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    Analysis of Debris Wave Development with One-Dimensional Shallow-Water Equations 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Barbara Zanuttigh; Alberto Lamberti
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this contribution is to analyze the formation of debris waves in natural channels. Numerical simulations are carried out with a 1D code, based on shallow-water equations and on the weighted averaged flux ...
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    Experimental Analysis and Numerical Simulations of Waves and Current Flows Around Low-Crested Rubble-Mound Structures 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Barbara Zanuttigh; Alberto Lamberti
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this paper is to analyze flow patterns and velocity fields around rubble-mound low-crested structures based on wave basin experiments and 2DH numerical simulations. Experiments were performed in the
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    Dam-Break Waves in Power-Law Channel Section 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author(s): Barbara Zanuttigh; Alberto Lamberti
    Publisher: American Society of Civil Engineers
    Abstract: The aim of this work is to highlight the effects of cross-sectional shape on dam-break wave propagation along channels by the solution of 1D conservative equations assuming a power-law variation of the channel width. An ...
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    Influence of Relative Roughness and Reynolds Number on the Roll-Waves Spatial Evolution 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Cristiana Di Cristo; Michele Iervolino; Andrea Vacca; Barbara Zanuttigh
    Publisher: American Society of Civil Engineers
    Abstract: The paper investigates the influence of the resistance coefficient variability onto the spatial development of roll-waves. Two models, based on time-asymptotic solutions of the linearized St. Venant equations, subject to ...
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