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THE RESEARCH OF NATURAL THREE-DIMENSIONAL NUMERICAL MODEL FOR WATER-SEDIMENT TWO-PHASE FLOW AND SEDIMENT MOVING REGULARITY NEAR THE RIVER BOUNDARY
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作者 Fang Hong-wei(Department of Hydraulic Engineering, Tsinghua University, Bijing 100084,P.R.China) 《Journal of Hydrodynamics》 SCIE EI CSCD 1994年第2期87-90,共4页
This paper deduces the variable-density equations and boundary conditions in the general curve coordinate system; A new 27-Point finite analytic discretization scheme is derived utilizing the superposition of the loca... This paper deduces the variable-density equations and boundary conditions in the general curve coordinate system; A new 27-Point finite analytic discretization scheme is derived utilizing the superposition of the local analytic solutions of linearized two-dimensional convection-diffujon equations; The competent velocity formula of non-uniform bed sediment near the rivur boundary is also researched in the paper. 展开更多
关键词 variable-density turbulence finite analytic scheme competent velocity.
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