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    Redistribution of Velocity and Bed-Shear Stress in Straight and Curved Open Channels by Means of a Bubble Screen: Laboratory Experiments

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author:
    K. Blanckaert
    ,
    F. A. Buschman
    ,
    R. Schielen
    ,
    J. H. Wijbenga
    DOI: 10.1061/(ASCE)0733-9429(2008)134:2(184)
    Publisher: American Society of Civil Engineers
    Abstract: Open-channel beds show variations in the transverse direction due to the interaction between downstream flow, cross-stream flow, and bed topography, which may reduce the navigable width or endanger the foundations of structures. The reported preliminary laboratory study shows that a bubble screen can generate cross-stream circulation that redistributes velocities and hence, would modify the topography. In straight flow, the bubble-generated cross-stream circulation cell covers a spanwise extent of about four times the water depth and has maximum transverse velocities of about
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      Redistribution of Velocity and Bed-Shear Stress in Straight and Curved Open Channels by Means of a Bubble Screen: Laboratory Experiments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26440
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    contributor authorK. Blanckaert
    contributor authorF. A. Buschman
    contributor authorR. Schielen
    contributor authorJ. H. Wijbenga
    date accessioned2017-05-08T20:46:00Z
    date available2017-05-08T20:46:00Z
    date copyrightFebruary 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A2%28184%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26440
    description abstractOpen-channel beds show variations in the transverse direction due to the interaction between downstream flow, cross-stream flow, and bed topography, which may reduce the navigable width or endanger the foundations of structures. The reported preliminary laboratory study shows that a bubble screen can generate cross-stream circulation that redistributes velocities and hence, would modify the topography. In straight flow, the bubble-generated cross-stream circulation cell covers a spanwise extent of about four times the water depth and has maximum transverse velocities of about
    publisherAmerican Society of Civil Engineers
    titleRedistribution of Velocity and Bed-Shear Stress in Straight and Curved Open Channels by Means of a Bubble Screen: Laboratory Experiments
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:2(184)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    contenttypeFulltext
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