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双层局部开孔板沉箱对波浪反射的理论研究 被引量:8

Theoretical analysis of the wave reflection by caissons with double-layered perforated wall
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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
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  • 1[1]Chwang A. T. 1983. A porous-wavemaker theory, Jour. of Fluid Mech., 132: 395-406.
  • 2[2]Chwang A. T. and Chan A. T. 1998. Interaction between porous media and wave motion, Annu Rev Mech,30: 53-84.
  • 3[3]Dalrymple R A, Martin P A. Wave diffraction through offshore breakwaters, Jour. Wtrwy, Harb. and Coast.Engrg., ASCE, 1990, 116: 727-741.
  • 4[4]Dalrymple R A, Losada M A, Martin P A. 1991, Reflection and transmission fromporous structures under oblique wave attack, Jour. Fluid Mech., 224: 625-644.
  • 5[5]Madsen O. S., 1974. Wave transmission through porous structures, Jour. Wtrwy. Harb. and Coast. Engrg.Div., ASCE, 102(1):: 169 188.
  • 6[6]Sollitt C. K. and Cross R. H., 1972. Wave transmission through permeable breakwaters. Proceedings of the, 13th Coastal Engineering Conference, ASCE, Vancouver, B. C, Canada. 1827-1846.
  • 7[7]Twu, S. W. and Lin, D. T., 1990. Wave reflection by a number of thin porous plates fixed in a semi-infinitely long flume, Proceedings of the 22nd Coastal Engineering Conference, ASCE, Delft, The Netherlands: 1046-1059.
  • 8[8]Yang G., 1996. Numerical model of wave effects on permeable vertical barriers above the seabed, MASc thesis, Dept. of Civil Engrg., University of British Columbia, Vancouver, Canada.
  • 9[9]Yu, X. P., 1995. Diffraction of water waves by porous breakwaters, Jour. Wtrwy. Port, Coastal and Ocean Engrg, ASCE, 121(6): 275-282.
  • 10[10]Zhu S., and Chwang A. T., 1998. Performance of a caisson-type porous wave absorber, Proc. of Int.lydrodvnamics, Seoul, 2:913-918.

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