摘要
通过长江口半圆型导堤的方案设计和试验研究,表明当导堤结构处于淹没状况时,若采用通常的作用于半圆型防波堤上的波浪力经验公式来设计断面,将是不安全的。为此,给出了适用于淹没情况下的半圆型结构的波浪力计算方法。
According to the results of design and test of a semi-circular jetty at estuary of Yangtze river, it has been shown that the cross section of a submerged jetty structure will be unsafe when the general empirical wave force formula for semi-circular breakwater is used in design. Therefore, a new calculation method for the wave forces acting on a submerged semi-circular structure is given in the present paper.
出处
《港工技术》
北大核心
1998年第2期1-5,共5页
Port Engineering Technology
