浅析作用于外海高桩码头单桩上的正向波浪力计算  

Brief Analysis on Calculation of Normal Wave Force on Single Pile of Jetty Structure in Open Sea

作　　者：杨长义[1] 陈玺文[1] 

机构地区：[1]中交第一航务工程勘察设计院有限公司,天津300222

出　　处：《港工技术》2013年第6期15-18,共4页Port Engineering Technology

摘　　要：本文以Morison方程为基础,采用线性波及Stokes波浪理论计算了作用于高桩码头单根直桩和斜桩上的正向波浪力,根据计算结果分析了波浪理论以及桩体斜率对波浪力的影响,并提出斜桩正向波浪力简化计算的条件。The paper discusses on the calculation of wave forces acting in normal direction on single vertical pile and raking pile of jetty structure,by using lineal wave and Stokes wave theories based on Morison equation. The calculation results have been used in the analyses on the effect of wave theory and inclination of pile on the wave forces. A condition has been proposed for the simplified calculation of the forces of waves in normal direction on raking piles.

关 键 词：外海 高桩码头 单桩 正向波浪力 

分 类 号：U656.113[交通运输工程—港口、海岸及近海工程]