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Threshold of motion of coarse-grained sediment under waves in shallow water
AbstractThis paper considers the threshold of motion of sediment in shallow coastal waters under breaking and non-breaking waves. A simple model, representing conditions at the fluid/sediment interface, is developed. The representation of a breaking wave is based on bore theory, and the shear stress at the bed is based on the friction formula of O'Connor and Yoo. A threshold formula is presented based on the use of energy dissipation. The threshold data is also related to the Shields threshold criterion.
Threshold of motion of coarse-grained sediment under waves in shallow water
AbstractThis paper considers the threshold of motion of sediment in shallow coastal waters under breaking and non-breaking waves. A simple model, representing conditions at the fluid/sediment interface, is developed. The representation of a breaking wave is based on bore theory, and the shear stress at the bed is based on the friction formula of O'Connor and Yoo. A threshold formula is presented based on the use of energy dissipation. The threshold data is also related to the Shields threshold criterion.
Threshold of motion of coarse-grained sediment under waves in shallow water
Morfett, John C. (Autor:in)
Coastal Engineering ; 18 ; 283-295
14.05.1992
13 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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