留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

港湾共振研究综述

王岗 高俊亮 王培涛 郑金海 董国海

王岗, 高俊亮, 王培涛, 郑金海, 董国海. 港湾共振研究综述[J]. 海洋学报, 2017, 39(11): 1-13. doi: 10.3969/j.issn.0253-4193.2017.11.001
引用本文: 王岗, 高俊亮, 王培涛, 郑金海, 董国海. 港湾共振研究综述[J]. 海洋学报, 2017, 39(11): 1-13. doi: 10.3969/j.issn.0253-4193.2017.11.001
Wang Gang, Gao Junliang, Wang Peitao, Zheng Jinhai, Dong Guohai. Review on harbor resonance[J]. Haiyang Xuebao, 2017, 39(11): 1-13. doi: 10.3969/j.issn.0253-4193.2017.11.001
Citation: Wang Gang, Gao Junliang, Wang Peitao, Zheng Jinhai, Dong Guohai. Review on harbor resonance[J]. Haiyang Xuebao, 2017, 39(11): 1-13. doi: 10.3969/j.issn.0253-4193.2017.11.001

港湾共振研究综述

doi: 10.3969/j.issn.0253-4193.2017.11.001
基金项目: 国家重点研发计划(2017YFC1404205);国家自然科学基金面上项目(51579090);国家自然科学基金杰出青年科学基金项目(51425901);国家自然科学基金青年项目(51609108,51209081)。

