Station list
05568000 MACKINAW RIVER NEAR GREEN VALLEY, IL
LOCATION.--Lat 40°27'15", long 89°36'22", in SE¼SE¼ 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 May 8-27 and 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 | 63 | 72 | 249 | 244 | 1050 | 1590 | 2350 | 3950 | 1080 | 1220 | 206 | 85 |
2 | 61 | 73 | 241 | 267 | 1380 | 1380 | 2280 | 5680 | 990 | 1170 | 200 | 83 |
3 | 58 | 69 | 220 | 302 | 1440 | 1240 | 2120 | 4170 | 930 | 940 | 194 | 79 |
4 | 58 | 67 | 209 | 340 | 1260 | 1130 | 1920 | 2910 | 893 | 824 | 192 | 78 |
5 | 56 | 70 | 202 | 566 | 1110 | 1030 | 1780 | 2970 | 855 | 752 | 234 | 75 |
|
6 | 54 | 89 | 190 | 961 | 988 | 942 | 1730 | 5060 | 813 | 789 | 197 | 73 |
7 | 52 | 88 | 181 | 1360 | 885 | 885 | 1640 | 5490 | 778 | 1110 | 188 | 71 |
8 | 51 | 107 | 170 | 2020 | 808 | 1230 | 1940 | 7150 | 763 | 1580 | 177 | 68 |
9 | 49 | 130 | 164 | 3020 | 750 | 3010 | 2130 | 7780 | 998 | 1560 | 171 | 67 |
10 | 47 | 122 | 167 | 2940 | 711 | 3290 | 2040 | 9560 | 1120 | 1190 | 160 | 66 |
|
11 | 47 | 114 | 167 | 2300 | 1300 | 3070 | 1820 | e8410 | 1360 | 881 | 152 | 65 |
12 | 46 | 106 | 163 | 1760 | 3740 | 2440 | 1660 | 4000 | 3100 | 740 | 147 | 64 |
13 | 51 | 100 | 150 | 1390 | 3290 | 2070 | 1610 | 4350 | 3220 | 651 | 142 | 62 |
14 | 62 | 96 | 135 | 1120 | 2410 | 1920 | 1930 | 3410 | 2520 | 586 | 139 | 62 |
15 | 51 | 93 | 130 | 1050 | 1970 | 1800 | 1830 | 2750 | 3010 | 532 | 140 | 69 |
|
16 | 52 | 92 | 147 | 972 | 1710 | 1670 | 1790 | 2410 | 4730 | 485 | 143 | 66 |
17 | 55 | 89 | 144 | 843 | 1570 | 2650 | 1680 | 2060 | 3650 | 443 | 133 | 63 |
18 | 53 | 85 | 140 | 741 | 1590 | 7430 | 1500 | 1820 | 4060 | 407 | 281 | 61 |
19 | 53 | 82 | 143 | 653 | 1690 | 7500 | 1380 | 1660 | 3670 | 379 | 182 | 61 |
20 | 49 | 81 | 146 | 569 | 1730 | 8030 | 1300 | 1540 | 2760 | 355 | 175 | 59 |
|
21 | 49 | 81 | 160 | 585 | 1590 | 6860 | 1310 | 1430 | 2190 | 330 | 139 | 56 |
22 | 48 | 81 | 177 | 570 | 1440 | 5930 | 1580 | 1410 | 1850 | 305 | 125 | 55 |
23 | 47 | 80 | 192 | 530 | 1320 | 5690 | 1780 | 1380 | 1810 | 310 | 117 | 55 |
24 | 47 | 78 | 212 | 500 | 1220 | 5000 | 1570 | 1930 | 1500 | 311 | 107 | 58 |
25 | 52 | 77 | 257 | 471 | 1140 | 3440 | 1430 | 2100 | 1330 | 281 | 102 | 67 |
|
26 | 52 | 76 | 321 | 447 | 1080 | 2840 | 1340 | 1840 | 1180 | 261 | 97 | 58 |
