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    Form Drag of Fences Placed in Disturbed Turbulent Boundary Layers

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 004
    Author:
    K. G. Ranga Raju
    ,
    L. R. Sharma
    DOI: 10.1061/(ASCE)0733-9399(1999)125:4(419)
    Publisher: American Society of Civil Engineers
    Abstract: Wind tunnel studies on the drag characteristics of solid and porous fences placed in the turbulent boundary layer disturbed by the presence of an upstream fence are reported. The analysis of the data reveals that the outer region of the approach velocity profile also influences the drag, contrary to the implication from the relationship of Ranga Raju et al. that only the velocity distribution in the inner region is of consequence so far as the drag is concerned. A unique relationship has been obtained for the drag coefficient based on the average velocity over the height of the fence in terms of the porosity, the shape factor of the approach boundary layer, and an additional parameter characterizing the approach velocity distribution over the height of the fence. This relationship is valid for 2D solid and porous fences placed in a flow with a zero pressure gradient for the cases of disturbed and undisturbed boundary layers developed over smooth, transitional, and rough surfaces.
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      Form Drag of Fences Placed in Disturbed Turbulent Boundary Layers

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    contributor authorK. G. Ranga Raju
    contributor authorL. R. Sharma
    date accessioned2017-05-08T22:38:54Z
    date available2017-05-08T22:38:54Z
    date copyrightApril 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A4%28419%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84975
    description abstractWind tunnel studies on the drag characteristics of solid and porous fences placed in the turbulent boundary layer disturbed by the presence of an upstream fence are reported. The analysis of the data reveals that the outer region of the approach velocity profile also influences the drag, contrary to the implication from the relationship of Ranga Raju et al. that only the velocity distribution in the inner region is of consequence so far as the drag is concerned. A unique relationship has been obtained for the drag coefficient based on the average velocity over the height of the fence in terms of the porosity, the shape factor of the approach boundary layer, and an additional parameter characterizing the approach velocity distribution over the height of the fence. This relationship is valid for 2D solid and porous fences placed in a flow with a zero pressure gradient for the cases of disturbed and undisturbed boundary layers developed over smooth, transitional, and rough surfaces.
    publisherAmerican Society of Civil Engineers
    titleForm Drag of Fences Placed in Disturbed Turbulent Boundary Layers
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:4(419)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 004
    contenttypeFulltext
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