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    Turbulence and Vorticity in a Laboratory Channel Bend at Equilibrium Clear-Water Scour with and without Stream Barbs

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 003
    Author:
    E. C. Jamieson
    ,
    C. D. Rennie
    ,
    R. D. Townsend
    DOI: 10.1061/(ASCE)HY.1943-7900.0000673
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory flume experiments were conducted to study the flow field and sediment dynamics in a mobile-bed channel bend with and without the presence of stream barbs (upstream-angled submerged groynes). This paper presents spatial distributions of the vorticity field and the turbulent Reynolds shear stresses, kinetic energy, and integral scales. The objectives of the present paper were to (1) advance understanding of the role that vorticity and turbulence play in the erosion process in channel bends with and without barbs, and (2) optimize barb design for reducing erosion along the outer bank regions of channel bends through consideration of flow-field turbulence and vorticity. Results indicate that (1) increased
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      Turbulence and Vorticity in a Laboratory Channel Bend at Equilibrium Clear-Water Scour with and without Stream Barbs

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    contributor authorE. C. Jamieson
    contributor authorC. D. Rennie
    contributor authorR. D. Townsend
    date accessioned2017-05-08T21:51:37Z
    date available2017-05-08T21:51:37Z
    date copyrightMarch 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000699.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64535
    description abstractLaboratory flume experiments were conducted to study the flow field and sediment dynamics in a mobile-bed channel bend with and without the presence of stream barbs (upstream-angled submerged groynes). This paper presents spatial distributions of the vorticity field and the turbulent Reynolds shear stresses, kinetic energy, and integral scales. The objectives of the present paper were to (1) advance understanding of the role that vorticity and turbulence play in the erosion process in channel bends with and without barbs, and (2) optimize barb design for reducing erosion along the outer bank regions of channel bends through consideration of flow-field turbulence and vorticity. Results indicate that (1) increased
    publisherAmerican Society of Civil Engineers
    titleTurbulence and Vorticity in a Laboratory Channel Bend at Equilibrium Clear-Water Scour with and without Stream Barbs
    typeJournal Paper
    journal volume139
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000673
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 003
    contenttypeFulltext
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