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波生流垂向结构研究综述

张弛,  王义刚,  郑金海

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文章导航 > 水科学进展  > 2009 >  20(5): 739-746
张弛, 王义刚, 郑金海. 波生流垂向结构研究综述[J]. 水科学进展, 2009, 20(5): 739-746.
引用本文: 张弛, 王义刚, 郑金海. 波生流垂向结构研究综述[J]. 水科学进展, 2009, 20(5): 739-746.
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ZHANG Chi, WANG Yi-gang, ZHENG Jin-hai. Review of the vertical structure of wave-induced currents[J]. Advances in Water Science, 2009, 20(5): 739-746.
Citation: ZHANG Chi, WANG Yi-gang, ZHENG Jin-hai. Review of the vertical structure of wave-induced currents[J]. Advances in Water Science, 2009, 20(5): 739-746.
shu

波生流垂向结构研究综述

  • 1.

    河海大学水文水资源与水利工程科学国家重点实验室, 江苏, 南京, 210098;

  • 2.

    河海大学海岸灾害及防护教育部重点实验室, 江苏, 南京, 210098

基金项目: 教育部新世纪优秀人才支持计划(NECT-07-0255)
详细信息
    作者简介:

    张弛(1985- ),男,福建莆田人,博士研究生,主要从事海岸动力学研究.E-mail:henny505785@hhu.edu.cn.

    通讯作者:

    郑金海,E-mail:jhzheng@hhu.edu.cn

  • 中图分类号: O353.2;TV139.2;G353.11

Review of the vertical structure of wave-induced currents

  • 1.

    State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China;

  • 2.

    Key Laboratory of Coastal Disaster and Defence, Ministry of Education, Hohai University, Nanjing 210098, China

Funds: The study is financially supported by the Program for New Century Excellent Talents in University(NCET-07-0255).

