Dynamic gas–liquid mass transfer behaviors are widely encountered in the chemical,
environmental, and engineering fields. Referring to the Singhal full cavitation model, Henry's …

Abstract At the Water Engineering Laboratory of the University of Perugia, Italy, a wide
experimental program has been carried out in a polymeric pipe network with two 100× 100 …

A second-order explicit Finite Volume Method (FVM) based on Godunov-type schemes is
presented and applied to water column separation (WCS) in pipelines. The treatment of two …

Liquid column separation (LCS) in pressurized pipelines may occur if a water hammer event
drops the local pressure to the liquid's vapor point. Numerical simulations of LCS have …

This paper focuses on the formulation and assessment of a second-order accurate finite
volume (FV) shock-capturing scheme for simulating one-and two-phase water hammer …

The research focuses on the analysis of transient cavitating flow in polyethylene pipes,
which are characterized by a viscoelastic–rheological behaviour. A hydraulic transient …

The current paper aims at the experimental and numerical analysis of the cavitating pipe
flow during the occurrence of hydraulic transients in a quasi-horizontal straight copper pipe …

The main aim of this thesis is to advance our understanding of the process of flood-wave
propagation through storm-sewer systems by improving the methods available for simulating …

The paper deals with discrete vapor cavity models (DVCM) to reproduce transient cavitating
pipe flows. Since features and limits of the classic DVCM are well known from literature …

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 …