Numerical methods for hydraulic transients in visco-elastic pipes
Giulia Bertaglia, Matteo Ioriatti, Alessandro Valiani, Michael Dumbser, and Valerio Caleffi

TL;DR
This paper compares three numerical methods for modeling hydraulic transients in visco-elastic pipes, incorporating viscoelastic wall behavior, flow unsteadiness, and cavitation, validated against experimental data and analytical solutions.
Contribution
It introduces original extensions for simulating viscoelastic pipe behavior within established numerical schemes and compares their accuracy and efficiency in complex transient scenarios.
Findings
Method of Characteristics shows high efficiency in standard cases.
Viscoelastic damping dominates over unsteady friction damping.
All methods agree well with experimental data in tested scenarios.
Abstract
A wide and critical comparison of the capability of Method of Characteristics, Explicit Path-Conservative Finite Volume Method and Semi-Implicit Staggered Finite Volume Method is presented and discussed, in terms of accuracy and efficiency. The viscoelastic behaviour of the pipe wall, the effects of the unsteadiness of the flow on the friction losses, cavitation and cross-sectional changes are considered. The analyses are performed comparing numerical solutions obtained using the three models against experimental data and analytical solutions. Water hammer studies in high density polyethylene pipes, for which laboratory data have been provided, are used as test cases. Considering the viscoelastic mechanical behaviour of plastic materials, a 3-parameter and a multi-parameter linear viscoelastic rheological model are adopted and implemented in each numerical scheme. Original extensions of…
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