期刊文献+

长周期波浪激发矩形港池多模态共振研究 被引量:7

Research on the multi-mode resonance within a rectangular harbor induced by long-period waves
下载PDF
导出
摘要 长和宽接近的矩形港池存在横向、纵向及横纵向混合共振模态。采用基于混合有限元的椭圆型缓坡方程数值模型模拟不同波浪入射角的低频波浪激发矩形港池的多模态共振,并分析不同平面布置形式的矩形港池模态响应特性。结果表明,斜向波浪会激发港池的横向共振模态,其放大因子受入射角度影响较大,而纵向共振模态的放大因子受入射角度影响较小。口门宽度对港池的共振模态个数与放大因子均有影响,具体为:随着口门宽度增加,各阶模态放大因子减小。口门位置对纯横向以及纯纵向共振的振荡模式有显著影响,而对横向纵向混合模态影响较小。各阶模态放大因子的大小和波节线与波腹线与口门的相对位置密切相关。 When a rectangular harbor’s length and width are close, there exist transversal resonance modes, longitudinal resonance modes and mixed transversal and longitudinal resonance modes. For the period range of low frequency wave, a numerical model is constructed by Hybird Finite Element Method based on elliptic mild slope equation. This paper aims to analyze the characteristics of multi-mode responses for a partially protected rectangular harbor with different layouts. The various factors include incident wave degree, and the width and location of harbor entrance. The numerical result shows: under the oblique wave action, the transversal mode emergeds, differing from the longitudinal resonance mode, and the transversal resonance mode’s amplification factor is significantly influenced by the incident wave degree. The width of harbor entrance can influence the quantity and amplification of the mode;when the width of entrance increases, the amplification factor will decrease. The location of harbor mouth can influence the oscillation mode of pure transversal or pure longitudinal resonance;conversely, the mixed transversal and longitudinal oscillation mode isn’t sensitive to it. The extent of impact of mouth location to each mode’s amplification is depend on the distribution of node lines and anti-node lines around the mouth.
作者 张翔 马小舟 郑振钧 董雨进 董国海 ZHANG Xiang;MA Xiaozhou;ZHENG Zhenjun;DONG Yujin;DONG Guohai(The State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116023, China)
出处 《海洋工程》 CSCD 北大核心 2019年第5期28-36,共9页 The Ocean Engineering
基金 国家重点研发计划(2017YFC1404200) 中央高校基本科研业务费(DUT18ZD214)
关键词 矩形港池 港湾共振 长周期波浪 多模态 横向共振 rectangular harbor harbor resonance long period wave multi-mode transversal oscillation
  • 相关文献

参考文献5

二级参考文献53

  • 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
  • 2宋善柏,张慈珩.秦皇岛港西港区航道改造工程波浪数学模型研究[J].水道港口,2006,27(4):236-240. 被引量:7
  • 3马小舟,董国海,滕斌.破碎带波浪的数值模拟[J].计算力学学报,2007,24(2):203-208. 被引量:13
  • 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57

同被引文献27

引证文献7

二级引证文献7

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