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    Confinement and Bed‐Friction Effects in Shallow Turbulent Mixing Layers

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 010
    Author:
    Vincent H. Chu
    ,
    Sofia Babarutsi
    DOI: 10.1061/(ASCE)0733-9429(1988)114:10(1257)
    Publisher: American Society of Civil Engineers
    Abstract: The transverse development of the turbulent mixing layers in an open channel flow of shallow water depth was investigated experimentally to study the confinement and bed‐friction effects. Mean and r.m.s. velocity profiles were obtained, using a hot‐film anemometer, at a number of cross sections downstream of a splitter plate between two streams of different velocities. In the confinement between the free surface and the channel bed, the transverse spreading rate of the shallow mixing layer was initially twice as large as the nominal rate for the free mixing layer. The spreading rate reduces with distance from the splitter plate under the stabilizing influence of bed‐friction, and diminishes to zero in the far field region when the bed‐friction number exceeds a critical value of about 0.09.
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      Confinement and Bed‐Friction Effects in Shallow Turbulent Mixing Layers

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    contributor authorVincent H. Chu
    contributor authorSofia Babarutsi
    date accessioned2017-05-08T20:40:04Z
    date available2017-05-08T20:40:04Z
    date copyrightOctober 1988
    date issued1988
    identifier other%28asce%290733-9429%281988%29114%3A10%281257%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22921
    description abstractThe transverse development of the turbulent mixing layers in an open channel flow of shallow water depth was investigated experimentally to study the confinement and bed‐friction effects. Mean and r.m.s. velocity profiles were obtained, using a hot‐film anemometer, at a number of cross sections downstream of a splitter plate between two streams of different velocities. In the confinement between the free surface and the channel bed, the transverse spreading rate of the shallow mixing layer was initially twice as large as the nominal rate for the free mixing layer. The spreading rate reduces with distance from the splitter plate under the stabilizing influence of bed‐friction, and diminishes to zero in the far field region when the bed‐friction number exceeds a critical value of about 0.09.
    publisherAmerican Society of Civil Engineers
    titleConfinement and Bed‐Friction Effects in Shallow Turbulent Mixing Layers
    typeJournal Paper
    journal volume114
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1988)114:10(1257)
    treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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