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Nonlinear numerical simulation on extreme-wave kinematics
作者姓名:NING Dezhi  TENG Bin  LIU Shuxue
作者单位:State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116023, China 
基金项目:The National Natural Science Foundations of China under contract Nos 50709005 and 50639030;;the Program for Changjiang Scholars and Innovative Research Teams of Universities and Colleges of China under contract No. IRT0420;;the National High Tech Research and Development Program of China under contract No.2006AA09A109-3
摘    要:A fully nonlinear numerical model based on a time-domain higher-order boundary element method (HOBEM) is founded to simulate the kinematics of extreme waves. In the model, the fully nonlinear free surface boundary conditions are satisfied and a semi-mixed Euler-Lagrange method is used to track free surface; a fourth-order Runga-Kutta technique is adopted to refresh the wave elevation and velocity potential on the free surface at each time step; an image Green function is used in the numerical wave tank so that the integrations on the lateral surfaces and bottom are excluded. The extreme waves are generated by the method of wave focusing. The physical experiments are carried out in a wave flume. On the horizontal velocity of the measured point, numerical solutions agree well with experimental results. The characteristics of the nonlinear extreme-wave kinematics and the velocity distribution are studied here.

关 键 词:非线性数学  数值模拟  运动学  数值波浪水池  自由表面  拉格朗日方法  物理实验  完全非线性
收稿时间:4/4/2008 12:00:00 AM
修稿时间:2008/10/16 0:00:00

Nonlinear numerical simulation on extreme-wave kinematics
NING Dezhi,TENG Bin,LIU Shuxue.Nonlinear numerical simulation on extreme-wave kinematics[J].Acta Oceanologica Sinica,2009,28(3):75-81.
Authors:NING Dezhi  TENG Bin and LIU Shuxue
Institution:State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116023, China
Abstract:A fully nonlinear numerical model based on a time-domain higher-order boundary element method (HOBEM) is founded to simulate the kinematics of extreme waves. In the model, the fully nonlinear free surface boundary conditions are satisfied and a semi-mixed Euler-Lagrange method is used to track free surface; a fourth-order Runga-Kutta technique is adopted to refresh the wave elevation and velocity potential on the free surface at each time step; an image Green function is used in the numerical wave tank so t...
Keywords:numerical wave tank  image Green function  higher-order boundary element method  fully nonlinear  extreme wave
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