摘要
斜搜式防波堤港内一侧为直立式码头的结构型式在我国已多见使用。为了减小波浪穿过堤面和堤心后对直立式码头产生的波压力,从而减小防波堤和码头结构的断面,本文试验研究了几种■荷措施。试验结果表明,设置透空导流排水孔的直墙上的波压力显著地减小。
The form of a vertical wall quay constructed in the inner side of an armour mound breakwater has been widely used at home. In order to reduce wave pre- ssure on the wall formed by the waves passing through the breakwater and th- erefore narrowing the profile of the breakwater, an investigation was made on several measures for reducing the pressure. The results show that the pressure is decreased remarkably on the wall constructed with holes.
出处
《海岸工程》
北大核心
1991年第2期1-7,共7页
Coastal Engineering
