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Closure to “Evaluation of Unsteady Flow Resistances by Quasi-2D or 1D Models” by Giuseppe Pezzinga
Publisher: American Society of Civil Engineers
Unsteady Flow in Hydraulic Networks with Polymeric Additional Pipe
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 ...
Local Balance Unsteady Friction Model
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, ...
Evaluation of Time Evolution of Mechanical Parameters of Polymeric Pipes by Unsteady Flow Runs
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 ...
Velocity Distribution in Compound Channel Flows by Numerical Modeling
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
Quasi-2D Model for Unsteady Flow in Pipe Networks
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 ...
Closure to “Velocity Distribution in Compound Channel Flows by Numerical Modeling” by Giuseppe Pezzinga
Publisher: American Society of Civil Engineers
Evaluation of Unsteady Flow Resistances by Quasi-2D or 1D Models
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 ...
Discussion of “Velocity Profiles and Unsteady Pipe Friction in Transient Flow,” by Bruno Brunone, Bryan W. Karney, Michele Mecarelli, and Marco Ferrante
Publisher: American Society of Civil Engineers
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