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    3D Flow and Sediment Dynamics in a Laboratory Channel Bend with and without Stream Barbs 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 002
    Author(s): E. C. Jamieson; C. D. Rennie; R. D. Townsend
    Publisher: American Society of Civil Engineers
    Abstract: A series of laboratory flume experiments were performed to study the effect of stream barbs on flow field dynamics and sediment erosion in a 135° mobile-bed channel bend. Stream barbs (also known as spur dikes or submerged ...
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    Turbulence and Vorticity in a Laboratory Channel Bend at Equilibrium Clear-Water Scour with and without Stream Barbs 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 003
    Author(s): E. C. Jamieson; C. D. Rennie; R. D. Townsend
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory flume experiments were conducted to study the flow field and sediment dynamics in a mobile-bed channel bend with and without the presence of stream barbs (upstream-angled submerged groynes). This paper presents ...
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    Evaluation of ADCP Apparent Bed Load Velocity in a Large Sand-Bed River: Moving versus Stationary Boat Conditions 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): E. C. Jamieson; C. D. Rennie; R. B. Jacobson; R. D. Townsend
    Publisher: American Society of Civil Engineers
    Abstract: Detailed mapping of bathymetry and apparent bed load velocity using a boat-mounted acoustic Doppler current profiler (ADCP) was carried out along a 388-m section of the lower Missouri River near Columbia, Missouri. Sampling ...
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