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

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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 1961-01-01
 
Type Report or Paper
NonPeerReviewed
 
Format application/pdf
 
Identifier http://authors.library.caltech.edu/25975/1/KH_R_3.pdf
Kennedy, J. F. (John Fisher) (1961) Further laboratory studies of the roughness and suspended load of alluvial streams. California Institute of Technology . (Unpublished) http://resolver.caltech.edu/CaltechKHR:KH-R-3 <http://resolver.caltech.edu/CaltechKHR:KH-R-3>
 
Relation http://resolver.caltech.edu/CaltechKHR:KH-R-3
http://authors.library.caltech.edu/25975/
 
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