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Further laboratory studies of the roughness and suspended load of alluvial streams

CaltechAUTHORS

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Relation https://authors.library.caltech.edu/25975/ https://resolver.caltech.edu/CaltechKHR:KH-R-3 CaltechKHR:KH-R-3 10.7907/Z9086382
Title Further laboratory studies of the roughness and suspended load of alluvial streams
Creator Kennedy, J. F. (John Fisher)
Description A laboratory study was made to determine the variation with depth and velocity of the hydraulic and sediment transport characteristics of a constant-discharge flow. Eight experimental runs were performed in a 60-foot long, 33.5-inch wide recirculating laboratory flume. The unit discharge for all runs was 0.50 cfs per ft. and the velocity was varied from 0.91 to 2.21 fps, corresponding to a change in depth from 0.550 to 0.228 ft. The bed sand used for these experiments had a geometric mean...
Publisher California Institute of Technology
Date 1961-04
Type Report or Paper NonPeerReviewed
Format application/pdf
Language en
Rights other
Identifier https://authors.library.caltech.edu/25975/1/TR000068.pdf Kennedy, J. F. (John Fisher) (1961) Further laboratory studies of the roughness and suspended load of alluvial streams. W. M. Keck Laboratory of Hydraulics and Water Resources Report, 3. California Institute of Technology , Pasadena, CA. (Unpublished) https://resolver.caltech.edu/CaltechKHR:KH-R-3 <https://resolver.caltech.edu/CaltechKHR:KH-R-3>

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