水道港口2011，Vol.32Issue(1)：7-11,5.
一种新型透空式防波堤水动力特性试验研究
Study of hydrodynamic performance of a new-type penetrating breakwater
陈旭达 1张宁川2
作者信息
- 1. 中交第四航务工程勘察设计院有限公司,广州510230
- 2. 大连理工大学海岸和近海工程国家重点实验室,大连116024
- 折叠
摘要
Abstract
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.关键词
双层水平板型防波堤/消浪性能/总力Key words
twin-plate breakwater/ performance of wave dissipation/total force分类
交通工程引用本文复制引用
陈旭达,张宁川..一种新型透空式防波堤水动力特性试验研究[J].水道港口,2011,32(1):7-11,5.
