期刊文献+

非均匀水流中非线性波传播的数值模拟 被引量:4

NUMERICAL SIMULATION OF NONLINEAR WAVE PROPAGATION IN NON-UNIFORM CURRENT
下载PDF
导出
摘要 以一种考虑波流相互作用的新型Boussinesq型方程为控制方程组,采用五阶Runge-Kutta-England格式离散时间积分,采用七点差分格式离散空间导数,并通过采用恰当的出流边界条件,从而建立了非均匀水流中非线性波传播的数值模拟模型.通过对均匀水流与水深水域内和潜堤地形上存在弱流或强流时波浪传播的数值模拟,说明模型能有效地反映水流对波浪传播的影响. A numerical model is developed with a new type of Boussinesq equations with explicit consideration of currents employed as the governing equations. In the model, the seven-point finite-difference scheme is used to discretize the spatial derivatives, the fifth-order Runge-Kutta-England scheme is employed to perform the time integrations, and the appropriate outflow boundary condition is adopted. Numerical modeling of wave propagation is performed with uniform currents and depth, and submerged bars with weak or strong currents in a wave flume. The calculation results show that the numerical model can effectively reflect the effects of currents on waves.
出处 《力学学报》 EI CSCD 北大核心 2007年第6期732-740,共9页 Chinese Journal of Theoretical and Applied Mechanics
基金 国家自然科学基金(40676053 40106008) 2005年上海高校选拔培养优秀青年教师科研专项基金(032711) 上海海事大学交通运输规划与管理重点学科资助项目.~~
关键词 数值模拟 新型Boussinesq型方程 非均匀水流 非线性波 波浪阻塞 numerical simulation, a new type of Boussinesq equations, non-uniform currents, nonlinear wave wave blocking
  • 相关文献

参考文献6

二级参考文献21

共引文献76

同被引文献33

  • 1Beji S, Battjes JA. Experimental investigations of wave propagation over a bar. Coastal Engineering, 1993, 19(1- 2): 151-162.
  • 2Luth HR, Klopman R, Kitou N. Kinematics of waves break- ing partially on an offshore bar; LDV measurements of waves with and without a net onshore current. Delft Hy- draulics, 1994, 40: Report H-1573.
  • 3Jeng DS, Schacht C, Lemckert G. Experimental study on ocean waves propagating over a submerged breakwater in front of a vertical seawall. Ocean Engineering, 2005, 32(17- 18): 2231-2240.
  • 4Cho YS, Lee JI, Kim YT. Experimental study of strong re- flection of regular water waves over submerged breakwaters in tandem. Ocean Engineering, 2004, 31(10): 1325-1335.
  • 5Ramb~bu AC, Mani JS. Numerical prediction of perfor- mance of submerged breakwaters. Ocean Engineering, 2005, 32:1235-1246.
  • 6Ryu S, Kim MH, Lynett PJ. Fully nonlinear wave-current interactions and kinematics by a BEM based numerical wave tank. Computational Mechanics, 2003, 32(4-6): 336- 346.
  • 7Koo W, Kim M. Current effects on nonlinear wave body interactions by a 2D fully nonlinear numerical wave tank. Journal of Waterway, Port, Coastal and Ocean Engineer- ing, 2007, 133(2): 136-146.
  • 8Brebbia CA, Walker S. Boundary Element Techniques in Engineering. London: Newnes-Butterworths, 1980.
  • 9Newman JN. Approximation of Free Surface Green- Functions. Cambridge: Cambridge University Press, 1992. 107-142.
  • 10张洪生,冯文静,商辉.非线性波传播的新型数值模拟模型及其实验验证 引入变换速度变量[J].海洋学报,2007,29(5):161-173. 被引量:7

引证文献4

二级引证文献10

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