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Dec 31, 2015

Numerical Simulation of Beach Profile Changes

Publication: Coastal Engineering 1986

Abstract

This paper presents an overall numerical model for predicting beach profile changes due to waves. The local rate of net on/offshore sediment transport is empirically formulated as a function of the Ursell number and Hallermeier parameter. A sub-model of two-dimensional wave transformation includes the wave shoaling, breaking and damping in a surf zone. It is combined with another sub-model of beach profile change for the analyses of wave-profile interaction. The validity of the model is examined through hindcasting of profile changes observed in ordinary and prototype-scale flumes.

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Go to Coastal Engineering 1986
Coastal Engineering 1986
Pages: 1444 - 1455

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Published online: Dec 31, 2015

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Hitoshi Nishimura
Associate Professor, Institute of Engineering Mechanics, University of Tsukuba, Sakura, Niihari, Ibaraki 305, Japan.
Tsuguo Sunamura
Associate Professor, Institute of Geoscience, University of Tsukuba, Sakura, Niihari, Ibaraki 305, Japan.

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