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

    Implicit TVDLF Methods for Diffusion and Kinematic Flows

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 009
    Author:
    A. M. Wasantha Lal
    ,
    Gabor Toth
    DOI: 10.1061/(ASCE)HY.1943-7900.0000749
    Publisher: American Society of Civil Engineers
    Abstract: Diffusion-wave and kinematic-wave approximations of the St. Venant equations are commonly used in physically based, regional hydrologic models because they have high computational efficiency and use fewer equations. Increasingly, models based on these equations are being applied to cover larger areas of land with different surface and groundwater regimes and complicated topography. Existing numerical methods are not well suited for multiyear simulation of detailed flow behavior unless they can be run efficiently with large time steps and control numerical error. A numerical method also should be able to solve both diffusive and kinematic wave models. A total variation diminishing Lax-Friedrichs type method (TVDLF) that is stable and accurate with both diffusive- and kinematic-wave models and large time steps is presented as a means to address this problem. It uses a linearized conservative implicit formulation that makes it possible to avoid nonlinear iterations. The numerical method was tested successfully using steady flow profiles, analytical solutions for wave propagation, and observed data from a field experiment in a mountain stream of Sri Lanka. A grid convergence test and an error analysis are carried out to determine how the model errors of the numerical schemes behave with the discretization.
    • Download: (1.257Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Implicit TVDLF Methods for Diffusion and Kinematic Flows

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/64616
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorA. M. Wasantha Lal
    contributor authorGabor Toth
    date accessioned2017-05-08T21:51:47Z
    date available2017-05-08T21:51:47Z
    date copyrightSeptember 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000779.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64616
    description abstractDiffusion-wave and kinematic-wave approximations of the St. Venant equations are commonly used in physically based, regional hydrologic models because they have high computational efficiency and use fewer equations. Increasingly, models based on these equations are being applied to cover larger areas of land with different surface and groundwater regimes and complicated topography. Existing numerical methods are not well suited for multiyear simulation of detailed flow behavior unless they can be run efficiently with large time steps and control numerical error. A numerical method also should be able to solve both diffusive and kinematic wave models. A total variation diminishing Lax-Friedrichs type method (TVDLF) that is stable and accurate with both diffusive- and kinematic-wave models and large time steps is presented as a means to address this problem. It uses a linearized conservative implicit formulation that makes it possible to avoid nonlinear iterations. The numerical method was tested successfully using steady flow profiles, analytical solutions for wave propagation, and observed data from a field experiment in a mountain stream of Sri Lanka. A grid convergence test and an error analysis are carried out to determine how the model errors of the numerical schemes behave with the discretization.
    publisherAmerican Society of Civil Engineers
    titleImplicit TVDLF Methods for Diffusion and Kinematic Flows
    typeJournal Paper
    journal volume139
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000749
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 009
    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