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    Riprap Stability: Transverse and Longitudinal versus Continuous Protections 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Gustavo Adolfo M. de Almeida; Juan P. Martín-Vide
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was conducted to determine the influence of length, width, and protrusion of noncontinuous riprap protections on shear failure conditions. The incipient motion of particles as a failure criterion and ...
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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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