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    Sediment Diversion through Irrigation Outlets 

    Source: Journal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Gilles Belaud; André Paquier
    Publisher: American Society of Civil Engineers
    Abstract: To avoid sediment deposits in the downstream portion of irrigation channels, the outlets must extract a concentration equal to or higher than the one in the channel. In Pakistan, although channels have been designed in ...
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    Discussion of “Numerical and Experimental Study of Dividing Open-Channel Flows” by A. S. Ramamurthy, Junying Qu, and Diep Vo 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Kamal El Kadi Abderrezzak; André Paquier
    Publisher: American Society of Civil Engineers
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    Applicability of Sediment Transport Capacity Formulas to Dam-Break Flows over Movable Beds 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author(s): Kamal El Kadi Abderrezzak; André Paquier
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, we investigate the extent to which well-known sediment transport capacity formulas can be used in one-dimensional (1D) numerical modeling of dam-break waves over movable beds. The 1D model considered here ...
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    Flow Patterns in a Four-Branch Junction with Supercritical Flow 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): Emmanuel Mignot; Nicolas Rivière; Richard Perkins; André Paquier
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the flow structures that occur in a 90° junction of four open channels with supercritical flow in two orthogonal inlet channels. An experimental facility was constructed to permit the measurement of ...
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    Hydraulic Models of the Flow Distribution in a Four Branch Open Channel Junction with Supercritical Flow 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): Emmanuel Mignot; Nicolas Rivière; André Paquier; Richard J. Perkins
    Publisher: American Society of Civil Engineers
    Abstract: Intense rainfall on urban areas can generate severe flooding in the city, and if the conditions are right, the flow in the streets can be supercritical. The redistribution of the flow in street intersections determines the ...
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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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    Closure to “Flow Patterns in a Four-Branch Junction with Supercritical Flow” by Emmanuel Mignot, Nicolas Rivière, Richard Perkins, and André Paquier 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Emmanuel Mignot; Nicolas Rivière; Richard J. Perkins; André Paquier; Gilbert Travin
    Publisher: American Society of Civil Engineers
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    Modeling Flow Exchanges between a Street and an Underground Drainage Pipe during Urban Floods 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author(s): Pierre-Henri Bazin; Hajime Nakagawa; Kenji Kawaike; André Paquier; Emmanuel Mignot
    Publisher: American Society of Civil Engineers
    Abstract: Modelling floods in urban areas generally requires the modelling of both surface and subsurface flows, along with the exchange discharges between these flows. These latter exchanges are studied on an experimental facility ...
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