3 edition of Time-of-travel and reaeration data for seven small streams in Alabama, June 1983 to August 1984 found in the catalog.
Time-of-travel and reaeration data for seven small streams in Alabama, June 1983 to August 1984
Richard Alfred Gardner
by U.S. Dept. of the Interior, Geological Survey, Open-File Services Section, Western Distribution Branch in Montgomery, Ala, Denver, Colo
Written in English
|Statement||by Richard A. Gardner ; prepared in cooperation with the Alabama Department of Environmental Management.|
|Series||Open-file report -- 86-312., U.S. Geological Survey open-file report -- 86-312.|
|Contributions||Alabama. Dept. of Environmental Management., Geological Survey (U.S.)|
|The Physical Object|
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Get this from a library. Time-of-travel and reaeration data for seven small streams in Alabama, June to August [Richard Alfred Gardner; Alabama. Department of Environmental Management.; Geological Survey (U.S.)].
for time-of-travel and reaeration studies conducted from June to August on seven small streams in Alabama. Time-of-travel data and reaeration coefficients are used in water quality models to estimate the effects of organic loadings on dissolved oxygen concentrations along stream : R.A.
Gardner. Gardner, R.A.,Data collection for a time-of-travel and dispersion study on the Coosa River near Childersburg, Alabama: U.S.
Geological Survey Open-File Report65 p. _____Time-of-travel and reaeration data for seven small streams in Alabama, June to August U.S. Geological Survey Open-File Report17 p.Rivers and river basins in Alabama [microform] Alabama Development Office Montgomery, Ala Wikipedia Citation Please see Wikipedia's template documentation for further.
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During January and February ofstream- gaging stations were installed at each site for continuous monitoring of stream discharge.
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Option 2 Using data collected in field measurements of stream reaeration, Churchill, Elmore, and Buckingham () developed the following expression for K2 at 20°C.
where K = u ° d x IH u = average velocity in the stream, ft/sec. d = average depth of the stream, ft l2 = reaeration coefficient, day"-'- K. Option 3 O.
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