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    Wave Forces on an Array of Vertical Cylinders

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 003
    Author:
    Shohachi Kakuno
    ,
    Yoshihiro Nakata
    ,
    Philip L.-F. Liu
    DOI: 10.1061/(ASCE)0733-950X(1996)122:3(147)
    Publisher: American Society of Civil Engineers
    Abstract: Based on Kakuno and Liu's perturbation theory, the formula for wave forces acting on an array of vertical cylinders is derived. The perturbation approach is based on the small amplitude and simple harmonic wave theory. Furthermore, the distance between two adjacent cylinders is assumed to be smaller than the wave length of incident waves so that flow separations and energy dissipation are confined with the neighborhood of cylinders. The wave forces are calculated from the pressure differences in front and behind the array. Laboratory experiments are performed by using square cylinders. Theoretical results agree with the experimental data very well over a range of water depths.
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      Wave Forces on an Array of Vertical Cylinders

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41144
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorShohachi Kakuno
    contributor authorYoshihiro Nakata
    contributor authorPhilip L.-F. Liu
    date accessioned2017-05-08T21:09:57Z
    date available2017-05-08T21:09:57Z
    date copyrightMay 1996
    date issued1996
    identifier other%28asce%290733-950x%281996%29122%3A3%28147%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41144
    description abstractBased on Kakuno and Liu's perturbation theory, the formula for wave forces acting on an array of vertical cylinders is derived. The perturbation approach is based on the small amplitude and simple harmonic wave theory. Furthermore, the distance between two adjacent cylinders is assumed to be smaller than the wave length of incident waves so that flow separations and energy dissipation are confined with the neighborhood of cylinders. The wave forces are calculated from the pressure differences in front and behind the array. Laboratory experiments are performed by using square cylinders. Theoretical results agree with the experimental data very well over a range of water depths.
    publisherAmerican Society of Civil Engineers
    titleWave Forces on an Array of Vertical Cylinders
    typeJournal Paper
    journal volume122
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1996)122:3(147)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 003
    contenttypeFulltext
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