期刊文献+

港内地形对N波诱发的港湾共振影响研究

Effect of topography inside the harbor on harbor resonance induced by N-waves
下载PDF
导出
摘要 针对目前对由N波诱发的瞬变港湾共振现象的研究还极为有限,本文研究了港内折线型地形对N波诱发的瞬变港湾共振的影响。瞬变共振采用一组完全非线性Boussinesq模型-FUNWAVE-TVD-来进行模拟。使用正交模态分解法分离得到了由N波诱发的狭长型矩形港内各共振模态的响应幅值,并进而系统地研究了不同入射N波波幅和不同港内折线型地形对港内最大爬高和总波能的影响。研究表明:发现对于本文所研究的地形及入射N波波幅变化范围(0.01 m≤A0≤0.07 m),港内最大爬高随着入射N波波幅的增加而增加,随着港内平均水深的增大而减小,而折点的存在会略微降低最大爬高。总体而言,港内总波能随着平均水深的增加而呈线性增加。 As research on transient harbor resonance induced by the N-wave is very limited,the effect of broken line-type topography inside the harbor on transient harbor resonance induced by the N-wave is studied in this paper.The transient resonance is simulated by a fully nonlinear Boussinesq model,FUNWAVE-TVD.The response amplitudes of various resonant modes in the long and narrow rectangular harbor are obtained by the normal mode decomposition method.The effects of different incident N-wave amplitudes and various broken line-type topographies inside the harbor on the maximum runup and total wave energy inside the harbor are then systematically studied.Results show that for the topography studied in this paper and in the variation range of the incident N-wave amplitude(0.01 m≤A≤0.07 m),the maximum runup inside the harbor increases with increasing incident N-wave amplitude,and decreases with increasing mean depth of the water.In addition,the existence of a broken point can slightly reduce the maximum runup.In general,the total wave energy in the harbor increases linearly with increasing mean depth of the water.
作者 宋向荣 周校军 高俊亮 王岗 SONG Xiangrong;ZHOU Xiaojun;GAO Junliang;WANG Gang(School of Naval Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, China;Jiangsu Key Laboratory of Advanced Design and Manufacturing Technology for Ships, Jiangsu University of Science and Technology, Zhenjiang 212003, China;College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China)
出处 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2021年第3期346-352,446,共8页 Journal of Harbin Engineering University
基金 国家重点研发计划项目(2017YFC1404200) 国家自然科学基金项目(51911530205,51609108) 江苏省自然科学基金项目(BK20201455) 江苏高校“青蓝工程”.
关键词 港湾共振 N波 正交模态分解法 最大爬高 波能分布 FUNWAVE-TVD 地形 波幅 harbor resonance N-wave normal mode decomposition maximum runup wave energy distribution FUNWAVE-TVD topography wave amplitude
  • 相关文献

参考文献2

二级参考文献12

  • 1DONG GuoHai, WANG Gang, MA XiaoZhou & MA YuXiang State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116023, China.Numerical study of transient nonlinear harbor resonance[J].Science China(Technological Sciences),2010,53(2):558-565. 被引量:6
  • 2S. R. Rogers,C. C. Mei.Nonlinear resonant excitation of a long and narrow bay[].Journal of Fluid Mechanics.1978
  • 3Wei G,Kirby J T,Grilli S T,et al.A fully nonlinear Boussinesq model for surface waves Part 1. Highly nonlinear unsteady waves[].Journal of Fluid Mechanics.1995
  • 4Longuet-Higgins M S,Stewart R W.Radiation stress and mass transport in gravity waves, with application to "surfbeats"[].Journal of Fluid Mechanics.1962
  • 5Wei G,Kirby JT.Time-dependent numerical code for extended Boussinesq equations[].Journal of Waterways Port Coastal and Ocean Engineering ASCE.1995
  • 6Mei C C.The applied dynamics of ocean surface waves[]..1983
  • 7Bowers,E. C.Harbour resonance due to set-down beneath wave groups[].Journal of Fluid Mechanics.1977
  • 8Mei, C.C,Agnon, Y.Long-period oscillations in a harbour induced by incident short waves[].Journal of Fluid Mechanics.1989
  • 9Wu,J.-K.,Liu,P. L.-F.Harbour excitations by incident wave groups[].Journal of Fluid Mechanics.1990
  • 10Kirby J.T.Boussinesq models and Applications to Nearshore Wave Propagation,Surfzone Processes and Wave-induced Currents[].Advances in Coastal Engineering.2003

共引文献4

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