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Water surface profiles in irregular natural streams
Simple, practical method is proposed for computation of water surface profiles; method is advantageous when several backwater profiles must be determined in channel; assumption is that velocity of flow is not uniformly distributed over area of any cross section; effect of bend losses, bridge-pier losses, and losses owing to change in shape of cross section can be included when necessary.
Water surface profiles in irregular natural streams
Simple, practical method is proposed for computation of water surface profiles; method is advantageous when several backwater profiles must be determined in channel; assumption is that velocity of flow is not uniformly distributed over area of any cross section; effect of bend losses, bridge-pier losses, and losses owing to change in shape of cross section can be included when necessary.
Water surface profiles in irregular natural streams
ASCE -- Proc (J Hydraulics Div)
Argyropoulos, P.A. (author)
1961
10 pages
Article (Journal)
English
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