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    Three-Dimensional Simulation Parameters for 90° Open Channel Bend Flows

    Source: Journal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 003
    Author:
    A. S. Ramamurthy
    ,
    S. S. Han
    ,
    P. M. Biron
    DOI: 10.1061/(ASCE)CP.1943-5487.0000209
    Publisher: American Society of Civil Engineers
    Abstract: Sharp open channel bend flows are highly three-dimensional because of the combined effects of secondary flow, large free-surface variations, and flow separation along the inner bend wall. A comprehensive analysis was performed to determine the best modeling parameters to study the open channel sharp bend flow. Comparisons of the simulation results were made from two commercial codes, three turbulence models [
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      Three-Dimensional Simulation Parameters for 90° Open Channel Bend Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/59189
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    contributor authorA. S. Ramamurthy
    contributor authorS. S. Han
    contributor authorP. M. Biron
    date accessioned2017-05-08T21:40:36Z
    date available2017-05-08T21:40:36Z
    date copyrightMay 2013
    date issued2013
    identifier other%28asce%29cp%2E1943-5487%2E0000216.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59189
    description abstractSharp open channel bend flows are highly three-dimensional because of the combined effects of secondary flow, large free-surface variations, and flow separation along the inner bend wall. A comprehensive analysis was performed to determine the best modeling parameters to study the open channel sharp bend flow. Comparisons of the simulation results were made from two commercial codes, three turbulence models [
    publisherAmerican Society of Civil Engineers
    titleThree-Dimensional Simulation Parameters for 90° Open Channel Bend Flows
    typeJournal Paper
    journal volume27
    journal issue3
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000209
    treeJournal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 003
    contenttypeFulltext
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