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    Estimating Equilibrium Scour Depth at Cylindrical Piers in Experimental Studies 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Gonzalo Simarro; Cristina M. S. Fael; António H. Cardoso
    Publisher: American Society of Civil Engineers
    Abstract: Using data from six very long experiments on local scour at single cylindrical piers, some of the existing equilibrium criteria found in the literature are assessed. It is found that common criteria, which consider scour ...
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    Effect of Viscosity on the Equilibrium Scour Depth at Single Cylindrical Piers 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Rui M. M. Lança; Gonzalo Simarro; Cristina M. S. Fael; António H. Cardoso
    Publisher: American Society of Civil Engineers
    Abstract: Most studies on scouring seem to have overlooked the effect of viscosity, the assumption being that the flow is free of viscous effects inside the scour hole because of the presence of highly turbulent flow structures such ...
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    A Large Bridge Pier in an Alluvial Channel: Local Scour versus Morphological Effects and the Role of Physical Models 

    Source: Journal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 008:;page 05022001
    Author(s): Juan P. Martín-Vide; Cristina M. S. Fael; Francisco Núñez-González; Carles Ferrer-Boix; César A. V. Santos; Arnau Prats-Puntí; Victor Chavarrias
    Publisher: ASCE
    Abstract: The large pier of an emblematic bridge built in 2008 in the Ebro River (Zaragoza, Spain) obstructs the flow in high floods. Clear-water scour experiments in a scale model were conducted to anticipate maximum local scour ...
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