LOCATION.-- Lat 41°01'08", long 89°50'08" (NAD of 1983), in SE1/4SE1/4 sec.17, T.12 N., R.6 E., Stark County, Hydrologic Unit 07130005, on left bank at upstream side of bridge on West Jersey Road (County Road 300 N), 4.5 mi southwest of Wyoming and at mile 4.9. |
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DRAINAGE AREA.-- 62.7 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: October 1959 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 and 1998. |
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SEDIMENT: October 1980 to September 1981. |
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SPECIFIC CONDUCTANCE: Water year 1981. |
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WATER TEMPERATURE: Water year 1981. |
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MISCELLANEOUS: Contaminants of streambed sediments, August 1996; contaminants of fish tissue, August 1996; streambank sediment size, October 1997; streambed sediment size, October 1997. |
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BIOLOGICAL |
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ALGAE: Water years 1996-98. |
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BENTHIC MACROINVERTEBRATES: Water years 1996-98. |
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FISH: Water years 1996-98. |
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HABITAT: Water years 1996-1998, 2003. |
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REVISED RECORDS.-- WDR IL-75-1: Drainage area. |
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GAGE.-- Water-stage recorder, phone telemeter, and crest-stage gage. Datum of gage is 606.78 ft above NGVD of 1929 (606.53 ft NAVD 1988). Prior to Oct. 1, 1994, at same site at datum 10.00 ft. higher. |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 6,540 ft3/s, from rating curve extended above 1,400 ft3/s, on basis of contracted-opening measurement of peak flow, June 22, 1974; gage height, 23.81 ft (present datum); no flow, Sept. 25, 26, and part of each day Oct. 7, 8, 13, 1988. |
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SUSPENDED-SEDIMENT CONCENTRATIONS: Maximum daily mean, 11,100 mg/L Apr. 14, 1981; minimum daily mean, 20 mg/L Feb. 6-17, 1981. |
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SUSPENDED-SEDIMENT LOADS: Maximum daily, 31,100 tons Apr. 14, 1981; minimum daily, 0.35 ton Feb. 14, 1981. |
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REMARKS FOR CURRENT YEAR.-- Records fair except those for estimated daily discharges, which are 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 | 3.1 | 68 | 84 | 34 | 50 | 61 | 51 | 29 | 17 | 7.0 | 1.1 | 0.64 |
2 | 4.1 | 119 | 78 | 68 | 50 | 58 | 50 | 29 | 17 | 6.9 | 1.00 | 0.60 |
3 | 4.4 | 75 | 75 | 160 | 50 | 57 | 49 | 28 | 17 | 6.4 | 0.94 | 0.60 |
4 | 3.4 | 74 | 73 | 205 | 49 | 58 | 49 | 28 | 18 | 6.5 | 0.83 | 0.60 |
5 | 2.7 | 68 | 66 | 135 | 49 | 55 | 47 | 28 | 17 | 7.0 | 0.89 | 0.84 |
6 | 3.1 | 59 | 101 | 104 | 50 | 54 | 45 | 26 | 16 | 6.2 | 0.82 | 0.65 |
7 | 3.1 | 49 | 146 | 81 | 81 | 57 | 44 | 26 | 16 | 5.5 | 0.62 | 0.93 |
8 | 8.3 | 41 | 143 | 71 | 78 | 51 | 42 | 25 | 17 | 5.2 | 0.68 | 0.58 |
9 | 10 | 39 | 117 | 65 | 65 | 49 | 41 | 26 | 21 | 4.4 | 0.60 | 0.42 |
10 | 4.5 | 38 | 100 | 61 | 58 | 51 | 41 | 25 | 16 | 3.9 | 0.54 | 0.27 |
11 | 3.8 | 35 | 84 | 69 | 55 | 50 | 40 | 24 | 15 | 3.3 | 1.2 | 0.35 |
12 | 4.2 | 33 | 78 | 194 | 54 | 47 | 43 | 24 | 14 | 3.7 | 2.3 | 0.44 |
13 | 5.6 | 30 | 68 | 869 | 62 | 44 | 40 | 26 | 14 | 4.0 | 4.5 | 0.29 |
