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Object of study is to develop similarity criteria for sediment-transport rate and for scour depth in localized-scour situations; principal assumption is that in area of localized scour, velocity and velocity distribution are results of disturbance element around which scour was occurring; criteria are presented; for flow situations that are free from gravity waves, sediment inflow from upstream, and extraneous influences on flow pattern such as dunes passing through scour hole; procedure is demonstrated for case of horizontal cylinder settling into scour hole in oscillatory flow.
Object of study is to develop similarity criteria for sediment-transport rate and for scour depth in localized-scour situations; principal assumption is that in area of localized scour, velocity and velocity distribution are results of disturbance element around which scour was occurring; criteria are presented; for flow situations that are free from gravity waves, sediment inflow from upstream, and extraneous influences on flow pattern such as dunes passing through scour hole; procedure is demonstrated for case of horizontal cylinder settling into scour hole in oscillatory flow.
Similarity laws for localized scour
ASCE -- Proc (J Hydraulics Div)
Carstens, M.R. (author)
1966
24 pages
Article (Journal)
English
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