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    Fine-Scale Characterization of the Turbulent Shear Layer of an Instream Pebble Cluster 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): R. W. Jay Lacey; André G. Roy
    Publisher: American Society of Civil Engineers
    Abstract: This study characterizes the shear layer and associated vortex shedding around an isolated submerged pebble cluster in a gravel-bed river. The approach combines flow visualization and high frequency three-dimensional ...
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    The Influence of the Regulator Diameter and Injection Nozzle Geometry on the Flow Structure in Pneumatic Dimensional Control Systems 

    Source: Journal of Fluids Engineering:;1997:;volume( 119 ):;issue: 003:;page 609
    Author(s): C. Crnojevic; G. Roy; A. Bettahar; P. Florent
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present paper describes an experimental investigation of the various parameters affecting the operation of industrial pneumatic controllers based on the jet nozzle principle. A test rig was ...
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    Discussion of “Unifying Criterion for the Velocity Reversal Hypothesis in Gravel-Bed Rivers” by D. Caamaño, P. Goodwin, J. M. Buffington, J. C. P. Liou, and S. Daley-Laursen 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Bruce J. MacVicar; Colin D. Rennie; André G. Roy
    Publisher: American Society of Civil Engineers
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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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    Behavior of Radial Incompressible Flow in Pneumatic Dimensional Control Systems 

    Source: Journal of Fluids Engineering:;2003:;volume( 125 ):;issue: 005:;page 843
    Author(s): G. Roy; D. N. Nguyen; P. Florent; D. Vo-Ngoc; Faculty of Engineering
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The application of pneumatic metrology to control dimensional accuracy on machined parts is based on the measurement of gas flow resistance through a restricted section formed by a jet orifice ...
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    Role of Bed Discordance at Asymmetrical River Confluences 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 005
    Author(s): K. F. Bradbrook; S. N. Lane; K. S. Richards; P. M. Biron; A. G. Roy
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies laboratory open-channel confluences using a 3D, elliptic solution of the Reynolds-averaged Navier-Stokes equations, including a method for approximating the effects of water surface elevation patterns ...
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