摘要
本文采用不规则波浪试验,研究了一种新型防波堤——圆弧曲面复式箱舱防波堤的水力特性以及堤上单点最大波力、同步最大波浪总力随各主要影响因素的变化规律,为实际工程设计中这一新堤形的波浪力计算提供参考依据。
Irregular wave test was adopted to study circular curved compound-box breakwater, a kind of new-style breakwater, from the aspects of hydraulic characteristics and the change regulations of single-point wave force and synchronized wave force in maximum, which would provide a reference for wave force calculation of the above new breakwater.
出处
《港工技术》
2015年第4期39-43,共5页
Port Engineering Technology
关键词
防波堤
水力特性
波浪力
breakwater
hydraulic characteristics
wave force
