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    Hydraulic Interpretation of Cross-Stream Variations in Bed-Load Transport

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author:
    D. Mark Powell
    ,
    Ian Reid
    ,
    Jonathan B. Laronne
    DOI: 10.1061/(ASCE)0733-9429(1999)125:12(1243)
    Publisher: American Society of Civil Engineers
    Abstract: The hydraulic control of bed-load transport rates in Nahal Yatir and Nahal Eshtemoa, two coarse-grained ephemeral channels in the semiarid northern Negev, Israel, provides a rare opportunity to infer the spanwise variation in bed-shear stress from an analysis of cross-stream variations in bed-load transport rate. Automatic sediment transport monitoring stations were used to obtain synchronous measurements of bed-load discharge at a number of locations across the widths of two straight channel reaches. In both streams, channel-average bed-load fluxes demonstrated a common and well-defined response to changing channel-average shear stress and approximated the transporting capacity of the flow over much of the range of monitored discharges. However, transport rates measured at the channel margins are only half those at the channel centerline, and, at high discharges, a marked asymmetry in the pattern of bed-load transport develops across the central section of the widest channel. This variation in bed-load discharge over the two channel cross sections is thought to reflect lateral variations in shear stress induced by sidewall drag and, more tentatively, the generation and disposition of cellular secondary currents. But no systematic relation is found for the ratios of sediment fluxes at off-center sampling locations and those recorded at the channel center, even though the off-center locations are thought to move into and out of the region affected by sidewall drag as aspect ratio of the flow decreases and increases with changing water-stage. The results suggest that it is difficult to generalize about the changing influence of the sidewall on local shear and bed load as aspect ratio changes during the course of a flood.
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      Hydraulic Interpretation of Cross-Stream Variations in Bed-Load Transport

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    contributor authorD. Mark Powell
    contributor authorIan Reid
    contributor authorJonathan B. Laronne
    date accessioned2017-05-08T20:43:22Z
    date available2017-05-08T20:43:22Z
    date copyrightDecember 1999
    date issued1999
    identifier other%28asce%290733-9429%281999%29125%3A12%281243%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24755
    description abstractThe hydraulic control of bed-load transport rates in Nahal Yatir and Nahal Eshtemoa, two coarse-grained ephemeral channels in the semiarid northern Negev, Israel, provides a rare opportunity to infer the spanwise variation in bed-shear stress from an analysis of cross-stream variations in bed-load transport rate. Automatic sediment transport monitoring stations were used to obtain synchronous measurements of bed-load discharge at a number of locations across the widths of two straight channel reaches. In both streams, channel-average bed-load fluxes demonstrated a common and well-defined response to changing channel-average shear stress and approximated the transporting capacity of the flow over much of the range of monitored discharges. However, transport rates measured at the channel margins are only half those at the channel centerline, and, at high discharges, a marked asymmetry in the pattern of bed-load transport develops across the central section of the widest channel. This variation in bed-load discharge over the two channel cross sections is thought to reflect lateral variations in shear stress induced by sidewall drag and, more tentatively, the generation and disposition of cellular secondary currents. But no systematic relation is found for the ratios of sediment fluxes at off-center sampling locations and those recorded at the channel center, even though the off-center locations are thought to move into and out of the region affected by sidewall drag as aspect ratio of the flow decreases and increases with changing water-stage. The results suggest that it is difficult to generalize about the changing influence of the sidewall on local shear and bed load as aspect ratio changes during the course of a flood.
    publisherAmerican Society of Civil Engineers
    titleHydraulic Interpretation of Cross-Stream Variations in Bed-Load Transport
    typeJournal Paper
    journal volume125
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1999)125:12(1243)
    treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 012
    contenttypeFulltext
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