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    Calculation of Drag Coefficient for Arrays of Emergent Circular Cylinders with Pseudofluid Model

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 006
    Author:
    Nian-Sheng Cheng
    DOI: 10.1061/(ASCE)HY.1943-7900.0000722
    Publisher: American Society of Civil Engineers
    Abstract: The emergent vegetation in open-channel flows is usually simulated using arrays of circular cylinders in laboratory experiments. Analysis of recent experimental data reveals that for a given Reynolds number, the drag coefficient of a cylinder in a dense array is larger than that of an isolated cylinder. A new approach is applied to parameterize the drag coefficient and Reynolds number for flows through arrays of emergent cylinders. The approach is developed based on the concept of pseudofluid, for which an analogy is made between the cylinder-induced drag in an open-channel flow and that induced by the cylinder settling in a stationary fluid. With the proposed parameterization, the experimental database is successfully reorganized in such a way that a generalized drag coefficient is related to a generalized Reynolds number by one single curve, which is valid for a wide range of solid fractions and Reynolds numbers. However, it should be mentioned that only rigid circular stems are considered in this study and their induced drag is assumed to be dominant in comparison with the channel bed resistance.
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      Calculation of Drag Coefficient for Arrays of Emergent Circular Cylinders with Pseudofluid Model

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    contributor authorNian-Sheng Cheng
    date accessioned2017-05-08T21:51:44Z
    date available2017-05-08T21:51:44Z
    date copyrightJune 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000749.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64588
    description abstractThe emergent vegetation in open-channel flows is usually simulated using arrays of circular cylinders in laboratory experiments. Analysis of recent experimental data reveals that for a given Reynolds number, the drag coefficient of a cylinder in a dense array is larger than that of an isolated cylinder. A new approach is applied to parameterize the drag coefficient and Reynolds number for flows through arrays of emergent cylinders. The approach is developed based on the concept of pseudofluid, for which an analogy is made between the cylinder-induced drag in an open-channel flow and that induced by the cylinder settling in a stationary fluid. With the proposed parameterization, the experimental database is successfully reorganized in such a way that a generalized drag coefficient is related to a generalized Reynolds number by one single curve, which is valid for a wide range of solid fractions and Reynolds numbers. However, it should be mentioned that only rigid circular stems are considered in this study and their induced drag is assumed to be dominant in comparison with the channel bed resistance.
    publisherAmerican Society of Civil Engineers
    titleCalculation of Drag Coefficient for Arrays of Emergent Circular Cylinders with Pseudofluid Model
    typeJournal Paper
    journal volume139
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000722
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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