人民长江2017，Vol.48Issue(10)：59-64,6.DOI:10.16232/j.cnki.1001-4179.2017.10.013
柔性浮式防波堤消浪特性研究
Study on wave dissipation characteristics of flexible floating breakwater
仇正中 1吴启和 1刘建波 1赵东梁 1万猛1
作者信息
- 1. 长大桥梁建设施工技术交通行业重点实验室,湖北 武汉 430040
- 折叠
摘要
Abstract
The wave dissipation characteristics of a new type of breakwater with cylindrical flexible floating structure under regular and irregular wave were researched.Through the cross-section model tests in flume, the variation relation between the transmission coefficient, reflection coefficient, attenuation coefficient of the breakwater and the anchorage style, water depth and relative width of the structure wave were analyzed.The experiment results showed that this flexible floating breakwater has a favorable dissipation effect on short period wave, but less on long period wave;the relative width of the structure is the most important factor affecting the wave dissipation while the anchorage style and water depth have less effect on wave dissipation effect.The research results could provide references for the anchorage and placement angle design of the "V" shape floating breakwater linked by flexible structures.关键词
柔性浮式防波堤/消浪特性/规则波/不规则波/断面试验/Ashdod港/以色列Key words
flexible floating breakwater/wave dissipation characteristics/regular wave/irregular wave/cross-section test/Ashdod Harbor/Israel分类
建筑与水利引用本文复制引用
仇正中,吴启和,刘建波,赵东梁,万猛..柔性浮式防波堤消浪特性研究[J].人民长江,2017,48(10):59-64,6.
