Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97977
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Title: Transient energy analysis in water-filled viscoelastic pipelines
Authors: Pan, B 
Keramat, A 
Capponi, C
Meniconi, S
Brunone, B
Duan, HF 
Issue Date: Jan-2022
Source: Journal of hydraulic engineering, Jan. 2022, v. 148, no. 1, 4021051
Abstract: The transient flow phenomenon in a pipeline accounts for the flow variations with time and space. The transient energy analysis (TEA) overlooks the process as it sums the energy of the entire pipe domain and reports it at each moment. The current research takes advantage of this approach to investigate different influential factors in water pipelines, including steady friction, unsteady friction, and pipe wall viscoelasticity, to figure out the energy conversion and dissipation during a transient flow process. To this end, energy expressions are derived and compared for both elastic and viscoelastic pipeline systems. Two different viscoelastic materials - oriented polyvinyl chloride (PVC-O) and high-density polyethylene (HDPE) - are applied in the analysis to compare the proportions of the energy dissipation by different influential factors. The results reveal that at small transient perturbations, the influence of the steady friction is dominant in the energy dissipation, and the impact of viscoelasticity grows with the excitation intensity and valve's oscillation frequency. Besides, spatial variations of energy dissipation (per unit of length) along the pipeline have been investigated in single and branched systems, demonstrating significant deviations by distance from the excitation source.
Keywords: Energy diagram
Steady friction
Transient energy analysis (TEA)
Unsteady friction
Viscoelastic pipelines
Viscoelasticity
Water hammer
Publisher: American Society of Civil Engineers
Journal: Journal of hydraulic engineering 
ISSN: 0733-9429
EISSN: 1943-7900
DOI: 10.1061/(ASCE)HY.1943-7900.0001959
Rights: © 2021 American Society of Civil Engineers.
This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://doi.org/10.1061/(ASCE)HY.1943-7900.0001959.
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