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Dec 31, 2015
Reduction of Wave Overtopping Rate by the Use of Artificial Reefs
Authors: Toru Sawaragi, Ichiro Deguchi, and San-Kil ParkAuthor Affiliations
Publication: Coastal Engineering 1988
Abstract
A wave overtopping rate from a sea dike of various toe depths is formulated based on a weir model in an unidirectional flow. To evaluated the wave overtopping rate from a seadike on an artificial reef by the weir model, a numerical procedure for predicting wave transformations including the effect of forced wave breaking on the reef is constructed. After confirming the applicability of the model through experiments with regular and irregular waves, the effect of artificial reef on wave overtopping is discussed. So-called individual wave analysis method is shown to he applicable to the wave overtopping caused by irregular waves.
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© 1989 American Society of Civil Engineers.
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Published online: Dec 31, 2015
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Toru Sawaragi
Professor, Dept. of Civil Engineering, Osaka University, Osaka, Japan
Ichiro Deguchi
Associate Professor, Dept. of Civil Engineering, Osaka University, Osaka, Japan
San-Kil Park
Assistant Professor, Dept. of Civil Engineering, Pusan University, Pusan, Korea
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.