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    Galilean-Invariant Expression for Bernoulli’s Equation 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Andrea Maranzoni
    Publisher: ASCE
    Abstract: The Bernoulli principle is one of the basic and most famous concepts in fluid mechanics, and the related equation is an extremely useful and effective tool in the solution of a wide range of practical engineering problems. ...
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    Experimental and Numerical Analysis of Side Weir Flows in a Converging Channel 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Andrea Maranzoni; Marco Pilotti; Massimo Tomirotti
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the lateral outflow over a short-crested side weir inserted in a converging rectangular channel with linearly decreasing width in the flow direction. This type of overflow device induces a spatially ...
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    Dam-Break Wave Propagation in Alpine Valley with HEC-RAS 2D: Experimental Cancano Test Case 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Marco Pilotti; Luca Milanesi; Vito Bacchi; Massimo Tomirotti; Andrea Maranzoni
    Publisher: ASCE
    Abstract: Flood modeling by numerical solution of the two-dimensional (2D) shallow-water equations is ordinary practice. HEC-RAS 2D was recently released along with a suite of test cases showing the very good performance of the code ...
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    Dam-Break Flows: Acquisition of Experimental Data through an Imaging Technique and 2D Numerical Modeling 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Francesca Aureli; Andrea Maranzoni; Paolo Mignosa; Chiara Ziveri
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents experimental and two-dimensional (2D) numerical results of four tests concerning rapidly varying flows induced by the sudden removal of a sluice gate. For the acquisition of the experimental data, an ...
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    1923 Gleno Dam Break: Case Study and Numerical Modeling 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 004
    Author(s): Marco Pilotti; Andrea Maranzoni; Massimo Tomirotti; Giulia Valerio
    Publisher: American Society of Civil Engineers
    Abstract: On the morning of December 1, 1923, the Gleno Dam (located in the Central Italian Alps) suddenly collapsed a few days after the first complete reservoir filling. Nearly
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    Closure to “Dam-Break Flows: Acquisition of Experimental Data through an Imaging Technique and 2D Numerical Modeling” by F. Aureli, A. Maranzoni, P. Mignosa, and C. Ziveri 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author(s): Francesca Aureli; Andrea Maranzoni; Paolo Mignosa; Chiara Ziveri
    Publisher: American Society of Civil Engineers
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