Theoretical analysis of wave and structure interaction around a composite-type coastal structure-a case study of a seawall and detached breakwaters
This study presents a theoretical method for analyzing flow fields around a composite-type coastal structure. A dividing region method, extended from previous work [1],[2],[3] is adopted, and the case composed of a seawall and detached breakwaters is the focus for a fundamental stage of this topic. Laboratory experiments are also conducted to examine the validity of this method. Theoretical results of water surface elevation around the composite-type structure agree well with the experimental results and the validity of this method is confirmed.
Composite-type coastal structure seawall detached breakwaters dividing region method resonant phenomena
Masato Ichikawa Takehisa Saitoh Guo-ping Miao
Nishimatsu Construction Co.,Ltd,1-20-20 Toranomon,Minato-ku,Tokyo 105-8401,Japan Department of Civil Engineering,Kanazawa University,Kakuma-machi,Kanazawa 920-1192,Japan School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiao Tong University,1954 Huashan
国际会议
9th International Conference on Hydrodynamics(第九届国际水动力学会议 ICHD2010)
上海
英文
479-485
2010-10-11(万方平台首次上网日期,不代表论文的发表时间)