Station list
Available data
ILLINOIS RIVER BASIN
05587000 MACOUPIN CREEK NEAR KANE, IL
LOCATION.--Lat 39°14'03", long 90°23'40", in SE1/4SE1/4 sec.11, T.9 N., R.12 W., Greene County, Hydrologic Unit 07130012,
on left bank at downstream side of bridge on State Highway 267, 1.4 mi downstream from Link Branch, 3.5 mi northwest of Kane,
and at mile 16.1.
DRAINAGE AREA.--868 mi2.
PERIOD OF RECORD.--March 1921 to November 1933, May to August 1940, October 1940 to current year.
REVISED RECORDS.--WSP 1175: 1924. WSP 1308: 1922(M), 1928(M), 1931(M). WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 426.77 ft above sea level. Prior to Oct. 1, 1928, at site 2.0 mi
upstream at various datums. May 17, 1940 to May 17, 1943, water-stage recorder, and May 18, 1943 to July 19, 1970,
nonrecording gage at site 800 ft downstream at present datum. July 20 to Sept. 18, 1970, nonrecording gage at present site and
datum.
REMARKS.--Records good except those for the period of June 30 to July 28, which is fair, and those for estimated daily discharges,
which are poor. Gage-height 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 | 17 | 23 | 39 | e31 | 2640 | 268 | 162 | 608 | 271 | 109 | 20 | 10
|
2 | 15 | 1110 | 38 | e38 | 2490 | 261 | 161 | 451 | 1180 | 91 | 19 | 10
|
3 | 15 | 1200 | 38 | e60 | 1410 | 267 | 180 | 381 | 1140 | 74 | 18 | 10
|
4 | 15 | 498 | 37 | e56 | 861 | 263 | 358 | 340 | 647 | 72 | 17 | 10
|
5 | 43 | 284 | 37 | e50 | 616 | 252 | 361 | 437 | 638 | 63 | 16 | 10
|
|
6 | 30 | 157 | 38 | e45 | 505 | 256 | 289 | 395 | 612 | 57 | 15 | 9.8
|
7 | 20 | 109 | 45 | e45 | e3450 | 230 | 244 | 591 | 352 | 58 | 15 | 9.4
|
8 | 16 | 90 | 42 | e47 | e6750 | 224 | 236 | 454 | 231 | 48 | 18 | 9.4
|
9 | 15 | 77 | 39 | e54 | e6700 | 469 | 1010 | 300 | 220 | 46 | 17 | 9.1
|
10 | 14 | 320 | 38 | e50 | e3150 | 601 | 787 | 246 | 180 | 42 | 16 | 8.7
|
|
11 | 14 | 264 | 37 | e48 | 1240 | 550 | 497 | 219 | 170 | 39 | 15 | 8.6
|
12 | 13 | 161 | 36 | e45 | 1030 | 503 | 335 | 462 | 704 | 42 | 15 | 8.8
|
13 | 12 | 129 | 36 | e48 | 861 | 453 | 271 | 763 | 4540 | 49 | 14 | 8.9
|
14 | 12 | 108 | 35 | e48 | 630 | 392 | 244 | 902 | 5290 | 38 | 15 | 8.9
|
15 | 13 | 88 | 35 | e46 | 531 | 341 | 1100 | 560 | 2240 | 36 | 13 | 9.0
|
|
16 | 68 | 75 | 35 | e45 | 489 | 301 | 3200 | 395 | 748 | 31 | 13 | 8.8
|
17 | 191 | 66 | 35 | e60 | 469 | 276 | 3450 | 479 | 430 | 32 | 13 | 8.5
|
18 | 122 | 58 | 35 | e250 | 426 | 250 | 2290 | 431 | 322 | 28 | 13 | 8.1
|
19 | 34 | 55 | 40 | e480 | 388 | 226 | 1220 | 305 | 249 | 30 | 13 | 8.5
|
20 | 21 | 51 | 40 | e450 | 337 | 213 | 834 | 252 | 220 | 28 | 13 | 8.5
|
|
21 | 16 | 48 | 43 | e470 | 300 | 208 | 677 | 221 | 184 | 26 | 12 | 8.3
|
