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    Breaking Wave Forces on Tripod Concrete Structure on Shoal

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author:
    A. G. Hanssen
    ,
    A. Tørum
    DOI: 10.1061/(ASCE)0733-950X(1999)125:6(304)
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study has been carried out on the forces from breaking waves on a tripod structure located on a shoal. The main purpose was to investigate both horizontal and vertical forces as well as overturning moments due to waves acting on the tripod. In addition, horizontal water particle velocities and crest elevations directly over the shoal have been measured. Nondimensional relations between the maximum depth average particle velocities over the shoal, the wave height, wave period, water depth, and wave crest elevation have been obtained. Further nondimensional relations between the wave crest elevation, wave height, wave period, and water depth have also been obtained. Finally, a simple wave force calculation method was developed that may be used to obtain wave forces on similar structures on other shoals that do not deviate significantly from the conditions used during the present tests.
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      Breaking Wave Forces on Tripod Concrete Structure on Shoal

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41315
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorA. G. Hanssen
    contributor authorA. Tørum
    date accessioned2017-05-08T21:10:14Z
    date available2017-05-08T21:10:14Z
    date copyrightNovember 1999
    date issued1999
    identifier other%28asce%290733-950x%281999%29125%3A6%28304%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41315
    description abstractAn experimental study has been carried out on the forces from breaking waves on a tripod structure located on a shoal. The main purpose was to investigate both horizontal and vertical forces as well as overturning moments due to waves acting on the tripod. In addition, horizontal water particle velocities and crest elevations directly over the shoal have been measured. Nondimensional relations between the maximum depth average particle velocities over the shoal, the wave height, wave period, water depth, and wave crest elevation have been obtained. Further nondimensional relations between the wave crest elevation, wave height, wave period, and water depth have also been obtained. Finally, a simple wave force calculation method was developed that may be used to obtain wave forces on similar structures on other shoals that do not deviate significantly from the conditions used during the present tests.
    publisherAmerican Society of Civil Engineers
    titleBreaking Wave Forces on Tripod Concrete Structure on Shoal
    typeJournal Paper
    journal volume125
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1999)125:6(304)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 006
    contenttypeFulltext
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