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    Investigation of Dam-Break Flow Over Abruptly Contracting Channel With Trapezoidal-Shaped Lateral Obstacles

    Source: Journal of Fluids Engineering:;2012:;volume( 134 ):;issue: 008::page 81204
    Author:
    Hatice Ozmen-Cagatay
    ,
    Selahattin Kocaman
    DOI: 10.1115/1.4007154
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present paper aims to investigate the dam-break flow over dry channel with an abrupt contracting part in certain downstream section. A new experiment was carried out in a smooth-prismatic channel with rectangular cross section and horizontal bed. A digital imaging technique was adopted for flow measurement and thus flood wave propagation was sensitively obtained. Synchronous filmed images of the dam-break flow were nonintrusively acquired with three cameras, through glass sidewalls of the channel. Free surface profiles and time evolution of water levels were derived directly from the recorded video images using virtual wave probe without disturbing the flow. Furthermore, the present study highlights the formation and propagation of the negative bore due to abruptly contracting channel. The measured results were compared with the numerical solution of Reynolds averaged Navier–Stokes (RANS) equations with k-ε turbulence model and good agreement was achieved. New experimental data can be useful for scientific community to validate numerical models.
    keyword(s): Flow (Dynamics) , Channels (Hydraulic engineering) , Dams , Turbulence , Computer simulation , Waves , Water , Floods , Probes , Imaging AND Reynolds-averaged Navier–Stokes equations ,
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      Investigation of Dam-Break Flow Over Abruptly Contracting Channel With Trapezoidal-Shaped Lateral Obstacles

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/149097
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    contributor authorHatice Ozmen-Cagatay
    contributor authorSelahattin Kocaman
    date accessioned2017-05-09T00:51:12Z
    date available2017-05-09T00:51:12Z
    date copyrightAugust, 2012
    date issued2012
    identifier issn0098-2202
    identifier otherJFEGA4-926052#081204_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/149097
    description abstractThe present paper aims to investigate the dam-break flow over dry channel with an abrupt contracting part in certain downstream section. A new experiment was carried out in a smooth-prismatic channel with rectangular cross section and horizontal bed. A digital imaging technique was adopted for flow measurement and thus flood wave propagation was sensitively obtained. Synchronous filmed images of the dam-break flow were nonintrusively acquired with three cameras, through glass sidewalls of the channel. Free surface profiles and time evolution of water levels were derived directly from the recorded video images using virtual wave probe without disturbing the flow. Furthermore, the present study highlights the formation and propagation of the negative bore due to abruptly contracting channel. The measured results were compared with the numerical solution of Reynolds averaged Navier–Stokes (RANS) equations with k-ε turbulence model and good agreement was achieved. New experimental data can be useful for scientific community to validate numerical models.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleInvestigation of Dam-Break Flow Over Abruptly Contracting Channel With Trapezoidal-Shaped Lateral Obstacles
    typeJournal Paper
    journal volume134
    journal issue8
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.4007154
    journal fristpage81204
    identifier eissn1528-901X
    keywordsFlow (Dynamics)
    keywordsChannels (Hydraulic engineering)
    keywordsDams
    keywordsTurbulence
    keywordsComputer simulation
    keywordsWaves
    keywordsWater
    keywordsFloods
    keywordsProbes
    keywordsImaging AND Reynolds-averaged Navier–Stokes equations
    treeJournal of Fluids Engineering:;2012:;volume( 134 ):;issue: 008
    contenttypeFulltext
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