(National Stream-Quality Accounting Network Station)
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LOCATION.-- Lat 41°46'50", long 90°15'07" (NAD of 1927), in NW1/4 sec.34, T.81 N., R.6 E., Clinton County, Hydrologic Unit 07080101, on right bank at end of Eighth Avenue in Camanche, 5.0 mi upstream from Wapsipinicon River, 6.4 mi downstream from Clinton, 10.6 mi downstream from Lock and Dam 13, and at mile 511.8 upstream from Ohio River. |
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DRAINAGE AREA.-- 85,600 mi2, approximately, at Fulton-Lyons Bridge at Clinton. |
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PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE |
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DISCHARGE: June to August 1873 (fragmentary), October 1873 to current year. October 1932 to September 1939, published as "at Le Claire." June 1873 to December 1932, published in the Iowa State Planning Board report "Stream-flow records of Iowa, 1873-1932." |
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SURFACE-WATER QUALITY |
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CHEMICAL: October 1974 to September 1987, October 1994 to current year. |
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SEDIMENT: October 1994 to September 30, 1997 (discontinued). |
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SPECIFIC CONDUCTANCE: July 1975 to September 1976; sporadic measurements February 1977 to September 1981; October 1994 to September 30, 1997 (discontinued). |
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WATER TEMPERATURE: July 1975 to April 1989; January 1995 to September 30, 1997 (discontinued). |
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MISCELLANEOUS: Periodic observations. |
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REVISED RECORDS.-- WDR IA-75-1: 1974. |
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GAGE.-- Water-stage recorder and U.S. Army Corps of Engineers satellite telemeter. Datum of gage is 562.68 ft above NGVD of 1929. June 6, 1969 to Sept. 16, 1988, water-stage recorder at site 400 ft. upstream at same datum. Auxiliary water-stage recorder at Lock and Dam 13 since Oct. 1, 1958. See WSP 1728 for history of changes prior to Oct. 1, 1955. |
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REMARKS.-- Minor flow regulation caused by navigation dams. |
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EXTREMES FOR PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum daily discharge, 307,000 ft3/s, discharge affected by regulation or diversion, April 28, 1965, gage height, 24.65 ft; minimum daily discharge, 6,500 ft3/s, December 25, 1933. |
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SUSPENDED-SEDIMENT CONCENTRATIONS: Maximum daily mean, 294 mg/L; Apr. 7, 1997; minimum daily mean, 1 mg/L several days in December 1995 - January 1996. |
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SUSPENDED-SEDIMENT LOADS: Maximum daily, 108,000 tons, Apr. 7, 1997; minimum daily, 96 tons, Jan. 9, 1996. |
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SPECIFIC CONDUCTANCE: Maximum daily 560 microsiemens Nov. 24 to Dec. 3, 1979; minimum daily 220 microsiemens Apr . 19, 20, 1976, Nov. 8-18, 1980. |
