YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Waterway, Port, Coastal, and Ocean Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Waterway, Port, Coastal, and Ocean Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Transformation of Significant Wave Heights

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author:
    Steven A. Hughes
    ,
    Herman C. Miller
    DOI: 10.1061/(ASCE)0733-950X(1987)113:6(588)
    Publisher: American Society of Civil Engineers
    Abstract: A formula for transforming significant wave heights of wind seas between locations of differing depths is developed from the concept of the equilibrium range in the spectrum. The transformation is assumed valid for single‐peaked equilibrium wind seas which do not contain swell components. The method does not account for the effects of refraction, diffraction, or situations which may be fetch‐ or duration‐limited, therefore the method should not be applied when these effects may be dominant. The transformation is tested using 198 data pairs which seemed to fit the necessary criteria. The significant wave height at the shallower gage (8 m depth) was predicted using the measured significant wave height at the deeper gage (18 m depth). Comparisons between predicted and measured significant wave heights indicate that the wind sea transformation generally performs better than unrefracted shoaling of significant wave height using linear theory, but that underprediction occurs at longer wave periods.
    • Download: (888.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Transformation of Significant Wave Heights

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40626
    Collections
    • Journal of Waterway, Port, Coastal, and Ocean Engineering

    Show full item record

    contributor authorSteven A. Hughes
    contributor authorHerman C. Miller
    date accessioned2017-05-08T21:09:08Z
    date available2017-05-08T21:09:08Z
    date copyrightNovember 1987
    date issued1987
    identifier other%28asce%290733-950x%281987%29113%3A6%28588%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40626
    description abstractA formula for transforming significant wave heights of wind seas between locations of differing depths is developed from the concept of the equilibrium range in the spectrum. The transformation is assumed valid for single‐peaked equilibrium wind seas which do not contain swell components. The method does not account for the effects of refraction, diffraction, or situations which may be fetch‐ or duration‐limited, therefore the method should not be applied when these effects may be dominant. The transformation is tested using 198 data pairs which seemed to fit the necessary criteria. The significant wave height at the shallower gage (8 m depth) was predicted using the measured significant wave height at the deeper gage (18 m depth). Comparisons between predicted and measured significant wave heights indicate that the wind sea transformation generally performs better than unrefracted shoaling of significant wave height using linear theory, but that underprediction occurs at longer wave periods.
    publisherAmerican Society of Civil Engineers
    titleTransformation of Significant Wave Heights
    typeJournal Paper
    journal volume113
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1987)113:6(588)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 006
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    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