LOCATION.-- Lat 38°41'20", long 89°06'00" (NAD of 1927), in NE1/4NW1/4 sec.21, T.3 N., R.1 E., Marion County, Hydrologic Unit 07140202, on left bank at downstream side of bridge on U.S. Highway 51, about 1 mi north of Fairman, about 5 mi north of Sandoval, and at mile 9.9. |
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DRAINAGE AREA.-- 113 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: October 1979 to current year. |
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STAGE: Water years 1994 to current year. Gage-height record for April 1955 to Sept. 30, 1979, available in files of U.S. Army Corps of Engineers. |
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SURFACE-WATER QUALITY |
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CHEMICAL: Water years 1978-91. |
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GAGE.-- Water-stage recorder, U.S. Army Corps of Engineers satellite telemeter, and crest-stage gage. Datum of gage is 460.20 ft above NGVD of 1929 (levels by U.S. Army Corps of Engineers). |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 17,000 ft3/s, May 16, 1990, from rating curve extended above 9,540 ft3/s, gage height 20.03 ft; no flow for many days in most years. |
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REMARKS FOR CURRENT YEAR.-- Records good except those for estimated daily discharges, which are poor. |
Discharge, cubic feet per second, WATER YEAR OCTOBER 2003 TO SEPTEMBER 2004 DAILY MEAN VALUES |
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DAY | OCT | NOV | DEC | JAN | FEB | MAR | APR | MAY | JUN | JUL | AUG | SEP |
1 | 5.5 | 1.6 | 12 | 63 | e8.6 | 25 | 123 | 40 | 203 | 0.76 | 0.41 | 11 |
2 | 2.6 | 1.8 | 9.1 | 44 | e12 | 62 | 72 | 95 | 56 | 0.72 | 0.25 | 6.0 |
3 | 1.8 | 2.2 | 7.9 | 162 | e40 | 52 | 49 | 59 | 26 | 1.7 | 0.19 | 3.9 |
4 | 1.2 | 3.3 | 7.6 | 2080 | e50 | 502 | 36 | 36 | 16 | 6.6 | 0.31 | 2.7 |
5 | 1.0 | 4.2 | 8.1 | 3730 | e36 | 1030 | 28 | 23 | 11 | 5.5 | 0.24 | 2.3 |
6 | 0.82 | 4.0 | 8.5 | 1630 | e26 | 798 | 23 | 15 | 8.7 | 5.6 | 0.05 | 2.2 |
7 | 0.64 | 2.8 | 8.4 | 107 | e21 | 135 | 21 | 10 | 6.8 | 128 | 0.00 | 2.1 |
8 | 0.59 | 2.7 | 8.0 | 68 | e18 | 70 | 19 | 7.3 | 5.7 | 38 | 0.00 | 1.7 |
9 | 0.85 | 2.8 | 7.9 | 49 | e17 | 47 | 16 | 5.8 | 11 | 10 | 0.00 | 1.3 |
10 | 0.70 | 2.9 | 8.8 | 37 | e29 | 34 | 14 | 4.8 | 8.0 | 4.9 | 0.01 | 1.2 |
11 | 0.54 | 3.9 | 9.8 | 31 | e85 | 28 | 14 | 4.4 | 5.2 | 46 | 0.02 | 1.4 |
12 | 3.3 | 3.7 | 9.8 | 28 | e220 | 23 | 13 | 3.6 | 4.4 | 117 | 0.00 | 1.4 |
13 | 6.7 | 3.5 | 8.9 | 26 | e130 | 19 | 12 | 3.9 | 3.7 | 28 | 0.00 | 1.3 |
14 | 7.0 | 3.3 | 8.1 | 24 | e74 | 18 | 10 | 5.1 | 3.6 | 10 | 0.00 | 1.3 |
15 | 56 | 4.2 | 7.8 | 23 | e60 | 17 | 9.1 | 7.2 | 3.5 | 4.5 | 0.00 | 1.2 |
16 | 44 | 4.3 | 8.4 | 20 | e54 | 17 | 8.5 | 10 | 4.0 | 2.7 | 0.00 | 1.0 |
17 | 17 | 4.0 | 9.1 | 221 | e46 | 17 | 8.1 | 9.5 | 106 | 1.8 | 0.00 | 0.92 |
18 | 9.4 | 674 | 8.9 | 948 | 43 | 16 | 7.7 | 7.1 | 53 | 1.3 | 0.00 | 0.83 |
19 | 6.1 | 998 | 8.5 | 688 | 95 | 14 | 7.7 | 5.9 | 15 | 1.1 | 0.00 | 0.73 |
20 | 5.1 | 951 | 7.6 | 92 | 155 | 14 | 6.9 | 4.7 | 18 | 0.89 | 0.39 | 0.55 |
21 | 5.6 | 104 | 6.3 | e50 | 158 | 14 | 7.2 | 3.9 | 10 | 0.69 | 0.54 | 0.31 |
22 | 3.8 | 41 | 5.9 | e33 | 85 | 12 | 7.1 | 3.2 | 5.5 | 0.42 | 0.41 | 0.34 |
23 | 2.3 | 63 | 356 | e27 | 53 | 11 | 7.8 | 2.7 | 3.4 | 0.30 | 0.32 | 0.22 |
24 | 1.5 | 555 | 570 | e21 | 48 | 11 | 9.5 | 2.5 | 2.5 | 0.22 | 0.55 | 0.14 |
25 | 1.1 | 359 | 121 | e18 | 45 | 11 | 19 | 12 | 1.8 | 0.50 | 0.60 | 0.00 |
26 | 0.64 | 70 | 49 | e16 | 36 | 726 | 23 | 884 | 1.4 | 0.47 | 375 | 0.00 |
27 | 0.45 | 37 | 32 | e14 | 27 | 1400 | 18 | 1640 | 1.2 | 0.44 | 770 | 0.00 |
28 | 0.71 | 25 | 27 | e12 | 21 | 1030 | 13 | 2120 | 1.1 | 0.26 | 882 | 0.03 |
29 | 0.78 | 18 | 639 | e11 | 18 | 328 | 9.5 | 1660 | 0.93 | 0.19 | 134 | 0.00 |
30 | 1.0 | 14 | 724 | e10 | --- | 264 | 7.4 | 713 | 0.82 | 0.56 | 65 | 0.00 |
31 | 1.5 | --- | 162 | e9.2 | --- | 304 | --- | 644 | --- | 0.55 | 25 | --- |
TOTAL | 190.22 | 3964.2 | 2865.4 | 10292.2 | 1710.6 | 7049 | 619.5 | 8042.6 | 597.25 | 419.67 | 2255.29 | 46.07 |
MEAN | 6.14 | 132 | 92.4 | 332 | 59.0 | 227 | 20.6 | 259 | 19.9 | 13.5 | 72.8 | 1.54 |
MAX | 56 | 998 | 724 | 3730 | 220 | 1400 | 123 | 2120 | 203 | 128 | 882 | 11 |
MIN | 0.45 | 1.6 | 5.9 | 9.2 | 8.6 | 11 | 6.9 | 2.5 | 0.82 | 0.19 | 0.00 | 0.00 |
CFSM | 0.05 | 1.17 | 0.82 | 2.94 | 0.52 | 2.01 | 0.18 | 2.30 | 0.18 | 0.12 | 0.64 | 0.01 |
IN. | 0.06 | 1.31 | 0.94 | 3.39 | 0.56 | 2.32 | 0.20 | 2.65 | 0.20 | 0.14 | 0.74 | 0.02 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1980 - 2004, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 17.8 | 100 | 119 | 129 | 172 | 177 | 159 | 167 | 70.7 | 42.4 | 29.6 | 25.2 |
MAX | 111 | 628 | 547 | 522 | 591 | 425 | 628 | 862 | 334 | 268 | 196 | 341 |
(WY) | 1985 | 1986 | 1988 | 1999 | 1982 | 1984 | 1994 | 1990 | 2000 | 1993 | 1985 | 1993 |
MIN | 0.00 | 0.00 | 0.21 | 0.03 | 6.48 | 4.61 | 2.10 | 2.64 | 0.16 | 0.06 | 0.00 | 0.00 |
(WY) | 2000 | 2000 | 1990 | 1981 | 1996 | 1981 | 1981 | 1988 | 1988 | 1984 | 2002 | 2002 |
SUMMARY STATISTICS | FOR 2003 CALENDAR YEAR | FOR 2004 WATER YEAR | WATER YEARS 1980 - 2004 | |||
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ANNUAL TOTAL | 31249.64 | 38052.00 | ||||
ANNUAL MEAN | 85.6 | 104 | 100 | |||
HIGHEST ANNUAL MEAN | 175 | 1985 | ||||
LOWEST ANNUAL MEAN | 29.7 | 1981 | ||||
HIGHEST DAILY MEAN | 1480 | Jun 12,13 | 3730 | Jan 5 | 7660 | May 17 1990 |
LOWEST DAILY MEAN | 0.21 | Sep 21 | 0.00 | A | 0.00 | B |
ANNUAL SEVEN-DAY MINIMUM | 0.26 | Sep 19 | 0.00 | Aug 12 | 0.00 | Oct 9 1980 |
MAXIMUM PEAK FLOW | 4550 | Jan 5 | 17000 C | May 16 1990 | ||
MAXIMUM PEAK STAGE | 17.60 | Jan 5 | 20.03 | May 16 1990 | ||
ANNUAL RUNOFF (CFSM) | 0.758 | 0.920 | 0.887 | |||
ANNUAL RUNOFF (INCHES) | 10.29 | 12.53 | 12.06 | |||
10 PERCENT EXCEEDS | 298 | 162 | 185 | |||
50 PERCENT EXCEEDS | 8.4 | 9.0 | 8.5 | |||
90 PERCENT EXCEEDS | 0.45 | 0.42 | 0.04 |
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |