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    Experimental and Computational Investigation of the Two-Dimensional Channel Flow Over Two Fences in Tandem

    Source: Journal of Fluids Engineering:;1988:;volume( 110 ):;issue: 001::page 48
    Author:
    F. Durst
    ,
    S. Obi
    ,
    M. Founti
    DOI: 10.1115/1.3243509
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Measurements and computations of the mean streamwise velocity and its fluctuations are reported for an arrangement of two similar fences mounted in tandem in fully developed channel flow. The influence of Reynolds number and blockage ratio, in terms of the size and location of the primary and secondary recirculation zones, were investigated. The flow field around each fence was found to be similar to one another as well as to the corresponding single fence flow, for Reynolds numbers (based on the fence height) of up to 100. For higher Reynolds numbers, the shear layer developing from the first fence was significantly disturbed by the second fence resulting in earlier transition and higher turbulence intensities. This effect was most evident in the measured differences of the recirculation lengths downstream of each fence.
    keyword(s): Channel flow , Reynolds number , Flow (Dynamics) , Measurement , Turbulence , Fluctuations (Physics) , Shear (Mechanics) AND Computation ,
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      Experimental and Computational Investigation of the Two-Dimensional Channel Flow Over Two Fences in Tandem

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/104080
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    contributor authorF. Durst
    contributor authorS. Obi
    contributor authorM. Founti
    date accessioned2017-05-08T23:27:30Z
    date available2017-05-08T23:27:30Z
    date copyrightMarch, 1988
    date issued1988
    identifier issn0098-2202
    identifier otherJFEGA4-27033#48_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104080
    description abstractMeasurements and computations of the mean streamwise velocity and its fluctuations are reported for an arrangement of two similar fences mounted in tandem in fully developed channel flow. The influence of Reynolds number and blockage ratio, in terms of the size and location of the primary and secondary recirculation zones, were investigated. The flow field around each fence was found to be similar to one another as well as to the corresponding single fence flow, for Reynolds numbers (based on the fence height) of up to 100. For higher Reynolds numbers, the shear layer developing from the first fence was significantly disturbed by the second fence resulting in earlier transition and higher turbulence intensities. This effect was most evident in the measured differences of the recirculation lengths downstream of each fence.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExperimental and Computational Investigation of the Two-Dimensional Channel Flow Over Two Fences in Tandem
    typeJournal Paper
    journal volume110
    journal issue1
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.3243509
    journal fristpage48
    journal lastpage54
    identifier eissn1528-901X
    keywordsChannel flow
    keywordsReynolds number
    keywordsFlow (Dynamics)
    keywordsMeasurement
    keywordsTurbulence
    keywordsFluctuations (Physics)
    keywordsShear (Mechanics) AND Computation
    treeJournal of Fluids Engineering:;1988:;volume( 110 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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