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contributor authorGh. Naser
contributor authorB. W. Karney
contributor authorA. A. Salehi
date accessioned2017-05-08T21:47:42Z
date available2017-05-08T21:47:42Z
date copyrightDecember 2005
date issued2005
identifier other%28asce%290733-9372%282005%29131%3A12%281740%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62553
description abstractA steady, two-dimensional numerical model was created to study the hydrodynamics of a rectangular sedimentation basin under turbulent conditions. The strip integral method was used to formulate the flow equations, using a forward marching scheme for solving the governing partial differential equations of continuity, momentum, advection–diffusion, turbulent kinetic energy, and its dissipation. In this way the flow equations were converted to a set of ordinary differential equations (ODEs) in terms of the key physical parameters. These parameters, along with a set of shape functions, describe flow variables including the velocity, the concentration of suspended sediments, and both the kinetic energy and its dissipation rate. Four Gaussian distributions were investigated, one corresponding to each flow parameter. In order to calculate the turbulent shear stresses, a two-equation turbulence model (i.e.,
publisherAmerican Society of Civil Engineers
titleTwo-Dimensional Simulation Model of Sediment Removal and Flow in Rectangular Sedimentation Basin
typeJournal Paper
journal volume131
journal issue12
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2005)131:12(1740)
treeJournal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 012
contenttypeFulltext


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