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    Analytical Solution of the Classical Dam-Break Problem for the Gravity Wave–Model Equations

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author:
    Ricardo Martins
    ,
    Jorge Leandro
    ,
    Slobodan Djordjević
    DOI: 10.1061/(ASCE)HY.1943-7900.0001121
    Publisher: American Society of Civil Engineers
    Abstract: Saint-Venant Equations (SVE) are often simplified for the sake of practicality, faster computational times, or physical representation. The Gravity Wave Model (GWM), or Local Inertial Equations, is a simplification of the SVE whereby the convective terms are neglected. The aim of this work is to present an analytical solution for the dam-break problem based on the GWM set of equations without source terms using the method of characteristics (MOC) and compare it with the analytical solution of SVE. The formulas for the depth and velocity are derived and explained along with the wave propagation characteristics. Conclusions are drawn about the propagation and analytical solution.
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      Analytical Solution of the Classical Dam-Break Problem for the Gravity Wave–Model Equations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83031
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    contributor authorRicardo Martins
    contributor authorJorge Leandro
    contributor authorSlobodan Djordjević
    date accessioned2017-05-08T22:34:50Z
    date available2017-05-08T22:34:50Z
    date copyrightMay 2016
    date issued2016
    identifier other50655442.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83031
    description abstractSaint-Venant Equations (SVE) are often simplified for the sake of practicality, faster computational times, or physical representation. The Gravity Wave Model (GWM), or Local Inertial Equations, is a simplification of the SVE whereby the convective terms are neglected. The aim of this work is to present an analytical solution for the dam-break problem based on the GWM set of equations without source terms using the method of characteristics (MOC) and compare it with the analytical solution of SVE. The formulas for the depth and velocity are derived and explained along with the wave propagation characteristics. Conclusions are drawn about the propagation and analytical solution.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Solution of the Classical Dam-Break Problem for the Gravity Wave–Model Equations
    typeJournal Paper
    journal volume142
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001121
    treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 005
    contenttypeFulltext
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