YaBeSH Engineering and Technology Library

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

    Lagrangian Simulation of One-Dimensional Dam-Break Flow

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author:
    Zhilian Wang
    ,
    Hung Tao Shen
    DOI: 10.1061/(ASCE)0733-9429(1999)125:11(1217)
    Publisher: American Society of Civil Engineers
    Abstract: The note demonstrates the application of a pure Lagrangian numerical method to dam-break flows by solving the St. Venant equations. The method is developed based on the smoothed particle hydrodynamics. It is easy to apply and is shown to be capable of providing accurate simulations for mixed flow regimes with strong shocks.
    • Download: (75.59Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Lagrangian Simulation of One-Dimensional Dam-Break Flow

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/24750
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorZhilian Wang
    contributor authorHung Tao Shen
    date accessioned2017-05-08T20:43:21Z
    date available2017-05-08T20:43:21Z
    date copyrightNovember 1999
    date issued1999
    identifier other%28asce%290733-9429%281999%29125%3A11%281217%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24750
    description abstractThe note demonstrates the application of a pure Lagrangian numerical method to dam-break flows by solving the St. Venant equations. The method is developed based on the smoothed particle hydrodynamics. It is easy to apply and is shown to be capable of providing accurate simulations for mixed flow regimes with strong shocks.
    publisherAmerican Society of Civil Engineers
    titleLagrangian Simulation of One-Dimensional Dam-Break Flow
    typeJournal Paper
    journal volume125
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1999)125:11(1217)
    treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 011
    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