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Zhang Cunzhi,Yang Lianwu,Dou Zhenxing.A finite element model of circulation in shallow water with moving boundary on tidal-flat[J].Acta Oceanologica Sinica,1990,(2):173-186
A finite element model of circulation in shallow water with moving boundary on tidal-flat
A finite element model of circulation in shallow water with moving boundary on tidal-flat
投稿时间:1989-02-05  修订日期:1989-05-10
DOI:
中文关键词:  
英文关键词:
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作者单位
Zhang Cunzhi Institute of Marine Environmental Protection, State Oceanic Administration, Dalian, China 
Yang Lianwu Institute of Marine Environmental Protection, State Oceanic Administration, Dalian, China 
Dou Zhenxing Institute of Marine Environmental Protection, State Oceanic Administration, Dalian, China 
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中文摘要:
      To examine the circulation in shallow water with tidal flat,a finite element model for the numerical solution of the shallow water equations was developed by means of standard Galerkin's method.The domain computed was covered with triangular finite elements,and water elevation and velocity were approximated by linear interpolation functions,and the lumped coefficients were used to substitute for solving the high order algebraic equation system.The time-dependent land-water boundary changes are treated mathematically by interrelating the location of the land-water boundary with the instantaneous tidal level.The implicit scheme was adopted for the terms of the bottom friction and the Coriolis effect in the motion equation so that the numerical stability of the model has been improved.
The model was applied to the tidal current on shoaling water with large tidal flat off Pikou,and a comparison between observed and calculated values showed good agreement,the flow pattern being reproduced.
英文摘要:
      To examine the circulation in shallow water with tidal flat,a finite element model for the numerical solution of the shallow water equations was developed by means of standard Galerkin's method.The domain computed was covered with triangular finite elements,and water elevation and velocity were approximated by linear interpolation functions,and the lumped coefficients were used to substitute for solving the high order algebraic equation system.The time-dependent land-water boundary changes are treated mathematically by interrelating the location of the land-water boundary with the instantaneous tidal level.The implicit scheme was adopted for the terms of the bottom friction and the Coriolis effect in the motion equation so that the numerical stability of the model has been improved.
The model was applied to the tidal current on shoaling water with large tidal flat off Pikou,and a comparison between observed and calculated values showed good agreement,the flow pattern being reproduced.
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