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    Scouring at Bed Sills as a Response to Flash Floods 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Matteo Tregnaghi; Andrea Marion; Stephen Coleman
    Publisher: American Society of Civil Engineers
    Abstract: The temporal development of clear-water local scour depth at bed sills in uniform gravel beds is considered. Experiments are presented on the development of scour holes under unsteady hydraulic conditions, with the ...
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    Effect of Flood Recession on Scouring at Bed Sills 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Matteo Tregnaghi; Andrea Marion; Stephen Coleman; Simon Tait
    Publisher: American Society of Civil Engineers
    Abstract: The effect of the flood recession time on the local scour depth at bed sills in gravel deposits is examined. Experiments were carried out to study the development of scour holes under time-varying hydraulic conditions with ...
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    Statistical Description on the Role of Turbulence and Grain Interference on Particle Entrainment from Gravel Beds 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 001
    Author(s): Martina Cecchetto; Matteo Tregnaghi; Andrea Bottacin-Busolin; Simon Tait; Andrea Marion
    Publisher: American Society of Civil Engineers
    Abstract: A complete understanding of the role of grain-scale particle-flow interaction in sediment entrainment and transport has still not been achieved in spite of recent technological advancement in measurement capabilities. In ...
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