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COMPUTATION OF STEADY FLOW BY UNSTEADY FLOW APPROACH AND STEADY FLOW APPROACH
引用本文:Huang Jing-xiang,South China University of Construction,Guangzhou 510405,P. R. ChinaTong Han-yi,Wuhan Institute of Hydraulic & Electric Engineering,Wuhan 430072,P. R. China. COMPUTATION OF STEADY FLOW BY UNSTEADY FLOW APPROACH AND STEADY FLOW APPROACH[J]. 水动力学研究与进展(B辑), 1992, 0(2)
作者姓名:Huang Jing-xiang  South China University of Construction  Guangzhou 510405  P. R. ChinaTong Han-yi  Wuhan Institute of Hydraulic & Electric Engineering  Wuhan 430072  P. R. China
作者单位:Huang Jing-xiang,South China University of Construction,Guangzhou 510405,P. R. ChinaTong Han-yi,Wuhan Institute of Hydraulic & Electric Engineering,Wuhan 430072,P. R. China
摘    要:Steady water surface profile of gradually varied flow can be calculated using ei-ther a steady flow approach or an unsteady flow approach. The steady flow approach requires it-erative procedures which may have convergence problems unless the step size 1x is less than amaximum value △x. The unsteady flow approach based on the explicit characteristic method hasa stability problem unless △x is less than △x. A series of numerical experiments were carried outand the results of two approaches are compared.


COMPUTATION OF STEADY FLOW BY UNSTEADY FLOW APPROACH AND STEADY FLOW APPROACH
Huang Jing-xiang,South China University of Construction,Guangzhou ,P. R. ChinaTong Han-yi,Wuhan Institute of Hydraulic , Electric Engineering,Wuhan ,P. R. China. COMPUTATION OF STEADY FLOW BY UNSTEADY FLOW APPROACH AND STEADY FLOW APPROACH[J]. Journal of Hydrodynamics, 1992, 0(2)
Authors:Huang Jing-xiang  South China University of Construction  Guangzhou   P. R. ChinaTong Han-yi  Wuhan Institute of Hydraulic & Electric Engineering  Wuhan   P. R. China
Affiliation:Huang Jing-xiang,South China University of Construction,Guangzhou 510405,P. R. ChinaTong Han-yi,Wuhan Institute of Hydraulic & Electric Engineering,Wuhan 430072,P. R. China
Abstract:
Keywords:open channel flow  stability  convergence
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