Review on harbor resonance

  • 摘要: 港湾共振是指当外海长周期入射波浪与港湾固有周期接近时出现的大幅波动现象,它对当地的水体动力过程、船舶运动及水灾害防护与评估具有重要意义。本文分别从其共振机理、激发因素及模拟方法上回顾了国内外的主要研究成果。特别针对我国的港湾共振情况,详细介绍了典型港湾共振事件的发生特点及其产生机理。最后结合我国海岸特征及现有研究进展提出相应的研究展望,以使其得到进一步的发展和完善。
  • 李培顺, 曹丛华, 王爱莲, 等. 黄、渤海沿岸港湾的假潮及成因探讨[J]. 海洋预报, 2003, 20(4): 5-13. Li Peishun, Cao Conghua, Wang Ailian, et al. Investigation of seiche and its formation causes in harbors along shore of Yellow Sea-Bohai Sea[J]. Marine Forecasts, 2003, 20(4): 5-13.
    Wilson B W. Seiches[C]//Advances in Hydroscience. New York: Academic Press, 1972: 1-94.
    Miles J W. Harbor Seiching[J]. Annual Review of Fluid Mechanics, 2003,6(6): 17-33.
    Rabinovich A B. Seiches and Harbor Oscillations[M]//Handbook of Coastal and Ocean Engineering. New Jersey: World Scientific, 2010: 193-236.
    VonderMühll K. Uber die bewegung tropfbarer Flüssigkeiten in Gefässen[J]. Mathematische Annalen,1928, 27(4):575-600.
    郑金海, 董文凯, 徐龙辉, 等. 正五边形港湾内的水波共振[J]. 河海大学学报(自然科学版), 2014, 42(3): 262-266. Zheng Jinhai, Dong Wenkai, Xu Longhui, et al. Oscillations within a regular pentagon-shaped harbor[J]. Journal of Hohai University:Natural Sciences, 2014, 42(3): 262-266.
    张弛, 吴善翔, 王岗, 等. 正六边形及其扩展形状港湾内的水波共振[J]. 计算力学学报, 2015, 32(3): 372-377. Zhang Chi, Wu Shanxiang, Wang Gang, et al. Oscillations within a regular hexagon andits extensional shapes[J]. Chinese Journal of Computational Mechanics, 2015, 32(3): 372-377.
    王岗, 郑金海, 徐龙辉, 等. 椭圆形港湾内水波共振的解析解[J]. 工程力学, 2014, 31(4): 252-256. Gang Wang, Zheng Jinhai, Xu Longhui, et al. An analytical solution for oscillations within an elliptical harbor[J]. Engineering Mechanics, 2014, 31(4): 252-256.
    李裕澈, 时振梁, 曹学锋. 1597年10月6日"珲春—汪清深震区"M≥8地震触发的湖震和火山喷发[J]. 地震学报, 2012, 34(4): 557-570. Li Yuche, Shi Zhenliang, Cao Xuefeng. The seiches and volcanic eruption triggered by the 6 October 1597 earthquake with M≥8 in the "Hunchun-Wangqing, Northesatern China, deep-focus seismic zone"[J]. Acta Seismologica Sinica, 2012, 34(4): 557-570.
    Vanoni V A, Carr J H. Harbor Surging[C]//Proceedings of First Conference on Coastal Engineering, Long Beach. 1950: 60-68.
    Miles J, Munk W. Harbor paradox[J]. Journal of Waterways and Harbors Division, 1961, 87: 111-130.
    LeMehaute B. Theory of wave agitation in a Harbor[J]. Journal of the Hydraulics Division, 1961, 87:31-50.
    Ippen A T, Goda Y. Wave induced oscillations in harbors: the solution for a rectangular harbor connected to the open sea[R]. Massachusetts Inst of Tech Cambridge Hydrodynamics Lab,1963.
    Carrier G F, Shaw R P, Miyata M. Channel effects in harbor resonance[J]. Journal of Engineering Mechanics, 1971, 97:1703-1716.
    Mei C C, Vnlüata V. Resonant scattering by a harbor with two coupled basins[J]. Journal of Engineering Mathematics, 1976, 10(4): 333-353.
    Yu X P. Oscillations in a coupled bay-river system.1. Analytic solution[J]. Coastal Engineering, 1996, 28(1/4): 147-164.
    Miles J W. Resonant response of harbours: an equivalent-circuit analysis[J]. Journal of Fluid Mechanics, 1971, 46(2): 241-265.
    Wang G, Dong G H, Perlin M, et al. An analytic investigation of oscillations within a harbor of constant slope[J]. Ocean Engineering, 2011, 38(2): 479-486.
    Wang Gang, Zheng Jinhai, Liang Qiuhua, et al. Analytical solutions for oscillations in a harbor with a hyperbolic-cosine squared bottom[J]. Ocean Engineering, 2014, 83(2): 16-23.
    Wang Gang, Zheng Jinhai, Liang Qiuhua, et al. Theoretical analysis of harbor resonance in harbor with an exponential bottom profile[J]. China Ocean Engineering, 2015, 29(6): 821-834.
    Bowers E C. Harbor resonance due to set-down beneath wave groups[J]. Journal of Fluid Mechanics, 1977, 79(1): 71-92.
    Mei C C, Agnon Y. Long-period oscillations in a harbour induced by incident short waves[J]. Journal of Fluid Mechanics, 1989, 208: 595-608.
    Wu J K, Liu P L F. Harbour excitations by incident wave groups[J]. Journal of Fluid Mechanics, 1990, 217: 595-613.
    Girolamo P D. An experiment on harbour resonance induced by incident regular waves and irregular short waves[J]. Coastal Engineering, 1996, 27(1/2): 47-66.
    Okihiro M, Guza R T. Observations of seiche forcing and amplification in three small harbors[J]. Journal of Waterway Port Coastal and Ocean Engineering, 1996, 122(5): 232-238.
    Kulikov E A, Rabinovich A B, Thomson R E, et al. The landslide tsunami of November 3, 1994, Skagway Harbor, Alaska[J]. Journal of Geophysical Research: Oceans, 1996, 101: 6609-6615.
    Carbajal N, Galicia-Pérez M A. Earthquake-induced helmholz resonance in Manzanillo Lagoon, Mexico[J]. Revista Mexicana de Física, 2002, 48: 192-196.
    Pattiaratchi C B, Wijeratne E M. Tide gauge observations of 2004-2007 Indian Ocean tsunamis from Sri Lanka and Western Australia[J]. Pure and Applied Geophysics, 2009, 166: 233-258.
    Dong Guohai, Wang Gang, Ma Xiaozhou, et al. Harbor resonance induced by subaerial landslide-generated impact waves [J]. Ocean Engineering, 2010, 37: 927-934.
    王培涛, 闪迪, 王岗, 等. 日本东北Mw9.0地震海啸在港池及邻近区域诱发的涡流危险性计算与评估分析[J]. 地球物理学报, 2016, 59(11): 4162-4177. Wang Peitao, Shan Di, Wang Gang, et al. Modelling and assessment of tsunami-induced vortex flows hazards from the 2011 MW9.0 Tohoku-oki earthquake in harbors and adjacent area[J]. Chinese Journal of Geophysics, 2016, 59(11): 4162-4177.
    Uzaki K I, MatsunagaN, Nishii Y, et al. Field observations and numerical simulations of harbor oscilations due to long period waves[C]//Proceedings of the 29th international conference on coastal engineering, Portugal. 2004: 1264-1276.
    de Jong M P C, Battjes J A. Seiche characteristics of Rotterdam harbour[J]. Coastal Engineering, 2004, 51(5/6): 373-386.
    Carr C M, Yavary M, Yavary M. Wave agitation studies for port expansion—Salalah, Oman[C]//Port Development in the Changing World. 2004, 136: 1-10.
    Marcos M, Liu P L F, Monserrat S. Nonlinear resonant coupling between two adjacent bays[J]. Journal of Geophysical Research Oceans, 2004, 109: C05008.
    Wijeratne E M S, Woodworth P L, Pugh D T. Meteorological and internal wave forcing of seiches along the Sri Lanka coast[J]. Journal of Geophysical Research Oceans, 2010, 115: C03014.
    Chen G Y, Chien C C, Su C H, et al. Resonance induced by edge waves in Hua-Lien Harbor[J]. Journal of Oceanography, 2004, 60: 1035-1043.
    Fabrikant A L. Harbour oscillations generated by shear flow[J]. Journal of Fluid Mechanics, 1995, 282: 203-217.
    杨宪章. 长周期波的特性及对系泊船舶动态特性的影响[J]. 港口工程, 1989(6): 37-43. Yang Xianzhang. The characteristics of long period wave and the influence on the dynamic characteristics of mooring ship[J]. Harbour Engineering, 1989(6): 37-43.
    Van Der Molen W, Monardez P, Van Dongeren A P. Numerical simulation of long-period waves and ship motions in Tomakomai port, Japan[J]. Coastal Engineering Journal, 2006, 48(1): 59-79.
    Briggs M J, Dykstra D, Baldwin T. Modeling of harbor resonance in port of long beach[C]//International Conference on Civil Engineering in the Oceans, American Society of Civil Engineers, Baltimore. 2006: 479-493.
    Darbyshire M. Long waves on the coast of the Cape Peninsula[J]. Deutsche Hydrographische Zeitschirift, 1963, 16(4): 167-185.