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WATER TEMPERATURE: Maximum daily 31.5°C July 21-23, 1983; minimum daily 0.0°C on many days during winter periods. |
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EXTREMES OUTSIDE PERIOD OF RECORD.-- |
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SURFACE-WATER DISCHARGE AND STAGE: Maximum stage known since at least 1828, that of Apr. 28, 1965. |
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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 | 17900 | 17600 | 22100 | 22500 | e15000 | e35000 | 83800 | 68000 | 123000 | 90400 | 34100 | 28300 |
2 | 22000 | 22900 | 18500 | 20600 | e15200 | 43100 | 89500 | 66700 | 130000 | 78400 | 33200 | 28100 |
3 | 20100 | 26500 | 16200 | 19100 | e15700 | 55300 | 94100 | 63600 | 130000 | 62700 | 37400 | 28400 |
4 | 14700 | 33400 | 16600 | 15200 | e18200 | 60000 | 101000 | 60200 | 126000 | 58000 | 37500 | 27900 |
5 | 14900 | 43600 | 19200 | 15500 | e19000 | 70600 | 104000 | 51300 | 121000 | 52700 | 41900 | 25900 |
6 | 17200 | 39400 | 21200 | e15000 | e19400 | 83600 | 107000 | 48000 | 120000 | 48400 | 49000 | 24100 |
7 | 18000 | 31700 | 20900 | e15400 | e19000 | 85700 | 113000 | 43800 | 121000 | 56100 | 44500 | 27800 |
8 | 18100 | 26300 | 20900 | e15700 | e18900 | 74600 | 115000 | 43800 | 125000 | 62100 | 39200 | 28200 |
9 | 18800 | 24900 | 22600 | e15800 | e18900 | 68700 | 111000 | 42600 | 129000 | 64100 | 38400 | 27200 |
10 | 19500 | 23900 | 28200 | e16300 | e18900 | 59700 | 101000 | 43000 | 136000 | 62700 | 37100 | 27900 |
11 | 20200 | 24000 | 28600 | e17700 | e19000 | 53300 | 93400 | 48100 | 137000 | 63400 | 37100 | 31500 |
12 | 20000 | 24800 | 23600 | e18800 | e19300 | 47300 | 81300 | 47900 | 139000 | 64400 | 35600 | 32000 |
13 | 19800 | 20900 | 18400 | e17100 | e19300 | 39600 | 71600 | 50800 | 142000 | 68500 | 34300 | 32100 |
14 | 19400 | 21000 | 16800 | e16100 | e19300 | 41300 | 65100 | 55500 | 146000 | 67800 | 34400 | 32000 |
15 | 24600 | 20200 | 16100 | e15700 | e19200 | 44200 | 59000 | 55000 | 148000 | 65100 | 34300 | 30200 |
16 | 23600 | 20100 | 17000 | e16600 | e19100 | 46100 | 56100 | 54300 | 150000 | 62000 | 33400 | 32800 |
17 | 21800 | 22600 | 15400 | e17800 | e19300 | 48100 | 54000 | 54000 | 153000 | 60100 | 31900 | 47500 |
18 | 18600 | 24900 | 14000 | e17100 | e19300 | 48100 | 49900 | 57500 | 164000 | 60000 | 33200 | 53300 |
19 | 18100 | 27800 | 16600 | e16100 | e19400 | 47200 | 45700 | 65100 | 169000 | 60100 | 33900 | 59100 |
20 | 19000 | e31000 | 19400 | e15400 | e19400 | 46800 | 44200 | 65100 | 171000 | 58800 | 35600 | 61500 |
21 | 19000 | e32000 | 21600 | e16700 | e20600 | 47400 | 48300 | 64400 | 171000 | 57200 | 34500 | 60900 |
22 | 18200 | e30000 | 21800 | e15800 | e22600 | 46700 | 55200 | 66900 | 169000 | 58100 | 31600 | 63400 |
23 | 18700 | e28500 | 21600 | e15300 | e25600 | 45500 | 56400 | 95900 | 165000 | 57900 | 28300 | 61400 |
24 | 19400 | e27500 | 21900 | e15300 | e28900 | 48200 | 54800 | 129000 | 158000 | 57700 | 26200 | 56500 |
25 | 20500 | 26700 | 21900 | e14900 | e33100 | 51200 | 56900 | 143000 | 150000 | 51900 | 28400 | 54200 |
