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    Turbulent Flows within Random Arrays of Rigid and Emergent Cylinders with Varying Distribution 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 009
    Author(s): Ana M. Ricardo; Mário J. Franca; Rui M. L. Ferreira
    Publisher: American Society of Civil Engineers
    Abstract: The spatial distribution of emergent vegetation in rivers is frequently nonuniform. Here, spatial nonuniformity is simulated in the laboratory by varying longitudinally the stem areal number density (m). Time- and ...
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    Designing Experiments to Study Dam Breach Hydraulic Phenomena 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Sílvia Amaral; Laura Caldeira; Teresa Viseu; Rui M. L. Ferreira
    Publisher: ASCE
    Abstract: The success of experimental studies to investigate hydraulics of dam breaching requires an adequate specification of geotechnical parameters and control over its realization in field or in laboratory conditions. Although ...
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    Direct Estimate of the Breach Hydrograph of an Overtopped Earth Dam 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Ana Margarida Bento; Sílvia Amaral; Teresa Viseu; Rafaela Cardoso; Rui M. L. Ferreira
    Publisher: American Society of Civil Engineers
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    Discussion of “Coupled and Decoupled Numerical Modeling of Flow and Morphological Evolution in Alluvial Rivers” by Zhixian Cao, Rodney Day, and Shinji Egashira 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author(s): Rui M. L. Ferreira; João G. B. Leal; António H. Cardoso
    Publisher: American Society of Civil Engineers
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    Maximum Level and Time to Peak of Dam-Break Waves on Mobile Horizontal Bed 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): João G. A. B. Leal; Rui M. L. Ferreira; António H. Cardoso
    Publisher: American Society of Civil Engineers
    Abstract: This experimental study focuses the influence of bed material mobility and initial downstream water level on maximum water level and time to peak of dam-break waves. It covers horizontal bed conditions on fixed bed, sand ...
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