A SIMPLIFIED MODEL FOR LONGSHORE SEDIMENT TRANSPORT
No. 19 (1984), Conference Proceedings
No. 19 (1984)

A SIMPLIFIED MODEL FOR LONGSHORE SEDIMENT TRANSPORT

Conference Proceedings
https://doi.org/10.9753/icce.v19.99
Published 1984-01-29
James A. Bailard
Naval Civil Engineering Laboratory Port Hueneme
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Keywords

longshore transport
sediment transport
transport model

How to Cite

Bailard, J. A. (1984). A SIMPLIFIED MODEL FOR LONGSHORE SEDIMENT TRANSPORT. Coastal Engineering Proceedings, 1(19), 99. https://doi.org/10.9753/icce.v19.99
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Abstract

An energetics-based longshore sediment transport model is developed which takes the form of a modification to the wave power equation. Instead of being constant, the wave power coefficient is a function of the breaker angle and the ratio of the orbital velocity magnitude and the sediment fall velocity. This modification extends the range of application of the wave power equation to include both field and laboratory conditions.
https://doi.org/10.9753/icce.v19.99
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