首页> 外文会议>International Conference on Civil, Architectural and Hydraulic Engineering >A fully dispersive fifth order nonlinear wave model - II: Numerical simulation
【24h】

A fully dispersive fifth order nonlinear wave model - II: Numerical simulation

机译:完全分散的第五阶非线性波模型 - II:数值模拟

获取原文

摘要

This paper presents the numerical solution of a fully dispersive fifth order nonlinear wave propagation model. The new equations are directly applicable to the wave propagation from deep water to shallow water and solved numerically with a finite difference method. A moving grid in spatial difference and a "homeomorphic linear Prediction-Correction-Iteration" Crank-Nicolson method was used to discretize the models. The numerical models are applied to an elliptic shoal (reported by Berkhoff et al. (1982)) and a submerged breakwater (reported by Ohyama et al. (1995)). Comparison of the results shows that the present models predict the measurements well, can be used to depict waved propagation for deep water to shallow water, across obstacles.
机译:本文介绍了全分散的第五阶非线性波传播模型的数值解。新方程直接适用于从深水到浅水的波传播,并以有限差分法在数值上进行解决。空间差异中的移动网格和“同内族线性预测迭代”曲柄 - 尼科尔森方法用于离散模型。数值模型适用于椭圆形浅滩(由Berkhoff等人报告)和淹没的防堤(由Ohyama等人报告)。(1995年)。结果表明,本模型预测测量良好,可用于描绘深水向浅水中的挥动繁殖,横跨障碍物。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号