NUMERICAL SOLUTIONS OF BERTHING STABILITY BY WAVE-PERMEABLE BREAKWATER

摘要：

The convention method of testing breakwaters by physical model was replaced by purely numerical model. Modified Boussinesq type wave equations were solved including a wave partial reflection and partial transmission term. By purely simulation method, ideal transmission coefficients of 0.35～0.40 were obtained, and berthing stability was analyzed in comparison with results of the physical model, it is concluded wave-permeable breakwater can be used to replace massive gravity type breakwater, especially in consideration of environmental requirement.

关键词： wave permeable breakwater numerical model Boussinesq wave

作者: Xi Li Yigang Wang

作者单位: Key Laboratory of Coastal Disaster and Defence Ministry of Education, Hohai University,Nanjing 21009 Key Laboratory of Coastal Disaster and Defence Ministry of Education, Hohai University,Nanjing 21009

会议类型: 国际会议

会议名称: 第16届亚太地区国际水利学大会暨第3届水工水力学国际研讨会(16th IAHR-APD Congress and 3rd Symoposium of IAHR-ISHS)

会议地点: 南京

会议语种:英文

页码: 1174-1177

在线出版日期: 2008-10-20（万方平台首次上网日期，不代表论文的发表时间）