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    Modeling the Spatial Evolution of Roll Waves with Diffusive Saint Venant Equations

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author:
    Ziyi Huang
    ,
    Jiin-Jen Lee
    DOI: 10.1061/(ASCE)HY.1943-7900.0000959
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, modeling the spatial evolution of roll waves with diffusive Saint Venant equations is examined. A momentum diffusion term is added to the equations to describe turbulent normal stress occurring in extremely nonuniform roll waves. Roll-wave flows with the same hydraulic conditions as in Brock’s experiment are simulated so as to obtain time-averaged wave crest and trough depths. The magnitude of the diffusion effect is found to have significant influence on the spatial growth rate of the wave amplitude. Simulated wave crest and trough depths along the channel agree with experimental data only when the proper turbulent viscosity value is selected. This study indicates that the nondiffusive Saint Venant equations are unable to describe roll-wave flows because the wave amplitude is largely overestimated. The Saint Venant–type model should incorporate comprehensive turbulent stresses and appropriate closure approaches for predicting the spatial evolution of roll waves.
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      Modeling the Spatial Evolution of Roll Waves with Diffusive Saint Venant Equations

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    contributor authorZiyi Huang
    contributor authorJiin-Jen Lee
    date accessioned2017-05-08T22:10:57Z
    date available2017-05-08T22:10:57Z
    date copyrightFebruary 2015
    date issued2015
    identifier other37425459.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72983
    description abstractIn this paper, modeling the spatial evolution of roll waves with diffusive Saint Venant equations is examined. A momentum diffusion term is added to the equations to describe turbulent normal stress occurring in extremely nonuniform roll waves. Roll-wave flows with the same hydraulic conditions as in Brock’s experiment are simulated so as to obtain time-averaged wave crest and trough depths. The magnitude of the diffusion effect is found to have significant influence on the spatial growth rate of the wave amplitude. Simulated wave crest and trough depths along the channel agree with experimental data only when the proper turbulent viscosity value is selected. This study indicates that the nondiffusive Saint Venant equations are unable to describe roll-wave flows because the wave amplitude is largely overestimated. The Saint Venant–type model should incorporate comprehensive turbulent stresses and appropriate closure approaches for predicting the spatial evolution of roll waves.
    publisherAmerican Society of Civil Engineers
    titleModeling the Spatial Evolution of Roll Waves with Diffusive Saint Venant Equations
    typeJournal Paper
    journal volume141
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000959
    treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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