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    Simple and General Formula for the Settling Velocity of Particles 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author(s): Benoît Camenen
    Publisher: American Society of Civil Engineers
    Abstract: A simple, robust, and general formula for the settling velocity of a particle is presented, taking into account the shape and roundness of the particles. It is based on the two asymptotic behaviors of the drag coefficient ...
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    Discussion of “Transition between Two Bed-Load Transport Regimes: Saltation and Sheet-Flow” by P. Gao 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Benoît Camenen
    Publisher: American Society of Civil Engineers
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    Accuracy of Equivalent Roughness Height Formulas in Practical Applications 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 003
    Author(s): Benoît Camenen; Magnus Larson
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a discussion on the application and accuracy of roughness height formulas from a practical point of view. Such formulas have been proposed to describe the equivalent roughness height for plane bed ...
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    Equivalent Roughness Height for Plane Bed under Steady Flow 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Benoît Camenen; Atilla Bayram; Magnus Larson
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new relationship between the roughness height and the main hydrodynamic and sediment parameters for plane beds under steady current conditions. In order to derive such a formula, a large data base ...
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    One-Dimensional Modeling of Suspended Sediment Dynamics in Dam Reservoirs 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Lucie Guertault; Benoit Camenen; Christophe Peteuil; André Paquier; Jean Baptiste Faure
    Publisher: American Society of Civil Engineers
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    Uncertainties in Models Predicting Critical Bed Shear Stress of Cohesionless Particles 

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 004:;page 04023002-1
    Author(s): Emeline Perret; Benoit Camenen; Céline Berni; Kamal El kadi Abderrezzak; Benjamin Renard
    Publisher: American Society of Civil Engineers
    Abstract: Our data show large scatter in the critical Shields stress values for initial sediment motion. The main sources of dispersion are related to the methodological procedures defining the inception of movement (i.e., visual ...
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    X-Ray Computed Tomography to Measure Bed Density in Sand Transport 

    Source: Journal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 012:;page 06022017
    Author(s): Corinne Brunelle; Pierre Francus; Benoît Camenen; Carl L. Amos; Mathieu Des Roches; Emeline Perret; Hachem Kassem; Louis-Frédéric Daigle; Philippe Després
    Publisher: ASCE
    Abstract: This paper reports a new experimental method applying medical X-ray computed tomography (CT) to estimate the bed load in sand transport. A set of current-generated sand ripple experiments were conducted in a small hydraulic ...
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