | 63 |
|
31 | 154 | --- | 182 | 347 | --- | 1980 | --- | 339 | --- | 140 | 78 | --- |
TOTAL | 1804 | 4763 | 6242 | 19697 | 17646 | 31766 | 36890 | 23305 | 21416 | 11661 | 4035 | 2420
|
MEAN | 58.2 | 159 | 201 | 635 | 630 | 1025 | 1230 | 752 | 714 | 376 | 130 | 80.7
|
MAX | 154 | 327 | 299 | 1960 | 1560 | 2700 | 2580 | 2010 | 1960 | 1280 | 672 | 319
|
MIN | 43 | 112 | 143 | 168 | 352 | 463 | 622 | 339 | 259 | 140 | 76 | 43
|
CFSM | .13 | .36 | .45 | 1.43 | 1.42 | 2.30 | 2.76 | 1.69 | 1.60 | .85 | .29 | .18
|
IN. | .15 | .40 | .52 | 1.65 | 1.48 | 2.66 | 3.08 | 1.95 | 1.79 | .97 | .34 | .20
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1935 - 1998, BY WATER YEAR (WY)
|
---|
MEAN | 127 | 160 | 175 | 244 | 354 | 503 | 540 | 468 | 416 | 303 | 165 | 129
|
MAX | 791 | 1192 | 1469 | 1133 | 1280 | 1791 | 2307 | 1762 | 1829 | 2258 | 1508 | 1006
|
(WY) | 1942 | 1978 | 1983 | 1969 | 1985 | 1993 | 1973 | 1996 | 1974 | 1982 | 1993 | 1970
|
MIN | 5.47 | 11.3 | 8.86 | 6.39 | 11.9 | 66.0 | 33.4 | 33.0 | 35.8 | 11.7 | 10.3 | 7.29
|
(WY) | 1989 | 1938 | 1964 | 1977 | 1989 | 1956 | 1956 | 1989 | 1977 | 1936 | 1988 | 1988
|
SUMMARY STATISTICS | FOR 1997 CALENDAR YEAR | FOR 1998 WATER YEAR | WATER YEARS 1935 - 1998 |
---|
ANNUAL TOTAL | 69305 | | 181645 | | |
|
ANNUAL MEAN | 190 | | 498 | | 298 |
|
HIGHEST ANNUAL MEAN | | | | | 965 | 1993
|
LOWEST ANNUAL MEAN | | | | | 76.6 | 1940
|
HIGHEST DAILY MEAN | 3840 | Feb 23 | 2700 | Mar 20 | 14000 | Apr 22 1973
|
LOWEST DAILY MEAN | 16 A | Jan 21 | 43 | B | 1.3 | Oct 19 1988
|
ANNUAL SEVEN-DAY MINIMUM | 18 | Jan 15 | 43 | Oct 17 | 2.4 | Oct 18 1988
|
INSTANTANEOUS PEAK FLOW | | | 3100 | Mar 31 | 18000 | Apr 22 1973
|
INSTANTANEOUS PEAK STAGE | | | 21.41 | Mar 31 | 23.33 | Apr 22 1973
|
INSTANTANEOUS LOW FLOW | | | 41 | C | 1.2 | D
|
ANNUAL RUNOFF (CFSM) | .43 | | 1.12 | | .67 |
|
ANNUAL RUNOFF (INCHES) | 5.79 | | 15.18 | | 9.10 |
|
10 PERCENT EXCEEDS | 290 | | 1240 | | 686 |
|
50 PERCENT EXCEEDS | 113 | | 319 | | 130 |
|
90 PERCENT EXCEEDS | 37 | | 60 | | 20 |
|
A - Estimated due to backwater from ice.
B - Oct. 18, 19, 21-23, and Sept. 13.
C - Oct. 22, 23 and Sept. 13.
D - Oct. 19-20, 1988.