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Numerical Study on Breaking Criteria for Solitary Waves
作者姓名:Chung-ren CHOU  Ruey-syan SHIH  John Z. YIM
作者单位:Department of Harbor and River Engineering,Taiwan Ocean University,Keelung,China,Department of Civil Engineering,Tung Nan Institute of Technology,Taipei,China,Department of Harbor and River Engineering,Taiwan Ocean University,Keelung,China
基金项目:The work was financially supported by the Taiwan Science Council(Project No.NSC-89-2611-E-019-064)
摘    要:Studies of the breaking criteria for solitary waves on a slope are presented in this paper. The boundary element method is used to model the processes of shoaling and breaking of solitary waves on various slopes. Empirical formulae that can be used to characterize the breaking of solitary waves are presented. These include the breaking index, the wave height, the water depth, and the maximum particle velocity at the point of breaking. Comparisons with the results of other researches are given.


Numerical Study on Breaking Criteria for Solitary Waves
Chung-ren CHOU,Ruey-syan SHIH,John Z. YIM.Numerical Study on Breaking Criteria for Solitary Waves[J].China Ocean Engineering,2003,17(4):589-604.
Authors:Chung-ren CHOU Ruey-syan SHIH John Z YIM
Institution:Department of Harbor and River Engineering, Taiwan Ocean University,Keelung, China Department of Civil Engineering,Tung Nan Institute of Technology, Taipei, China Department of Harbor and River Engineering, Taiwan Ocean University,Keelung, China
Abstract:Studies of the breaking criteria for solitary waves on a slope are presented in this paper. The boundary element method is used to model the processes of shoaling and breaking of solitary waves on various slopes. Empirical formulae that can be used to characterize the breaking of solitary waves are presented. These include the breaking index, the wave height, the water depth, and the maximum particle velocity at the point of breaking. Comparisons with the results of other researches are given.
Keywords:boundary element  breaking indices  empirical formula  solitary wave
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