PREDESGIN OF BREAKWATER BY NUMERICAL FLUME
The convention method of testing breakwaters in flume by physical model was replaced by purely numerical model. A Bretschneider/Mitsuyasu spectrum wave was generated in numerical flume, and the design of breakwater is in accordance with Code of Hydrology for Sea Harbour, China (“the Code). Modified Boussinesq type wave equations were solved including a wave reflection term. By purely simulation method, we have a reflection coefficient of 0.45, and in comparison with the Code, it is concluded numerical models can be used in the pre-design of a breakwater, and safety coefficient is used in the Code.
breakwater pre-design numerical flume Boussinesq wave the Code
Xi Li Yigang Wang
Department of Ocean Engineering, Hohai University, Nanjing 210098, China Key Laboratory of Coastal Disaster and Defence, Ministry of Education, Hohai University. College of
国际会议
第四届亚太地区海岸会议(the Fourth International Conference on Asian and Pacific Coasts)
南京
英文
2007-09-21（万方平台首次上网日期，不代表论文的发表时间）