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带横隔板开孔沉箱所受波浪力的研究
引用本文:刘洪杰,应齐明,李玉成.带横隔板开孔沉箱所受波浪力的研究[J].水运工程,2006(8):29-35.
作者姓名:刘洪杰  应齐明  李玉成
作者单位:1. 浙江省交通规划设计研究院,浙江,杭州,310006
2. 大连理工大学,海岸和近海工程国家重点实验室,辽宁,大连,116024;大连大学,土木工程技术研究中心,辽宁,大连,116622
摘    要:研究了斜向波与无限多开孔沉箱的相互作用。依照结构物的几何形状,整个流域被分成无限多个子域,在每个子域内应用特征函数展开法求解速度势。对于沉箱内的波浪运动,引入相位差概念;同时,在构造反射波模型时,考虑了结构物的几何形状影响。进行了数值试验,分析了开孔沉箱水平波浪力及横隔板受力特点,详细讨论了波浪入射频率、入射角度、相对消浪室宽度及开孔影响系数对开孔沉箱波浪力的影响。

关 键 词:斜向波  开孔沉箱  横隔板  波浪力
文章编号:1002-4972(2006)08-0029-07
收稿时间:2006-03-06
修稿时间:2006年3月6日

Wave Forces on Perforated Caissons with Transverse Walls
LIU Hong-jie,YING Qi-ming,LI Yu-cheng.Wave Forces on Perforated Caissons with Transverse Walls[J].Port & Waterway Engineering,2006(8):29-35.
Authors:LIU Hong-jie  YING Qi-ming  LI Yu-cheng
Abstract:An analytical solution based on eigenfunction and matching method is developed for the interaction of oblique waves with infinite number of perforated caissons.According to the geometric shape of structures,the whole fluid domain is divided into infinite sub-domains firstly,and eigenfunction expansion is used for representing the velocity potential in each domain.A phase relation is utilized for analyzing the wave motion in each caisson,and the geometric characteristics of the structure is considered in setting up the mathematical model of reflected waves.A numerical experiment has been carried out to examine the horizontal forces acting on the caissons and wave forces acting on the traverse walls.The effects of incident wave frequency,incident wave angle,relative wave chamber width and porous influence coefficient on wave forces are discussed particularly.
Keywords:oblique incident wave  perforated caisson  transverse wall  wave forces
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