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contributor authorA. Khosronejad
contributor authorC. D. Rennie
contributor authorS. A. A. Salehi Neyshabouri
contributor authorR. D. Townsend
date accessioned2017-05-08T20:45:38Z
date available2017-05-08T20:45:38Z
date copyrightOctober 2007
date issued2007
identifier other%28asce%290733-9429%282007%29133%3A10%281123%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26205
description abstractThe development of a fully three-dimensional finite volume morphodynamic model, for simulating fluid and sediment transport in curved open channels with rigid walls, is described. For flow field simulation, the Reynolds-averaged Navier–Stokes equations are solved numerically, without reliance on the assumption of hydrostatic pressure distribution, in a curvilinear nonorthogonal coordinate system. Turbulence closure is provided by either a low-Reynolds number
publisherAmerican Society of Civil Engineers
title3D Numerical Modeling of Flow and Sediment Transport in Laboratory Channel Bends
typeJournal Paper
journal volume133
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2007)133:10(1123)
treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 010
contenttypeFulltext


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