LOCATION.-- Lat 41°31'49", long 87°37'20" (NAD of 1927), in SW1/4SE1/4 sec.9, T.35 N., R.14 E., Cook County, Hydrologic Unit 07120003, on right bank 20 ft downstream from abandoned Baltimore and Ohio Chicago Terminal Railroad bridge, 0.7 mi north of Chicago Heights, 0.8 mi south of Glenwood, 1.0 mi upstream from Deer Creek, and at mile 9.2. |
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DRAINAGE AREA.-- 24.7 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: May 1949 to current year. Prior to October 1974, records published with those for streams in the St. Lawrence River basin (WSP 1307, 1727, 1911, 2111, WDR IL 1971-74). |
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STAGE: Water years 1994-2002. |
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REVISED RECORDS.-- WSP 1437: 1955. WDR IL-75-1: Drainage area. |
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GAGE.-- Water-stage recorder. Datum of gage is 610.97 ft above NGVD of 1929. |
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REMARKS.-- Effluent from sewage-treatment plant 1 mi upstream consists of publicly supplied water from Lake Michigan and ground-water sources. |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 2,700 ft3/s (estimated), July 18, 1996, gage height unknown; maximum recorded gage height, 11.26 ft, Aug. 17, 1968, may have been higher during period of no gage-height record, July 17-20, 1996; minimum daily, 6.0 ft3/s, July 4, Aug. 21, Sept. 5, 11, 25, 1949. |
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EXTREMES OUTSIDE PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Flood of Apr. 1947, reached a stage of 12.94 ft, from floodmarks, discharge not determined. |
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REMARKS FOR CURRENT YEAR.-- Records good except those for estimated daily discharges, which are poor. Effluent from sewage-treatment plant upstream averaged 24.0 ft3/s during the year. The maximum monthly average was 36.8 ft3/s in May and the minimum was 15.5 ft3/s in September. |
DISCHARGE, in CFS, WATER YEAR OCTOBER 2001 TO SEPTEMBER 2002 DAILY MEAN VALUES |
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DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
1 | e20 | 30 | 54 | 24 | 97 | 33 | 38 | 43 | 30 | 25 | 17 | 15 |
2 | e18 | 103 | 45 | 25 | 62 | 56 | 140 | 44 | 28 | 23 | 18 | 27 |
3 | e17 | 53 | 40 | 24 | 51 | 60 | 69 | 37 | 28 | 24 | 16 | 19 |
4 | e71 | 43 | 36 | 24 | 42 | 48 | 49 | 34 | 28 | 80 | 16 | 18 |
5 | e124 | 38 | 36 | 25 | 36 | 44 | 43 | 30 | 28 | 42 | 23 | 17 |
6 | e58 | 35 | 38 | 27 | 34 | 71 | 39 | 52 | 27 | 26 | 16 | 17 |
7 | e44 | 33 | 33 | 25 | 33 | 109 | 43 | 39 | 27 | 24 | 16 | 18 |
8 | e31 | 30 | 31 | 25 | 35 | 237 | 256 | 90 | 25 | 23 | 15 | 17 |
9 | e27 | 30 | 30 | 24 | 51 | 281 | 316 | 346 | 25 | 82 | 15 | 18 |
10 | e25 | 31 | 29 | 24 | 70 | 124 | 93 | 84 | 29 | 34 | 16 | 20 |
11 | 24 | 28 | 28 | 24 | 60 | 65 | 62 | 288 | 44 | 26 | 15 | 18 |
12 | 149 | 28 | 28 | 24 | 48 | 56 | 53 | 808 | 29 | 24 | 16 | 18 |
13 | 209 | 27 | 37 | 24 | 42 | 50 | 47 | 294 | 28 | 22 | 15 | 17 |
