| Tao Jianhua,Zhang Yan.Numerical simulation for the two-dimensional nonlinear shallow water waves[J].Acta Oceanologica Sinica,1990,(3):449-457 |
| Numerical simulation for the two-dimensional nonlinear shallow water waves |
| Numerical simulation for the two-dimensional nonlinear shallow water waves |
| 投稿时间：1989-08-24 修订日期：1989-10-11 |
| DOI： |
| 中文关键词: |
| 英文关键词: |
| 基金项目:Supported by the Fund of National Nature Sciences of China. |
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| 中文摘要: |
| This study deals with the general numerical model to simulate the two-dimensional tidal flow, flooding wave (long wave) and shallow water waves (short wave).The foundational model is based on nonlinear Boussinesq equations.Numerical method for modelling the short waves is investigated in detail.The forces, such as Coriolis forces, wind stress, atmosphere and bottom friction, are considered.A two-dimensional implicit difference scheme of Boussinesq equations is proposed.The low-reflection outflow open boundary is suggested.By means of this model,both velocity fields of circulation current in a channel with step expansion and the wave diffraction behind a semi-infinite breakwater are computed, and the results are satisfactory. |
| 英文摘要: |
| This study deals with the general numerical model to simulate the two-dimensional tidal flow, flooding wave (long wave) and shallow water waves (short wave).The foundational model is based on nonlinear Boussinesq equations.Numerical method for modelling the short waves is investigated in detail.The forces, such as Coriolis forces, wind stress, atmosphere and bottom friction, are considered.A two-dimensional implicit difference scheme of Boussinesq equations is proposed.The low-reflection outflow open boundary is suggested.By means of this model,both velocity fields of circulation current in a channel with step expansion and the wave diffraction behind a semi-infinite breakwater are computed, and the results are satisfactory. |
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