Station list     Available data
ILLINOIS RIVER BASIN


05536215                   THORN CREEK AT GLENWOOD, IL



LOCATION.--Lat 41°31'50", long 87°36'20", 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.

DRAINAGE AREA.--24.7 mi2.

PERIOD OF RECORD.--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).

REVISED RECORDS.--WSP 1437: 1955. WDR IL-75-1: Drainage area.

GAGE.--Water-stage recorder. Datum of gage is 610.97 ft above sea level.

REMARKS.--Records fair except those for estimated daily discharges, which are poor. Effluent from sewage-treatment plant upstream averaged 23.4 ft3/s and consists of publicly supplied water from Lake Michigan and ground-water sources. The maximum monthly effluent was 41.5 ft3/s in April, and the minimum was 15.8 ft3/s in September.

EXTREMES OUTSIDE PERIOD OF RECORD.--Flood of Apr. 1947, reached a stage of 12.94 ft, from floodmarks, discharge not determined.
DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1998 TO SEPTEMBER 1999
DAILY MEAN VALUES
DAYOCTNOVDECJANFEBMARAPRMAYJUNJULAUGSEP
 
124 24 23 14 58 35 25 67 207 73 31 23 
232 23 20 15 98 40 24 57 287 35 26 23 
338 22 18 16 78 45 25 50 84 31 24 23 
425 22 20 16 60 36 50 45 55 28 25 23 
524 31 20 16 47 48 26 45 46 29 24 23 
 
643 22 154 16 45 78 40 68 39 28 24 23 
727 21 118 16 43 60 27 47 36 26 24 24 
824 23 55 16 41 48 35 42 33 28 23 25 
923 26 35 16 39 45 122 39 37 28 23 26 
1023 119 29 16 35 48 77 37 40 28 24 25 
 
1122 39 26 16 40 48 111 39 43 26 24 25 
1222 32 25 16 39 51 64 128 51 25 50 28 
1322 29 21 17 33 50 47 93 157 25 34 29 
1421 28 23 17 30 49 38 61 91 25 28 25 
1522 26 21 17 30 58 112 48 51 25 25 25 
 
1619 25 20 23 30 83 347 42 39 25 24 25 
1728 23 20 51 28 117 150 51 33 32 24 24 
1852 23 19 87 27 81 84 45 32 27 24 24 
1926 23 20 40 26 55 63 38 31 27 78 24 
2024 23 18 35 26 45 52 36 30 28 28 25 
 
2124 23 20 68 25 39 51 44 29 41 25 28 
2226 22 19 453 23 35 197 44 59 47 22 26 
2325 22 19 630 23 32 467 77 47 31 25 25 
2424 21 19 325 22 30 145 48 58 28 64 26 
2523 23 17 151 26 28 85 41 41 26 60 26 
 
2622 23 18 97 27 27 64 35 39 25 35 26 
2752 20 18 122 64 27 384 34 38 26 30 26 
2845 21 17 125 43 26 461 32 33 25 28 65 
2932 21 18 79 --- 26 143 31 33 25 25 45 
3033 32 17 64 --- 25 85 29 30 26 24 25 
 
3127 --- 16 56 --- 24 --- 80 --- 32 24 --- 

TOTAL874832903264611061439360115731829931949810
MEAN28.227.729.185.439.546.412050.761.030.030.627.0
MAX5211915463098117467128287737865
MIN192016142224242929252223


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1949 - 1999, BY WATER YEAR (WY)
MEAN26.934.238.536.741.658.961.448.944.033.629.028.0
MAX87.110817297.713618812015313814785.2108
(WY)195519911983199319971979199919961993199619681961
MIN11.09.3111.412.019.320.819.318.212.414.011.89.28
(WY)195019501954195419641981197119541949195219491949

SUMMARY STATISTICSFOR 1998 CALENDAR YEARFOR 1999 WATER YEARWATER YEARS 1949 - 1999
ANNUAL TOTAL20487   17493     
ANNUAL MEAN56.147.9  40.2      
HIGHEST ANNUAL MEAN67.9      1993
LOWEST ANNUAL MEAN24.8      1954
HIGHEST DAILY MEAN919       May 7630         Jan 231500         A
LOWEST DAILY MEAN16       Dec 3114         Jan 16.0      B
ANNUAL SEVEN-DAY MINIMUM17       Dec 2516         Dec 318.5      Sep 5 1949
INSTANTANEOUS PEAK FLOW1100         Apr 272700      CJul 18 1996
INSTANTANEOUS PEAK STAGE9.69    Apr 2711.26 DAug 17 1968
INSTANTANEOUS LOW FLOW8.0      E.00 FJun 3 1992
10 PERCENT EXCEEDS105   80     68         
50 PERCENT EXCEEDS31   28     23         
90 PERCENT EXCEEDS21   20     15         
A - Aug. 17, 1968; July 18, 1996 (estimated).
B - July 4, Aug. 21, Sept. 5, 11, 25, 1949.
C - Estimated, gage height unknown.
D - May have been higher during period of no gage-height record, July 17-20, 1996.
E - Dec. 20, Jan. 3, 5.
F - 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