14 | 253 | 35 | 42 | 24 | 38 | 46 | 44 | 94 | 36 | 20 | 16 | 17 |
15 | 88 | 28 | 35 | 25 | 35 | 42 | 40 | 60 | 36 | 20 | 15 | 17 |
16 | 68 | 28 | 35 | 24 | 34 | 40 | 37 | 92 | 28 | 19 | 24 | 17 |
17 | 48 | 27 | 62 | 25 | 32 | 38 | 39 | 71 | 27 | 19 | 17 | 17 |
18 | 41 | 27 | 44 | 24 | 32 | 36 | 35 | 53 | 26 | 21 | 16 | 23 |
19 | 35 | 34 | 41 | 24 | 61 | 35 | 33 | 50 | 23 | 19 | 31 | 29 |
20 | 33 | 28 | 37 | 23 | 142 | 36 | 104 | 45 | 24 | 18 | 19 | 44 |
21 | 32 | 28 | 34 | 24 | 79 | 32 | 77 | 43 | 24 | 18 | 17 | 22 |
22 | 31 | 27 | 36 | 23 | 54 | 30 | 60 | 38 | 25 | 19 | 15 | 20 |
23 | 92 | 25 | 38 | 24 | 45 | 30 | 47 | 36 | 25 | 17 | 19 | 19 |
24 | 117 | 33 | 34 | 23 | 39 | 28 | 59 | 119 | 25 | 17 | 17 | 18 |
25 | 75 | 36 | 31 | 23 | 37 | 30 | 53 | 53 | 26 | 17 | 16 | 17 |
26 | 54 | 29 | 30 | 23 | 47 | 30 | 42 | 42 | 36 | 18 | 16 | 17 |
27 | 44 | 31 | 29 | 21 | 38 | 30 | 90 | 38 | 73 | 28 | 16 | 17 |
28 | 40 | 27 | 28 | 22 | 35 | 42 | 127 | 35 | 30 | 19 | 17 | 17 |
29 | 35 | 38 | 27 | 22 | --- | 46 | 61 | 34 | 25 | 28 | 15 | 19 |
30 | 31 | 116 | 26 | 33 | --- | 41 | 49 | 33 | 25 | 20 | 16 | 18 |
31 | 32 | --- | 25 | 80 | --- | 35 | --- | 32 | --- | 18 | 16 | --- |
TOTAL | 1966 | 1106 | 1099 | 806 | 1409 | 1881 | 2245 | 3157 | 890 | 810 | 532 | 587 |
MEAN | 63.42 | 36.87 | 35.45 | 26.00 | 50.32 | 60.68 | 74.83 | 101.8 | 29.67 | 26.13 | 17.16 | 19.57 |
MAX | 253 | 116 | 62 | 80 | 142 | 281 | 316 | 808 | 73 | 82 | 31 | 44 |
MIN | 17 | 25 | 25 | 21 | 32 | 28 | 33 | 30 | 23 | 17 | 15 | 15 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1949 - 2002, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 27.58 | 34.07 | 38.08 | 36.37 | 42.82 | 58.06 | 61.23 | 49.69 | 44.91 | 33.70 | 29.05 | 27.94 |
MAX | 87.1 | 108 | 172 | 97.7 | 136 | 188 | 120 | 153 | 138 | 147 | 85.2 | 108 |
(WY) | 1955 | 1991 | 1983 | 1993 | 1997 | 1979 | 1999 | 1996 | 1993 | 1996 | 1968 | 1961 |
MIN | 11.0 | 9.31 | 11.4 | 12.0 | 19.3 | 20.8 | 19.3 | 18.2 | 12.4 | 14.0 | 11.8 | 9.28 |
(WY) | 1950 | 1950 | 1954 | 1954 | 1964 | 1981 | 1971 | 1954 | 1949 | 1952 | 1949 | 1949 |
SUMMARY STATISTICS | FOR 2001 CALENDAR YEAR | FOR 2002 WATER YEAR | WATER YEARS 1949 - 2002 | |||
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ANNUAL TOTAL | 16716 | 16488 | ||||
ANNUAL MEAN | 45.80 | 45.17 | 40.38 | |||
HIGHEST ANNUAL MEAN | 67.9 | 1993 | ||||
LOWEST ANNUAL MEAN | 24.8 | 1954 | ||||
HIGHEST DAILY MEAN | 535 | Feb 9 | 808 | May 12 | 1500 | A |
LOWEST DAILY MEAN | 17 B | Oct 3 | 15 | C | 6.0 | D |
ANNUAL SEVEN-DAY MINIMUM | 20 | Jul 11 | 15 | Aug 7 | 8.5 | Sep 5 1949 |
MAXIMUM PEAK FLOW | 1290 | May 12 | 2700 E | Jul 18 1996 | ||
MAXIMUM PEAK STAGE | 9.97 | May 12 | 11.26 F | Aug 17 1968 | ||
INSTANTANEOUS LOW FLOW | 6.6 | Jan 27 | 0.00 G | Jun 3 1992 | ||
10 PERCENT EXCEEDS | 76 | 76 | 69 | |||
50 PERCENT EXCEEDS | 32 | 31 | 24 | |||
90 PERCENT EXCEEDS | 23 | 17 | 16 |
F - May have been higher during period of no gage-height record, July 17-20, 1996. |
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G - No effluent from sewage-treatment plant because of temporary equipment repair. |
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |