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

    Shoaling of Solitary Waves on Plane Beaches

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author:
    S. T. Grilli
    ,
    R. Subramanya
    ,
    I. A. Svendsen
    ,
    J. Veeramony
    DOI: 10.1061/(ASCE)0733-950X(1994)120:6(609)
    Publisher: American Society of Civil Engineers
    Abstract: Shoaling of solitary waves on both gentle (1:35) and steeper slopes (≤1:6.50) is analyzed up to breaking using both a fully nonlinear wave model and high‐accuracy laboratory experiments. For the mildest slope, close agreement is obtained between both approaches up to breaking, where waves become very asymmetric and breaking indices reach almost twice the value for the largest stable symmetric wave. Bottom friction does not seem to affect the results at all. Wave celerity decreases during shoaling and slightly increases before breaking. At breaking, the crest particle velocity is almost horizontal and reaches 90% of the crest celerity, which is two to three times larger than the bottom velocity. The nonlinear shallow water (NSW) equations and the Boussinesq approximation both fail to predict these results. Finally, shoaling rates for various wave heights and bottom slopes differ from the predictions of Green's or Boussinesq shoaling laws. On the mildest slope, shoaling rates roughly follow a “two‐zone” model proposed earlier but on steeper slopes reflection becomes significant and wave heights change little during shoaling.
    • Download: (1.162Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Shoaling of Solitary Waves on Plane Beaches

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41071
    Collections
    • Journal of Waterway, Port, Coastal, and Ocean Engineering

    Show full item record

    contributor authorS. T. Grilli
    contributor authorR. Subramanya
    contributor authorI. A. Svendsen
    contributor authorJ. Veeramony
    date accessioned2017-05-08T21:09:49Z
    date available2017-05-08T21:09:49Z
    date copyrightNovember 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A6%28609%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41071
    description abstractShoaling of solitary waves on both gentle (1:35) and steeper slopes (≤1:6.50) is analyzed up to breaking using both a fully nonlinear wave model and high‐accuracy laboratory experiments. For the mildest slope, close agreement is obtained between both approaches up to breaking, where waves become very asymmetric and breaking indices reach almost twice the value for the largest stable symmetric wave. Bottom friction does not seem to affect the results at all. Wave celerity decreases during shoaling and slightly increases before breaking. At breaking, the crest particle velocity is almost horizontal and reaches 90% of the crest celerity, which is two to three times larger than the bottom velocity. The nonlinear shallow water (NSW) equations and the Boussinesq approximation both fail to predict these results. Finally, shoaling rates for various wave heights and bottom slopes differ from the predictions of Green's or Boussinesq shoaling laws. On the mildest slope, shoaling rates roughly follow a “two‐zone” model proposed earlier but on steeper slopes reflection becomes significant and wave heights change little during shoaling.
    publisherAmerican Society of Civil Engineers
    titleShoaling of Solitary Waves on Plane Beaches
    typeJournal Paper
    journal volume120
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:6(609)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;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