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LIU Yong,LI Yucheng,TENG Bin,MA Baolian.Reflection of regular and irregular waves from a partially perforated caisson breakwater with a rock-filled core[J].Acta Oceanologica Sinica,2007,(3):129-141
Reflection of regular and irregular waves from a partially perforated caisson breakwater with a rock-filled core
Reflection of regular and irregular waves from a partially perforated caisson breakwater with a rock-filled core
投稿时间:2006-05-14  修订日期:2006-09-10
DOI:
中文关键词:  reflection coefficient  regular waves  irregular waves  partially perforated caisson  rock fill
英文关键词:reflection coefficient  regular waves  irregular waves  partially perforated caisson  rock fill
基金项目:
作者单位E-mail
LIU Yong State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China  
LI Yucheng State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
R & D Center for Civil Engineering Technology, Dalian University, Dalian 116622, China 
liyuch@dlut.edu.cn 
TENG Bin State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China  
MA Baolian Tianjin Maritime Safety Administration, Tianjin 300456, China  
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中文摘要:
      The reflection of regular and irregular waves from a partially perforated caisson breakwater with a rock-filled core is examined.The present mathematical model is developed by means of the matched eigenfunction method.Numerical results of the present model are compared with the experimental data of different researchers.Numerical examples are given to examine the effect of rock fill on the reflection coefficient.The differences between regular and irregular waves are also investigated by means of theoretical and experimental results.It is found that the minimum reflection coefficient of irregular waves is larger than that of corresponding regular waves,but the contrary is the case for the maximum reflection coefficient.
英文摘要:
      The reflection of regular and irregular waves from a partially perforated caisson breakwater with a rock-filled core is examined.The present mathematical model is developed by means of the matched eigenfunction method.Numerical results of the present model are compared with the experimental data of different researchers.Numerical examples are given to examine the effect of rock fill on the reflection coefficient.The differences between regular and irregular waves are also investigated by means of theoretical and experimental results.It is found that the minimum reflection coefficient of irregular waves is larger than that of corresponding regular waves,but the contrary is the case for the maximum reflection coefficient.
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