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

    Breakwater Armor Damage due to Wave Groups

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author:
    Josep R. Medina
    ,
    Robert T. Hudspeth
    ,
    Claudio Fassardi
    DOI: 10.1061/(ASCE)0733-950X(1994)120:2(179)
    Publisher: American Society of Civil Engineers
    Abstract: The effects of wave groups on damage to the armor layer for nonovertopped, rubble mound breakwaters were analyzed by a large‐scale experiment. Two independent wave grouping parameters were evaluated in the experiment: (1) The mean run length correlated with the spectral peakedness parameter
    • Download: (1.132Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Breakwater Armor Damage due to Wave Groups

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41042
    Collections
    • Journal of Waterway, Port, Coastal, and Ocean Engineering

    Show full item record

    contributor authorJosep R. Medina
    contributor authorRobert T. Hudspeth
    contributor authorClaudio Fassardi
    date accessioned2017-05-08T21:09:46Z
    date available2017-05-08T21:09:46Z
    date copyrightMarch 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A2%28179%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41042
    description abstractThe effects of wave groups on damage to the armor layer for nonovertopped, rubble mound breakwaters were analyzed by a large‐scale experiment. Two independent wave grouping parameters were evaluated in the experiment: (1) The mean run length correlated with the spectral peakedness parameter
    publisherAmerican Society of Civil Engineers
    titleBreakwater Armor Damage due to Wave Groups
    typeJournal Paper
    journal volume120
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:2(179)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 002
    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