27 | 58 | 74 | 370 | 435 | 1520 | 2480 | 1220 | 1520 | 1060 | 245 | 94 | 56 |
28 | 59 | 87 | 365 | 434 | 1800 | 2370 | 1090 | 1350 | 988 | 239 | 92 | 56 |
29 | 58 | 111 | 339 | 522 | --- | 2590 | 1180 | 1240 | 1050 | 228 | 97 | 54 |
30 | 70 | 191 | 325 | 764 | --- | 2560 | 1250 | 1180 | 1090 | 220 | 92 | 54 |
|
31 | 70 | --- | 285 | 953 | --- | 2350 | --- | 1180 | --- | 212 | 88 | --- |
TOTAL | 1678 | 2761 | 6461 | 29629 | 42492 | 96417 | 50180 | 103690 | 55348 | 19536 | 4703 | 1946
|
MEAN | 54.1 | 92.0 | 208 | 956 | 1518 | 3110 | 1673 | 3345 | 1845 | 630 | 152 | 64.9
|
MAX | 70 | 191 | 370 | 3020 | 3740 | 8030 | 2350 | 9560 | 4730 | 1580 | 281 | 85
|
MIN | 46 | 67 | 130 | 244 | 711 | 885 | 1090 | 1180 | 763 | 212 | 88 | 54
|
CFSM | .05 | .09 | .19 | .89 | 1.41 | 2.90 | 1.56 | 3.12 | 1.72 | .59 | .14 | .06
|
IN. | .06 | .10 | .22 | 1.03 | 1.47 | 3.34 | 1.74 | 3.59 | 1.92 | .68 | .16 | .07
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1921 - 1998, BY WATER YEAR (WY)
|
---|
MEAN | 310 | 432 | 475 | 719 | 967 | 1113 | 1352 | 1279 | 837 | 575 | 289 | 365
|
MAX | 3525 | 3417 | 2425 | 3514 | 3066 | 3629 | 4996 | 5756 | 2516 | 3109 | 2404 | 6057
|
(WY) | 1927 | 1927 | 1928 | 1993 | 1927 | 1993 | 1944 | 1943 | 1946 | 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 1997 CALENDAR YEAR | FOR 1998 WATER YEAR | WATER YEARS 1921 - 1998 |
---|
ANNUAL TOTAL | 159596 | | 414841 | | |
|
ANNUAL MEAN | 437 | | 1137 | | 730 |
|
HIGHEST ANNUAL MEAN | | | | | 2353 | 1993
|
LOWEST ANNUAL MEAN | | | | | 98.4 | 1940
|
HIGHEST DAILY MEAN | 6490 | Feb 28 | 9560 | May 10 | 23500 | Apr 24 1944
|
LOWEST DAILY MEAN | 46 | Oct 12 | 46 | Oct 12 | 17 | A
|
ANNUAL SEVEN-DAY MINIMUM | 49 | Oct 7 | 49 | Oct 7 | 18 | Oct 21 1940
|
INSTANTANEOUS PEAK FLOW | | | 10800 | May 11 | 51000 B | Dec 5 1982
|
INSTANTANEOUS PEAK STAGE | | | 25.97 | May 11 | C | Sep 16 1993
|
INSTANTANEOUS LOW FLOW | | | 46 | Oct 10, 12, 13 | 17 D | A
|
ANNUAL RUNOFF (CFSM) | .41 | | 1.06 | | .68 |
|
ANNUAL RUNOFF (INCHES) | 5.53 | | 14.38 | | 9.24 |
|
10 PERCENT EXCEEDS | 907 | | 2870 | | 1800 |
|
50 PERCENT EXCEEDS | 190 | | 569 | | 260 |
|
90 PERCENT EXCEEDS | 62 | | 60 | | 44 |
|
A - Oct. 26, 27, 1940.
B - Gage height, 16-13 ft, site then in use.
C - Maximum recorded, 28.29 ft.; discharge unknown.
C - Observed.