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《中国海洋工程(英文版)》 1995-01
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Comparisons of Computational and Experimental Results of Solitary Wave Breaking

Wang Yongxue Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024  
- In this paper, the solitary wave deformation along a gentle slope and the impact pressure, on the wall are investigated experimentally and the results are compared with numerical results obtained based on the volume of fluid (VOF) method. The topography used in the experiment consists of three segments. The left segment is a 1:4 slope, the middle segment 1 :SO slope and the right segment a horizontal bed. Both the wave heights and breaking points obtained from numerical simulation and experiments are in good agreement. Numerical results give reasonable pressure distributions of breaking waves on the wall.
【CateGory Index】: O353.2
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【References】
Chinese Journal Full-text Database 1 Hits
1 QI Peng and WANG Yongxue " Department of Hydraulic Engineering, Tsinghua University, Beijing 100084 , China State Key Laboratory of Coastal and Offshore Engineering, Dallan University of Technology, Dalian 116024 , China;Hydraulic Modeling of A Curtain-Walled Dissipater by the Coupling of RANS and Boussinesq Equations[J];中国海洋工程(英文版);2002-02
【Co-references】
Chinese Journal Full-text Database 1 Hits
1 QI Peng WANG Yongxue and ZOU Zhili 1 Doctor, State Key Laboratory of Coastal and Offshore Engineering (DUT), Dalian University of Technology,Dalian 116024, P. R.China 2 Professor, State Key Laboratory of Coastal and Offshore Engineering, (DUT), Dalian 116024, P. R. China;2-D Composite Model for Numerical Simulations of Nonlinear Waves[J];中国海洋工程(英文版);2000-01
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 WU Hao,SUN Da-peng,XIA Zhi-sheng(State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116023,China);Nonlinear numerical simulation of interaction between waves and perforated caisson breakwaters[J];The Ocean Engineering;2010-03
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