摘要
试验研究了扭工字块体、钩连块体、四脚空心方块和块石等四种护面块体在五种波向角 ( 0°,1 5°,30°,4 5°和 6 0°)的斜向波和多向不规则波作用下的稳定性 ,给出了四种护面块体稳定重量的实用计算方法 .
An extensive 3 dimensional model test program has been performed to study the effects of wave obliquity and multi directionality on the stability of armour units on rubble mound breakwater. Four types of armour units: dolosse,Accropods,hollow square and stones are tested under five angles of wave attack: 0°,15°,30°,45° and 60° for both long crested waves and directional waves. A method is proposed to take into account the effects of wave obliquity and multi directionality on the armour unit stability.
出处
《海洋学报》
CAS
CSCD
北大核心
2002年第4期92-104,共13页
基金
<防波堤设计与施工规范>修订专题研究项目
交通部水运司资助项目 (水运技术字 1999- 86 )
