Núm. 23 (1992), Conference Proceedings
Núm. 23 (1992)

EQUILIBRIUM BEACH PROFILES WITH RANDOM SEAS

Conference Proceedings
Publicado 1992-01-29
Christopher G. Creed
Center for Applied Coastal Research, Department of Civil Engineering, University of Delaware
Robert A. Dalrymple
Department of Civil Engineering, University of Delaware
David L. Kriebel
Naval Systems Engineering Department, United States Naval Academy
James M. Kaihatu
Department of Civil Engineering, University of Delaware
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Palabras clave

random seas
beach profile
equilibrium beach profiles

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EQUILIBRIUM BEACH PROFILES WITH RANDOM SEAS. (1992). Coastal Engineering Proceedings, 1(23). https://doi.org/10.9753/icce.v23.%p
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Resumen

Three quantitative equilibrium beach profiles models are presented for random wave fields. Two models follow the work of Larson where improvements to the spilling breaker assumption are made with spectral estimations of wave breaking. The third model is established by imposing a no-net sediment transport condition on Bailard's (1982) cross-shore sediment transport formulation. Modelling the flow field as in Roelvink and Stive (1989), an equilibrium solution is achieved which includes a longshore bar.
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