LOCATION.-- Lat 37°43'52", long 88°53'21" (NAD of 1927), in SW1/4SW1/4 sec.16, T.9 S., R.3 E., Williamson County, Hydrologic Unit 07140106, on right bank at downstream side of bridge on State Highway 13, 1.8 mi downstream from Buckley Creek, 2 mi east of Marion, and at mile 32.9. |
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DRAINAGE AREA.-- 31.7 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: October 1951 to current year. |
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STAGE: Water years 1994 to current year. |
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SURFACE-WATER QUALITY |
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CHEMICAL: Water years 1978-91. |
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REVISED RECORDS.-- WSP 1388: 1952-54. WDR-IL 75-1: Drainage area. |
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GAGE.-- Water-stage recorder, phone telemeter, and crest-stage gage. Datum of gage is 415.82 ft above NGVD of 1929 (415.52 ft NAVD 1988). Prior to Aug. 25, 1965, nonrecording gage and crest-stage gage at bridge 800 ft downstream and Aug. 25, 1965, to Oct. 28, 1965, nonrecording gage at present site and datum. |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 9,430 ft3/s, Dec. 17, 2001, on basis of contracted opening measurement of peak flow, gage height, 13.63 ft; no flow for many days in most years. |
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REMARKS FOR CURRENT YEAR.-- Records poor. |
Discharge, cubic feet per second, WATER YEAR OCTOBER 2004 TO SEPTEMBER 2005 DAILY MEAN VALUES |
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DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
1 | 0.00 | 27 | 199 | 59 | 12 | 23 | 48 | e10 | e0.50 | 0.13 | 0.05 | 0.14 |
2 | 0.00 | 143 | 56 | 40 | 11 | 10 | 29 | e8.0 | e1.0 | 0.12 | 0.00 | 0.04 |
3 | 0.00 | 49 | 29 | 98 | 18 | 7.6 | 19 | e6.1 | e1.5 | 0.08 | 0.00 | 0.00 |
4 | 0.00 | 44 | 21 | 116 | 14 | 6.3 | 14 | e5.1 | e1.2 | 2.6 | 0.00 | 0.00 |
5 | 0.00 | 28 | 19 | 392 | 12 | 5.9 | 9.8 | e4.2 | e1.0 | 5.4 | 2.3 | 0.00 |
6 | 0.00 | e17 | 80 | 922 | 11 | 4.8 | 7.9 | e3.5 | e0.84 | 1.1 | 3.6 | 0.00 |
7 | 0.00 | e10 | 218 | 163 | 80 | 5.8 | 13 | e2.9 | e0.70 | 0.40 | 0.33 | 0.00 |
8 | 0.00 | e7.5 | 115 | 83 | 90 | 5.3 | 15 | e2.6 | e0.60 | 0.23 | 0.29 | 0.00 |
9 | 0.00 | e6.0 | 38 | 51 | 38 | 3.6 | 9.3 | e2.4 | e0.76 | 0.20 | 0.34 | 0.00 |
10 | 0.00 | e5.0 | 25 | 34 | 27 | 3.6 | 6.4 | e2.2 | e1.1 | 0.18 | 0.35 | 0.02 |
11 | 0.02 | e68 | 19 | 29 | 18 | 3.8 | 5.1 | e2.1 | e1.7 | 0.54 | 0.31 | 0.05 |
12 | 12 | 105 | 15 | 27 | 16 | 4.4 | 15 | e2.0 | 6.4 | 3.6 | 0.23 | 0.00 |
13 | 1.3 | 31 | 13 | 509 | 125 | 3.5 | 64 | e2.4 | 4.6 | 1.4 | 0.17 | 0.00 |
14 | 0.97 | 17 | 9.3 | 365 | 196 | 2.6 | 22 | 91 | 1.4 | 0.88 | 0.13 | 0.00 |
15 | 1.8 | e13 | 7.9 | 52 | 67 | 2.7 | 10 | e54 | 0.89 | 1.6 | 0.15 | 0.00 |
16 | 1.3 | e11 | e6.6 | 29 | 28 | 6.5 | 5.7 | e31 | 0.80 | 2.6 | 0.26 | 0.00 |
17 | 0.80 | e10 | e6.4 | 20 | 17 | 6.5 | 4.4 | e17 | 0.79 | 0.82 | 0.25 | 0.00 |
18 | 1.2 | e9.0 | e6.0 | 15 | 12 | 3.4 | 3.8 | e10 | 0.70 | 0.57 | 0.21 | 0.00 |