  • 摘要: 波生流是海岸工程和海岸演变非常重要的动力因素之一,水深平均的平面二维波生流目前已有大量的研究成果,且广泛应用于工程实践中,其垂向变化往往对建筑物的稳定和海岸地貌的变化造成显著影响,例如堤前冲刷和岸滩蚀退.回顾了国内外对波生流垂向结构的研究与进展,从实验室与现场观测、理论分析以及数值模拟3个方面概述了该领域的研究现状与发展趋势,总结了已有研究存在的不足,提出需要进一步研究的课题.
    Abstract: The wave-driven current is one of the most significant factor affecting nearshore engineering and coastal evolution.The depth-integrated 2D wave-driven currents are studied with great efforts and applied widely in the coastal engineerings.However,the vertical variation of wave driven currents may result in the structure instability and morphology evolution in the coastal region.There still need More work on this topic in China.Based on the published literatures about the laboratory and field measurements,the theoretical analysis and the numerical simulations,the research progresses in this subject at home and abroad are reviewed,and several opinions on the existing problems and the future developments are proposed.
  • [1] 李绍武,柴山知也.近岸区人工岛周围波生流系统数学模型的验证[J].天津大学学报,1998,31(5):582-587.(LI Shao-wu,SHIBAYAMA T.Verification of a wave-induced current model arround nearshore artificial island[J].Journal of Tianjin University,1998,31(5):582-587.(in Chinese))
    [2] 包四林,西村仁嗣.近岸波生流数值计算的一种新方法[J].海洋学报,2000,22(5):115-123.(BAO Si-lin,NISHIMURA H.A new model for analyses of nearshore current[J].Acta Oceanologica Sinica,2000,22(5):115-123.(in Chinese))
    [3] 李孟国.波生近岸流的数学模型研究[J].水道港口,2003,24(4):161-166.(LI Meng-guo.Study on mathematical model of wave-induced nearshore current[J].Journal of Waterway and Harbour,2003,24(4):161-166.(in Chinese))
    [4] 郑金海,Hajime Mase.波流共存场中多向随机波浪传播变形数学模型[J].水科学进展,2008,19(1):78-83.(ZHENG Jin-hai,Hajime Mase.Numerical modelling of multi-directional random wave transformation in wave-current coexisting water areas[J].Advances in Water Science,2008,19(1):78-83.(in Chinese))
    [5] MIZUGUCHI M,HORIKAWA K.Experimental study on longshore current velocity distribution[J].Fac Sci Engineering,1978,21:123-150.
    [6] WRIGHT L D,GUZA R T,SHORT A D.Dynamics of a hight energy dissipative surf zone[J].Mar Geol,1982,45:41-62.
    [7] NADAOKA K,KONDOH T.Laboratory measurements of velocity field structure in the surf zone by LDV[J].Coastal Engineering Jpn,1982,25:125-146.
    [8] ROELVINK J A,STIVE M J F.Bar-generating cross:Shore flow mechanisms on a beach[J].J Geophys Res,1989,94:4785-4800.
    [9] THORNTON E B,SOARES C.Vertical structure of mean current profile over a barred beach[C]//Coastal Dynamics'95.Gdansk:ASCE,Poland,1995.
    [10] MASSELINK G,BLACK K P.Magnitude and cross shore distribution of bed return flow measured on natural beaches[J].Coastal Engineering,1995,25:165-190.
    [11] RENIERS A J H M,THORNTON E B,STANTON T P,et al.Veritcal flow structure during sandy duck:Observations and modeling[J].Coastal Engineering,2004,51:237-260.
    [12] 邹志利,常梅,邱大洪,等.沿岸流的实验研究[J].水动力学研究与进展,2002,17(2):174-180.(ZOU Zhi-li,CHANG Mei,QIU Da-hong,et al.Experimental study of longshore currents[J].Journal of Hydrodynamics,2002,17(2):174-180.(in Chinese))
    [13] 金红,邹志利,邱大洪,等.波生流对海岸污染物输移的影响[J].海洋学报,2006,28(6):144-150.(JIN Hong,ZOU Zhi-li,QIU Da-hong,et al.The effects of wave-induced currents on the transport of pollucant outside and inside surf zone[J].Acta Oceanologica Sinica,2006,28(6):144-150.(in Chinese))
    [14] 唐军,邹志利,沈永明,等.海岸带波浪破碎区污染物运动的实验研究[J].水科学进展,2003,14(5):542-547.(TANG Jun,ZOU Zhi-li,SHEN Yong-ming,et al.Experimental study on pollutant transport in surf zone[J].Advances in Water Science,2003,14(5):542-547.(in Chinese))
    [15] NADAOKA K,HINO M,KOYANO Y.Structure of the turbulent flow field under breaking waves in the surf zone[J].J Fluid Mech,1989,204:359-387.
    [16] FREDSOE J,DEIGAARD R.Mechanics of coastal sediment transport[M].Sinsapore:World Scientific,1992:17-52.
    [17] PEDERSEN C,DEIGAARD R,SUTHERLAND J.Turbulence measurements under broken waves[R].Lyngby:Tech Univ Denmark,1993:81-97.
    [18] TING F C,KIRBY J T.Observation of undertow and turbulence in a laboratory surf zone[J].Coastal Engineering,1994,24(1/2):51-80.
    [19] TING F C,KIRBY J T.Dynamics of surf-zone turbulence in a strong plunging breaker[J].Coastal Engineering,1995,24(3/4):177-204.
    [20] TING F C,KIRBY J T.Dynamics of surf-zone turbulence in a spilling breaker[J].Coastal Engineering,1996,27(3/4):131-160.
    [21] OKAYASU A,KATAYAMA H,TSURUGA H,et al.A laboratory experiment on velocity field near bottom due to obliquely descending eddies[C]//Proceedings of the 28th International Conference on Coastal Engineering.New York:ASCE,2002:521-531.
    [22] SERIO F D,MOSSA M.Experimental study on the hydrodynamics of regular breaking waves[J].Coastal Engineering,2006,53:99-113.
    [23] TING F C.Large-scale turbulence under a solitary wave[J].Coastal Engineering,2006,53:441-462.
    [24] LONGUET-HIGGINS M S,STEWART R W.Radiation stresses in water waves:A physical discussion with application[J].Deep Sea Res,1964,11(5):529-562.
    [25] DYHR-NIELSEN M,SORENSEN T.Sand transport phenomena on coasts with bars[C]//Proc of the 12th Conf on Coastal Eng.New York:ASCE,1970:855-866.
    [26] SVENDSEN I A.Wave heights and setup in a surf zone[J].Coastal Engineering,1984,8(4):303-329.
    [27] BOREKCI O S.Distribution of wave-induced momentum fluxes over depth and application within the surf zone[D].Newark:University of Delaware,1982.
    [28] HERMAN A.Three-dimensional structure of wave-induced momentum flux in irrotational waves in combined shoaling-refraction conditions[J].Coastal Engineering,2006,53:545-555.
    [29] WANG B,CHADWICK A J,OTTA A K.Derivation and application of new equations for radiation stress and volume flux[J].Coastal Engineering,2008,55:302-318.
    [30] XIA H Y,XIA Z W,ZHU L S.Vertical variation in radiation stress and wave-induced current[J].Coastal Engineering,2004,51:309-321.
    [31] ZHU S X,DING P X,ZHANG W J.The mathematical and parameterized expressions for wave induced excess flow of momentum[J].China Ocean Engineering,2007,21(1):137-146.
    [32] ZHENG J H,YAN Y X.Vertical variations of wave-induced radiation stress tensor[J].Acta Oceanologica Sinica,2001,20(4):597-605.
    [33] ZHENG J H.Depth-dependent expression of obliquely incident wave induced radiation stress[J].Progress in Natural Science,2007,17(9):1067-1073.
    [34] BATTJES J A.Modelling of turbulence in the surf zone[C]//Proceedings Symposium on Modeling Techniques.San Francisco:ASCE,1975:1050-1061.
    [35] ROELVINK J A,STIVE M J F.Bar-generating cross-shore flows mechanisms on a beach[J].J Geophys Res,1989,94(C4):4785-4800.
    [36] DEIGAARD R,FREDSOE J.Shear stress distribution in dissipative water waves[J].Coastal Engineering,1989,13:357-378.
    [37] PEREGRINE D H,SVENDSEN I A.Spilling breakers,bores and hydraulic jumps[C]//Proc of the 16th Int Conf on Coastal Engineering.New York:ASCE,1978:540-550.
    [38] DEIGAARD R,FREDSOE J,BROKER H I.Suspended sediment in the surf zone[J].J Waterw,Port,Coastal Ocean Engineering,1986,112(1):115-128.
    [39] SVENDSEN I A,SCHAFFER H A,BUHR H J.The interaction between undertow and the boundary layer flow on a beach[J].J Geophys Res,1987,92:11845-11856.
    [40] ROELVINK J A,RENIERS A J H M.Upgrading of a quasi-3D hydrodynamic model[R].Gregynog:Abstracts in Depth,MAST G8-M Overall Workshop,1994.
    [41] WALSTRA D J R,ROELVINK J A,GROENEWEG J.Calculation of wave-driven currents in a 3D mean flow model[C]//Proc of the 27th Coastal Eng Conf.New York:ASCE,2000.
    [42] SHI J Z,WANG Y.The vertical structure of combined wave-current flow[J].Ocean Engineering,2008,35:174-181.
    [43] OKAYASU A,SHIBAYAMA T,HORIKAWA K.Vertical variations of undertow in the surf zone[C]//Proc 21st Int Conf on Coastal Engineering.New York:ASCE,1989:478-491.
    [44] SVENDSEN I A.Mass flux and undertow in a surf zone[J].Coastal Engineering,1984,8:303-329.
    [45] GARCEZ FARIA A F,THORNTON E B,STANTON T P,et al.Vertical profiles of longshore currents and related bed shear stress and bottom roughness[J].J Geophys Res,1998,103:3217-3232.
    [46] DALLY W.A numerical model for beach profile evolution[D].Newark:University of Delaware,1980.
    [47] STIVE M J F,WIND H G.Cross-shore mean flow in the surf zone[J].Coastal Engineering,1986,10:325-340.
    [48] PEREGRINE D H.Calculations of the development of an ondular bore[J].J Fluid Mech,1966,25:321-331.
    [49] ZELT J A.The run-up of nonbreaking and breaking solitary waves[J].Coastal Engineering,1991,15:205-246.
    [50] SCHAFFER H A,MADSEN P A,DEIGAARD R.A Boussinesq model for waves breaking in shallow water[J].Coastal Engineering,1993,20:185-202.
    [51] 李绍武,李春颖,谷汉斌,等.一种改进的近岸波浪破碎数值模型[J].水科学进展,2005,16(1):36-41.(LI Shao-wu,LI Chun-ying,Gu Han-bin,et al.Improved numerical model for nearshore wave breaking[J].Advances in Water Science,2005,16(1):36-41.(in Chinese))
    [52] MUSUMECI R E,SVENDSEN I A,VEERAMONY J.The flow in the surf zone:A fully nonlinear Boussinesq-type of appoach[J].Coastal Engineering,2005,52:565-598.
    [53] LEMOS C.Wave breaking-a numerical study[J].Lecture Notes in Engineering,1992,71:257-271.
    [54] LIN P,LIU P L.A numerical study of breaking waves in the surf zone[J].J Fluid Mech,1998,359:239-264.
    [55] BRADFORD S F.Numerical simulation of surf zone dynamics[J].J Waterw,Port,Coastal Ocean Engineering,2000,126(1):1-13.
    [56] MAYER S,MADSEN P A.Simulation of breaking waves in the surf zone using a Navier-Stokes solver[C]//Proc 27th Int Conf on Coastal Eng.New York:ASCE,2000:928-941.
    [57] EMARAT N,CHRISTENSEN E D,FOREHAND D I M,et al.A study of plunging breaker mechanics by PIV measurements and a Navier-Stokes solver[C]//Proc of the 27th Int Conf on Coastal Eng.New York:ASCE,2000:891-901.
    [58] LIN P,LIU P L.Discussion of "Vertical variation of the flow across the surf zone"[J].Coastal Engineering,2004,50:161-164.
    [59] CRISTENSEN E D,WALSTRA D J R,EMERAT N.Vertical variation of the flow across the surf zone[J].Coastal Engineering,2002,45:169-198.
    [60] SANA A,GHUMMAN A R,TANAKA H.Modification of the damping function in the k-ε model to analyse oscillatory boundary layers[J].Ocean Engineering,2007,34(2):320-326.
    [61] PECHON P,TEISSON C.Numerical modelling of three-dimensional wave-driven currents in the surf-zone[C]//Proc of the 24th Int Conf on Coastal Eng.New York:ASCE,1994:2503-2512.
    [62] WALSTR D J R,ROELVINK J A,GROENEWEG J.Calculating of wave driven current in a 3D mean flow model[C]//Proc 27th ICCE.New York:ASCE,2000:1051-1063.
    [63] ZHAO Q,ARMFIELD S,TANIMOTO K.Numerical simulation of breaking waves by a multi-scale turbulence model[J].Coast Engineering,2004,51:53-80.
    [64] WATANABE Y,SAEKI H,HOSKING R J.Three-dimensional vortex structures under breaking waves[J].J Fluid Mech,2005,545:291-328.
    [65] CHRISTENSEN E D.Large eddy simulation of spilling and plunging breakers[J].Coastal Engineering,2006,53:463-485.
    [66] DE VRIEND H J,STIVE M J F.Quasi-3D modelling of nearshore currents[J].Coastal Engineering,1987,11:565-601.
    [67] SANCHEZ-ARCILLA A,COLLADO F.Another quasi 3D model for surf zone flows[C]//Proc 22nd ICCE.New York:ASCE,1990:316-329.
    [68] SVENDSEN I A,LORENZ R.Velocities in combined undertow and longshore currents[J].Coastal Engineering,1988,13:55-79.
    [69] OKAYASU A,HARA K,SHIBAYAMA T.Laboratory experiments of 3-D nearshore current and a model with momentum flux by breaking waves[C]//Proceedings 24th International Conference on Coastal Engineering.New York:ASCE,1994:2461-2475.
    [70] SVENDSEN I A,PUTRERV U.Surf-zone modelling[C]//Coastal Dynamics'95.New York:ASCE,1995:13-32.
    [71] SHI F,SVENDSEN I A,KIRBY J T,et al.A curvilinear version of a quasi-3D nearshore circulation model[J].Coastal Engineering,2003,49:99-124.
    [72] SHI F,KIRBY J T,HANES D M.An efficient mode-splitting method for a curvilinear nearshore circulation model[J].Coastal Engineering,2007,54:811-824.
    [73] TAJIMA Y,MADSEN O S.Modeling near-shore waves,surface rollers,and undertow velocity profiles[J].J Waterw,Port,Coast,Ocean Engineering,2006,132(6):429-438.
    [74] ZHENG J H,ZHANG C M,MASE H.Incorporation of surface rollers in modeling wave-driven coastal currents[C]//Proc 4th Chinese-German Joint Simposizm on Hydraulic and Ocean Engineering.Darmastadt:TU Darmastadt,2008:571-578.
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  • 收稿日期:  2008-08-21
  • 刊出日期:  2009-09-25

