YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Engineering Mechanics
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Engineering Mechanics
    • 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

    Wave Motion through Porous Structures

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 005
    Author:
    Xiping Yu
    ,
    Allen T. Chwang
    DOI: 10.1061/(ASCE)0733-9399(1994)120:5(989)
    Publisher: American Society of Civil Engineers
    Abstract: Linear potential theory is applied to the analysis of wave motion through a two‐layer porous structure. For special cases, the characteristics of waves in nondissipative, weakly, as well as strongly, dissipative media and their relations with the inertial and resistive properties of the media are explored. It is noted that in a nondissipative medium, the wave components are either nonpropagative or nondecaying. In a dissipative medium, however, they are always propagative and decaying as well. The reflection, transmission, and dissipation of monochromatic incident waves by a rectangular block, with typical dissipative characteristics and various thickness as well as submergence of its crest, are studied by the method of matched velocity potentials. It is found that there is an optimum thickness for a porous structure beyond which any further increase of the thickness may not lead to an appreciable improvement of its functional performance in reducing the transmission and reflection. It is also discovered that a medium of moderate permeability may be favorable in the design of a wide‐crested breakwater if the wave heights on both front and lee sides of the structure are required to be controlled.
    • Download: (818.1Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Wave Motion through Porous Structures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/84069
    Collections
    • Journal of Engineering Mechanics

    Show full item record

    contributor authorXiping Yu
    contributor authorAllen T. Chwang
    date accessioned2017-05-08T22:37:16Z
    date available2017-05-08T22:37:16Z
    date copyrightMay 1994
    date issued1994
    identifier other%28asce%290733-9399%281994%29120%3A5%28989%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84069
    description abstractLinear potential theory is applied to the analysis of wave motion through a two‐layer porous structure. For special cases, the characteristics of waves in nondissipative, weakly, as well as strongly, dissipative media and their relations with the inertial and resistive properties of the media are explored. It is noted that in a nondissipative medium, the wave components are either nonpropagative or nondecaying. In a dissipative medium, however, they are always propagative and decaying as well. The reflection, transmission, and dissipation of monochromatic incident waves by a rectangular block, with typical dissipative characteristics and various thickness as well as submergence of its crest, are studied by the method of matched velocity potentials. It is found that there is an optimum thickness for a porous structure beyond which any further increase of the thickness may not lead to an appreciable improvement of its functional performance in reducing the transmission and reflection. It is also discovered that a medium of moderate permeability may be favorable in the design of a wide‐crested breakwater if the wave heights on both front and lee sides of the structure are required to be controlled.
    publisherAmerican Society of Civil Engineers
    titleWave Motion through Porous Structures
    typeJournal Paper
    journal volume120
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1994)120:5(989)
    treeJournal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 005
    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