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    CASTOR: Simplified Dam-Break Wave Model 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author(s): A. Paquier; O. Robin
    Publisher: American Society of Civil Engineers
    Abstract: The five computation steps of CASTOR—a simplified dam-break, flood-wave model—are described. The first step uses a simple relation to determine peak discharge at the dam. Second, a dimensionless graph gives peak discharge ...
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    Discussion and Closure: CASTOR: Simplified Dam-Break Wave Model 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 003
    Author(s): Janice M. Lewis; A. Paquier
    Publisher: American Society of Civil Engineers
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    Flow in Compound Channel with Abrupt Floodplain Contraction 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): S. Proust; N. Rivière; D. Bousmar; A. Paquier; Y. Zech; R. Morel
    Publisher: American Society of Civil Engineers
    Abstract: Flooding rivers usually present transition reaches where the floodplain width can significantly vary. The present study focuses on an abrupt floodplain contraction (mean angle 22°) in order to determine whether one-dimensional ...
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    Upstream Discharge Distribution in Compound-Channel Flumes 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): D. Bousmar; N. Rivière; S. Proust; A. Paquier; R. Morel; Y. Zech
    Publisher: American Society of Civil Engineers
    Abstract: Common inlet design for compound-channel flumes does not ensure a proper upstream discharge distribution. As the total head in the upstream tank is the same for both main-channel and floodplain subsections, the velocity ...
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    Bed-Load Transport Flume Experiments on Steep Slopes 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): A. Recking; P. Frey; A. Paquier; P. Belleudy; J. Y. Champagne
    Publisher: American Society of Civil Engineers
    Abstract: Experiments were conducted over uniform gravel bed materials to obtain 143 friction factor values under bed-load equilibrium flow conditions in an attempt to add to the scarce data available on slopes between 1 and 9% for ...
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    Assessment of Methods Used in 1D Models for Computing Bed-Load Transport in a Large River: The Danube River in Slovakia 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): B. Camenen; K. Holubová; M. Lukač; J. Le Coz; A. Paquier
    Publisher: American Society of Civil Engineers
    Abstract: Comprehensive measurements of bed-load sediment transport through a section of the Danube River, located approximately 70 km downstream from Bratislava, Slovakia, are used to assess the accuracy of bed-load formulas ...
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