2013Journal of Changsha University of Science & TechnologyRequires access

Hydrodynamic characteristic of solitary wave passing the permeable submerged breakwater

Zhimin Liu

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Abstract

The physical model experiment was carried out.The solitary wave propagation over the submerged breakwater,transmission coefficient and wave run-up were studied.The relationship between permeable rate,relative crest depth and wave dissipation of the submerged breakwater,the wave run-up was analyzed.The experimental results show that the transmission coefficient increases as relative crest depth increased in the same permeable rate.The wave run-up increases as the wave height increased in a linear trend.The wave run-up increase as the relative crest depth increased in the same permeable rate.

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What this paper is about

The physical model experiment was carried out.The solitary wave propagation over the submerged breakwater,transmission coefficient and wave run-up were studied.The relationship between permeable rate,relative crest depth and wave dissipation of the submerged breakwater,the wave run-up was analyzed.The experimental results show that the transmission coefficient increases as relative crest depth increased in the same permeable rate.The wave run-up increases as the wave height increased in a linear trend.The wave run-up increase as the relative crest depth increased in the same permeable rate.

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Available abstract

The physical model experiment was carried out.The solitary wave propagation over the submerged breakwater,transmission coefficient and wave run-up were studied.The relationship between permeable rate,relative crest depth and wave dissipation of the submerged breakwater,the wave run-up was analyzed.The experimental results show that the transmission coefficient increases as relative crest depth increased in the same permeable rate.The wave run-up increases as the wave height increased in a linear trend.The wave run-up increase as the relative crest depth increased in the same permeable rate.

Key concepts: Crest, Breakwater, Dissipation, Wave height, Mechanics, Transmission coefficient, Geotechnical engineering, Wave shoaling

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