Station list
Available data
ILLINOIS RIVER BASIN
05568000 MACKINAW RIVER NEAR GREEN VALLEY, IL
LOCATION.--Lat 40°27'15", long 89°36'22", in SE1/4SE1/4 sec.12, T.23 N., R.5 W., Tazewell County, Hydrologic Unit 07130004,
on right downstream side of bridge on Towerline Road, 2.5 mi east of State Highway 29, 3.9 mi northeast of Green Valley,
5.8 mi south of Pekin, 10.2 mi north of U.S. Highway 136, and at mile 17.3.
DRAINAGE AREA.--1,073 mi2. Area at site used prior to Oct. 1, 1988, 1,089 mi2.
PERIOD OF RECORD.--March 1921 to October 1956; annual maximum, water years 1957-88; October 1988 to current year.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 477.10 ft above sea level (levels by U.S. Army Corps of
Engineers). Prior to Jan. 17, 1933, chain gage at site 3.5 mi downstream on railroad bridge at datum 2.00 ft higher. Jan. 17, 1933,
to May 13, 1940, chain gage, and May 14, 1940 to Sept. 30, 1952, wire-weight gage at site 3.6 mi downstream at datum 2.00 ft
higher. Oct. 1, 1952 to Oct. 31, 1956, wire-weight gage, and Nov. 1, 1956 to Sept. 30, 1988, crest-stage gage at site 3.6 mi
downstream at present 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 1998 TO SEPTEMBER 1999
DAILY MEAN VALUES
|
---|
DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP
|
---|
|
1 | 58 | 51 | 60 | 46 | 1430 | 554 | 444 | 1850 | 1160 | 1120 | 164 | 88
|
2 | 56 | 50 | 59 | e70 | 1630 | 546 | 445 | 1600 | 1750 | 1020 | 153 | 86
|
3 | 51 | 56 | 55 | e50 | 1630 | 529 | 430 | 1410 | 1460 | 1080 | 147 | 83
|
4 | 53 | 55 | 54 | e42 | 1340 | e550 | 433 | 1290 | 1860 | 959 | 141 | 80
|
5 | 58 | 50 | 53 | e35 | 1060 | 572 | 411 | 1240 | 3930 | 795 | 142 | 77
|
|
6 | 64 | 49 | 55 | e40 | 888 | 587 | 383 | 1170 | 2430 | 691 | 134 | 74
|
7 | 62 | 47 | 111 | e47 | 857 | 593 | 390 | 1320 | 1870 | 610 | 135 | 73
|
8 | 69 | 47 | 91 | e43 | 922 | 591 | 353 | 1330 | 1470 | 545 | 152 | 71
|
9 | 64 | 49 | 125 | e41 | 998 | 619 | 373 | 1150 | 1260 | 499 | 143 | 69
|
10 | 60 | 101 | 119 | e39 | 1060 | 654 | 415 | 1010 | 1120 | 460 | 136 | 66
|
|
11 | 57 | 123 | 97 | e38 | 1020 | 609 | 413 | 922 | 1040 | 412 | 131 | 64
|
12 | 54 | 108 | 85 | e36 | 957 | 529 | 380 | 910 | 2260 | 374 | 206 | 65
|
13 | 52 | 110 | 78 | e35 | 811 | 504 | 349 | 3880 | 7070 | 345 | 247 | 66
|
14 | 51 | 91 | 72 | e34 | 713 | 499 | 328 | 5680 | 7230 | 319 | 172 | 64
|
15 | 50 | 79 | 68 | e34 | 663 | 525 | 377 | 4410 | 7920 | 296 | 149 | 61
|
|
16 | 53 | 72 | 66 | e45 | 625 | 628 | 1830 | 3090 | 10500 | 277 | 134 | 60
|
17 | 54 | 67 | 63 | 57 | 577 | e1700 | 4740 | 9270 | 6990 | 264 | 126 | 59
|
18 | 72 | 64 | 63 | 78 | 533 | e1800 | 5030 | 9850 | 3030 | 245 | 121 | 59
|
19 | 73 | 62 | 63 | 90 | 495 | e1400 | 3860 | 6570 | 2390 | 341 | 117 | 59
|
20 | 62 | 59 | 66 | 92 | 465 | e1100 | 2860 | 3470 | 2010 | 507 | 114 | 58
|
|
21 | 67 | 56 | 60 | 103 | 426 | e1000 | 2340 | 2780 | 1740 | 261 | 112 | 58
|
