摘要
本文基于欧拉座标一次近似式,通过不规则波波高的概率分布来推求作用在削角式直墙堤上的波浪压强峰值以及总水平波浪力峰值的概率分布。文中还对不规则波情况下越浪修正系数的形式进行了探讨,并对部分计算结果进行了实验验证。
Based on the first order approach in Eularion coordinates. the proba- bility distributions of the peak values of wave pressure and the total horizontal force on a vertical wall with chamfered superstructure were calculated from the probability distribution of irregular wave height in this paper .The method for determining the modification coefficient of wave force in overtopping under irregular wave action was also discus- sed. Some of the calculation results were verified dy the experiments.
出处
《海岸工程》
北大核心
1989年第1期8-16,共9页
Coastal Engineering
