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Apr 26, 2012
Monte Carlo Simulation on Damage of Armor Stone Covering Composite Breakwater Mound
Authors: Akira Matsumoto, Minoru Hanzawa, and Shigeo TakahashiAuthor Affiliations
Publication: Coastal Structures 2003
Abstract
A new estimation method for cumulative damage of armor stones covering a rubble mound foundation of a composite breakwater is proposed. The method is based on a wave induced flow field near the breakwater mound, which is calculated by a numerical wave flume CADMAS-SURF, and successive Monte Carlo simulation. Trial computations and comparisons with experimental results demonstrate the validity and usefulness of the proposed method.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Akira Matsumoto
Research Engineer, TETRA Co., Ltd., 2-7 Higashi-Nakanuki, Tsuchiura, Ibaraki, 300-0006, Japan
Minoru Hanzawa
Senior Research Engineer, TETRA Co., Ltd., 2-7 Higashi-Nakanuki, Tsuchiura, Ibaraki, 300-0006, Japan
Shigeo Takahashi
Director of Research, Port and Airport Research Institute, 3-1-1 Nagase, Yokosuka, Kanagawa, 239-0826, Japan
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