摘要
在水深较大、波高较小而波陡较大的水域,透空式防波堤在经济上和结构上都是比较合理的。对海安新港透空式防波堤堤身波压力分布进行试验研究,并根据试验结果分析该结构在海安的可行性。
Permeable breakwater is economical and reasonable in deep water area with lowr and steep waves. The wave pressure distribution for permeable breakwater of Hai′an New Port is experimented and researched, and the feasibility of this structure applying in Hai′an is analyzed.
出处
《水运工程》
北大核心
2005年第6期115-118,共4页
Port & Waterway Engineering
关键词
海安新港
透空式防波堤
波压力分布
Hai′an New Port
permeable breakwater
distribution of wave pressure
