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contributor authorLiang Ge
contributor authorFotis Sotiropoulos
date accessioned2017-05-08T20:45:14Z
date available2017-05-08T20:45:14Z
date copyrightSeptember 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A9%28800%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25972
description abstractA general-purpose numerical method is developed for solving the full three-dimensional (3D), incompressible, unsteady Reynolds-averaged Navier-Stokes (URANS) equations in natural river reaches containing complex hydraulic structures at full-scale Reynolds numbers. The method adopts body-fitted, chimera overset grids in conjunction with a grid-embedding strategy to accurately and efficiently discretize arbitrarily complex, multiconnected flow domains. The URANS and turbulence closure equations are discretized using a second-order accurate finite-volume approach. The discrete equations are integrated in time via a dual-time-stepping, artificial compressibility method in conjunction with an efficient coupled, block-implicit, approximate factorization iterative solver. The computer code is parallelized to take full advantage of multiprocessor computer systems so that unsteady solutions on grids with
publisherAmerican Society of Civil Engineers
title3D Unsteady RANS Modeling of Complex Hydraulic Engineering Flows. I: Numerical Model
typeJournal Paper
journal volume131
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:9(800)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 009
contenttypeFulltext


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