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NUMERICAL SOLUTION FOR UNSTEADY 2-D FLOW USING THE TRANSFORMED SHALLOW WATER EQUATIONS
引用本文:Wei Wen-li(Xi'an University of Technology,Xi'an 710048,P. R. China)Jin Zhong-qing(Hohai University,Nanjing 210024,P. R. China). NUMERICAL SOLUTION FOR UNSTEADY 2-D FLOW USING THE TRANSFORMED SHALLOW WATER EQUATIONS[J]. 水动力学研究与进展(B辑), 1995, 0(3)
作者姓名:Wei Wen-li(Xi'an University of Technology  Xi'an 710048  P. R. China)Jin Zhong-qing(Hohai University  Nanjing 210024  P. R. China)
作者单位:Wei Wen-li(Xi'an University of Technology,Xi'an 710048,P. R. China)Jin Zhong-qing(Hohai University,Nanjing 210024,P. R. China)
摘    要:NUMERICALSOLUTIONFORUNSTEADY2-DFLOWUSINGTHETRANSFORMEDSHALLOWWATEREQUATIONS¥WeiWen-li(Xi'anUniversityofTechnology,Xi'an710048...


NUMERICAL SOLUTION FOR UNSTEADY 2-D FLOW USING THE TRANSFORMED SHALLOW WATER EQUATIONS
Wei Wen-li. NUMERICAL SOLUTION FOR UNSTEADY 2-D FLOW USING THE TRANSFORMED SHALLOW WATER EQUATIONS[J]. Journal of Hydrodynamics, 1995, 0(3)
Authors:Wei Wen-li
Abstract:This paper is concerned with the numerical solution of two-dimensional flow.The technique of boundary-fitted coordinate systems is used to overcome the difficulties resulting from the complicated shape of natural river boundaries; the method of fractional steps is used to solve the partial differential equations in the transformed plane; and the technique of moving boundary is used to deal with the river bed exposed to water surface. Comparison between computed and experimental data shows a satisfactory agreement.
Keywords:boundary-fitted coordinate systems  orthogonal curvilinear meshes   technique
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