期刊文献+

双峰谱波浪诱发细长港低频振荡的物理试验研究

Experimental study of low-frequency oscillations in a narrow-long harbor induced by bimodal spectrum waves
下载PDF
导出
摘要 针对低频波浪诱发港池振荡问题,通过物理模型试验研究了双峰谱中低频谱峰(fp1)和低频谱有效波高(Hs1)的变化对诱发细长港池低频振荡的影响。结果表明:1) fp1越接近港池第1共振频率,港内低频波浪响应越剧烈,通过fp1放大因子曲线可以准确识别港池的第1共振频率;同时Hs1的变化主要影响第1共振模态的波浪响应。2)基于平方小波二阶相关谱对港内波浪的非线性分析发现,fp1越接近港池第1共振频率或Hs1逐渐增大,港内波浪非线性相互作用均会明显增强。该研究结果对于涌浪和风浪长期共存的海域港口建设起到良好的指导作用。 In this investigation,aiming at the problem of low-frequency wave inducing harbor oscillations,the effects of the variation of the spectral peak frequency( fp1) and significant wave height( Hs1) of low-frequency spectral on the resonance within the harbor are systematically investigated by a physical model experiment. The experimental results show that: 1) The closer fp1 is to the first resonance frequency of the harbor,the stronger the low-frequency wave response is. The first resonance frequency of the harbor can be accurately identified by fp1 amplification factor curve. Simultaneously, the variation of Hs1 mainly affects the wave response of the first resonance mode. 2) Based on the squared-wavelet-based bicoherence spectra,it is found that the closer fp1 is to the first resonance frequency of the harbor or the larger Hs1 is,the stronger the nonlinear wave interaction is. The study results will play a good role in guiding the construction of the sea harbor where the swell and wind waves coexist for a long time.
作者 王敏 吴宏桥 何波 马小舟 WANG Min;WU Hong-qiao;HE Bo;MA Xiao-zhou(COSCO Shipping Ports Ltd.,Shanghai 200080,China;CCCC Water Transportation Consultants Co.,Ltd.,Beijing 100007,China;The State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China)
出处 《水运工程》 北大核心 2020年第9期67-76,共10页 Port & Waterway Engineering
基金 国家重点研发计划项目(2017YFC1404200) 中央高校基本科研业务费资助项目(DUT18ZD214、DUT20ZD402)。
关键词 港湾共振 物理模型试验 双峰谱波浪 波浪非线性 平方小波二阶相关谱 harbor oscillation physical model experiment bimodal spectrum wave wave nonlinearity squared-wavelet-based bicoherence spectrum
  • 相关文献

参考文献6

二级参考文献61

  • 1DONG GuoHai,MA XiaoZhou,TENG Bin.Numerical modeling of surf beat generated by moving breakpoint[J].Science China(Technological Sciences),2009,52(2):392-399. 被引量:2
  • 2DONG 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
  • 3邹志利.港口内靠码头系泊船运动的计算[J].海洋工程,1995,13(3):25-36. 被引量:23
  • 4马小舟.近岸低频波浪的Boussinesq模拟[C].大连:大连理工大学,2006.
  • 5Bowers E C. Harbour resonance due to set-down beneath wave groups [J]. Journal of Fluid Mechanical, 1976, 79(1): 71 -92.
  • 6Mei C C, Agnon Y. Long-period oscillations in a harbour induced by incident short waves [J]. Journal of Fluid Mechanical, 1989, 208: 595-608.
  • 7De Girolamo P. An experimental on harbour resonance induced by incident regular waves and irregular short waves [J]. Coastal Engineering, 1996, 27(1-2): 47-66.
  • 8Wei G, Kirby J T. Time-dependent numerical code for extended Boussinesq equations [J]. Journal of Waterway, Port, Coastal and Ocean Engineering, 1995, 121(5): 251- 261.
  • 9Wei G. Fully nonlinear Boussinesq model for surface waves. Part 1. Highly nonlinear unsteady waves [J]. Journal of Fluid Mechanical, 1995, 294:71 - 92.
  • 10Schaffer H A, Sorensen O R. On the internal wave generation in Boussinesq and mild-slope equations [J]. Coastal Engineering, 2006, 53(4): 319-323.

共引文献30

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