期刊文献+

源造波法在三维完全非线性数值波浪水槽中的应用 被引量:9

Application of source generation of waves in 3D fully nonlinear numerical wave tank
原文传递
导出
摘要 为消除波浪在水槽出流边界的反射及波浪遇到结构物后在入射边界形成的二次反射,基于时域高阶边界元方法建立三维完全非线性数值波浪水槽模型:利用源造波法产生入射波浪,采用人工阻尼层技术消除波浪反射及二次反射;建立水槽的格林函数并应用于整个计算域,消除水槽两侧壁和底面的积分,减少了计算量.利用所建模型分别对规则波和不规则波的数值实验表明,数值结果与理论解吻合良好,且在出流边界和入射边界均无反射现象. A three-dimensional fully nonlinear numerical wave tank (NWT) model was founded based on a time-domain higher-order boundary element method (HOBEM) to eliminate wave reflection at outflow boundary and secondary reflection at the incident boundary from a structure. The source generation of waves was used to generate input waves and the artificial damping layers were adopted to eliminate wave reflection and secondary reflection. A channel Green function was founded and applied in entire computational domain, and thus the integral on the two lateral sides and bottom were excluded, and the calculation complexity was reduced. Numerical experiments on regular and irregular waves using the model in a wave tank show that the numerical results match well with analytical solutions, and it has no reflection on both outflow boundary and incident boundary.
出处 《大连海事大学学报》 EI CAS CSCD 北大核心 2008年第2期1-5,11,共6页 Journal of Dalian Maritime University
基金 国家自然科学基金资助项目(50709005 50639030) 国家"八六三"高技术研究发展计划项目(2006AA09A109-3) 大连理工大学青年教师基金资助项目
关键词 源造波法 完全非线性 数值波浪水槽 高阶边界元法 source generation of waves fully nonlinearity numerical wave tank higher-order boundary element method
  • 相关文献

参考文献10

  • 1KOO W C,KIM M H.Fully nonlinear wave-body interactions with surface-piercing bodies[J].Ocean Engineering,2007,34(7):1000-1012.
  • 2BAI W,EATOCK TAYLOR R.Numerical simulation of fully nonlinear regular and focused wave diffraction around a vertical cylinder using domain decomposition[J].Applied Ocean Research,2007,29(1-2):55-71.
  • 3王大国,邹志利,唐春安.三维完全非线性波浪水槽的数值模拟[J].海洋学报,2006,28(4):138-144. 被引量:9
  • 4FRANDSEN J B.Numerical predictions of tuned liquid tank structural systems[J].Journal of Fluids and Structures,2005,20 (3):309-329.
  • 5BRORSEN M,LARSEN J.Source generation of nonlinear gravity waves with the boundary integral equation method[J].Coastal Engineering,1987,11:93-113.
  • 6WEI G,KIRBU J T,SINHA A.Generation of waves in Boussinseq model in using a source function method[J].Coastal Engineering,1999,36:271-299.
  • 7NEWMAN J N.Approximation of free-surface Green functions[M].Cambridge:Cambridge University Press,1992:107-142.
  • 8Svendsen I A,Jonsson I G.Hydrodynamics of eoastal regions[D].Lyngby:Den Private Ingeniorfond,Technical University of Denmark,1976.
  • 9BUHR-HANSEN J,SVENDSEN I A.A laboratory generation of waves of constant form[C]//Proceedings of the 14th Coastal and Engineering Conference,Copenhagen,Denmark:[s.n.],1974,1:321-339.
  • 10SCHAFFER H A.Second-order wavemaker theory for irregular waves[J].Ocean Engineering,1996,21 (1):47-88.

二级参考文献16

  • 1Sun, DP,Li, YC,Teng, B.Three-Dimensional Boundary Element Method Applied to Nonlinear Wave Transformation[J].China Ocean Engineering,1999,14(2):163-170. 被引量:4
  • 2王永学.VOF方法数模直墙式建筑物前的波浪破碎过程[J].自然科学进展(国家重点实验室通讯),1993,3(6):553-559. 被引量:17
  • 3邹志利,邱大洪,王永学.VOF方法模拟波浪槽中二维非线性波[J].水动力学研究与进展(A辑),1996,11(1):93-103. 被引量:31
  • 4HIRT C W,NICHOLS B D,ROMERO N C.SOLA-A numerical solution algorithm for transient fluid flows.Los Alamos Scientific Laboratory Report LA-5852[R].1975.
  • 5NICHOLS B D,HIRT C W.Volume of fluid method for the dynamics of free boundaries[J].Journal of Computational Physics,1981,39:201-225.
  • 6WANG Yong-xue,Sy T C.Numerical simulation of breaking waves against vertical wall[A].Proc of 2nd Int of Offshore and Polar Eng Conf[C].San Francisco,Calif.1992.139-145.
  • 7ZHANG Xiao-tu,TENG Bin,NING De-zhi.Simulation of fully nonlinear 3-D numerical wave tank[J].China Ocean Engineering,2004,18:59-68.
  • 8WU Guo-xiong,TAYLOR E R.Finite element analysis of two-dimensional nonlinear transient water waves[J].Applied Ocean Research,1994,16:363-372.
  • 9WU Guo-xiong,TAYLOR E R.Time stepping solutions of the two-dimensional nonlinear wave radiation problem[J].Ocean Engng,1995,22:785-798.
  • 10TURNBULL M S,BORTHWICK A G L,TAYLOR Eatock R.Wave-structure interaction using coupled structured-unstructured finite element meshes[J].Ocean Engng,1995,22:785-798.

共引文献8

同被引文献94

引证文献9

二级引证文献51

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