19 | 8.7 | 60 | e5.5 | e12 | 9.0 | 2.9 | 3.8 | e6.4 | 0.59 | 8.5 | 0.16 | 0.00 |
20 | 1.4 | 33 | e5.2 | e11 | 10 | 4.4 | 3.9 | 4.5 | 0.50 | 0.83 | 0.13 | 0.52 |
21 | 0.71 | 19 | e5.0 | e10 | 10 | 5.8 | 3.9 | 3.4 | 0.37 | 0.28 | 0.10 | 0.50 |
22 | 0.65 | 15 | e8.0 | e9.5 | 7.2 | 20 | 6.7 | 2.7 | 0.31 | 0.15 | 0.06 | 0.37 |
23 | 3.7 | 17 | e13 | e8.8 | 6.1 | 43 | 7.6 | e2.1 | 0.22 | 0.12 | 0.03 | 0.39 |
24 | 3.3 | 53 | e10 | e8.4 | 11 | 17 | 6.3 | e1.7 | 0.14 | 0.11 | 0.00 | 0.39 |
25 | 1.1 | 55 | e9.0 | e7.9 | 10 | 10 | 6.7 | e1.4 | 0.10 | 0.10 | 0.00 | 0.81 |
26 | 6.8 | 22 | e8.0 | e7.4 | 7.6 | 8.3 | 12 | e1.2 | 0.07 | 0.10 | 0.19 | 4.0 |
27 | 36 | 24 | e7.4 | e7.0 | 6.0 | 26 | 9.4 | e1.0 | 0.07 | 0.14 | 0.48 | 1.3 |
28 | 2.9 | 43 | e6.8 | e6.8 | 24 | 1600 | 17 | e0.86 | 0.08 | 0.16 | 0.14 | 0.77 |
29 | 1.3 | 38 | e50 | 11 | --- | 251 | 29 | e0.74 | 0.11 | 0.14 | 0.34 | 0.61 |
30 | 6.3 | 199 | 223 | 17 | --- | 54 | 19 | e0.64 | 0.12 | 0.13 | 0.52 | 0.54 |
31 | 14 | --- | 154 | 14 | --- | 195 | --- | e0.54 | --- | 0.10 | 0.39 | --- |
TOTAL | 106.25 | 1178.5 | 1388.1 | 3134.8 | 892.9 | 2346.7 | 426.7 | 283.68 | 29.16 | 33.31 | 11.51 | 10.45 |
MEAN | 3.43 | 39.3 | 44.8 | 101 | 31.9 | 75.7 | 14.2 | 9.15 | 0.97 | 1.07 | 0.37 | 0.35 |
MAX | 36 | 199 | 223 | 922 | 196 | 1600 | 64 | 91 | 6.4 | 8.5 | 3.6 | 4.0 |
MIN | 0.00 | 5.0 | 5.0 | 6.8 | 6.0 | 2.6 | 3.8 | 0.54 | 0.07 | 0.08 | 0.00 | 0.00 |
CFSM | 0.11 | 1.24 | 1.41 | 3.19 | 1.01 | 2.39 | 0.45 | 0.29 | 0.03 | 0.03 | 0.01 | 0.01 |
IN. | 0.12 | 1.38 | 1.63 | 3.68 | 1.05 | 2.75 | 0.50 | 0.33 | 0.03 | 0.04 | 0.01 | 0.01 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1952 - 2005, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 4.27 | 22.4 | 37.1 | 39.6 | 45.8 | 63.9 | 55.3 | 45.7 | 19.7 | 6.62 | 4.83 | 3.90 |
MAX | 82.5 | 223 | 284 | 214 | 176 | 180 | 296 | 222 | 165 | 61.0 | 50.6 | 48.0 |
(WY) | 2002 | 1986 | 2002 | 1982 | 1985 | 1979 | 1996 | 1996 | 2000 | 1958 | 1985 | 1993 |
MIN | 0.00 | 0.00 | 0.00 | 0.02 | 0.14 | 0.00 | 0.51 | 0.24 | 0.00 | 0.00 | 0.00 | 0.00 |
(WY) | 1953 | 1954 | 1954 | 1981 | 1964 | 1954 | 1981 | 1965 | 1953 | 1959 | 1953 | 1952 |
SUMMARY STATISTICS | FOR 2004 CALENDAR YEAR | FOR 2005 WATER YEAR | WATER YEARS 1952 - 2005 | |||
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ANNUAL TOTAL | 11737.30 | 9842.06 | ||||
ANNUAL MEAN | 32.1 | 27.0 | 29.0 | |||
HIGHEST ANNUAL MEAN | 84.1 | 2002 | ||||
LOWEST ANNUAL MEAN | 2.39 | 1954 | ||||
HIGHEST DAILY MEAN | 440 | Mar 4 | 1600 | Mar 28 | 5550 | Dec 17 2001 |
LOWEST DAILY MEAN | 0.00 | Many days | 0.00 | Many days | 0.00 | A |
ANNUAL SEVEN-DAY MINIMUM | 0.00 | Sep 11 | 0.00 | Oct 1 | 0.00 | Oct 1 1951 |
MAXIMUM PEAK FLOW | 2950 | Mar 28 | 9430 B | Dec 17 2001 | ||
MAXIMUM PEAK STAGE | 11.76 | Mar 28 | 13.63 | Dec 17 2001 | ||
ANNUAL RUNOFF (CFSM) | 1.01 | 0.851 | 0.915 | |||
ANNUAL RUNOFF (INCHES) | 13.77 | 11.55 | 12.44 | |||
10 PERCENT EXCEEDS | 106 | 51 | 49 | |||
50 PERCENT EXCEEDS | 8.2 | 5.0 | 2.2 | |||
90 PERCENT EXCEEDS | 0.03 | 0.06 | 0.00 |
B - On basis of contracted opening measurement of peak flow. |
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |