Hydrodynamic characteristic of solitary wave passing the permeable submerged breakwater
Zhimin Liu
Abstract
Zhimin Liu
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.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
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