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    Free‐Surface Flow Produced by Accelerating Vertical Cylinder

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 007
    Author:
    Keh‐Han Wang
    ,
    Allen T. Chwang
    DOI: 10.1061/(ASCE)0733-9399(1989)115:7(1559)
    Publisher: American Society of Civil Engineers
    Abstract: A series of experiments has been carried out to study the flow around an impulsively accelerating vertical cylinder in an open channel with constant water depth. The impulsive motion of the vertical cylinder is set off by suddenly dropping a bucket of sand which pulls the cylinder through a connecting steel wire in a pulley system. Measurements of the free‐surface elevation have been made by means of a capacitance wave gauge. Experimental results are compared with the theoretical predictions of Wang and Chwang (1984, 1989) based on the nonlinear potential‐flow theory. A quarter‐plane free‐surface survey in front of the vertical cylinder has been made at a fixed value of the nondimensional time parameter 6. The agreement between the theoretically predicted values of the free‐surface elevation and the experimantally measured ones is fairly good, particularly at a distance of at least one half radius away from the cylinder surface. The pressure distribution on the cylinder surface is measured with a pressure transducer mounted on it at one quarter, one half, and three quarters of the water depth. The experimental results are in good agreement with theoretical ones when
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      Free‐Surface Flow Produced by Accelerating Vertical Cylinder

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80586
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    contributor authorKeh‐Han Wang
    contributor authorAllen T. Chwang
    date accessioned2017-05-08T22:26:04Z
    date available2017-05-08T22:26:04Z
    date copyrightJuly 1989
    date issued1989
    identifier other%28asce%290733-9399%281989%29115%3A7%281559%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80586
    description abstractA series of experiments has been carried out to study the flow around an impulsively accelerating vertical cylinder in an open channel with constant water depth. The impulsive motion of the vertical cylinder is set off by suddenly dropping a bucket of sand which pulls the cylinder through a connecting steel wire in a pulley system. Measurements of the free‐surface elevation have been made by means of a capacitance wave gauge. Experimental results are compared with the theoretical predictions of Wang and Chwang (1984, 1989) based on the nonlinear potential‐flow theory. A quarter‐plane free‐surface survey in front of the vertical cylinder has been made at a fixed value of the nondimensional time parameter 6. The agreement between the theoretically predicted values of the free‐surface elevation and the experimantally measured ones is fairly good, particularly at a distance of at least one half radius away from the cylinder surface. The pressure distribution on the cylinder surface is measured with a pressure transducer mounted on it at one quarter, one half, and three quarters of the water depth. The experimental results are in good agreement with theoretical ones when
    publisherAmerican Society of Civil Engineers
    titleFree‐Surface Flow Produced by Accelerating Vertical Cylinder
    typeJournal Paper
    journal volume115
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1989)115:7(1559)
    treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 007
    contenttypeFulltext
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