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    Closure to “<i>Separation Zone at Open‐Channel Junctions</i>” by James L. Best and Ian Reid (November, 1984) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): James L. Best; Ian Reid
    Publisher: American Society of Civil Engineers
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    Separation Zone at Open‐Channel Junctions 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author(s): James L. Best; Ian Reid
    Publisher: American Society of Civil Engineers
    Abstract: The configuration of open‐channel junctions controls local sedimentary processes, channel scour, and sidewall erosion through its influence on the flow patterns established as confluent streams compete for limited channel ...
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    Effects of Bed Discordance on Flow Dynamics at Open Channel Confluences 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 012
    Author(s): Pascale Biron; James L. Best; André G. Roy
    Publisher: American Society of Civil Engineers
    Abstract: Although a discordance in bed elevation between mainstream and tributary channels is a common feature of most river confluences, this height differential is largely ignored in many models of junction flow dynamics. Here ...
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    Effect of Orientation and Size of Helley‐Smith Sampler on Its Efficiency 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): Jocelyn M. Gaudet; André G. Roy; James L. Best
    Publisher: American Society of Civil Engineers
    Abstract: Two series of laboratory experiments were conducted to evaluate the influence of mean flow direction and sampler size (7,6 cm aperture vs 3 cm aperture) upon the efficiency of Helley‐Smith samplers in subcritical flows. ...
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    Three-Dimensional Flow Structure at Open-Channel Diversions 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Stuart J. McLelland; Philip J. Ashworth; James L. Best
    Publisher: American Society of Civil Engineers
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    Comparison of Fixed- and Moving-Vessel Flow Measurements with an aDp in a Large River 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author(s): Ricardo N. Szupiany; Mario L. Amsler; James L. Best; Daniel R. Parsons
    Publisher: American Society of Civil Engineers
    Abstract: A comparison of three-dimensional flow velocity measurements, made with an acoustic Doppler profiler (aDp) from fixed and moving vessels at cross sections of the Paraná River, Argentina, was performed. The purpose was to ...
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    Turbulence and Secondary Flow over Sediment Stripes in Weakly Bimodal Bed Material 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): Stuart J. McLelland; Philip J. Ashworth; James L. Best; John R. Livesey
    Publisher: American Society of Civil Engineers
    Abstract: Longitudinal stripes are a common bed form in heterogeneous alluvial sediments and consist of periodic, spanwise variations in bed texture and elevation that are aligned parallel to the mean flow direction. This paper ...
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    Novel Environment Enables PIV Measurements of Turbulent Flow around and within Complex Topographies 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Gianluca Blois; Nathaniel R. Bristow; Taehoon Kim; James L. Best; Kenneth T. Christensen
    Publisher: ASCE
    Abstract: A novel flow facility developed to enable a broad spectrum of fluid mechanics experiments involving complex geometries and employing high-fidelity optical diagnostics is described in this paper. The development of the ...
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    Monitoring Suspended Sediment Dynamics Using MBES 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Stephen M. Simmons; Daniel R. Parsons; James L. Best; Oscar Orfeo; Stuart N. Lane; Ray Kostaschuk; Richard J. Hardy; Geraint West; Chris Malzone; Jon Marcus; Pawel Pocwiardowski
    Publisher: American Society of Civil Engineers
    Abstract: This technical note describes use of a multibeam echosounder (MBES) to quantify the dynamics of suspended sediment in a large open channel. A methodology is detailed that uses the backscatter magnitude from the MBES ...
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