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N型波浪激发港口振荡的数值研究 被引量:1

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摘要 文中采用Boussinesq数值波浪模型模拟了在N型波浪作用下复杂形状港内水体的响应。N型波浪在进入港口后会引起港内水体的振荡并被反射,港内波面扰动是一个随时间变化的瞬变波动过程。通过基于连续小波变换的时频分析结果并与现有的理论值进行比较发现,N型波浪引起的振荡其主要能量主要集中在港池第一振荡模态上,这为估计复杂形状港口的自振频率提供了一个可行的方法。
出处 《中国水运(下半月)》 2013年第7期63-66,157,共5页
基金 水文水资源与水利工程科学国家重点实验室开放研究基金(2011490811)
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参考文献12

  • 1顾家龙.港口水域共振问题的研究[J]水运工程,1984(12):1-10.
  • 2Miles J,Munk W. Harbor paradox[J].Journal of the Waterways and Harbor Division,1961,(03):111-132.
  • 3Ippen A T,Goda Y. Wave induced oscillations in harbor:The solution for a rectangular harbor connected to the open-sea[R].Department of Civil Engineering,Massachusetts InstitueofTechnology,1963.59.
  • 4Lee J J. Wave-induced oscillations in harbors of arbitrary geometry[J].Journal of Fluid Mechanics,1969.375-394.
  • 5Lee J J,Raichlen F. Wave induced oscillations in harbors with connected basins[R].California Institute of Technology,Pasadena,CA,1971.42-49.
  • 6王冬姣.复杂地形港池振荡的三维计算模型[J].华南理工大学学报(自然科学版),2000,28(6):114-118. 被引量:2
  • 7张新曙,缪国平,尤云祥,甘宁.任意形状港湾的水波振动[J].上海交通大学学报,2002,36(11):1555-1559. 被引量:4
  • 8马小舟,刘嫔,王岗,董国海.孤立波作用下细长港响应的数值研究[J].计算力学学报,2013,30(1):101-105. 被引量:16
  • 9Madsen P A,Sorensen O R. A new form of the boussinesq equations with improves linear dispersion characteristics,part2.A slowly-varying bathymetry[J].Coastal Engineering,1992.183-204.
  • 10Abbott M B,Damsgaard A,R odenhuis G S. System21,Jupiter,a design system for t vo-dimensional nearly-horizontal flows[J].Journal of Hydraulic Research,1973.1-28.

二级参考文献29

  • 1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
  • 2[1] RAICHLEN F, NAHEER E. Wave induced oscillations of harbors with variable depth [A]. Procce-dings of the 15th coastal engineering conference [C]. New York: Amer Soc of Civil Engineers, 1977, 3 536-3 556.
  • 3[2] LEE J J. Wave induced oscillations in harbors of arbitrary geometry [J]. Journal of Fluid Mechanics, 1971, 45(2): 275-394.
  • 4[3] HWANG L S, TUCK E O. On the oscillations of harbors of arbitrary shape [J]. Journal of Fluid Mechanics, 1970, 42(3): 447-464.
  • 5[4] YOSHIDA A, IJIMA T. Resonance in harbors of arbitrary topography [A]. BREBBIA C A. Boun-dary Elements: Proceedings of the Fifth International Conference [C], Berlin: Spring-Verlag, 1983, 217-226.
  • 6[5] HOUSTON J R. Long beach harbor: numerical analysis of harbor oscillations [R]. USA: Army Engineering Waterways Experiment Station, Vicksburg, MS, Report 1, Misc. 1976. H-76-20.
  • 7[6] WEHAUSEN J V, LAITON E V. Surface waves [J]. Encyclopedia of Physics, 1960, 9(3): 522-553.
  • 8[7] WANG D J. Hydrodynamic behaviour of large moored offshore structures during adverse weather conditions [D]. The Hong Kong Polytechnic University, CSE, 1993.
  • 9Mile J W, Munk W. Harbor paradox [J]. J Waterways Harbors Div Proc ASCE87, 1961, 34:111-130.
  • 10Ippen A T, Goda Y. The solution for a rectangular harbor connected to the opened-sea [A]. Hydrodynamics [C]. Cambridge: Department of Civil Engineering, MIT, 1963.

共引文献16

同被引文献12

  • 1Merian J R. liber die Bewegung tropfbarer Flussigkeiten inGefassenfM] . Basel: Abhandlung von Dr. J. Rud. Merian,1828:53.
  • 2Lee J J. Wave-induced oscillations in harbors of arbitraryshapefR] . California: California Institute of Technology, 1969.
  • 3Lee J J. Wave-induced oscillations in harbours of arbitrarygeometry [J]. Journal of fluid mechanics, 1971,45(2): 375-394.
  • 4Hwang L S, Tuck E 0. On the oscillations of harbours ofarbitrary shape [J]. Journal of fluid mechanics, 1970,42(3):447-464.
  • 5Aida I. Long-period waves in the vicinity of Onagawa Bay(11)[J]. Journal of the Oceanographical Society of Japan,1974,30(1):3441.
  • 6Abbott M B, Damsgaard A, Rodenhuis G S. System 21,Jupiter, a design system for two-dimensional nearly-horizontal flows[J] . Journal of Hydraulic Research, 1973,11(1): 1-28.
  • 7Abbott M B, Petersen H M, Skovgaard 0. On thenumerical modelling of short waves in shallow water [J] .Journal of Hydraulic Research, 1978, 16(3): 173-204.
  • 8Madsen P A, Murray R,S0rensen 0 R. A new form of theBoussinesq equations with improved linear dispersioncharacteristics [ J]. Coastal Engineering, 1991, 15 (4):371-388.
  • 9Thomas G,Mogens H, Jens K. Wave disturbancemodelling in the port of Sines, Portugal-with specialemphasis on long period oscillations[C]. Singapore: DHIWater & Environment, Marine Technology Division:Proceedings of the International Conference on Port andMaritime R&D and Technology, 2001: 29 -31.
  • 10王钟,龙宝森.半封闭海湾固有振动周期的数值计算[J].海岸工程,1998,17(4):1-4. 被引量:3

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