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    The Modeling of Electrohydraulic Proportional Valves 

    Source: Journal of Dynamic Systems, Measurement, and Control:;2012:;volume( 134 ):;issue: 002:;page 21008
    Author(s): Davide Cristofori; Andrea Vacca
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present work describes the modeling of a proportional relief valve actuated by an electromagnet. Two models were developed and compared each other: a detailed nonlinear model and its ...
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    Errata for “Discussion of ‘Influence of Turbulence on Bed Load Sediment Transport’ ” by B. Mutlu Sumer, Lloyd H. C. Chua, N.-S. Cheng, and Jørgen Fedsøe 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author(s): Corrado Gisonni; Andrea Vacca
    Publisher: American Society of Civil Engineers
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    Discussion of “Influence of Turbulence on Bed Load Sediment Transport” by B. Mutlu Sumer, Lloyd H. C. Chua, N. S. Cheng, and Jørgen Fredsøe 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Corrado Gisonni; Andrea Vacca
    Publisher: American Society of Civil Engineers
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    Resistance Reduction in Pulsating Turbulent Pipe Flows 

    Source: Journal of Engineering for Gas Turbines and Power:;2005:;volume( 127 ):;issue: 002:;page 410
    Author(s): Marcello Manna; Andrea Vacca
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper describes the effects of forced harmonic oscillations of fixed frequency and amplitudes in the range Λ=Um/Ub=1–11 on the characteristics of a turbulent pipe flow with a bulk Reynolds ...
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    Discussion of “Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel” by Maurizio Venutelli 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 010
    Author(s): Cristiana Di Cristo; Michele Iervolino; Andrea Vacca
    Publisher: American Society of Civil Engineers
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    Applicability of Kinematic, Diffusion, and Quasi-Steady Dynamic Wave Models to Shallow Mud Flows 

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 005
    Author(s): Cristiana Di Cristo; Michele Iervolino; Andrea Vacca
    Publisher: American Society of Civil Engineers
    Abstract: Unsteady shallow-layer flows may be described through full dynamic models or using simplified momentum equations, based on kinematic, diffusion, and quasi-steady approximations, which guarantee a reduction of the computational ...
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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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    Two-Dimensional Two-Phase Depth-Integrated Model for Transients over Mobile Bed 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Cristiana Di Cristo; Massimo Greco; Michele Iervolino; Angelo Leopardi; Andrea Vacca
    Publisher: American Society of Civil Engineers
    Abstract: Fast geomorphic transients may involve complex scenarios of sediment transport, occurring near the bottom as bed load (i.e., saltating, sliding, and rolling) or as suspended load in the upper portion of the flow. The two ...
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    Two-Dimensional Two-Phase Depth-Integrated Model for Transients over Mobile Bed 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Cristiana Di Cristo; Massimo Greco; Michele Iervolino; Angelo Leopardi; Andrea Vacca
    Publisher: American Society of Civil Engineers
    Abstract: Fast geomorphic transients may involve complex scenarios of sediment transport, occurring near the bottom as bed load (i.e., saltating, sliding, and rolling) or as suspended load in the upper portion of the flow. The ...
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