摘要
提出了一种用于研究由双层开孔板和一个不透水后板的开孔结构对斜向波反射率的理论分析方法。整个流域被分成三个子域,在每个子域内应用特征函数展开法以得到该域内包含未知展开系数的势函数的表达式,在速度势的展开中,考虑了非传播模态波浪的影响。通过匹配开孔板处的边界条件可以求解待定的展开系数,继而求解双层开孔板防波堤结构对斜向波的反射率。数值计算结果与试验结果进行了比较,符合较好。并进一步讨论了几个重要因素对反射系数的影响。
An analytical method has been proposed to deal with the reflection of oblique incident waves by breakwaters that consist of a double-layered perforated wall and an impermeable back wall. The fluid domain is divided into three sub-domains and an eigenfunction expansion method is applied in each of the domains. In the eigen-expansion of the velocity potential, evanescent waves are also included. By matching the porous boundary conditions, all the expansion coefficients can be obtained and the reflection coefficient can be solved. Numerical results of the present model are compared with experimental data. The major factors that affect the reflection coefficient are examined.
出处
《海洋工程》
CSCD
北大核心
2005年第1期18-27,32,共11页
The Ocean Engineering
基金
交通部规范修订基金资助项目
关键词
反射率
双层开孔板防波堤
局部开孔
斜向波
特征展开法
reflection coefficient
double-layered perforated wall
partial perforated wall
obligue waves
eigen function expansion method