    Bellotti G. Transient response of harbours to long waves under resonance conditions[J]. Coastal Engineering, 2007, 54: 680-693.
    Dong Guohai, Wang Gang, Ma Xiaozhou, et al. Numerical study of transient nonlinear harbor resonance[J]. Science China-Technological Sciences, 2010, 53(2): 558-565.
    Losada I J, Gonzalez-Ondina J, Diaz-Hernandez G, et al. Numerical modeling of nonlinear resonance of semi-enclosed water bodies: Description and experimental validation[J]. Coastal Engineering, 2008, 55(1): 21-34.
    Hwang L S, Tuck E O. On the oscillations of harbours of arbitrary shape[J]. Journal of Fluid Mechanics, 1970, 42(3): 447-464.
    Lee J J. Wave-induced oscillations in harbours of arbitrary geometry[J]. Journal of Fluid Mechanics, 1971, 45(2): 375-394.
    Lee J J, Raichlen F. Wave induced oscillations in harbors with connected basins[R]. California Institute of Technology, Pasadena, CA., 1971.
    Olsen K, Huang L S. Oscillations in a bay of arbitrary shape and variable depth[J]. Journal of Geophysical Research, 1971, 76(21): 5048-5064.
    Berkhoff J C W. Computation of combined refraction diffraction[C]//Proceedings of the 13th International Conference on Coastal Engineering. 1972: 471-490.
    邹志利. 水波理论及其应用[M]. 北京: 科学出版社, 2005. Zou Zhili. Water Wave Theories and Their Applications[M]. Bejing: Science Press, 2005.
    Panchang V, Chen W, Xu B, et al. Exterior bathymetric effects in Elliptic Harbor wave models[J]. Journal of Waterway Port Coastal and Ocean Engineering, 2000, 126(2): 71-78.
    Peregrine D H. Long waves on a beach[J]. Journal of Fluid Mechanic, 1967, 27: 815-827.
    Madsen P A, Schaffer H A. Higher-order Boussinesq-type equations for surface gravity waves: derivation and analysis[J]. Philosophical Transactions of the Royal Society of London Series A-Mathematical Physical and Engineering Sciences, 1998, 356: 3123-3181.
    Gobbi M F, Kirby J T, Wei G. A fully nonlinear Boussinesq model for surface waves. Part 2. Extension to O(kh)(4)[J]. Journal of Fluid Mechanics, 2000, 405: 181-210.
    Zou Z L, Fang K Z. Alternative forms of the higher-order Boussinesq equations: Derivations and validations[J]. Coastal Engineering, 2008, 55(6): 506-521.
    Ataie-Ashtiani B, Najafi Jilani A. A higher-order Boussinesq-type model with moving bottom boundary: applications to submarine landslide tsunami waves[J]. International Journal for Numerical Methods in Fluids, 2007, 53(6): 1019-1048.
    Lynett P, Liu P L F. A two-layer approach to wave modelling[C]//Proceedings of The Royal Society of London A: Mathematical, Physical and Engineering Sciences. The Royal Society, 2004, 460: 2637-2669.
    Madsen P A, Bingham H B, Liu H. A new Boussinesq method for fully nonlinear waves from shallow to deep water[J]. Journal of Fluid Mechanics, 2002, 462: 1-30.
    Madsen P A, Murray R, Sørensen O R. A new form of the Boussinesq equations with improved linear dispersion characteristics. Part 2. A slowly-varying bathymetry[J]. Coastal Engineering, 1991, 15(4): 371-388.
    Nwogu O. Alternative form of Boussinesq equations for nearshore wave propagation[J]. Journal of Waterway Port Coastal and Ocean Engineering, 1993, 119: 618-638.
    Woo S B, Liu P L F. Finite-element model for modified Boussinesq equations. Ⅱ: Applications to nonlinear harbor oscillations[J]. Journal of Waterway Port Coastal and Ocean Engineering, 2004, 130: 17-28.
    Walkley M, Berzins M. A finite element method for the two-dimensional extended Boussinesq equations[J]. International Journal for Numerical Methods in Fluids, 2002, 39(10): 865-885.
