LOCATION.-- Lat 38°21'25", long 88°35'00" (NAD of 1927), in SW1/4 sec.7, T.2 S., R.6 E., Wayne County, Hydrologic Unit 05120115, on right bank 0.1 mi downstream from Shoe Creek, 0.5 mi downstream from bridge on State Highway 15, 0.9 mi upstream from railroad bridge, 1 mi north of Wayne City, and at mile 42.4. |
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DRAINAGE AREA.-- 464 mi2. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: August 1908 to December 1912, June 1914 to September 1921, June 1928 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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SPECIFIC CONDUCTANCE: Water year 1979. |
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WATER TEMPERATURE: Water year 1979. |
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REVISED RECORDS.-- WSP 1143: 1947-48. WSP 1205: 1918-21, 1929-31, 1937-39. WSP 1335: 1908-13, 1916(M), 1930-34, 1935(M). WSP 1725: Drainage area. |
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GAGE.-- Water-stage recorder, U.S. Army Corps of Engineers satellite telemeter, and concrete dam since Nov. 17, 1954. Datum of gage is 383.15 ft above NGVD of 1929 (levels by U.S. Army Corps of Engineers). Prior to Sept. 30, 1921, nonrecording gage at site 0.9 mi downstream at datum about 3.0 ft lower. June 11, 1928, to Oct. 4, 1939, nonrecording gage at site 0.5 mi upstream at datum 2.8 ft lower. |
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REMARKS.-- Wayne City municipal water plant diverts about 0.46 ft3/s at gage since November 1954; diversion not included in records. |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum discharge, 59,400 ft3/s, May 17, 1990, gage height, 25.75 ft; maximum gage height, 26.68 ft, May 8, 1961; no flow at times in several years. |
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REMARKS FOR CURRENT YEAR.-- Records good except those for estimated daily discharges, those for discharges less than 5.0 ft3/s, and those for period of June 7-18, June 23 to July 26, July 9-11, and July 17-22, 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 | 22 | 3.3 | 37 | 393 | e52 | 159 | 1170 | 183 | 3340 | e10 | 32 | 168 |
2 | 12 | 3.0 | 28 | 174 | e50 | 332 | 479 | 588 | 2400 | 12 | 17 | 92 |
3 | 8.5 | 2.7 | 21 | 143 | e100 | 227 | 254 | 527 | 792 | 39 | 13 | 59 |
4 | 7.1 | 1.5 | 17 | 735 | 219 | 2980 | 177 | 245 | 156 | 36 | 13 | 96 |
5 | 5.4 | 0.71 | 17 | 2610 | 210 | 3080 | 129 | 141 | 83 | 37 | 46 | 218 |
6 | 3.8 | e0.40 | 17 | 2290 | 203 | 2310 | 102 | 96 | 53 | 231 | 21 | 66 |
7 | 2.8 | e0.35 | 15 | 2460 | 197 | 1850 | 87 | 67 | 40 | 146 | 12 | 39 |
8 | 2.1 | e0.32 | 15 | 2020 | 158 | 597 | 79 | 50 | 36 | 60 | 9.1 | 28 |
9 | 1.6 | e0.30 | 14 | 324 | 128 | 211 | 72 | 37 | 32 | 40 | 7.8 | 24 |
10 | 1.9 | e0.30 | 15 | 163 | 155 | 134 | 60 | 28 | 28 | 40 | 6.7 | 20 |
11 | 2.0 | e0.40 | 16 | 126 | 302 | 97 | 53 | 19 | 23 | 44 | 5.6 | 16 |
12 | 1.9 | 2.5 | 19 | 133 | 455 | 75 | 48 | 14 | 25 | 208 | 5.5 | 15 |
13 | 1.9 | 3.1 | 21 | 109 | 538 | 59 | 45 | 25 | 39 | 266 | 4.7 | 15 |
14 | 2.4 | 3.5 | 20 | 90 | 390 | 60 | 43 | 379 | 37 | 233 | 3.9 | 17 |
15 | 1.8 | 4.5 | 20 | 83 | 265 | 63 | 41 | 461 | 35 | 111 | 3.6 | 13 |
16 | 1.4 | 4.5 | 20 | 76 | 197 | 60 | 37 | 209 | 33 | 57 | 3.2 | 12 |