22 | 14 | 45 | 53 | 1580 | 275 | 199 | 608 | 275 | 155 | 24 | 12 | 7.9
|
23 | 13 | 43 | 48 | 3560 | 272 | 227 | 508 | 241 | 149 | 22 | 12 | 7.9
|
24 | 13 | 42 | 41 | 3520 | 276 | 243 | 447 | 210 | 180 | 20 | 20 | 7.7
|
25 | 12 | 41 | e34 | 2220 | 282 | 218 | 389 | 177 | 142 | 19 | 16 | 7.8
|
|
26 | 12 | 41 | e31 | 1270 | 274 | 196 | 409 | 160 | 128 | 17 | 17 | 7.7
|
27 | 11 | 42 | e29 | 1080 | 271 | 186 | 594 | 146 | 128 | 24 | 19 | 7.6
|
28 | 11 | 40 | e29 | 956 | 278 | 182 | 1100 | 136 | 120 | 32 | 15 | 12
|
29 | 35 | 39 | e31 | 741 | --- | 177 | 1490 | 127 | 105 | 26 | 12 | 28
|
30 | 220 | 39 | e35 | 546 | --- | 166 | 1060 | 121 | 93 | 22 | 11 | 15
|
|
31 | 43 | --- | e35 | 1120 | --- | 161 | --- | 133 | --- | 20 | 10 | ---
|
TOTAL | 1100 | 5343 | 1164 | 19059 | 37201 | 8759 | 24511 | 10918 | 21768 | 1265 | 464 | 292.9
|
MEAN | 35.5 | 178 | 37.5 | 615 | 1329 | 283 | 817 | 352 | 726 | 40.8 | 15.0 | 9.76
|
MAX | 220 | 1200 | 53 | 3560 | 6750 | 601 | 3450 | 902 | 5290 | 109 | 20 | 28
|
MIN | 11 | 23 | 29 | 31 | 271 | 161 | 161 | 121 | 93 | 17 | 10 | 7.6
|
CFSM | .04 | .21 | .04 | .71 | 1.53 | .33 | .94 | .41 | .84 | .05 | .02 | .01
|
IN. | .05 | .23 | .05 | .82 | 1.59 | .38 | 1.05 | .47 | .93 | .05 | .02 | .01
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1921 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 223 | 317 | 461 | 536 | 748 | 909 | 1172 | 868 | 550 | 321 | 203 | 179
|
MAX | 4037 | 3703 | 3538 | 3514 | 3358 | 3844 | 6645 | 5386 | 4060 | 3216 | 3233 | 3161
|
(WY) | 1927 | 1947 | 1983 | 1950 | 1982 | 1978 | 1927 | 1929 | 1945 | 1981 | 1946 | 1926
|
MIN | 2.40 | 4.54 | 1.77 | .76 | 3.59 | 3.82 | 23.0 | 2.89 | 13.6 | 11.8 | 6.86 | 2.38
|
(WY) | 1923 | 1953 | 1956 | 1956 | 1954 | 1954 | 1931 | 1954 | 1988 | 1988 | 1964 | 1988
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1921 - 1999 |
---|
ANNUAL TOTAL | 271258 | | 131844.9 | | |
|
ANNUAL MEAN | 743 | | 361 | | 539 |
|
HIGHEST ANNUAL MEAN | | | | | 1883 | 1927
|
LOWEST ANNUAL MEAN | | | | | 17.0 | 1954
|
HIGHEST DAILY MEAN | 8710 | Mar 21 | 6750 A | Feb 8 | 32700 | May 19 1943
|
LOWEST DAILY MEAN | 11 | Oct 27,28 | 7.6 | Sep 27 | .00 | B
|
ANNUAL SEVEN-DAY MINIMUM | 12 | Oct 22 | 7.8 | Sep 21 | .00 | Oct 19 1955
|
INSTANTANEOUS PEAK FLOW | | | 8270 | Feb 8 | 40100 C | Apr 12 1994
|
INSTANTANEOUS PEAK STAGE | | | 20.94 | Feb 8 | 28.50 | May 18 1943
|
INSTANTANEOUS LOW FLOW | | | 7.5 | Sep 22-27 | |
|
ANNUAL RUNOFF (CFSM) | .86 | | .42 | | .62 |
|
ANNUAL RUNOFF (INCHES) | 11.63 | | 5.65 | | 8.43 |
|
10 PERCENT EXCEEDS | 2320 | | 845 | | 1150 |
|
50 PERCENT EXCEEDS | 110 | | 77 | | 98 |
|
90 PERCENT EXCEEDS | 17 | | 12 | | 7.9 |
|
A - Estimated.
B - Oct. 19-27, 1955.
C - Gage height, 28.32 ft.