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

    Distributions of Wave Steepness and Surf Parameter

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author:
    M. Aziz Tayfun
    DOI: 10.1061/(ASCE)0733-950X(2006)132:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: Predictions of wave action on slopes, and various wave- and depth-induced processes in the surf zone rely on two principal parameters: Wave steepness and surf parameter. For irregular waves, the theoretical distributions of these parameters are not known. Some studies suggest that wave steepness is described well by the Weibull and lognormal probability distributions. These distributions and thus their predictive utility depend on two key statistics, namely the mean and root-mean-square values of wave steepness. This study develops approximate theoretical forms of these statistics for narrow-band long-crested waves. For waves with steepness less than a Miche–Stokes type upper limit, comparisons with measurements from two severe storms show that the theoretical forms so derived and the resulting lognormal law in particular describes empirical data well. These results then permit the distribution of surf parameter to be approximated in a lognormal form also. Consequently, the nature and implications of such an approximation, resulting statistics and their plausible applications to breaker heights and types on slopes are explored.
    • Download: (192.1Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Distributions of Wave Steepness and Surf Parameter

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41590
    Collections
    • Journal of Waterway, Port, Coastal, and Ocean Engineering

    Show full item record

    contributor authorM. Aziz Tayfun
    date accessioned2017-05-08T21:10:37Z
    date available2017-05-08T21:10:37Z
    date copyrightJanuary 2006
    date issued2006
    identifier other%28asce%290733-950x%282006%29132%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41590
    description abstractPredictions of wave action on slopes, and various wave- and depth-induced processes in the surf zone rely on two principal parameters: Wave steepness and surf parameter. For irregular waves, the theoretical distributions of these parameters are not known. Some studies suggest that wave steepness is described well by the Weibull and lognormal probability distributions. These distributions and thus their predictive utility depend on two key statistics, namely the mean and root-mean-square values of wave steepness. This study develops approximate theoretical forms of these statistics for narrow-band long-crested waves. For waves with steepness less than a Miche–Stokes type upper limit, comparisons with measurements from two severe storms show that the theoretical forms so derived and the resulting lognormal law in particular describes empirical data well. These results then permit the distribution of surf parameter to be approximated in a lognormal form also. Consequently, the nature and implications of such an approximation, resulting statistics and their plausible applications to breaker heights and types on slopes are explored.
    publisherAmerican Society of Civil Engineers
    titleDistributions of Wave Steepness and Surf Parameter
    typeJournal Paper
    journal volume132
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2006)132:1(1)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 001
    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