LOCATION.-- Lat 38°45'40", long 89°56'50" (NAD of 1983), in SE1/4SE1/4SE1/4 sec.26, T.4 N., R.8 W., Madison County, Hydrologic Unit 07140101, on right bank at upstream side of culvert on abondoned roadway near Oak Lawn Estates in Glen Carbon. |
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DRAINAGE AREA.-- 0.40 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: May 2000 to current year. |
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STAGE: Water years 2000 to current year. |
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SURFACE-WATER QUALITY |
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SEDIMENT: June 2000 to current year |
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MISCELLANEOUS: Sediment concentration and particle size, water years 2001-03. |
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GAGE.-- Water-stage recorder, pumping sampler, and phone telemeter. Datum of gage is 500.00 ft above NGVD of 1929. |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 155 ft3/s, June 11, 2002, gage height, 19.82 ft, from rating curve extended above 136 ft3/s; no flow at times each year. |
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SUSPENDED-SEDIMENT CONCENTRATIONS: Maximum daily, 4,400 mg/L, June 24, 2000; minimum daily, 7 mg/L, July 26, 2000. |
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SUSPENDED-SEDIMENT LOADS: Maximum daily, 336 tons, June 24, 2000; minimum daily, 0.00 tons, many days. |
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REMARKS FOR CURRENT YEAR.-- Records poor. |
Discharge, cubic feet per second, WATER YEAR OCTOBER 2002 TO SEPTEMBER 2003 DAILY MEAN VALUES |
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DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
1 | 0.00 | 0.12 | 0.14 | 0.21 | e0.05 | 0.29 | 0.20 | 0.17 | 0.16 | 0.15 | 0.05 | 0.79 |
2 | 0.05 | 0.14 | e0.11 | e0.18 | e0.06 | 0.23 | 0.20 | 0.23 | 0.14 | 0.10 | 0.14 | 0.10 |
3 | 0.22 | 0.21 | e0.09 | e0.16 | e0.06 | 0.23 | 0.20 | 0.25 | 0.14 | 0.10 | 0.08 | 0.06 |
4 | 0.02 | 0.19 | e0.09 | e0.13 | e0.06 | 0.29 | 0.20 | 1.1 | 0.14 | 0.08 | 1.7 | 0.04 |
5 | 0.02 | 0.25 | e0.09 | e0.13 | e0.07 | 0.18 | 0.20 | 1.3 | 0.13 | 0.08 | 0.13 | 0.02 |
6 | 0.02 | 0.15 | e0.08 | e0.15 | e0.07 | 0.16 | 0.24 | 0.71 | 0.21 | 0.08 | 0.11 | 0.02 |
7 | 0.02 | 0.10 | e0.08 | e0.19 | e0.06 | 0.22 | 0.27 | 0.46 | 0.18 | 0.07 | 0.15 | 0.02 |
8 | 0.02 | 0.18 | e0.08 | 0.39 | e0.06 | 0.23 | 0.19 | 0.81 | 0.17 | 0.07 | 0.05 | 0.02 |
9 | 0.02 | 0.27 | e0.09 | 0.28 | e0.05 | 0.14 | 0.23 | 0.64 | 0.15 | 0.07 | 0.04 | 0.02 |
10 | 0.02 | 0.29 | e0.09 | 0.17 | e0.04 | 0.12 | 0.22 | 2.2 | 3.8 | 0.14 | 0.04 | 0.02 |
11 | 0.02 | 0.15 | e0.10 | e0.11 | e0.04 | 0.30 | 0.23 | 0.76 | 2.6 | 0.06 | 0.04 | 0.02 |
12 | 0.02 | 0.15 | e0.12 | e0.10 | e0.04 | 0.36 | 0.21 | 0.41 | 4.0 | 0.07 | 0.04 | 0.03 |
13 | 0.00 | 0.18 | 0.22 | e0.09 | e0.08 | 0.50 | 0.21 | 0.37 | 2.1 | 0.07 | 0.06 | 0.04 |
14 | 0.00 | 0.26 | 0.21 | e0.08 | 0.38 | 0.15 | 0.21 | 0.30 | 0.84 | 0.07 | 0.06 | 0.02 |
15 | 0.00 | 0.23 | 0.24 | e0.07 | 0.25 | 0.18 | 0.20 | 0.21 | 0.69 | 0.07 | 0.03 | 0.02 |
16 | 0.00 | 0.16 | 0.21 | e0.06 | 0.11 | 0.19 | 0.25 | 0.18 | 0.58 | 0.05 | 0.02 | 0.01 |
17 | 0.00 | 0.16 | 0.32 | e0.06 | 0.19 | 0.19 | 0.13 | 0.19 | 0.38 | 0.04 | 0.01 | 0.01 |
18 | 0.02 | 0.20 | 0.98 | e0.06 | 0.23 | 0.19 | 0.12 | 0.23 | 0.34 | 0.29 | 0.01 | 0.01 |
19 | 0.27 | 0.19 | 0.36 | e0.05 | 0.85 | 0.32 | 0.15 | 0.22 | 0.42 | 0.10 | 0.03 | 0.00 |
20 | 0.12 | 0.19 | 0.27 | e0.05 | 0.27 | 0.27 | 0.29 | 0.15 | 0.41 | 0.09 | 0.02 | 0.00 |
21 | 0.12 | 0.14 | 0.27 | e0.05 | 0.32 | 0.21 | 0.13 | 0.13 | 0.40 | 0.08 | 0.02 | 0.00 |
22 | 0.11 | 0.14 | 0.20 | e0.05 | 0.33 | 0.23 | 0.15 | 0.11 | 0.34 | 0.08 | 0.00 | 0.01 |
23 | 0.10 | 0.16 | 0.16 | e0.04 | 0.27 | 0.24 | 0.15 | 0.09 | 0.36 | 0.10 | 0.00 | 0.00 |
24 | 0.12 | 0.16 | e0.14 | e0.04 | e0.20 | 0.20 | 0.24 | 0.14 | 0.45 | 0.09 | 0.00 | 0.00 |
25 | 0.61 | 0.14 | e0.12 | e0.03 | e0.15 | 0.19 | 0.55 | 0.61 | 1.7 | 0.13 | 0.00 | 0.00 |
26 | 0.17 | 0.14 | e0.11 | e0.03 | e0.16 | 0.18 | 0.36 | 0.19 | 6.3 | 0.11 | 0.00 | 0.50 |
27 | 0.17 | 0.14 | e0.12 | e0.04 | e0.18 | 0.19 | 0.29 | 0.16 | 0.40 | 0.10 | 0.02 | 0.03 |
28 | 0.17 | 0.16 | e0.16 | e0.04 | e0.20 | 0.24 | 0.42 | 0.16 | 0.23 | 0.09 | 0.00 | 0.01 |
29 | 0.73 | 0.24 | 0.32 | e0.04 | --- | 0.21 | 0.34 | 0.16 | 0.19 | 0.09 | 0.02 | 0.01 |
30 | 0.15 | 0.16 | 0.52 | e0.05 | --- | 0.23 | 0.26 | 0.22 | 0.18 | 0.08 | 0.02 | 0.03 |
31 | 0.15 | --- | 0.32 | e0.05 | --- | 0.22 | --- | 0.15 | --- | 0.06 | 0.16 | --- |
TOTAL | 3.46 | 5.35 | 6.41 | 3.18 | 4.83 | 7.08 | 7.04 | 13.01 | 28.13 | 2.86 | 3.05 | 1.86 |
MEAN | 0.11 | 0.18 | 0.21 | 0.10 | 0.17 | 0.23 | 0.23 | 0.42 | 0.94 | 0.092 | 0.098 | 0.062 |
MAX | 0.73 | 0.29 | 0.98 | 0.39 | 0.85 | 0.50 | 0.55 | 2.2 | 6.3 | 0.29 | 1.7 | 0.79 |
MIN | 0.00 | 0.10 | 0.08 | 0.03 | 0.04 | 0.12 | 0.12 | 0.09 | 0.13 | 0.04 | 0.00 | 0.00 |
CFSM | 0.28 | 0.45 | 0.52 | 0.26 | 0.43 | 0.57 | 0.59 | 1.05 | 2.34 | 0.23 | 0.25 | 0.15 |
IN. | 0.32 | 0.50 | 0.60 | 0.30 | 0.45 | 0.66 | 0.65 | 1.21 | 2.62 | 0.27 | 0.28 | 0.17 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 2000 - 2003, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 0.28 | 0.27 | 0.59 | 0.29 | 0.34 | 0.36 | 0.33 | 0.77 | 0.85 | 0.23 | 0.30 | 0.093 |
MAX | 0.45 | 0.46 | 1.33 | 0.46 | 0.55 | 0.59 | 0.47 | 1.71 | 1.73 | 0.41 | 0.59 | 0.18 |
(WY) | 2001 | 2001 | 2002 | 2002 | 2001 | 2002 | 2002 | 2002 | 2000 | 2001 | 2001 | 2000 |
MIN | 0.11 | 0.17 | 0.21 | 0.10 | 0.17 | 0.23 | 0.23 | 0.18 | 0.16 | 0.092 | 0.066 | 0.007 |
(WY) | 2003 | 2002 | 2003 | 2003 | 2003 | 2003 | 2003 | 2001 | 2001 | 2003 | 2002 | 2002 |
SUMMARY STATISTICS | FOR 2002 CALENDAR YEAR | FOR 2003 WATER YEAR | WATER YEARS 2000 - 2003 | |||
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ANNUAL TOTAL | 146.44 | 86.26 | ||||
ANNUAL MEAN | 0.40 | 0.24 | 0.36 | |||
HIGHEST ANNUAL MEAN | 0.51 | 2002 | ||||
LOWEST ANNUAL MEAN | 0.24 | 2003 | ||||
HIGHEST DAILY MEAN | 7.8 | Jan 31 | 6.3 | Jun 26 | 22 | Jun 24 2000 |
LOWEST DAILY MEAN | 0.00 | Many days | 0.00 | Several days | 0.00 | A |
ANNUAL SEVEN-DAY MINIMUM | 0.00 | Aug 28 | 0.00 | Sep 19 | 0.00 | Jul 3 2000 |
MAXIMUM PEAK FLOW | 48 | Jun 10 | 155 B | Jun 11 2002 | ||
MAXIMUM PEAK STAGE | 16.74 | Jun 10 | 19.82 | Jun 11 2002 | ||
ANNUAL RUNOFF (CFSM) | 1.00 | 0.59 | 0.90 | |||
ANNUAL RUNOFF (INCHES) | 13.62 | 8.02 | 12.22 | |||
10 PERCENT EXCEEDS | 0.83 | 0.38 | 0.65 | |||
50 PERCENT EXCEEDS | 0.16 | 0.15 | 0.17 | |||
90 PERCENT EXCEEDS | 0.00 | 0.02 | 0.03 |
B - From rating curve extended above 136 ft3/s (contracted opening measurement of peak flow). |
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |