Abstract

The branching technique demonstrated an effective ability to attenuate severe hydraulic-head magnitudes into existing steel-pipes-based hydraulic systems. However, there was no detailed exploration of circumferential-stress, radial-strain, and wave-oscillation period behaviors, which are equally embedded in the design stage of hydraulic systems. Accordingly, this paper examined these last parameters to provide relevant information on the entire design key parameters. The numerical solver used the Method of Characteristics for discretizing the extended one-dimensional water-hammer model incorporating the Vitkovsky and the Kelvin–Voigt formulations along with the discrete gas cavity model to represent column separation. The plastic short-penstock material types utilized in this study included high- or low-density polyethylene (HDPE or LDPE). Results demonstrated that the branching technique is promising in terms of hydraulic-head attenuation waves; however, this research emphasized the limitation of this technique, not previously delineated, including the amplification of the radial-strain peaks or crests and the spreading of the wave-oscillation period. Ultimately, a methodology was suggested for optimizing the plastic short-penstock diameter and length parameters.

References

1.
Bergant
,
A.
, and
Simpson
,
A.
,
1999
, “
Pipeline Column Separation Flow Regimes
,”
J. Hydraul. Eng. ASCE
,
125
(
8
), pp.
835
848
.10.1061/(ASCE)0733-9429(1999)125:8(835)
2.
Besharat
,
M.
,
Tarinejad
,
R.
, and
Ramos
,
H.
,
2016
, “
The Effect of Water Hammer on a Confined Air Pocket Towards Flow Energy Storage System
,”
J. Water Supply Res. Technol. Aqua
,
65
(
2
), pp.
116
126
.10.2166/aqua.2015.081
3.
Rezazadeh
,
P.
,
Bijankhan
,
M.
, and
Mahdavi Mazdeh
,
A.
,
2019
, “
An Experimental Study on a Flow Control Device Applicable in Pressurized Networks
,”
Flow Meas. Instrum.
,
68
, p.
101533
.10.1016/j.flowmeasinst.2019.01.017
4.
Wan
,
W.
,
Huang
,
W.
, and
Li
,
C.
,
2014
, “
Sensitivity Analysis for the Resistance on the Performance of a Pressure Vessel for Water Hammer Protection
,”
ASME J. Pressure Vessel Technol.
,
136
(
1
), p.
011303
.10.1115/1.4025829
5.
Wan
,
W.
, and
Li
,
F.
,
2016
, “
Sensitivity Analysis of Operational Time Differences for a Pump-Valve System on a Water Hammer Response
,”
ASME J. Pressure Vessel Technol.
,
138
(
1
), p.
11303
.10.1115/1.4031202
6.
Wan
,
W.
, and
Huang
,
W.
,
2018
, “
Water Hammer Simulation of a Series Pipe System Using the MacCormack Time Marching Scheme
,”
Acta Mech.
,
229
(
7
), pp.
3143
3160
.10.1007/s00707-018-2179-2
7.
Wan
,
W.
,
Zhang
,
B.
, and
Chen
,
X.
,
2018
, “
Investigation on Water Hammer Control of Centrifugal Pumps in Water Supply Pipeline Systems
,”
Energies
,
12
(
1
), p.
108
.10.3390/en12010108
8.
Zhang
,
B.
,
Wan
,
W.
, and
Shi
,
M.
,
2018
, “
Experimental and Numerical Simulation of Water Hammer in Gravitational Pipe Flow With Continuous Air Entrainment
,”
Water
,
10
(
7
), p.
928
.10.3390/w10070928
9.
Ghilardi
,
P.
, and
Paoletti
,
A.
,
1986
, “
Additional Viscoelastic Pipes as Pressure Surge Suppressors
,”
Proceedings of Fifth International Conference on Pressure Surges
, Hanover, Germany, Sept. 22–24, pp.
113
121
.
10.
Pezzinga
,
G.
, and
Scandura
,
P.
,
1995
, “
Unsteady Flow in Installations With Polymeric Additional Pipe
,”
J. Hydraul. Eng. ASCE
,
121
(
11
), pp.
802
811
.10.1061/(ASCE)0733-9429(1995)121:11(802)
11.
Triki
,
A.
,
2017
, “
Water-Hammer Control in Pressurized-Pipe Flow Using a Branched Polymeric Penstock
,”
J. Pipe. Sys. Eng. Pract. ASCE
,
8
(
4
), p.
04017024
.10.1061/(ASCE)PS.1949-1204.0000277
12.
Triki
,
A.
, and
Fersi
,
M.
,
2018
, “
Further Investigation on the Water-Hammer Control Branching Strategy in Pressurized Steel-Piping Systems
,”
Int. J. Pressure Vessel Pip.
,
165
, pp.
135
144
.10.1016/j.ijpvp.2018.06.002
13.
Fersi
,
M.
, and
Triki
,
A.
,
2019
, “
Investigation on Re-Designing Strategies for Water-Hammer Control in Pressurized-Piping Systems
,”
ASME J. Pressure Vessel Technol.
,
141
(
2
), p.
21301
.10.1115/1.4040136
14.
Chaker
,
M. A.
, and
Triki
,
A.
,
2020
, “
Investigating the Removal of Hydraulic Cavitation From Pressurized Steel Piping Systems
,”
Design and Modeling of Mechanical Systems—IV CMSM 2020 Lecture Notes in Mechanical Engineering
,
Springer
,
Cham, Switzerland
, pp.
92
101
.10.1007/978-3-030-27146-6_11
15.
Triki
,
A.
,
2016
, “
Water-Hammer Control in Pressurized-Pipe Flow Using an in-Line Polymeric Short-Section
,”
Acta Mech.
,
227
(
3
), pp.
777
793
.10.1007/s00707-015-1493-1
16.
Triki
,
A.
,
2018
, “
Further Investigation on Water-Hammer Control Inline Strategy in Water-Supply Systems
,”
J. Water Supply Res. Technol. Aqua
,
67
(
1
), pp.
30
43
.10.2166/aqua.2017.073
17.
Triki
,
A.
,
2018
, “
Dual-Technique Based Inline Design Strategy for Water-Hammer Control in Pressurized-Pipe Flow
,”
Acta Mech.
,
229
(
5
), pp.
2019
2039
.10.1007/s00707-017-2085-z
18.
Triki
,
A.
, and
Chaker
,
M. A.
,
2019
, “
Compound Technique -Based Inline Design Strategy for Water-Hammer Control in Steel Pressurized-Piping Systems
,”
Int. J. Pressure Vessel Pip.
,
169
, pp.
188
203
.10.1016/j.ijpvp.2018.12.001
19.
Trabelsi
,
M.
, and
Triki
,
A.
,
2019
, “
Dual Control Technique for Mitigating Water-Hammer Phenomenon in Pressurized Steel-Piping Systems
,”
Int. J. Pressure Vessel Pip.
,
172
, pp.
397
413
.10.1016/j.ijpvp.2019.04.011
20.
Trabelsi
,
M.
, and
Triki
,
A.
,
2020
, “
Exploring the Performances of the Dual Technique -Based Water-Hammer Redesign Strategy in Water-Supply Systems
,”
J. Water Supply Res. Technol. AQUA
,
69
(
1
), pp.
6
43
.10.2166/aqua.2019.010
21.
Trabelsi
,
M.
, and
Triki
,
A.
,
2020
, “
Assessing the Inline and Branching Techniques in Mitigating Water-Hammer Surge Waves
,”
Design and Modeling of Mechanical Systems—IV CMSM 2020 Lecture Notes in Mechanical Engineering
,
Springer
,
Cham, Switzerland
, pp.
92
101
.10.1007/978-3-030-27146-6_17
22.
Chaker
,
M. A.
, and
Triki
,
A.
,
2020
, “
Investigating the Branching Redesign Strategy for Surge Control in Pressurized Steel Piping Systems
,”
Int. J. Pressure Vessel Pip.
,
179
, pp.
135
144
.10.1016/j.ijpvp.2020.104044
23.
Ferry
,
J. D.
,
1970
,
Viscoelastic Properties of Polymers
, 2nd ed.,
Wiley-Interscience
,
New York
.
24.
Aklonis
,
J. J.
,
MacKnight
,
W. J.
, and
Shen
,
M.
,
1972
,
Introduction to Polymer Viscoelasticity
,
Wiley-Interscience
,
NewYork
.
25.
Vitkovsky
,
J. P.
,
Lambert
,
M. F.
,
Simpson
,
A. R.
, and
Bergant
,
A.
,
2000
, “
Advances in Unsteady Friction Modelling in Transient Pipe Flow
,”
Eighth International Conference on Pressure Surges: Safe Design and Operation of Industrial Pipe Systems
, BHR Group Conference Series Publication, Vol.
39
,
The Hague, the Netherlands
, Apr. 12–14, pp.
471
482
.https://www.researchgate.net/publication/256103329_Advances_in_Unsteady_Friction_Modelling_in_Transient_Pipe_Flow#:~:text=The%20Brunone%20et%20al.,and%20convective%20derivatives%20of%20velocity
26.
Covas
,
D.
,
Stoianov
,
I.
,
Ramos
,
H.
,
Graham
,
N.
,
Maksimovic
,
C.
, and
Butler
,
D.
,
2004
, “
Waterhammer in Pressurized Polyethylene Pipes: Conceptual Model and Experimental Analysis
,”
Urban Water J.
,
1
(
2
), pp.
177
197
.10.1080/15730620412331289977
27.
Wylie
,
E. B.
, and
Streeter
,
V. L.
,
1993
,
Fluid Transients in Systems
,
Prentice Hall
,
Englewood Cliffs, NJ
.
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