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    Dam Break in Channels with 90° Bend 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 011
    Author(s): S. Soares Frazão; Y. Zech
    Publisher: American Society of Civil Engineers
    Abstract: In practice, dam-break modeling is generally performed using a one-dimensional (1D) approach for its limited requirements in data and computation. However, for valleys with multiple sharp bends, such a 1D model may fail ...
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    One-Dimensional Model for Transient Flows Involving Bed-Load Sediment Transport and Changes in Flow Regimes 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): L. Goutière; S. Soares-Frazão; C. Savary; T. Laraichi; Y. Zech
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a novel, simple, but rather accurate approximation of the eigenvalues of the system formed by the Saint-Venant–Exner equations, based on the comparison between eigenvalues for the complete system and ...
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    Simplified versus Detailed Two-Dimensional Approaches to Transient Flow Modeling in Urban Areas 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): G. Petaccia; S. Soares-Frazão; F. Savi; L. Natale; Y. Zech
    Publisher: American Society of Civil Engineers
    Abstract: Simplified and detailed two-dimensional modeling approaches to transient flows in urban areas, based on finite-volume solution of the shallow water equations, are compared. Through the example of a dam-break flow in a ...
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