波生流垂向结构研究综述

  • 1. 河海大学水文水资源与水利工程科学国家重点实验室, 江苏, 南京, 210098;
  • 2. 河海大学海岸灾害及防护教育部重点实验室, 江苏, 南京, 210098
    • 基金项目:  教育部新世纪优秀人才支持计划(NECT-07-0255)
    作者简介:

    张弛(1985- ),男,福建莆田人,博士研究生,主要从事海岸动力学研究.E-mail:henny505785@hhu.edu.cn.

    通讯作者: 郑金海,E-mail:jhzheng@hhu.edu.cn
  • 收稿日期: 2008-08-21
  • 刊出日期: 2009-09-25

  • 中图分类号: O353.2;TV139.2;G353.11

摘要: 波生流是海岸工程和海岸演变非常重要的动力因素之一,水深平均的平面二维波生流目前已有大量的研究成果,且广泛应用于工程实践中,其垂向变化往往对建筑物的稳定和海岸地貌的变化造成显著影响,例如堤前冲刷和岸滩蚀退.回顾了国内外对波生流垂向结构的研究与进展,从实验室与现场观测、理论分析以及数值模拟3个方面概述了该领域的研究现状与发展趋势,总结了已有研究存在的不足,提出需要进一步研究的课题.

English Abstract

张弛, 王义刚, 郑金海. 波生流垂向结构研究综述[J]. 水科学进展, 2009, 20(5): 739-746.
引用本文: 张弛, 王义刚, 郑金海. 波生流垂向结构研究综述[J]. 水科学进展, 2009, 20(5): 739-746.
shu
ZHANG Chi, WANG Yi-gang, ZHENG Jin-hai. Review of the vertical structure of wave-induced currents[J]. Advances in Water Science, 2009, 20(5): 739-746.
Citation: ZHANG Chi, WANG Yi-gang, ZHENG Jin-hai. Review of the vertical structure of wave-induced currents[J]. Advances in Water Science, 2009, 20(5): 739-746.
shu

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