Equilibrium beach profiles with random seas

Christopher G. Creed*, Robert A. Dalrymple, David L. Kriebel, James M. Kaihatu

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contribution

4 Scopus citations

Abstract

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. Modeling the flow field as in Roelvink and Stive (1989), an equilibrium solution is achieved which includes a longshore bar.

Original languageEnglish (US)
Title of host publicationProceedings of the Coastal Engineering Conference
Editors Anon
PublisherPubl by ASCE
Pages1973-1985
Number of pages13
ISBN (Print)0872629333
StatePublished - Jan 1 1993
EventProceedings of the 23rd International Conference on Coastal Engineering - Venice, Italy
Duration: Oct 4 1992Oct 9 1992

Publication series

NameProceedings of the Coastal Engineering Conference
Volume2
ISSN (Print)0893-8717

Other

OtherProceedings of the 23rd International Conference on Coastal Engineering
CityVenice, Italy
Period10/4/9210/9/92

ASJC Scopus subject areas

  • Ocean Engineering

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