26 | 22400 | 25500 | 21600 | e14700 | e33400 | 55200 | 63700 | 143000 | 141000 | 43300 | 31100 | 54400 |
27 | 26500 | 25800 | 22100 | e15600 | e29000 | 61100 | 66400 | 132000 | 129000 | 42200 | 31800 | 53900 |
28 | 23100 | 26900 | 22500 | e15200 | e29000 | 62100 | 65400 | 114000 | 114000 | 40000 | 32500 | 53400 |
29 | 17600 | 26300 | 23900 | e15200 | e29800 | 64900 | 64200 | 99500 | 101000 | 33000 | 36400 | 54800 |
30 | 16300 | 24300 | 24500 | e15000 | --- | 74200 | 66400 | 99400 | 98000 | 32200 | 35400 | 53600 |
31 | 16600 | --- | 24500 | e15100 | --- | 77200 | --- | 111000 | --- | 34100 | 29700 | --- |
TOTAL | 604600 | 801000 | 640200 | 508300 | 622800 | 1732000 | 2237400 | 2282400 | 4176000 | 1773400 | 1081900 | 1252300 |
MEAN | 19500 | 26700 | 20650 | 16400 | 21480 | 55870 | 74580 | 73630 | 139200 | 57210 | 34900 | 41740 |
MAX | 26500 | 43600 | 28600 | 22500 | 33400 | 85700 | 115000 | 143000 | 171000 | 90400 | 49000 | 63400 |
MIN | 14700 | 17600 | 14000 | 14700 | 15000 | 35000 | 44200 | 42600 | 98000 | 32200 | 26200 | 24100 |
AC-FT | 1199000 | 1589000 | 1270000 | 1008000 | 1235000 | 3435000 | 4438000 | 4527000 | 8283000 | 3518000 | 2146000 | 2484000 |
CFSM | 0.23 | 0.31 | 0.24 | 0.19 | 0.25 | 0.65 | 0.87 | 0.86 | 1.63 | 0.67 | 0.41 | 0.49 |
IN. | 0.26 | 0.35 | 0.28 | 0.22 | 0.27 | 0.75 | 0.97 | 0.99 | 1.81 | 0.77 | 0.47 | 0.54 |
e Estimated |
STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1874 - 2004, BY WATER YEAR (WY) | ||||||||||||
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MEAN | 40720 | 39200 | 27970 | 25790 | 28190 | 50510 | 89790 | 82630 | 69850 | 56280 | 37860 | 38040 |
MAX | 203600 | 146800 | 73590 | 54100 | 65680 | 127500 | 175900 | 212400 | 182100 | 198900 | 113400 | 92380 |
(WY) | 1882 | 1882 | 1882 | 1973 | 1966 | 1973 | 1997 | 1888 | 1892 | 1993 | 1993 | 1938 |
MIN | 13490 | 13760 | 11120 | 11390 | 14000 | 17600 | 26040 | 23190 | 15420 | 14690 | 12460 | 13870 |
(WY) | 1934 | 1934 | 1934 | 1890 | 1893 | 1934 | 1931 | 1977 | 1988 | 1988 | 1936 | 1933 |
SUMMARY STATISTICS | FOR 2003 CALENDAR YEAR | FOR 2004 WATER YEAR | WATER YEARS 1874 - 2004 | |||
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ANNUAL TOTAL | 15604900 | 17712300 | ||||
ANNUAL MEAN | 42750 | 48390 | 48940 | |||
HIGHEST ANNUAL MEAN | 94690 | 1882 | ||||
LOWEST ANNUAL MEAN | 18870 | 1934 | ||||
HIGHEST DAILY MEAN | 157000 | May 22 | 171000 | Jun 20 | 307000 | Apr 28 1965 |
LOWEST DAILY MEAN | 13900 | Sep 30 | 14000 | Dec 18 | 6500 | Dec 25 1933 |
ANNUAL SEVEN-DAY MINIMUM | 16000 | Sep 5 | 15100 | Jan 25 | 7430 | Dec 24 1933 |
MAXIMUM PEAK FLOW | 175000 | Jun 21 | ||||
MAXIMUM PEAK STAGE | 18.17 | Jun 21 | 24.65 | Apr 28 1965 | ||
ANNUAL RUNOFF (AC-FT) | 30950000 | 35130000 | 35460000 | |||
ANNUAL RUNOFF (CFSM) | 0.499 | 0.565 | 0.572 | |||
ANNUAL RUNOFF (INCHES) | 6.78 | 7.70 | 7.77 | |||
10 PERCENT EXCEEDS | 90000 | 111000 | 95200 | |||
50 PERCENT EXCEEDS | 27400 | 34200 | 37600 | |||
90 PERCENT EXCEEDS | 18500 | 16800 | 19000 |
Table of Contents |
Introduction |
Station Descriptions |
Surface-Water Data |
Ground-Water Data |
Meteorological Data |
Biological Data |