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    Influence of Inlet Shear on Structure of Wake behind a Square Cylinder

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 003
    Author:
    A. K. Saha
    ,
    G. Biswas
    ,
    K. Muralidhar
    DOI: 10.1061/(ASCE)0733-9399(1999)125:3(359)
    Publisher: American Society of Civil Engineers
    Abstract: The force coefficients and the frequency of vortex shedding in the wake of a square cylinder exposed to a uniform shear flow and the flow structure around it were numerically investigated. The Reynolds number defined on the basis of cylinder width was in the range of 250–1,500. The shear parameter, namely the transverse velocity gradient, which is nondimensionalized using the obstacle width and the average incoming velocity, was varied between 0 and 0.2. Analyses were performed for a number of flow parameters using various combinations of Reynolds number and shear parameters. Results show that mean and root-mean-square values of drag coefficient initially decrease up to certain values of the shear rate and then increase with increase in shear parameter. The root-mean-square values of lift coefficient show a similar behavior. The Strouhal number decreases uniformly with increase in shear parameter. At higher shear rates, the von Kármán vortex street comprising alternating vortices breaks, and the far wake shows mainly clockwise vortices.
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      Influence of Inlet Shear on Structure of Wake behind a Square Cylinder

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84962
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    contributor authorA. K. Saha
    contributor authorG. Biswas
    contributor authorK. Muralidhar
    date accessioned2017-05-08T22:38:53Z
    date available2017-05-08T22:38:53Z
    date copyrightMarch 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A3%28359%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84962
    description abstractThe force coefficients and the frequency of vortex shedding in the wake of a square cylinder exposed to a uniform shear flow and the flow structure around it were numerically investigated. The Reynolds number defined on the basis of cylinder width was in the range of 250–1,500. The shear parameter, namely the transverse velocity gradient, which is nondimensionalized using the obstacle width and the average incoming velocity, was varied between 0 and 0.2. Analyses were performed for a number of flow parameters using various combinations of Reynolds number and shear parameters. Results show that mean and root-mean-square values of drag coefficient initially decrease up to certain values of the shear rate and then increase with increase in shear parameter. The root-mean-square values of lift coefficient show a similar behavior. The Strouhal number decreases uniformly with increase in shear parameter. At higher shear rates, the von Kármán vortex street comprising alternating vortices breaks, and the far wake shows mainly clockwise vortices.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Inlet Shear on Structure of Wake behind a Square Cylinder
    typeJournal Paper
    journal volume125
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:3(359)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 003
    contenttypeFulltext
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