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contributor authorVictor Miguel Ponce
date accessioned2017-05-08T20:39:37Z
date available2017-05-08T20:39:37Z
date copyrightAugust 1986
date issued1986
identifier other%28asce%290733-9429%281986%29112%3A8%28716%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22663
description abstractA diffusion wave method for catchment dynamics is presented. The method has better convergence properties than kinematic wave models which use off‐centered derivatives in their numerical formulations. Unlike the off‐centered schemes, the diffusion wave scheme is formulated by matching physical and numerical diffusivity. This results in an effective control of numerical diffusion and leads to simulations which are essentially independent of grid size. The diffusion method is further extended to the realm of dynamic waves by including the Froude number dependence of the physical diffusivity. The resulting formulation is believed to represent as complete a description of the wave dynamics as is possible within the framework of diffusion wave theory. Numerical experiments show that the diffusion wave method has better convergence properties than existing kinematic wave models featuring uncontrolled numerical diffusion.
publisherAmerican Society of Civil Engineers
titleDiffusion Wave Modeling of Catchment Dynamics
typeJournal Paper
journal volume112
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1986)112:8(716)
treeJournal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 008
contenttypeFulltext


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