Station list
Available data
WABASH RIVER BASIN
03345500 EMBARRAS RIVER AT STE. MARIE, IL
LOCATION.--Lat 38°56'10", long 88°01'10", in NW1/4NW1/4 sec.30, T.6 N., R.14 W., Jasper County, Hydrologic Unit 05120112,
on right bank at upstream side of bridge on County Highway 9 at Ste. Marie, and at mile 48.2.
DRAINAGE AREA.--1,516 mi2.
PERIOD OF RECORD.--October 1909 to December 1912, August 1914 to current year.
REVISED RECORDS.--WSP 1083: 1934. WSP 1113: 1910-31, 1933, 1939-40, 1945(M). WDR IL-75-1: Drainage area.
GAGE.--Water-stage recorder and crest-stage gage. Datum of gage is 445.75 ft above sea level (levels by U.S. Army Corps of
Engineers). Prior to June 29, 1940, nonrecording gage and June 29, 1940, to Jan. 24, 1967, water-stage recorder at same site at
datum 1.00 ft higher.
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 | e60 | 61 | 134 | e125 | 6570 | 3240 | 541 | 1730 | 539 | 1050 | 99 | 58
|
2 | 59 | 72 | 129 | e160 | 6560 | 1670 | 533 | 1460 | 3130 | 1180 | 96 | 58
|
3 | 59 | 233 | 130 | e140 | 4560 | 1360 | 652 | 1280 | 6920 | 797 | 104 | 56
|
4 | 56 | 322 | 127 | e120 | 3650 | 1200 | 1600 | 1150 | 8980 | 628 | 102 | 54
|
5 | 90 | 268 | 124 | e100 | 3080 | 1100 | 1460 | 1380 | 9990 | 535 | 94 | 52
|
|
6 | 170 | 202 | 125 | e90 | 2540 | 1790 | 1640 | 2080 | 8250 | 470 | 88 | 51
|
7 | 304 | 170 | 165 | e86 | 7660 | 2080 | 1490 | 1910 | 4420 | 428 | 84 | 49
|
8 | 266 | 163 | 164 | e84 | 13300 | 1290 | 926 | 1370 | 2890 | 402 | 83 | 47
|
9 | 207 | 154 | 179 | e82 | 14700 | 1540 | 2740 | 1200 | 2750 | 355 | 77 | 46
|
10 | 139 | 448 | 171 | e79 | 11100 | 2200 | 1770 | 1100 | 2000 | 320 | 74 | 44
|
|
11 | 104 | 1710 | 173 | e76 | 8190 | 1820 | 964 | 974 | 1650 | 342 | 72 | 43
|
12 | 87 | 899 | 162 | e74 | 8140 | 1480 | 900 | 880 | 1450 | 301 | 72 | 42
|
13 | 84 | 613 | 152 | e150 | 7700 | 1300 | 805 | 1090 | 1730 | 256 | 82 | 42
|
14 | 80 | 559 | 142 | e250 | 4570 | 1240 | 741 | 1220 | 2500 | 226 | 74 | 41
|
15 | 77 | 460 | 133 | e280 | 3200 | 1210 | 758 | 1040 | 1980 | 204 | 177 | 40
|
|
16 | 73 | 376 | 126 | e300 | 2620 | 1170 | 853 | 1200 | 1390 | 186 | 156 | 39
|
17 | 70 | 315 | 122 | e700 | 2230 | 1110 | 1690 | 1130 | 1480 | 172 | 119 | 38
|
18 | 79 | 269 | 119 | e3200 | 1960 | 1020 | 2970 | 1030 | 1360 | 161 | 219 | 38
|
19 | 78 | 239 | 115 | 5500 | 1720 | 949 | 3100 | 898 | 1100 | 150 | 234 | 37
|
20 | 69 | 209 | 116 | 4410 | 1530 | 884 | 3130 | 798 | 891 | 143 | 173 | 38
|
|
21 | 72 | 187 | 128 | 5360 | 1380 | 823 | 2900 | 748 | 781 | 136 | 131 | 36
|
22 | 81 | 176 | 152 | 12300 | 1240 | 777 | 2480 | 1070 | 708 | 128 | 109 | 35
|
23 | 73 | 164 | e135 | 21800 | 1140 | 754 | 2530 | 1090 | 657 | 124 | 93 | 35
|
