摘要
采用规则波与不规则波对双层水平板型防波堤进行了一系列的水动力特性试验研究。主要研究了相对板间距s/H,相对潜深w/H两个关键因素对防波堤消浪性能的影响,并探讨了相对板间距s/H,相对潜深w/H对结构双层板总力、上层板总力、下层板总力的影响规律。
A series of experimental investigations were carried out to study the regular wave and irregular wave acting on the twin-plate breakwater.The effect of two key factors（relative distance of two plates s/H and relative submerging depth w/H）on the performance of breakwater were discussed,meanwhile,the influence rules of s/H and w/H on structure total force,structure total force of upper-plate,structure total force of lower-plate were studied.
出处
《水道港口》
2011年第1期7-11,共5页
Journal of Waterway and Harbor
关键词
双层水平板型防波堤
消浪性能
总力
twin-plate breakwater
performance of wave dissipation
total force
