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    Water Waves in Harbor Areas: Appreciation of Open Boundary Conditions

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author:
    Philippe Sergent
    ,
    François Ropert
    ,
    Olivier Orcel
    ,
    Menouar Houari
    ,
    Denis Duhamel
    ,
    Gouri Dhatt
    DOI: 10.1061/(ASCE)0733-950X(2002)128:5(184)
    Publisher: American Society of Civil Engineers
    Abstract: Open boundary conditions significantly influence the results of a water wave numerical model based on the mild slope equation. An integral equation is written on an arc of a circle for a harbor area limited by two semi-infinite, fully reflective, straight dikes of any direction. This formulation, providing useful idealized tests for practical use, is compared with parabolic approximations in an analytical test case and for a schematic harbor. Parabolic approximations provide excellent results if the reflected wavefield generated from the exterior dikes is well known.
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      Water Waves in Harbor Areas: Appreciation of Open Boundary Conditions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41445
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorPhilippe Sergent
    contributor authorFrançois Ropert
    contributor authorOlivier Orcel
    contributor authorMenouar Houari
    contributor authorDenis Duhamel
    contributor authorGouri Dhatt
    date accessioned2017-05-08T21:10:23Z
    date available2017-05-08T21:10:23Z
    date copyrightSeptember 2002
    date issued2002
    identifier other%28asce%290733-950x%282002%29128%3A5%28184%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41445
    description abstractOpen boundary conditions significantly influence the results of a water wave numerical model based on the mild slope equation. An integral equation is written on an arc of a circle for a harbor area limited by two semi-infinite, fully reflective, straight dikes of any direction. This formulation, providing useful idealized tests for practical use, is compared with parabolic approximations in an analytical test case and for a schematic harbor. Parabolic approximations provide excellent results if the reflected wavefield generated from the exterior dikes is well known.
    publisherAmerican Society of Civil Engineers
    titleWater Waves in Harbor Areas: Appreciation of Open Boundary Conditions
    typeJournal Paper
    journal volume128
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2002)128:5(184)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2002:;Volume ( 128 ):;issue: 005
    contenttypeFulltext
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    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian