Station list

05536215 THORN CREEK AT GLENWOOD, IL



LOCATION.--Lat 41°31'50", long 87°36'20", in SW¼SE¼ 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 good except those for estimated daily discharges, which are poor. Effluent from sewage-treatment plant upstream averaged 24.9 ft3/s and consists of publicly supplied water from Lake Michigan and ground-water sources. The maximum monthly effluent was 42.0 ft3/s in March, and the minimum was 17.2 ft3/s in October.

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 1997 TO SEPTEMBER 1998
DAILY MEAN VALUES
DAYOCTNOVDECJANFEBMARAPRMAYJUNJULAUGSEP
 
118 34 25 e19 e56 e27 148 58 26 30 22 24 
216 21 20 e26 74 e26 87 47 25 27 21 23 
319 21 21 e86 64 e33 65 40 32 59 26 35 
438 20 20 291 e52 e39 53 38 26 145 708 26 
521 19 20 227 44 e37 45 46 26 43 215 23 
 
621 28 19 170 e41 e27 42 105 26 33 69 22 
718 21 18 105 e39 e60 45 919 24 227 152 185 
817 20 18 253 e37 e190 76 390 25 83 141 46 
933 19 18 190 e36 304 71 147 93 47 56 34 
1021 19 31 88 e90 140 57 98 36 36 46 27 
 
1119 18 35 64 208 89 47 77 282 32 36 25 
1219 17 27 e48 143 69 41 64 116 28 32 24 
1332 17 24 e39 70 65 53 61 54 27 30 23 
1422 17 23 e35 e56 66 54 49 42 26 27 23 
1519 29 23 e32 e49 e55 43 45 38 25 28 25 
 
1618 23 26 e29 e74 65 38 41 31 25 28 24 
1718 19 26 e28 173 221 35 38 29 24 25 23 
1819 19 25 e26 186 597 33 39 32 24 27 22 
1918 19 e27 e25 84 235 31 34 43 62 25 22 
2020 18 e25 e23 66 124 68 30 29 37 25 44 
 
2117 19 e28 e22 e56 95 208 30 26 29 23 27 
2217 18 e44 e23 e49 75 87 29 25 97 24 22 
2315 17 e74 e22 e53 65 58 28 24 58 24 21 
2426 18 71 e21 e45 e59 46 29 24 33 76 21 
2520 18 95 e20 e46 48 43 28 24 27 36 21 
 
2680 18 e56 e19 e48 46 55 26 209 24 28 23 
2793 23 e42 e22 e36 43 47 26 49 25 26 21 
2830 30 e34 e28 e30 93 38 25 53 23 46 22 
2923 40 e27 e30 --- 59 101 26 41 22 29 20 
3021 29 e25 e33 --- 48 70 27 37 22 26 34 
 
3119 --- e22 e42 --- 134 --- 26 --- 22 24 --- 

TOTAL78764898920862005323418852666154714222101932
MEAN25.421.631.967.371.610462.886.051.645.967.831.1
MAX934095291208597208919282227708185
MIN151718193026312524222120

e Estimated
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1949 - 1998, BY WATER YEAR (WY)
MEAN26.834.338.735.841.659.160.248.943.733.728.928.0
MAX87.110817297.713618811215313814785.2108
(WY)195519911983199319971979197919961993199619681961
MIN11.09.3111.412.019.320.819.318.212.414.011.89.28
(WY)195019501954195419641981197119541949195219491949

SUMMARY STATISTICSFOR 1997 CALENDAR YEARFOR 1998 WATER YEARWATER YEARS 1949 - 1998
ANNUAL TOTAL16288   20302     
ANNUAL MEAN44.655.6  40.1      
HIGHEST ANNUAL MEAN67.9      1993
LOWEST ANNUAL MEAN24.8      1954
HIGHEST DAILY MEAN1040       Feb 21919         May 71500         A
LOWEST DAILY MEAN14       Jul 5, 615         Oct 236.0      B
ANNUAL SEVEN-DAY MINIMUM18       Oct 1718         Oct 178.5      Sep 5 1949
INSTANTANEOUS PEAK FLOW1180         May 72700      CJul 18 1996
INSTANTANEOUS PEAK STAGE9.82    May 711.26 DAug 17 1968
INSTANTANEOUS LOW FLOW4.2      Oct. 26.00 EJun 3 1992
10 PERCENT EXCEEDS79   97     68         
50 PERCENT EXCEEDS27   31     23         
90 PERCENT EXCEEDS18   19     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 - No effluent from sewage-treatment plant because of temporary equipment repair.


Introduction

Surface-Water Data

Ground-Water Data

Precipitation Data

Biological Data