    Kirby J T. Boussinesq models and applications to nearshore wave propagation, surf zone processes and wave-induced currents[M]//Advances in Coastal Modeling. Elsevier, 2003: 1-41.
    Kirby J T, Long W, Shi F. Funwave 2.0 fully nonlinear boussinesq wave model on curvilinear coordinates[R]. Newark: Center for Applied Coastal Research Dept. of Civil & Environmental Engineering, University of Delaware, 2003.
    Wang G, Dong G H, Perlin M, et al. Numerical investigation of oscillations within a harbor of constant slope induced by seafloor movements[J]. Ocean Engineering, 2011, 38(17/18): 2151-2161.
    Wang Gang, Zheng Jinhai, Maa J P Y, et al. Numerical experiments on transverse oscillations induced by normal-incident waves in a rectangular harbor of constant slope[J]. Ocean Engineering, 2013, 57(2): 1-10.
    Dong G H, Gao J L, Ma X Z, et al. Numerical study of low-frequency waves during harbor resonance[J]. Ocean Engineering, 2013, 68(8): 38-46.
    Gao Junliang, Ji Chunyan, Gaidai O, et al. Numerical study of infragravity waves amplification during harbor resonance[J]. Ocean Engineering, 2016, 116: 90-100.
    李坤平, 陈则实. 小长山港内港湾假潮变化的基本特征[J]. 黄渤海海洋, 1999, 17(3): 10-15. Ling Kunping, Chen Zeshi. Statistical characteristics of variations in seiches in Xiao Changshan Harbour[J]. Journal of Oceanography of Huanghai & Bohai Seas, 1999, 17(3): 10-15.
    王兴铸, 李坤平, 余宙文. 龙口港内港湾振动的概要特征[J]. 海洋湖沼通报, 1986(2): 1-5. Wang Xingchou, Ling Kunping, Yu Zhouwen. Statistical characteristics of seiches in Longkou harbour[J]. Transactions of Oceanology and Limnology, 1986(2): 1-5.
    夏综万, 林少奕, 王永信, 等. 南海北部沿岸海洋站的假潮[J]. 海洋与湖沼, 2002, 33(1): 8-14. Xia Zongwan, Lin Shaoyi, Wang Yongxin, et al. Seiches at the coastal stations along the north coast of south China sea[J]. Oceanologia et Limnologia Sinica, 2002, 33(1): 8-14.
    李培顺, 曹丛华, 江崇波, 等, 龙口港的假潮及成因探讨[J]. 海洋通报, 2003, 22(5): 1-8. Li Peishun, Cao Chonghua, Jiang Congbo, et al. Discussion on the seiche in the Longkou harbour and its causes of formation[J]. Marine Science Bulletin, 2003, 22(5):1-8.
    刘赞沛, 陈则实, 宋万先, 等. 龙口港湾大振幅假潮的成因分析[J]. 海洋学报, 2001, 23(1): 120-126. Liu Zanpei, Chen Zeshi, Song Wanxian, et al. A cause giving rise to large amplitude seiches in the Longkou Bay[J]. Haiyang Xuebao, 2001, 23(1): 120-126.
    王钟桾. 龙口湾大振幅假潮形成的数值模拟[J]. 黄渤海海洋, 2000, 18(3): 7-13. Wang Zhongjun. The numerical modelling of seiches of large amplitude in Longkou Bay[J]. Journal of Oceanography of Huanghai & Bohai Seas, 2000, 18(3): 7-13.
    刘赞沛, 陈则实, 邹娥梅, 等, 大连老虎滩澳的大振幅假潮[J]. 海洋学报, 2000, 22(2): 125-131. Liu Zanpei, Chen Zeshi, Zou Emei, et al. Seiches of large amplitude in the inlet of the Laohutan beach Dailian city [J]. Haiyang Xuebao, 2000, 22(2): 125-131.
    于福江, 原野, 赵联大, 等. 2010年2月27日智利8.8级地震海啸对我国影响分析[J]. 科学通报, 2000, 56(3): 239-246. Yu Fujiang, Yuan Ye, Zhao Lianda, et al. Evaluation of potential hazards from teletsunami in China: Tidal observations of a teletsunami generated by the Chile 8.8 Mw earthquake[J]. Chinese Science Bulletin, 2000, 56(3): 239-246.
    Yamazaki Y, Cheung K F. Shelf resonance and impact of near-field tsunami generated by the 2010 Chile earthquake[J]. Geophysical Research Letters, 2011, 38(12):564-570.
    王岗, 郑金海. 非静压模波浪模型新理论[C]//第十七届中国海洋(岸)工程学术讨论会论文集. 北京: 海洋出版社, 2015: 763-772. Wang Gang, Zheng Jinhai. A new theory of non-static die-wave model[C]//Proceedings of the 17th Symposium on Chinese Ocean (Coastal) Engineering. Beijing: China Ocean Press, 2015: 763-772.
  • 加载中
计量
  • 文章访问数:  1252
  • HTML全文浏览量:  44
  • PDF下载量:  947
  • 被引次数: 0
出版历程
  • 收稿日期:  2016-10-12
  • 修回日期:  2017-02-20

目录

    /

    返回文章
    返回