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30 June 2007 Wave Transformation between Submerged Breakwater and Seawall
Hong-Bin Chen, Ching-Piao Tsai, Chun-Chieh Jeng
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Abstract

Chen, H.B., Tsai, C.P. and Jeng, C.C., 2007. Wave transformation between submerged breakwater and seawall. Journal of Coastal Research, SI 50 (Proceedings of the 9th International Coastal Symposium), 1069 – 1074. Gold Coast, Australia, ISSN 0749.0208

This paper presents the experimental results of wave transformation between a submerged permeable breakwater and a seawall including variations of the wave profile, the piling-up of water and the wave run-up. The results show that the wave height transformation behind the submerged breakwater varies in spatial due to the transmitted wave being reflected from the seawall. The energy transfer from the fundamental harmonic to higher frequencies due to the submerged breakwater was also investigated. The piling-up of water behind the submerged breakwater also varies spatially, where the maximum occurs about in the middle area of these two structures. The height of piling-up decreases as the freeboard of the breakwater increases, from which the empirical equation is presented in this paper. As comparing to the case of no submerged structure in front of a seawall, the result shows that the installation of the submerged permeable breakwater is capable of reducing the wave run-up on the seawall efficiently.

Hong-Bin Chen, Ching-Piao Tsai, and Chun-Chieh Jeng "Wave Transformation between Submerged Breakwater and Seawall," Journal of Coastal Research 50(sp1), 1069-1074, (30 June 2007). https://doi.org/10.2112/JCR-SI50-193.1
Published: 30 June 2007
KEYWORDS
Permeable breakwater
Water piling-up
Wave run-up
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