期刊文献+

低频波浪在常水深地形中传播的数值研究

Numerical simulation of low-frequency waves in a horizontal bottom
下载PDF
导出
摘要 利用基于Boussinesq方程的波浪辐射应力计算模型,模拟常水深地形中传播的低频波浪,研究其形态变化,以及低频波浪与波浪辐射应力之间的关系。结果发现约束长波的波幅和波群的辐射应力值基本保持在某一均值不变;主频的波幅、约束长波的波幅都会做一定周期的震荡,同时波群的辐射应力也随之而震荡,三者之间的变化关系是波群非线性能量传递的表现。 A method of calculating the wave radiation stress based on the Boussinesq equations is used to simulate the low-frequency waves in a horizontal bottom.The results show that the amplitude of the bound wave and the wave radiation stress maintain basically a certain value;the amplitude of the incident wave and that of the bound wave keep oscillation within a certain period,and the wave radiation stress does the oscillation simultaneously.The relationships among them are caused by the nonlinear energy transformation among the different wave factors.
出处 《水运工程》 北大核心 2010年第12期5-7,共3页 Port & Waterway Engineering
关键词 波浪辐射应力 低频波浪 波幅 radiation stress low-frequency wave wave amplitude
  • 相关文献

参考文献11

  • 1Munk W H. Surf beats[J]. Eos Transactions of the American Geophysical Union, 1949, 30: 849-854.
  • 2Tucker M J. Surf beats: Sea waves of 1 to 5 minutes period [C]//Proceedings of The Royal Society of London Series A: Mathematical Physical and Engineering Sciences, 1950, 202: 565-573.
  • 3Guza R T, Thomton E B. Observation of surf beat[J]. J Geophys Res, 1985, 90(2): 3 161-3 171.
  • 4董国海,邹志利.海岸碎波拍的计算[J].力学学报,1998,30(1):49-50. 被引量:2
  • 5温秀媛,马小舟,董国海,许建武.一种波浪增减水的数值研究方法[J].中国水运(下半月),2009,9(6):142-144. 被引量:2
  • 6Nowogu O. Ahernative form of Boussinesq equations for nearshore wave propagation[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 1993, 119(6): 618-638.
  • 7Longuet-Higgins M S, Stewart R W. Radiation stresses in water waves: A physical discussion with application [J]. Deep Sea Research, 1964, 11 (5): 529-562.
  • 8Wei G, Kirby J T. A time-dependent numerical code for the extended Boussinesq equations[J]. Journal of Waterway, Port, Coastal and Ocean Engineering, 1995, 121(5 ): 251-261.
  • 9Wei G, Kirby J T. Generation of waves in Boussinesq models using a source function method[J]. Coastal Engineering, 1999, 36(4): 271-299.
  • 10Bakkenes H J. Observation and separation of bound and free low-frequency waves in the nearshore zone faculty of civil engineering and geoseienees [D]. Delft: Delft University of Technology, 2002: 144.

二级参考文献8

  • 1Longeut Higgins M S,Stewart R W.Radiation stress in water waves: a physical discussion with applications. Deep Sea Research . 1964
  • 2Nwogu O.Alternative form of Boussinesq equations for nearshore wave propagation. Journal of Waterways, Port, Coastal and Ocean Engineering, ASCE . 1993
  • 3Wei G,Kirby J T.Time-dependent numerical code for extended Boussinesq equations. Journal of Waterway, Port Coastal and Ocean Engineering, ASCE . 1995
  • 4Wei G,Kirby J T,Sinha A.Generation of waves in Boussinesq models using a source function method. Coastal Engineering . 1999
  • 5Battjes J A,Stive M J F.Calibration and verification of a dissipation model for random breaking waves. Chinese Journal of Geophysics . 1985
  • 6Dally W R,Dean R G,Dalrymple R A.Wave height variation across beaches of arbitrary profile. Chinese Journal of Geophysics . 1985
  • 7Galvin C.Breaker type classification on three laboratory beaches. Chinese Journal of Geophysics . 1968
  • 8Battjes,J . A.Surf Similarity. Proceedings of14th International Conference onCoastal Engineering . 1974

共引文献2

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