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    Sensitivity Analysis and Predictive Uncertainty Using Inundation Observations for Parameter Estimation in Open-Channel Inverse Problem 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Hélène Roux; Denis Dartus
    Publisher: American Society of Civil Engineers
    Abstract: The necessity of an improvement of flood risk management has been emphasized by the importance of the damages caused by several disastrous floods in recent years. An obligatory way to better understand and forecast these ...
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    Three-Dimensional Computation of Flow around Groyne 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author(s): Sylvain Ouillon; Denis Dartus
    Publisher: American Society of Civil Engineers
    Abstract: The three-dimensional (3D) numerical simulation of a steady, shallow turbulent flow around a groyne in a rectangular channel is presented. A method used to track a moving surface boundary and to follow its evolution, using ...
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    Discussion of “<i>Numerical Modeling of Sedimentation Tanks</i>” by Emad Imam, John A. McCorquodale and J. K. Bewtra (December, 1983, Vol. 109, No. 12) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): Heinz P. Hadrys; Denis Dartus
    Publisher: American Society of Civil Engineers
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    Hydraulic Resistance of Emergent Macroroughness at Large Froude Numbers: Design of Nature-Like Fishpasses 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Ludovic Cassan; Tran Dung Tien; Dominique Courret; Pascale Laurens; Denis Dartus
    Publisher: American Society of Civil Engineers
    Abstract: The mean flow in a nature-like fishpass can be highly modified by the Froude number. It is important to understand this evolution to correctly design the structure. The studied configuration is an emergent staggered ...
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