14 | 5.5 | 29 | 61 | 385 | 157 | 43 | 36 | 26 | 14 | 3.7 | 3.9 | 1.0 |
15 | 5.4 | 29 | 61 | 199 | 130 | 42 | 35 | 24 | 14 | 3.1 | 2.3 | 4.8 |
16 | 5.4 | 28 | 60 | 156 | 110 | 43 | 35 | 24 | 14 | 3.0 | 1.8 | 2.8 |
17 | 5.3 | 28 | 55 | 128 | 97 | 43 | 35 | 24 | 13 | 2.1 | 1.8 | 1.6 |
18 | 3.9 | 28 | 56 | e100 | 85 | 42 | 35 | 23 | 12 | 1.8 | 1.9 | 1.6 |
19 | 4.9 | 41 | 54 | e92 | 78 | 41 | 35 | 25 | 12 | 1.5 | 1.9 | 1.0 |
20 | 4.7 | 38 | e48 | e82 | 81 | 39 | 35 | 24 | 11 | 1.5 | 2.3 | 0.74 |
21 | 5.0 | 33 | e43 | e76 | 79 | 38 | 33 | 23 | 11 | 1.8 | 2.0 | 0.55 |
22 | 12 | 33 | e39 | e72 | 69 | 38 | 47 | 24 | 11 | 1.8 | 1.9 | 0.61 |
23 | 75 | 33 | e36 | e66 | 67 | 43 | 39 | 21 | 9.9 | 1.7 | 1.2 | 0.76 |
24 | 32 | 34 | e34 | e62 | 67 | 44 | 36 | 21 | 9.5 | 1.6 | 0.99 | 0.72 |
25 | 20 | 33 | e32 | e59 | 65 | 64 | 35 | 20 | 8.9 | 1.5 | 1.2 | 0.95 |
26 | 17 | 33 | e31 | e57 | 62 | 69 | 35 | 19 | 8.3 | 2.3 | 2.0 | 0.90 |
27 | 18 | 66 | e30 | 58 | 63 | 65 | 33 | 20 | 7.9 | 6.8 | 1.4 | 1.0 |
28 | 17 | 107 | e30 | 63 | 66 | 63 | 31 | 19 | 8.3 | 3.6 | 1.4 | 0.98 |
29 | 18 | 81 | e31 | 57 | --- | 59 | 31 | 19 | 8.7 | 1.7 | 0.95 | 1.1 |
30 | 24 | 83 | e32 | 54 | --- | 60 | 31 | 20 | 7.2 | 1.2 | 0.73 | 1.4 |
31 | 23 | --- | e33 | 52 | --- | 55 | --- | 18 | --- | 1.1 | 0.69 | --- |
TOTAL | 356.4 | 1485 | 1979 | 3934 | 2027 | 1583 | 1179 | 738 | 395.7 | 111.8 | 46.38 | 29.72 |
MEAN | 11.5 | 49.5 | 63.8 | 127 | 72.4 | 51.1 | 39.3 | 23.8 | 13.2 | 3.61 | 1.50 | 0.99 |
MAX | 75 | 119 | 146 | 869 | 157 | 69 | 51 | 29 | 21 | 7.0 | 4.5 | 4.8 |
MIN | 2.7 | 28 | 30 | 34 | 49 | 38 | 31 | 18 | 7.2 | 1.1 | 0.54 | 0.27 |
CFSM | 0.18 | 0.79 | 1.02 | 2.02 | 1.15 | 0.81 | 0.63 | 0.38 | 0.21 | 0.06 | 0.02 | 0.02 |
IN. | 0.21 | 0.88 | 1.17 | 2.33 | 1.20 | 0.94 | 0.70 | 0.44 | 0.23 | 0.07 | 0.03 | 0.02 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1960 - 2005, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 18.3 | 29.2 | 35.9 | 45.1 | 56.7 | 79.1 | 80.4 | 85.7 | 69.3 | 42.1 | 22.2 | 23.5 |
MAX | 124 | 154 | 177 | 223 | 237 | 272 | 243 | 248 | 338 | 243 | 158 | 184 |
(WY) | 1987 | 1986 | 1983 | 1974 | 1997 | 1979 | 1983 | 1995 | 1974 | 1993 | 1981 | 1970 |
MIN | 0.64 | 1.37 | 0.96 | 1.35 | 3.22 | 13.2 | 6.88 | 6.82 | 6.20 | 3.51 | 1.33 | 0.50 |
(WY) | 1964 | 1965 | 1964 | 1963 | 1964 | 2003 | 1989 | 1989 | 1977 | 1988 | 1988 | 1988 |
SUMMARY STATISTICS | FOR 2004 CALENDAR YEAR | FOR 2005 WATER YEAR | WATER YEARS 1960 - 2005 | |||
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ANNUAL TOTAL | 16104.1 | 13865.00 | ||||
ANNUAL MEAN | 44.0 | 38.0 | 48.9 | |||
HIGHEST ANNUAL MEAN | 131 | 1993 | ||||
LOWEST ANNUAL MEAN | 13.6 | 1964 | ||||
HIGHEST DAILY MEAN | 1140 | May 30 | 869 | Jan 13 | 3330 | Feb 21 1997 |
LOWEST DAILY MEAN | 2.7 | Sep 29 | 0.27 | Sep 10 | 0.00 | A |
ANNUAL SEVEN-DAY MINIMUM | 2.9 | Sep 25 | 0.47 | Sep 7 | 0.11 | Oct 6 1963 |
MAXIMUM PEAK FLOW | 1160 | Jan 13 | 6540 B | Jun 22 1974 | ||
MAXIMUM PEAK STAGE | 19.10 | Jan 13 | 23.81 C | Jun 22 1974 | ||
INSTANTANEOUS LOW FLOW | 0.09 | Sep 10,11 | D | |||
ANNUAL RUNOFF (CFSM) | 0.702 | 0.606 | 0.780 | |||
ANNUAL RUNOFF (INCHES) | 9.55 | 8.23 | 10.59 | |||
10 PERCENT EXCEEDS | 84 | 78 | 105 | |||
50 PERCENT EXCEEDS | 28 | 28 | 22 | |||
90 PERCENT EXCEEDS | 4.8 | 1.0 | 2.9 |
B - From rating curve extended above 1,400 ft3/s on basis of contracted-opening measurement of peak flow. |
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D - Sept. 25, 26, 1998 and part of each day Oct. 7, 8, 13, 1988. |
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |