Abstract

Transients in pressurized polymeric pipes are analyzed by means of a two-dimensional (2D) Kelvin-Voigt viscoelastic model, calibrated by means of a microgenetic algorithm on the basis of pressure traces. The reliability of the proposed model is then tested by comparing numerical and experimental profiles of the axial component of the local velocity, the latter measured by means of an ultrasonic Doppler velocimeter. Differences between transients in viscoelastic and elastic pipes are pointed out by considering a 2D model in which an elastic behavior is assumed for pipe material. The comparison between the two 2D models allows attribution of the faster decay of pressure oscillations and velocity profiles to viscoelasticity because of the time-shift between pressure oscillation and retarded circumferential strain. The 2D analysis shows that the viscoelastic model generally presents flatter velocity profiles with respect to the elastic model.

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Acknowledgments

This research has been supported by (1) the Italian Ministry of Education, University and Research under the Projects of Relevant National Interest Advanced analysis tools for the management of water losses in urban aqueducts, and Tools and procedures for an advanced and sustainable management of water distribution systems; and (2) Fondazione Cassa Risparmio Perugia under the project Hydraulic characterization of innovative pipe materials (No. 2013.0050.021).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 140Issue 8August 2014

History

Received: Jan 26, 2013
Accepted: Feb 13, 2014
Published online: Apr 23, 2014
Published in print: Aug 1, 2014
Discussion open until: Sep 23, 2014

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G. Pezzinga [email protected]
Professor, Dept. of Civil Engineering and Architecture, Univ. of Catania, Viale Andrea Doria 6, 95125 Catania, Italy (corresponding author). E-mail: [email protected]
B. Brunone, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, Via G. Duranti 93, 06125 Perugia, Italy. E-mail: [email protected]
D. Cannizzaro [email protected]
Civil Engineer, Idragest S.r.l., Via Santa Sofia 65, 95123 Catania, Italy. E-mail: [email protected]
M. Ferrante [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, Via G. Duranti 93, 06125 Perugia, Italy. E-mail: [email protected]
S. Meniconi [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, Via G. Duranti 93, 06125 Perugia, Italy. E-mail: [email protected]
Civil Engineer, Studio Chiarini Associati–Ingegneria Civile e Ambientale, Via Galileo Ferraris 63, 52100 Arezzo, Italy. E-mail: [email protected]

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