摘要
以淹没状态下的半圆型防波堤为研究对象 ,采用不规则波断面模型试验 ,结合典型实例分析了堤体波压分布的特点 ,指出波浪经过堤顶破碎与否直接影响到堤体所受波力的大小 。
In the light of typical cases,the distribution characteristics of the wave forces exerted on semi circular breakwaters by irregular waves are studied. It is pointed out that whether the waves going through the top of the breakwater are broken or not will produce a great impact on wave force value. Furthermore, the reasonable holing methods and the formulae to calculate the design wave forces are also proposed.
出处
《海洋学报》
CAS
CSCD
北大核心
2001年第2期124-131,共8页
关键词
淹没状态
半圆型防波堤
波浪力
水力特性
稳定性
submerge
semi circular breakwater
wave forces
hydraulic characteristics
