期刊文献+

波浪对双层圆弧型贯底式开孔介质防波堤的绕射 被引量:4

Wave diffraction from a double-layered arc-shaped bottom-mounted porous breakwater
下载PDF
导出
摘要 为研究波浪对双层圆弧型贯底式开孔介质防波堤的绕射问题,利用比例边界有限元方法(SBFEM)建立该问题的半解析解模型.分析时将双层圆弧延伸构建出2个虚拟同心圆可将整个流场可划分成2个有限域和1个无限域.利用变分原理推导出了关于势函数的各个子域SBFEM方程,并对SBFEM方程进行了求解.数值算例验证了该方法是一种只需离散最外边界而且用很少单元便能得到精确结果的高效算法.给出了短峰波波向、相对波数、内外半径比、圆弧段的位置、张角以及孔隙影响系数等因素对整个结构波浪绕射的影响.结果表明,双层圆弧型贯底式开孔介质防波堤与以上参数的变化密切相关. To solve the problem of wave diffraction from a double-layered arc-shaped bottom-mounted porous breakwater,a semi-analytical model was established by the scaled boundary finite element method(SBFEM).The double-layered porous arcs were extended to form two imaginary complete circular cylindrical interfaces.As a result,the entire computational domain was divided into three sub-domains,which included two bounded and one unbounded sub-domains.A variational principle formulation was used to derive the SBFEM equations in each sub-domain,and then the SBFEM equation of each sub-domain was solved.The numerical results show that the present method yields excellent results with quite a few discrete nodes on the outmost virtual circle along with a quick convergence rate.The influences of varying short-crested wave direction,the relative wave number,the location,field angle,annular spacing,and the porosities of the arcs on the entire structure as well as the diffracted wave contour were extensively examined.Results show that the sheltering effects on the arc-shaped porous breakwater are closely related to those parameters.
作者 林皋 刘俊
出处 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2012年第5期539-546,共8页 Journal of Harbin Engineering University
基金 国家自然科学基金重点资助项目(51138001) 中德合作研究基金资助项目(GZ566)
关键词 比例边界有限元 短峰波 波浪绕射 开孔介质防波堤 双层圆弧型结构 scaled boundary finiteelement method short-crested wave wave diffraction porous breakwaters double-layered arc-shaped structure
  • 相关文献

参考文献13

  • 1JARLAN G E. A perforated vertical wall breakwater[J].The Dock and Harbor Authority,1961,(486):394-398.
  • 2CHWANG A T,CHAN A T. Interaction between porous media and wave motion[J].Annual Review of Fluid Mechanics,1998.53-84.
  • 3HUANG Z H,LI Y C,LIU Y. Hydraulic performance and wave loadings of perforated/slotted coastal structures:a review[J].Ocean Engineering,2011,(10):1031-1053.
  • 4FRANCE L. Vertical breakwaters:the Italian experience[J].Coastal Engineering,1994.31-55.
  • 5SAWARAGI T,IWATA K. Wave attenuation of a vertical breakwater with two air chambers[J].Coastal Engineering in Japan,1978,(27):63-74.doi:10.1056/NEJMcibr0909815.
  • 6KONDO H. Analysis of breakwaters having two porous walls[A].Virginia,USA,1979.
  • 7李玉成,刘洪杰,滕斌.双层局部开孔板沉箱对波浪反射的理论研究[J].海洋工程,2005,23(1):18-27. 被引量:7
  • 8汪宏,沈丽玉,王勇.双层开孔直立式板结构的消波性能试验[J].水运工程,2011(2):21-25. 被引量:8
  • 9LIU Y,LI Y C,TENG B. Interaction between obliquely incident waves and an infinite array of multi-chamber perforated caissons[J].Journal of Engineering Mathematics,.
  • 10程建生,缪国平,王景全,尤云祥.圆弧型贯底式多孔介质防波堤防浪效果的解析研究[J].哈尔滨工程大学学报,2008,29(1):5-10. 被引量:5

二级参考文献29

共引文献14

同被引文献35

  • 1滕斌,韩凌,李玉成.Ware Diffraction from A Vertical Cylinder with Two Uniform Columns and Porous Outer Wall[J].China Ocean Engineering,2000,15(3):297-306. 被引量:7
  • 2张芹,戴冠英.波浪对开孔直立结构作用力的试验研究[J].水利水运科学研究,1994(4):367-374. 被引量:10
  • 3陆志妹,缪国平,朱仁传,程建生.V形贯底式防波堤上波浪作用力的解析研究[J].水动力学研究与进展(A辑),2007,22(1):135-141. 被引量:9
  • 4JOHNSONJ W. Generalized wave diffraction diagrams[J]. Coastal Engineering Proceedings, 1951, 1(2): 6- 23.
  • 5WIEGEL R L. Diffraction of waves by semi-infinite breakwater[J].Journal of the Hydraulics Division, 1962, 88(1): 27-44.
  • 6US Army Corps of Engineers. Shore protection manual[M]. Washington D.C., USA: US Govt. Printing Office, 1984.
  • 7GODA Y, YOSHIMURA T, ITO M. Reflection and diffraction of water waves by an insular breakwater[R]. Port and Harbour Research Institute, Yokosuka,Japan, 1971.
  • 8FILIANOTI P. Diffraction of random wind-generated waves by detached breakwater or breakwater gap[J]. Ocean Engineering, 2000, 27(11): 1249-1263.
  • 9BRIGGS M 1. Performance characteristics of a rapidly installed breakwater system[R]. U.S. Army Engineer Research and Development Center, Vicksburg, USA, 2001.
  • 10CHANG K, TSAUR D, HUANG L. Accurate solution to diffraction around a modified V -shaped breakwater[J]. Coastal Engineering, 2012, 68: 56-66.

引证文献4

二级引证文献16

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部