22 | 62 | 56 | 53 | 996 | 396 | e850 | 2080 | 3530 | 1550 | 215 | 108 | 57
|
23 | 61 | 55 | 51 | e2550 | 393 | e700 | 2000 | 2710 | 1400 | 361 | 144 | 56
|
24 | 56 | 53 | 51 | e3240 | 401 | 654 | 1950 | 2260 | 1310 | 393 | 183 | 55
|
25 | 52 | 53 | 49 | e2570 | 394 | 610 | 1720 | 1940 | 1200 | 203 | 130 | 56
|
|
26 | 48 | 53 | 48 | 2100 | 385 | 555 | 1530 | 1670 | 1250 | 182 | 114 | 54
|
27 | 49 | 51 | 48 | 1810 | 411 | 516 | 1450 | 1470 | 1140 | 176 | 109 | 53
|
28 | 81 | 51 | 48 | 2880 | 479 | 503 | 2430 | 1340 | 1020 | 579 | 106 | 61
|
29 | 66 | 51 | 51 | 2600 | --- | 491 | 2470 | 1230 | 942 | 318 | 100 | 64
|
30 | 60 | 53 | 57 | 1710 | --- | 464 | 2170 | 1140 | 830 | 198 | 94 | 56
|
|
31 | 56 | --- | 46 | 1320 | --- | 440 | --- | 1070 | --- | 175 | 91 | ---
|
TOTAL | 1831 | 1922 | 2065 | 22871 | 21959 | 21872 | 44384 | 82562 | 81132 | 14220 | 4255 | 1952
|
MEAN | 59.1 | 64.1 | 66.6 | 738 | 784 | 706 | 1479 | 2663 | 2704 | 459 | 137 | 65.1
|
MAX | 81 | 123 | 125 | 3240 | 1630 | 1800 | 5030 | 9850 | 10500 | 1120 | 247 | 88
|
MIN | 48 | 47 | 46 | 34 | 385 | 440 | 328 | 910 | 830 | 175 | 91 | 53
|
CFSM | .06 | .06 | .06 | .69 | .73 | .66 | 1.38 | 2.48 | 2.52 | .43 | .13 | .06
|
IN. | .06 | .07 | .07 | .79 | .76 | .76 | 1.54 | 2.86 | 2.81 | .49 | .15 | .07
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1921 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 304 | 424 | 466 | 720 | 963 | 1104 | 1354 | 1308 | 876 | 573 | 286 | 359
|
MAX | 3525 | 3417 | 2425 | 3514 | 3066 | 3629 | 4996 | 5756 | 2704 | 3109 | 2404 | 6057
|
(WY) | 1927 | 1927 | 1928 | 1993 | 1927 | 1993 | 1944 | 1943 | 1999 | 1951 | 1924 | 1993
|
MIN | 19.8 | 21.8 | 26.3 | 29.6 | 34.1 | 49.3 | 68.8 | 79.9 | 53.2 | 37.1 | 28.6 | 23.7
|
(WY) | 1941 | 1941 | 1941 | 1940 | 1931 | 1931 | 1931 | 1934 | 1934 | 1988 | 1988 | 1940
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1921 - 1999 |
---|
ANNUAL TOTAL | 409759 | | 301025 | | |
|
ANNUAL MEAN | 1123 | | 825 | | 732 |
|
HIGHEST ANNUAL MEAN | | | | | 2353 | 1993
|
LOWEST ANNUAL MEAN | | | | | 98.4 | 1940
|
HIGHEST DAILY MEAN | 9560 | May 10 | 10500 | Jun 16 | 23500 | Apr 24 1944
|
LOWEST DAILY MEAN | 46 | Dec 31 | 34 A | Jan 14, 15 | 17 | B
|
ANNUAL SEVEN-DAY MINIMUM | 49 | Dec 23 | 37 | Jan 9 | 18 | Oct 21 1940
|
INSTANTANEOUS PEAK FLOW | | | 12000 | May 17 | 51000 C | Dec 5 1982
|
INSTANTANEOUS PEAK STAGE | | | 26.55 | May 17 | D | Sep 16 1993
|
INSTANTANEOUS LOW FLOW | | | 28 E | Jan 1 | 17 F | B
|
ANNUAL RUNOFF (CFSM) | 1.05 | | .77 | | .68 |
|
ANNUAL RUNOFF (INCHES) | 14.21 | | 10.44 | | 9.27 |
|
10 PERCENT EXCEEDS | 2870 | | 2090 | | 1810 |
|
50 PERCENT EXCEEDS | 569 | | 264 | | 260 |
|
90 PERCENT EXCEEDS | 54 | | 51 | | 45 |
|
A - Estimated due to backwater from ice.
B - Oct. 26, 27, 1940.
C - Gage height, 16-13 ft, site then in use.
D - Maximum recorded, 28.29 ft; discharge unknown.
E - Result of freezeup.
F - Observed.