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    Bedload Transport in Alluvial Channels

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 010
    Author:
    Miguel Bravo-Espinosa
    ,
    W. R. Osterkamp
    ,
    Vicente L. Lopes
    DOI: 10.1061/(ASCE)0733-9429(2003)129:10(783)
    Publisher: American Society of Civil Engineers
    Abstract: Hydraulic, sediment, land-use, and rock-erosivity data of 22 alluvial streams were used to evaluate conditions of bedload transport and the performance of selected bedload-transport equations. Transport categories of transport-limited (TL), partially transport-limited (PTL), and supply-limited (SL) were identified by a semiquantitative approach that considers hydraulic constraints on sediment movement and the processes that control sediment availability at the basin scale. Equations by Parker et al. in 1982, Schoklitsch in 1962, and Meyer-Peter and Muller in 1948 adequately predicted sediment transport in channels with TL condition, whereas the equations of Bagnold in 1980, and Schoklitsch, in 1962, performed well for PTL and SL conditions. Overall, the equation of Schoklitsch predicted well the measured bedload data for eight of 22 streams, and the Bagnold equation predicted the measured data in seven streams.
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      Bedload Transport in Alluvial Channels

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/25460
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    contributor authorMiguel Bravo-Espinosa
    contributor authorW. R. Osterkamp
    contributor authorVicente L. Lopes
    date accessioned2017-05-08T20:44:26Z
    date available2017-05-08T20:44:26Z
    date copyrightOctober 2003
    date issued2003
    identifier other%28asce%290733-9429%282003%29129%3A10%28783%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25460
    description abstractHydraulic, sediment, land-use, and rock-erosivity data of 22 alluvial streams were used to evaluate conditions of bedload transport and the performance of selected bedload-transport equations. Transport categories of transport-limited (TL), partially transport-limited (PTL), and supply-limited (SL) were identified by a semiquantitative approach that considers hydraulic constraints on sediment movement and the processes that control sediment availability at the basin scale. Equations by Parker et al. in 1982, Schoklitsch in 1962, and Meyer-Peter and Muller in 1948 adequately predicted sediment transport in channels with TL condition, whereas the equations of Bagnold in 1980, and Schoklitsch, in 1962, performed well for PTL and SL conditions. Overall, the equation of Schoklitsch predicted well the measured bedload data for eight of 22 streams, and the Bagnold equation predicted the measured data in seven streams.
    publisherAmerican Society of Civil Engineers
    titleBedload Transport in Alluvial Channels
    typeJournal Paper
    journal volume129
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2003)129:10(783)
    treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 010
    contenttypeFulltext
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