期刊文献+

高阶孤立波的速度场特征

Velocity Field of High Order Solitary Wave
下载PDF
导出
摘要 采用完全非线性高度色散水波理论,运用约化摄动展开法并运用符号运算工具,得到孤立波十七阶渐近解。基于高阶孤立波解,分析比较了孤立波自由表面水平流速、水深平均水平流速、底部水平流速之间的差异,并且与现有的完全非线性数值解进行了比较。当波幅较大时,孤立波的三阶孤立波解与本文的高阶解比较接近。在波峰附近,自由液面的水平流速大于水深平均流速,而在离波峰较远处自由液面的水平流速小于水深平均流速。 An exact fully nonlinear and fully dispersive (FNFD) model was used to study high order solita-ry wave. Using the reductive perturbation method, the leading 17th-order solitary wave solutions were obtained. Using these solutions, the difference among the horizontal velocity on the free surface, the depth-averaged velocity and the velocity on the bottom were discussed and compared with the numerical results. It turns out that the horizontal velocities, evaluated at the free surface and the, bottom, are of sig-nificant difference with the depth-averaged value.
出处 《力学季刊》 CSCD 北大核心 2012年第4期521-525,共5页 Chinese Quarterly of Mechanics
基金 国家自然科学基金项目(10972138) 上海市重点学科建设项目(B206)
关键词 FNFD模型 约化摄动法 孤立波 FNFD model reduced perturbation method solitary wave
  • 相关文献

参考文献12

  • 1LAITONE E V. The second approximation to cnoidal and solitary waves[J]. J Fluid Mech, 1960,9(3):430- 444.
  • 2CHAPPELEAR J E. Shallow water waves[J]. J Geophys Res, 1962, 67(12) : 4693 - 4704.
  • 3GRIMSHAW R H J. The solitary wave in water of variable depth[J].J Fluid Mech, 1971,46(3) :611 - 622.
  • 4FENTON J. A ninth-order solution for solitary wave[J]. J Fluid Mech, 1972, 53(2):257- 271.
  • 5LONGUET-HIGGINS M S, FENTON J. On the mass, momentum, energy and circulation of a solitary wave[J]. Proc R Soc London, A, 1974, 340:471 - 492.
  • 6WU T Y. On modeling nonlinear water waves[C]//Proc 12th Int Workshop on Water Waves and Floating Bodies, 1997,France, 321 - 324.
  • 7WU T Y. Modeling nonlinear dispersive water waves[J]. ASCE J Engrg Mech, 1999, 125(7) :747- 755.
  • 8MADSEN P A, BINGHAM H, LIU H. A new Boussinesq method for fully nonlinear waves from shallow to deep water[J]. J Fluid Mech, 2002, 462 : 1 - 30.
  • 9王本龙,刘桦.一种适用于非均匀地形的高阶Boussinesq水波模型[J].应用数学和力学,2005,26(6):714-722. 被引量:39
  • 10QU W D. Studies on nonlinear dispersive water waves[D]. California Institute of Technology,2000.

二级参考文献18

  • 1刘桦,海洋工程,1999年,1期,93页
  • 2Liu H,China Ocean Eng,1998年,2期
  • 3Teng M H,J Waterways Port Coastal Ocean Eng,1997年,123卷,3期,138页
  • 4Chen Y,JFM,1995年,288卷,351页
  • 5Teng M H,JFM,1992年,266卷,303页
  • 6Wu T Y,J Eng Mech,1981年,107卷,501页
  • 7Kristensen M K. Boussinesq equations and wave-current interaction[ D ]. Master ' s thesis. International Research Center for Computed Hydrodynamics (ICCH) at Danish Hydraulic Institute, Denmark and ISVA,Technical University of Denmark, 1995,130-142.
  • 8Madsen P A, Bingham H B, Liu H. A new Boussinesq method for fully nonlinear waves from shallow to deep water[ J ] . J Fluid Mech,2002, (462): 1-30.
  • 9Wu T Y. A unified theory for modeling water waves[ A ] . In: Advances in Applied Mechanics [ C ] .Boston:Academic Press,2000,37: 1-88.
  • 10Booij N.A note on the accuracy of the mild-slope equation[ J ]. Coastal Engineering, 1983,7 (2):191-203.

共引文献40

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