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    Clear Water Scour at Circular Piers: a Model

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 012
    Author:
    Subhasish Dey
    ,
    Sujit K. Bose
    ,
    Ghandikota L. N. Sastry
    DOI: 10.1061/(ASCE)0733-9429(1995)121:12(869)
    Publisher: American Society of Civil Engineers
    Abstract: The three-dimensional quasi-steady vortex flow field around circular piers in a quasi-equilibrium scour hole under a clear water regime has been investigated experimentally. The main characteristic features of the flow, to be modeled, are a relatively large secondary vortex flow within the scour hole and skewed velocity distributions along the circumference of the pier. The flow field has been divided into a number of parts according to the flow characteristics. The components of quasi-steady velocity for different parts have been theoretically expressed in the form of equations satisfying the continuity equation and the requirements of fitting an individual profile of the measured velocity components. Using the suitable functions, the equations of the velocity components derived for different parts have been combined and matched at the junctions of these parts to get a single equation for each velocity component. The measured data have been utilized to determine the coefficients and exponents used in these equations through curve fittings. The proposed flow model, which corresponds closely with the observations, can be utilized to simulate the flow field in prototype.
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      Clear Water Scour at Circular Piers: a Model

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    contributor authorSubhasish Dey
    contributor authorSujit K. Bose
    contributor authorGhandikota L. N. Sastry
    date accessioned2017-05-08T20:42:15Z
    date available2017-05-08T20:42:15Z
    date copyrightDecember 1995
    date issued1995
    identifier other%28asce%290733-9429%281995%29121%3A12%28869%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24079
    description abstractThe three-dimensional quasi-steady vortex flow field around circular piers in a quasi-equilibrium scour hole under a clear water regime has been investigated experimentally. The main characteristic features of the flow, to be modeled, are a relatively large secondary vortex flow within the scour hole and skewed velocity distributions along the circumference of the pier. The flow field has been divided into a number of parts according to the flow characteristics. The components of quasi-steady velocity for different parts have been theoretically expressed in the form of equations satisfying the continuity equation and the requirements of fitting an individual profile of the measured velocity components. Using the suitable functions, the equations of the velocity components derived for different parts have been combined and matched at the junctions of these parts to get a single equation for each velocity component. The measured data have been utilized to determine the coefficients and exponents used in these equations through curve fittings. The proposed flow model, which corresponds closely with the observations, can be utilized to simulate the flow field in prototype.
    publisherAmerican Society of Civil Engineers
    titleClear Water Scour at Circular Piers: a Model
    typeJournal Paper
    journal volume121
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1995)121:12(869)
    treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 012
    contenttypeFulltext
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