Technical Papers
Nov 28, 2019

Water Hammer Phenomenon in Pipeline with Inserted Flexible Tube

Publication: Journal of Hydraulic Engineering
Volume 146, Issue 2

Abstract

The purpose of this study is to analyze the effect that inserting an elastic tube into a pressure pipeline has on the water hammer phenomenon. This research draws upon theoretical analysis, experimental testing, and numerical simulations. Assuming perfect elastic behavior of the system, the formula for the constant pressure wave velocity in a pipeline with an inserted tube was derived. Experimental tests were carried out, aimed at reducing the pressure increase in the pipeline due to inserting a silicone rubber tube in it. A significant reduction of the pressure increase has been achieved. Theoretical values of the pressure wave velocity were significantly lower than measured. Numerical calculations were performed, the purpose of which was to simulate the course of pressure changes in the pipeline with inserted tube. An approximate model of unsteady flow was used, which relates elastic behavior of water, pipeline, and tube materials to the continuity equation via the variable pressure wave velocity. By taking into account the variable celerity of the pressure wave and diffusive term, it was possible to obtain an acceptable compliance between the experimental data and the results of the numerical calculations.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request, including the measurement data regarding pressure changes in the pipeline and the tube models used during experimental tests.

References

Bergant, A., A. S. Tijsseling, J. P. Vítkovský, D. Covas, A. R. Simpson, and M. F. Lambert. 2008. “Parameters affecting water-hammer wave attenuation, shape and timing. 1: Mathematical tools.” J. Hydraul. Res. 46 (3): 373–381. https://doi.org/10.3826/jhr.2008.2848.
Besharat, M., R. Tarinejad, M. T. Aalami, and H. M. Ramos. 2016. “Study of a compressed air vessel for controlling the pressure surge in water networks: CFD and experimental analysis.” Water Resour. Manage. 30 (8): 2687–2702. https://doi.org/10.1007/s11269-016-1310-1.
Bürmann, W. 1975. “Water hammer in coaxial pipe systems.” J. Hydraul. Div. 101 (6): 699–715.
Chaudhry, M. H. 1987. Applied hydraulic transients. New York: Van Nostrand Reinhold.
Gautier, F., J. Gilbert, J. Dalmont, and R. Picó. 2007. “Wave propagation in a fluid filled rubber tube: Theoretical and experimental results for Korteweg’s wave.” Acta Acustica united with Acustica 93 (3): 333–344.
Gong, J., M. L. Stephens, M. F. Lambert, A. C. Zecchin, and A. R. Simpson. 2018. “Pressure surge suppression using a metallic-plastic-metallic pipe configuration.” J. Hydraul. Eng. 144 (6): 04018025. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001468.
Halliwell, A. R. 1963. “Velocity of a water-hammer wave in an elastic pipe.” J. Hydraul. Div. 89: 1–21.
Joukowsky, N. 1900. “Uber den hydraulishen stoss in wasserleitungsrohren” [On the hydraulic hammer in water supply pipes]. Mémoires del’Academie Imperiale des Sciences de St. Petersbourg 9 (5): 8.
Jung, B. S., and B. W. Karney. 2003. “Optimum selection of hydraulic devices for water hammer control in pipeline systems using genetic algorithm.” In Proc., 4th ASME/JSME Joint Fluids Engineering Conf. New York: ASME.
Korteweg, D. 1878. “Uber die fortphlanzungsgeschwindigkeit des schalles in elastisches rohren (On the velocity of propagation of sound in elastic pipes).” Ann. Phys. Chem. 241 (12): 525–542. https://doi.org/10.1002/andp.18782411206.
Kruisbrink, A. C. H. 1996. “The dynamic behavior of check valves in pipeline systems.” Ph.D. thesis, Dept. of Mechanical Engineering, City Univ.