24 | 68 | 152 | e125 | 18000 | 1070 | 732 | 3230 | 848 | 1800 | 127 | 86 | 35
|
25 | 65 | 153 | e120 | 12900 | 1030 | 695 | 3290 | 870 | 1660 | 118 | 78 | 33
|
|
26 | 65 | 155 | e115 | 10700 | 977 | 663 | 2600 | 855 | 2120 | 113 | 73 | 32
|
27 | 62 | 137 | e110 | 9490 | 1060 | 634 | 2200 | 771 | 5150 | 127 | 71 | 33
|
28 | 61 | 136 | e105 | 8470 | 3130 | 602 | 3970 | 673 | 2400 | 116 | 72 | 33
|
29 | 61 | 134 | e100 | 6170 | --- | 576 | 4660 | 596 | 1440 | 106 | 68 | 33
|
30 | 62 | 132 | e100 | 3520 | --- | 565 | 2480 | 545 | 1170 | 117 | 64 | 37
|
|
31 | 61 | --- | e110 | 3590 | --- | 553 | --- | 516 | --- | 105 | 60 | ---
|
TOTAL | 2942 | 9268 | 4108 | 128306 | 126607 | 37027 | 59603 | 33502 | 83286 | 9623 | 3184 | 1255
|
MEAN | 94.9 | 309 | 133 | 4139 | 4522 | 1194 | 1987 | 1081 | 2776 | 310 | 103 | 41.8
|
MAX | 304 | 1710 | 179 | 21800 | 14700 | 3240 | 4660 | 2080 | 9990 | 1180 | 234 | 58
|
MIN | 56 | 61 | 100 | 74 | 977 | 553 | 533 | 516 | 539 | 105 | 60 | 32
|
CFSM | .06 | .20 | .09 | 2.73 | 2.98 | .79 | 1.31 | .71 | 1.83 | .20 | .07 | .03
|
IN. | .07 | .23 | .10 | 3.15 | 3.11 | .91 | 1.46 | .82 | 2.04 | .24 | .08 | .03
|
e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1910 - 1999, BY WATER YEAR (WY)
|
---|
MEAN | 412 | 753 | 1256 | 1688 | 1934 | 2203 | 2212 | 1900 | 1285 | 729 | 428 | 371
|
MAX | 3892 | 6308 | 7495 | 11520 | 7790 | 7556 | 7676 | 10550 | 5752 | 3844 | 4437 | 3810
|
(WY) | 1927 | 1993 | 1968 | 1950 | 1982 | 1979 | 1922 | 1943 | 1957 | 1958 | 1915 | 1926
|
MIN | 14.6 | 4.37 | 4.84 | 13.4 | 21.6 | 23.4 | 120 | 78.3 | 65.9 | 18.8 | 11.6 | 7.68
|
(WY) | 1965 | 1915 | 1915 | 1977 | 1954 | 1954 | 1931 | 1954 | 1954 | 1954 | 1954 | 1954
|
SUMMARY STATISTICS | FOR 1998 CALENDAR YEAR | FOR 1999 WATER YEAR | WATER YEARS 1910 - 1999 |
---|
ANNUAL TOTAL | 618685 | | 498711 | | |
|
ANNUAL MEAN | 1695 | | 1366 | | 1260 |
|
HIGHEST ANNUAL MEAN | | | | | 2696 | 1927
|
LOWEST ANNUAL MEAN | | | | | 35.9 | 1954
|
HIGHEST DAILY MEAN | 14200 | May 5 | 21800 | Jan 23 | 38200 | May 30 1927
|
LOWEST DAILY MEAN | 56 | Oct 4 | 32 | Sep 26 | 1.0 | A
|
ANNUAL SEVEN-DAY MINIMUM | 60 | Sep 28 | 33 | Sep 23 | 1.6 | Oct 3 1914
|
INSTANTANEOUS PEAK FLOW | | | 23500 | Jan 23 | 44800 B | Jan 4 1950
|
INSTANTANEOUS PEAK STAGE | | | 23.39 | Jan 23 | 26.54 C | Jun 30 1957
|
INSTANTANEOUS LOW FLOW | | | 32 | Sep 26,27,28 | 1.0 D | A
|
ANNUAL RUNOFF (CFSM) | 1.12 | | .90 | | .83 |
|
ANNUAL RUNOFF (INCHES) | 15.18 | | 12.24 | | 11.30 |
|
10 PERCENT EXCEEDS | 5000 | | 3210 | | 3350 |
|
50 PERCENT EXCEEDS | 696 | | 322 | | 468 |
|
90 PERCENT EXCEEDS | 77 | | 61 | | 45 |
|
A - Oct. 5-9, 1914.
B - Gage height, 25.95 ft, present datum, from rating curve extended above 29,000 ft3/s.
C - Present datum.
D - Observed.