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    Discussion of “<i>Lateral Bed Load Transport on Side Slopes</i>” by Syunsuke Ikeda (November, 1982) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Gary Parker
    Publisher: American Society of Civil Engineers
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    Selective Sorting and Abrasion of River Gravel. II: Applications 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Gary Parker
    Publisher: American Society of Civil Engineers
    Abstract: Most gravel rivers show a tendency for characteristic grain size to decrease in the downstream direction over scales of tens or hundreds of kilometers. It has been surmised that this downstream fining is due to some ...
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    Selective Sorting and Abrasion of River Gravel. I: Theory 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): Gary Parker
    Publisher: American Society of Civil Engineers
    Abstract: Most gravel rivers show a tendency for characteristic grain size to decrease in the downstream direction over scales of tens or hundreds of kilometers. It has been surmised that this downstream fining is due to some ...
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    Closure to “Alluvial Fans Formed by Channelized Fluvial and Sheet Flow. I: Theory” by Gary Parker 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): Gary Parker
    Publisher: American Society of Civil Engineers
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    Bed‐Load Transport on Transverse Slope. I 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Masato Sekine; Gary Parker
    Publisher: American Society of Civil Engineers
    Abstract: Bed‐load particles tend to move downslope in response to gravity and downstream in response to fluid drag. The effect of gravity becomes particularly important when the downslope gravitational force has a component normal ...
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    Secondary Flow in Mildly Sinuous Channel 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author(s): Helgi Johannesson; Gary Parker
    Publisher: American Society of Civil Engineers
    Abstract: Most analytical models of the flow and bed topography in sinuous channels include the assumption that the secondary flow is locally adapted to channel curvature. Recently, Kitanidis and Kennedy (1984) and Ikeda and Nishimura ...
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    Flow Resistance and Suspended Load in Sand-Bed Rivers: Simplified Stratification Model 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Scott Wright; Gary Parker
    Publisher: American Society of Civil Engineers
    Abstract: New methods are presented for the prediction of the flow depth, grain-size specific near-bed concentration, and bed-material suspended sediment transport rate in sand-bed rivers. The salient improvements delineated here ...
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    Note on the Analysis of Plunging of Density Flows 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Gary Parker; Horacio Toniolo
    Publisher: American Society of Civil Engineers
    Abstract: This note is devoted to the correction of an error in a calculation contained in a classical published paper on the plunging of river flows as they enter lakes or reservoirs. The correction of the error provides a felicitous ...
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    Density Stratification Effects in Sand-Bed Rivers 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Scott Wright; Gary Parker
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the effects of density stratification in sand-bed rivers are studied by the application of a model of vertical velocity and concentration profiles, coupled through the use of a turbulence closure that retains ...
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    Entrainment of Bed Sediment into Suspension 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): Marcelo Garcia; Gary Parker
    Publisher: American Society of Civil Engineers
    Abstract: The literature abounds with apparently conflicting relations for predicting the reference near‐bed concentration of suspended sediment or the entrainment rate of noncohesive bed sediment into suspension. Most of these ...
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