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    Flow and Bed Topography in Alluvial Channel Bend

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author:
    A. Jacob Odgaard
    DOI: 10.1061/(ASCE)0733-9429(1984)110:4(521)
    Publisher: American Society of Civil Engineers
    Abstract: TWO recently developed analytical approaches to a description of the fully developed flow and bed topography in alluvial channel bends are extended to include a description of the development of the flow and bed topography in the initial portion of bends. The approaches have been verified by tests in a laboratory‐channel bend. The results of the study show that the bed topography develops and decays over a much shorter distance than does the velocity profile. The eccentricity of the centers of volume flux appears to oscillate along the channel with a period that is comparable to that predicted by a meander theory. The analyses are limited to the central portion of the channel cross section, where bank effects are negligible.
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      Flow and Bed Topography in Alluvial Channel Bend

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    contributor authorA. Jacob Odgaard
    date accessioned2017-05-08T20:38:56Z
    date available2017-05-08T20:38:56Z
    date copyrightApril 1984
    date issued1984
    identifier other%28asce%290733-9429%281984%29110%3A4%28521%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22313
    description abstractTWO recently developed analytical approaches to a description of the fully developed flow and bed topography in alluvial channel bends are extended to include a description of the development of the flow and bed topography in the initial portion of bends. The approaches have been verified by tests in a laboratory‐channel bend. The results of the study show that the bed topography develops and decays over a much shorter distance than does the velocity profile. The eccentricity of the centers of volume flux appears to oscillate along the channel with a period that is comparable to that predicted by a meander theory. The analyses are limited to the central portion of the channel cross section, where bank effects are negligible.
    publisherAmerican Society of Civil Engineers
    titleFlow and Bed Topography in Alluvial Channel Bend
    typeJournal Paper
    journal volume110
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1984)110:4(521)
    treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    contenttypeFulltext
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