Kubrak, M., A. Kodura, and S. B. Imiełowski. 2018. “Analysis of pressure wave velocity in a steel pipeline with inserted fiber optic cable.” In Free Surface Flows and Transport Processes, GeoPlanet: Earth and Planetary Sciences, 281–292. Cham: Springer.
Mambretti, S. 2014. Water hammer simulations. Southampton, UK: WIT Press.
Meniconi, S., B. Brunone, M. Ferrante, and C. Massari. 2012. “Transient hydrodynamics of in-line valves in viscoelastic pressurized pipes: Long-period analysis.” Exp. Fluids 53 (1): 265–275. https://doi.org/10.1007/s00348-012-1287-3.
Mitosek, M., and R. Szymkiewicz. 2012. “Wave damping and smoothing in the unsteady pipe flow.” J. Hydraul. Eng. 138 (7): 619–628. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000571.
Moussou, P., R. J. Gibert, G. Brasseur, C. Teygeman, J. Ferrari, and J. F. Rit. 2010. “Instability of pressure relief valves in water pipes.” J. Pressure Vessel Technol. 132 (4): 041308. https://doi.org/10.1115/1.4002164.
Parmakian, J. 1963. Waterhammer analysis. New York: Dover.
Pezzinga, G. 2002. “Unsteady flow in hydraulic networks with polymeric additional pipe.” J. Hydraul. Eng. 128 (2): 238–244. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:2(238).
Ramezani, L., and B. Karney. 2017. “Water column separation and cavity collapse for pipelines protected with air vacuum valves: Understanding the essential wave processes.” J. Hydraul. Eng. 143 (2): 04016083. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001235.
Ramos, H., and B. A. de Almeida Parametric. 2002. “Analysis of water hammer effects in small hydro schemes.” J. Hydraul. Eng. 128 (7): 689–696. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:7(689).
Remenieras, G. 1952. “Dispositif simple pour reduire la celtrite des ondes Clastiques darts les conduites en charge: Application a la protection contre certains coups de belie” [Simple device for reducing the celerity of elasticity waves in pipes: Application to protection against certain waterhammer effects]. [In French.] La Houille Blanche. https://doi.org/10.1051/lhb/1952005.
Streeter, V. L. 1958. Fluid mechanics. Columbus, OH: McGraw-Hill.
Szymkiewicz, R. 1995. “Method to solve 1D unsteady transport and flow equations.” J. Hydraul. Eng. 121 (5): 396–403. https://doi.org/10.1061/(ASCE)0733-9429(1995)121:5(396).
Szymkiewicz, R. 2010. Numerical modeling in open channel hydraulics. New York: Springer.
Szymkiewicz, R., and M. Mitosek. 2005. “Analysis of unsteady pipe flow using the modified finite element method.” Commun. Numer. Methods Eng. 21 (4): 183–199. https://doi.org/10.1002/cnm.741.
Tijsseling, A. S. 1996. “Fluid-structure interaction in liquid-filled pipe systems: A review.” J. Fluids Struct. 10 (2): 109–146. https://doi.org/10.1006/jfls.1996.0009.
Tijsseling, A. S., A. C. H. Kruisbrink, and A. Pereira da Silva. 1999. “The reduction of pressure wavespeeds by internal rectangular tubes.” In Proc., 3rd ASME/JSME Joint Fluids Engineering Conf. New York: ASME.
Wylie, E. B., and V. L. Streeter. 1993. Fluid transients in systems. Upper Saddle River, NJ: Prentice-Hall.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 2February 2020

History

Received: Nov 27, 2018
Accepted: Jun 12, 2019
Published online: Nov 28, 2019
Published in print: Feb 1, 2020
Discussion open until: Apr 28, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Assistant Professor, Faculty of Building Services, Hydro and Environmental Engineering, Warsaw Univ. of Technology, Nowowiejska 20, 00-653 Warszawa, Poland (corresponding author). ORCID: https://orcid.org/0000-0001-8097-3803. Email: [email protected]
Assistant Professor, Faculty of Building Services, Hydro and Environmental Engineering, Warsaw Univ. of Technology, Nowowiejska 20, 00-653 Warszawa, Poland. ORCID: https://orcid.org/0000-0001-7040-1625. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share