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    Closure to “Evaluation of Unsteady Flow Resistances by Quasi-2D or 1D Models” by Giuseppe Pezzinga 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author(s): Giuseppe Pezzinga
    Publisher: American Society of Civil Engineers
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    Unsteady Flow in Hydraulic Networks with Polymeric Additional Pipe 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 002
    Author(s): Giuseppe Pezzinga
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results of an experimental and theoretical study on the use of a high density polyethylene (HDPE) additional pipe inserted downstream of a pump in a hydraulic network as a surge suppressor. The experiments ...
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    Discussion of “Transient Friction in Pressurized Pipes. III: Investigation of the EIT Model Based on Position-Dependent Coefficient Approach in MIAB Model” by Pål-Tore Storli and Torbjørn K. Nielsen 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 005
    Author(s): Giuseppe Pezzinga
    Publisher: American Society of Civil Engineers
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    Local Balance Unsteady Friction Model 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author(s): Giuseppe Pezzinga
    Publisher: American Society of Civil Engineers
    Abstract: The paper proposes the evaluation of unsteady friction by a one-dimensional local balance model. The model is applied for the case of water hammer in a single pipeline for both the downstream end and upstream end valve, ...
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    Evaluation of Time Evolution of Mechanical Parameters of Polymeric Pipes by Unsteady Flow Runs 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 012
    Author(s): Giuseppe Pezzinga
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents the results of the calibration, by means of a microgenetic algorithm, of the mechanical parameters of high-density polyethylene pipes, to reproduce experimental unsteady flow runs in an installation ...
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    Velocity Distribution in Compound Channel Flows by Numerical Modeling 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author(s): Giuseppe Pezzinga
    Publisher: American Society of Civil Engineers
    Abstract: The paper examines the problem of prediction of uniform turbulent flow in a compound channel with the nonlinear
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    Quasi-2D Model for Unsteady Flow in Pipe Networks 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): Giuseppe Pezzinga
    Publisher: American Society of Civil Engineers
    Abstract: A quasi-two-dimensional model for unsteady-flow analysis in pipes and pipe networks is presented. The turbulence model is based on the mixing length hypothesis in the turbulent zone and on Newton's law in the viscous ...
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    Closure to “Velocity Distribution in Compound Channel Flows by Numerical Modeling” by Giuseppe Pezzinga 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): Giuseppe Pezzinga
    Publisher: American Society of Civil Engineers
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    Evaluation of Unsteady Flow Resistances by Quasi-2D or 1D Models 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 010
    Author(s): Giuseppe Pezzinga
    Publisher: American Society of Civil Engineers
    Abstract: This note considers the evaluation of resistances in unsteady flow by means of a 1D unsteady friction model. The model is applied for the case of a water hammer, both in a single gravity pipeline and in a single pumped ...
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    Discussion of “Velocity Profiles and Unsteady Pipe Friction in Transient Flow,” by Bruno Brunone, Bryan W. Karney, Michele Mecarelli, and Marco Ferrante 

    Source: Journal of Water Resources Planning and Management:;2002:;Volume ( 128 ):;issue: 001
    Author(s): Giuseppe Pezzinga
    Publisher: American Society of Civil Engineers
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