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The force of oblique incident wave on the breakwater with a partially perforated wall
作者姓名:LI Yucheng  LIU Hongjie  DONG Guohai
作者单位:[1]State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116023, China [2]Zhejiang Provincial Plan Design & Research Institute of Communications, Hangzhou 310006, China
基金项目:the Research Fund for the Development of Harbor Engineering Design Specification,军队科研项目,the Program for Changjiang Scholars and Innovation Research Team in University of China under contract,the Fok Ying Tung Education Foundation of China under contract
摘    要:1 IntroductionRecently breakwaters with perforated front wallshave been widely used. The use of perforated break-waters mainly has two advantages. Firstly, wave forcesacting on the whole structure can be divided into twoparts on two different walls with a phase difference.To select the distance between the two plates suitably,the total wave force on the whole structure can bemaintained at a low level. Secondly, waves will dissi-pate when they transmit over a porous medium. Thus,the reflection…

关 键 词:波浪  动力学  挡水板  穿孔设计
收稿时间:2005-01-11
修稿时间:2005-03-20

The force of oblique incident wave on the breakwater with a partially perforated wall
LI Yucheng,LIU Hongjie,DONG Guohai.The force of oblique incident wave on the breakwater with a partially perforated wall[J].Acta Oceanologica Sinica,2005,24(4):121-130.
Authors:LI Yucheng  LIU Hongjie and DONG Guohai
Institution:1.State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116023, China2.Zhejiang Provincial Plan Design & Research Institute of Communications, Hangzhou 310006, China
Abstract:Wave forces induced by the interaction between the oblique incident wave and the breakwater with a partially perforated front wall is investigated. The fluid domain is divided into two sub-domains and the eigen-function expansion method is applied to expanding velocity potentials in each domain. In the eigen-expansion of the velocity potential, evanescent waves are included. Numerical results of the present model are compared with other theories and a good agreement can be found between them. Experimental data have been compared with the present theoretical results. The effect of the traverse wall on wave forces has been discussed in detail. On the basis of the linear wave theory, it is shown that in the range Of engineering practice, the incident angle of wave has small influence on wave forces on the unit length of perforated caisson.
Keywords:partially perforated  oblique incident wave  wave force
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