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contributor authorSonia Castanedo
contributor authorRaul Medina
contributor authorFernando J. Mendez
date accessioned2017-05-08T20:45:05Z
date available2017-05-08T20:45:05Z
date copyrightMarch 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A3%28217%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25883
description abstractThe analysis of three different approximations of the turbulent diffusion terms, widely used to simulate shallow water flows, is carried out both analytically and experimentally. Based on the eddy viscosity concept, the terms are solved for steady, uniform, turbulent flow in a simplified geometry, which may represent a tidal estuary or a compound channel. It is shown that, although the three approximations are identical in constant depth, they behave differently if strong depth gradients exist and, consequently, the transverse velocity profile obtained varies depending on the turbulence term used. It is also shown that the relative depth (flood plain depth-to-main channel depth ratio) has an important influence on the lateral momentum transfer and, consequently, depending on the approximation adopted, different dimensionless eddy viscosity coefficient
publisherAmerican Society of Civil Engineers
titleModels for the Turbulent Diffusion Terms of Shallow Water Equations
typeJournal Paper
journal volume131
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:3(217)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 003
contenttypeFulltext


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