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Dec 31, 2015
Numerical simulation of nonlinear wave interacting with permeable breakwaters
Authors: T. Sakakiyama and R. KajimaAuthor Affiliations
Publication: Coastal Engineering 1992
Abstract
A fully nonlinear simulation model was developed to predict the wave transformation interacting with a permeable breakwater. The present model was applied to simulate wave transformations due to a rubble-mound breakwater and due to a caisson breakwater covered with armor units and verified by hydraulic model tests. Numerical experiments were also performed to interpret the stability of armor units and the wave-induced pressure on the caisson through the pile of armor units.
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Published In
Coastal Engineering 1992
Pages: 1517 - 1530
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© 1993 American Society of Civil Engineers.
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Published online: Dec 31, 2015
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T. Sakakiyama
Senior research engineer, Central Research Institute of Electric Power Industry, 1646, Abiko, Abiko-city, Chiba, 270-11, Japan.
R. Kajima
Senior research fellow, Central Research Institute of Electric Power Industry, 1646, Abiko, Abiko-city, Chiba, 270-11, Japan.
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