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    3D Unsteady RANS Modeling of Complex Hydraulic Engineering Flows. I: Numerical Model

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 009
    Author:
    Liang Ge
    ,
    Fotis Sotiropoulos
    DOI: 10.1061/(ASCE)0733-9429(2005)131:9(800)
    Publisher: American Society of Civil Engineers
    Abstract: A 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
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      3D Unsteady RANS Modeling of Complex Hydraulic Engineering Flows. I: Numerical Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25972
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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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