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GAO Xue-ping, LI Chang-liang, ZHANG Shang-hua. Numerical simulation of wave pressures and wave motions on complicated composite seawalls[J]. Haiyang Xuebao, 2006, 28(1): 139-145.
Citation: GAO Xue-ping, LI Chang-liang, ZHANG Shang-hua. Numerical simulation of wave pressures and wave motions on complicated composite seawalls[J]. Haiyang Xuebao, 2006, 28(1): 139-145.

Numerical simulation of wave pressures and wave motions on complicated composite seawalls

  • Received Date: 2005-05-12
  • Rev Recd Date: 2005-07-25
  • A numerical wave tank is developed to simulate the interaction between waves and complicated composite seawalls.In the wave tank,the Reynolds equations and the k-turbulent model are solved numerically,the volume of fluid(VOF) method is used to track free surfaces,and the source generation of waves is applied.Being compared the numerical results with the empirical solutions and the experimental results,it can been found that this numerical wave tank works well.The distribution of the wave pressures on the complicated composite seawalls under the condition of irregular waves is pointed out.The wave motions in front of the seawalls are simulated.It is useful for suggesting the reasonable type of the seawalls.
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  • BERKHOFF J C W.Computation of combined refraction-diffraction[A].Proc 13th Int Conf on Coast Engineering[C].New York:ASCE,1972.471-490.
    PEREGRINE D H.Long waves on a beach[J].J Fluid Mech,1967,27:815-827.
    MIYATA H.Finite difference simulation of breaking waves[J].Journal of Computational Physics,1986,65:179-214.
    高学平,赵子丹.直立堤前为任意地形时立波运动的数值分析[J].海洋学报,1995,17(1):111-120.
    LIU Philip L-F,LIN Peng-zhi.A numerical model for breaking waves:the volume of fluid method.Research Report No.CACR-97-02[R].Center for Applied Coastal Research,Ocean Engineering Laboratory,University of Delaware.Delaware:University of Delaware,1997.
    王永学.破碎波对直墙建筑物的作用[J].大连理工大学学报,1999,39(2):326-330.
    袁德奎,陶建华.半圆型防波堤波浪力的计算方法[J].中国港湾建设,2002,(2):11-15.
    LIN Peng-zhi,LIU Philip L-F.Internal wave-maker for Navier-Stokes equations models[J].Journal of Waterway,Port,Coastal,and Ocean Engineering,ASCE,1999,125(4):207-215.
    高学平,曾广冬,张亚.不规则波浪数值水槽的造波和阻尼消波[J].海洋学报,2002,24(2):127-132.
    BRORSEN Michael,LARSEN Jesper.Source generation of nonlinear gravity waves with the boundary integral equation method[J].Coastal Engineering,1987,11:93-113.
    大山巧,灘崗和夫.数值波動水槽における開境界处理のための数值消波フィル-の開発[A].第37回海岸工学論文集[C].东京:日本土木学会,1990.16-20.
    俞聿修.随机波浪及其工程应用[M].大连:大连理工大学出版社,2002.
    JTJ213-98,海港水文规范[S].
    严恺,梁其荀,张经汉.海岸工程[M].北京:海洋出版社,2002.
    天津市海挡防护研究报告.天津大学建筑工程学院,2002.
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