17 | 2.2 | 4.7 | 19 | 97 | 194 | 62 | 35 | 125 | 30 | 37 | 3.2 | 12 |
18 | 2.0 | 11 | 19 | 1710 | 151 | 61 | 31 | 74 | 168 | 30 | 5.2 | 12 |
19 | 1.2 | 702 | 19 | e1600 | 148 | 59 | 22 | 58 | 286 | 24 | 6.2 | 13 |
20 | 0.78 | 1180 | 17 | e850 | 248 | 55 | 20 | 70 | 186 | 18 | 7.9 | 13 |
21 | 1.6 | 841 | 17 | e380 | 374 | 56 | 18 | 48 | 144 | e12 | 7.5 | 14 |
22 | 2.9 | 211 | 16 | 187 | 364 | 54 | 19 | 44 | 93 | e20 | 7.0 | 14 |
23 | 3.0 | 86 | 17 | e100 | 257 | 50 | 16 | 70 | 47 | 343 | 6.4 | 12 |
24 | 2.3 | 514 | 174 | e90 | 190 | 53 | 18 | 185 | 37 | 32 | 12 | 11 |
25 | 2.0 | 1110 | 606 | e83 | 164 | 51 | 144 | 197 | 33 | 14 | 153 | 9.0 |
26 | 1.8 | 668 | 240 | e76 | 149 | 60 | 290 | 1900 | 29 | 11 | 4100 | 7.7 |
27 | 1.4 | 188 | 109 | e72 | 130 | 1940 | 164 | 3640 | 24 | 12 | 5590 | 7.3 |
28 | 2.0 | 95 | 69 | e66 | 109 | 2100 | 94 | 3880 | 19 | 9.6 | 4300 | 6.8 |
29 | 2.1 | 63 | 198 | e62 | 94 | 2410 | 61 | 3150 | 13 | 9.6 | 3620 | 6.3 |
30 | 2.4 | 46 | 1060 | e58 | --- | 1780 | 45 | 3200 | e10 | 35 | 2110 | 6.0 |
31 | 2.9 | --- | 1110 | e55 | --- | 1410 | --- | 4170 | --- | 130 | 498 | --- |
TOTAL | 109.18 | 5751.08 | 4002 | 17415 | 6191 | 22495 | 3853 | 23880 | 8271 | 2307.2 | 20630.5 | 1042.1 |
MEAN | 3.52 | 192 | 129 | 562 | 213 | 726 | 128 | 770 | 276 | 74.4 | 666 | 34.7 |
MAX | 22 | 1180 | 1110 | 2610 | 538 | 3080 | 1170 | 4170 | 3340 | 343 | 5590 | 218 |
MIN | 0.78 | 0.30 | 14 | 55 | 50 | 50 | 16 | 14 | 10 | 9.6 | 3.2 | 6.0 |
CFSM | 0.01 | 0.41 | 0.28 | 1.21 | 0.46 | 1.56 | 0.28 | 1.66 | 0.59 | 0.16 | 1.43 | 0.07 |
IN. | 0.01 | 0.46 | 0.32 | 1.40 | 0.50 | 1.80 | 0.31 | 1.91 | 0.66 | 0.18 | 1.65 | 0.08 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1909 - 2004, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 96.5 | 257 | 416 | 639 | 648 | 787 | 774 | 649 | 306 | 157 | 119 | 73.7 |
MAX | 1462 | 2969 | 3314 | 4052 | 2408 | 2361 | 2495 | 4113 | 1554 | 1162 | 2257 | 1227 |
(WY) | 1920 | 1986 | 1983 | 1949 | 1982 | 1945 | 1957 | 1961 | 2000 | 1993 | 1915 | 1993 |
MIN | 0.02 | 0.13 | 0.29 | 0.69 | 2.51 | 1.96 | 11.6 | 8.96 | 1.48 | 1.05 | 0.06 | 0.05 |
(WY) | 1909 | 1954 | 1954 | 1981 | 1934 | 1954 | 1954 | 1936 | 1988 | 1930 | 1991 | 1940 |
SUMMARY STATISTICS | FOR 2003 CALENDAR YEAR | FOR 2004 WATER YEAR | WATER YEARS 1909 - 2004 | |||
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ANNUAL TOTAL | 133040.48 | 115947.06 | ||||
ANNUAL MEAN | 364 | 317 | 410 | |||
HIGHEST ANNUAL MEAN | 928 | 1950 | ||||
LOWEST ANNUAL MEAN | 32.1 | 1954 | ||||
HIGHEST DAILY MEAN | 5430 | May 9,10 | 5590 | Aug 27 | 45000 | May 9 1961 |
LOWEST DAILY MEAN | 0.00 | A | 0.30 B | Nov 9,10 | 0.00 | C |
ANNUAL SEVEN-DAY MINIMUM | 0.00 | Aug 25 | 0.40 | Nov 5 | 0.00 | Oct 24 1908 |
MAXIMUM PEAK FLOW | 5660 | Aug 27 | 59400 D | May 17 1990 | ||
MAXIMUM PEAK STAGE | 14.02 | Aug 27 | 26.68 | May 8 1961 | ||
ANNUAL RUNOFF (CFSM) | 0.786 | 0.683 | 0.883 | |||
ANNUAL RUNOFF (INCHES) | 10.67 | 9.30 | 12.00 | |||
10 PERCENT EXCEEDS | 1020 | 752 | 1110 | |||
50 PERCENT EXCEEDS | 19 | 50 | 36 | |||
90 PERCENT EXCEEDS | 1.7 | 3.1 | 1.4 |
B - Estimated, but may have been less during period of estimated discharge, Nov. 6-11. |
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Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |