Abstract

Entrapped air blocking the flow in pipeline systems is a common cause of increased pumping costs. At present, air is generally removed via valves or pipeline excavation and drilling. This becomes inefficient in large networks where the precise location of the air is unknown. Fluid transients are a potential tool for detecting and locating air in pipelines. The effect of a stationary air pocket part of the way along the pipe, which occupies the main flow path and acts as a blockage without causing a hydraulic jump or column separation, has not previously been studied experimentally. This paper presents experimental results for a transient pulse interacting with an in-line air pocket for a range of pocket sizes and system pressures. In accordance with the impedance theory, the reflective power of the air increases with pocket size. Other notable characteristics of the interaction include frequency-dependent transmissivity, an out-of-phase reflection, and a substantial reflection under zero base flow. These effects set air pockets apart from solid blockages, allowing a transient detection methodology to differentiate between the two cases, although they have similar effects at steady-state.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

We would like to thank the Hong Kong Research Grants Council for the theme-based research scheme (TRS) Grant No. T21-602/15R for supporting this research.

References

Brunone, B. 1999. “Transient test-based technique for leak detection in outfall pipes.” J. Water Resour. Plann. Manage. 125 (5): 302–306. https://doi.org/10.1061/(ASCE)0733-9496(1999)125:5(302).
Burrows, R., and D. Qiu. 1995. “Effect of air pockets on pipeline surge pressure.” Proc. Inst. Civ. Eng. Water Marit. Energy 112 (4): 349–361. https://doi.org/10.1680/iwtme.1995.28115.
Cabrera, E., J. Abreu, R. Pérez, and A. Vela. 1992. “Influence of liquid length variation on hydraulic transients.” J. Hydraul. Eng. 118 (12): 1639–1650. https://doi.org/10.1061/(ASCE)0733-9429(1992)118:12(1639).
Carlos, M., F. Arregui, E. Cabrera, and C. Palau. 2011. “Understanding air release through air valves.” J. Hydraul. Eng. 137 (4): 461–469. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000324.
Chaiko, M., and K. Brinckman. 2002. “Models for analysis of water hammer in piping with entrapped air.” J. Fluids Eng. 124 (1): 194–204. https://doi.org/10.1115/1.1430668.
Domenico, S. 1982. “Acoustic wave propagation in air-bubble curtains in water. Part I: History and theory.” Geophysics 47 (3): 345–353. https://doi.org/10.1190/1.1441340.
Duan, H., S. Meniconi, P. Lee, B. Brunone, and M. Ghidaoui. 2017. “Local and integral energy-based evaluation for the unsteady friction relevance in transient pipe flows.” J. Hydraul. Eng. 143 (7): 04017015. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001304.
Fuertes, V., E. Cabrera, J. Izquierdo, and P. Iglesias. 1999. “Peak pressure evaluation in pipelines with entrapped air pockets.” In Proc., 3rd ASME/JSME Joint Fluids Engineering Conf., New York: ASME.
Gong, J., A. R. Simpson, M. F. Lambert, A. C. Zecchin, Y.-I. Kim, and A. S. Tijsseling. 2013. “Detection of distributed deterioration in single pipes using transient reflections.” J. Pipeline Syst. Eng. Pract. 4 (1): 32–40. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000111.
Izquierdo, J., V. Fuertes, E. Cabrera, P. Iglesias, and J. Garcia-Serra. 1999. “Pipeline start-up with entrapped air.” J. Hydraul. Res. 37 (5): 579–590. https://doi.org/10.1080/00221689909498518.
Jang, N. W., S. M. Gracewski, B. Abrahamsen, T. Buttaccio, R. Halm, and D. Dalecki. 2009. “Natural frequency of a gas bubble in a tube: Experimental and simulation results.” J. Acoust. Soc. Am. 126 (1): 34–40. https://doi.org/10.1121/1.3152266.
Jönsson, L. 1985. “Maximum transient pressures in a conduit with check valve and air entrainment.” In Proc., Int. Conf. on the Hydraulics of Pumping Stations, 55–76. Cranfield, Bedford: BHR Group, Fluid Engineering Centre.
Karney, B., A. Malekpour, and J. Nault. 2015. “Metrics for the rapid assessment of transient severity in pipelines.” In Pipelines 2015, 815–824. Reston, VA: ASCE.
Karney, B. W. 1990. “Energy relations in transient closed-conduit flow.” J. Hydraul. Eng. 116 (10): 1180–1196. https://doi.org/10.1061/(ASCE)0733-9429(1990)116:10(1180).
Kim, Y. I. 2008. “Advanced numerical and experimental transient modelling of water and gas pipeline flows incorporating distributed and local effects.” Ph.D. thesis, School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide.
Lai, A., K. Hau, R. Noghrehkar, and R. Swartz. 2000. “Investigation of waterhammer in piping networks with voids containing non-condensable gas.” Nucl. Eng. Des. 197 (1–2): 61–74. https://doi.org/10.1016/S0029-5493(99)00257-5.
Lauchlan, C., M. Escarameia, R. May, R. Burrows, and C. Gahan. 2005. Air in pipelines. Wallingford, Oxfordshire: HR Wallingford.
Lee, N., and C. Martin. 1999. “Experimental and analytical investigation of entrapped air in a horizontal pipe.” In Proc., 3rd ASME/JSME Joint Fluids Engineering Conf., 18–23. New York: ASME.
Lee, N. H. 2005. “Effect of pressurization and expulsion of entrapped air in pipelines.” Ph.D. thesis, School of Civil and Environmental Engineering, Georgia Institute of Technology.
Lee, T. 1991. “Numerical computation of fluid pressure transients in pumping installations with air entrainment.” Int. J. Numer. Methods Fluids 12 (8): 747–763. https://doi.org/10.1002/fld.1650120805.
Leighton, T., D. Ramble, A. Phelps, C. Morfey, and P. Harris. 1998. “Acoustic detection of gas bubbles in a pipe.” Acta Acustica united with Acustica 84 (5): 801–814.
Martin, C. 1976. “Entrapped air in pipelines.” In Vol. 2 of Proc., 2nd Int. Conf. on Pressure Surges, 15–27. Bedford, UK: British Hydromechanics Research Association Bedford.
Meniconi, S., B. Brunone, and M. Ferrante. 2011. “In-line pipe device checking by short-period analysis of transient tests.” J. Hydraul. Eng. 137 (7): 713–722. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000309.
Meniconi, S., B. Brunone, M. Ferrante, and C. Capponi. 2016. “Mechanism of interaction of pressure waves at a discrete partial blockage.” J. Fluids Struct. 62 (Apr): 33–45. https://doi.org/10.1016/j.jfluidstructs.2015.12.010.
National Research Council. 1982. Vol. 4 of Drinking water and health. Washington, DC: National Academies Press.
Ocasio, J. 1976. Pressure surging associated with pressurization of pipelines containing entrapped air. Atlanta: School of Civil Engineering, Georgia Institute of Technology.
Office of the Auditor-General. 2010. Local authorities: Planning to meet the forecast demand for drinking water. Wellington, New Zealand: New Zealand Government.
Pozos, O. 2007. Investigation on the effects of entrained air in pipelines. Stuttgart, Germany: Univ. of Stuttgart.
Pozos, O., C. A. Gonzalez, J. Giesecke, W. Marx, and E. A. Rodal. 2010. “Air entrapped in gravity pipeline systems.” J. Hydraul. Res. 48 (3): 338–347. https://doi.org/10.1080/00221686.2010.481839.
Pozos-Estrada, O. 2018. “Investigation of the combined effect of air pockets and air bubbles on fluid transients.” J. Hydroinf. 20 (2): 376–392. https://doi.org/10.2166/hydro.2017.018.
Spellman, F. R. 2013. Handbook of water and wastewater treatment plant operations. Boca Raton, FL: CRC Press.
Vasconcelos, J. G., and G. M. Leite. 2012. “Pressure surges following sudden air pocket entrapment in storm-water tunnels.” J. Hydraul. Eng. 138 (12): 1081–1089. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000616.
Wylie, E. B., V. L. Streeter, and L. Suo. 1993. Vol. 1 of Fluid transients in systems. Englewood Cliffs, NJ: Prentice Hall.
Young, F. R. 1999. Cavitation. Singapore: World Scientific.
Zhou, F. 2000. “Effects of trapped air on flow transients in rapidly filling sewers.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Alberta.
Zhou, F., F. Hicks, and P. Steffler. 2002. “Transient flow in a rapidly filling horizontal pipe containing trapped air.” J. Hydraul. Eng. 128 (6): 625–634. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:6(625).
Zhou, L., D. Liu, B. Karney, and Q. Zhang. 2011. “Influence of entrapped air pockets on hydraulic transients in water pipelines.” J. Hydraul. Eng. 137 (12): 1686–1692. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000460.
Zielke, W. 1968. “Frequency-dependent friction in transient pipe flow.” J. Basic Eng. 90 (1): 109–115. https://doi.org/10.1115/1.3605049.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 3March 2020

History

Received: Aug 22, 2018
Accepted: Jul 16, 2019
Published online: Dec 19, 2019
Published in print: Mar 1, 2020
Discussion open until: May 19, 2020

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Jane M. Alexander [email protected]
Ph.D. Student, Dept. of Civil and Natural Resources Engineering, College of Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8020, New Zealand (corresponding author). Email: [email protected]
Professor, Dept. of Civil and Natural Resources Engineering, College of Engineering, Univ. of Canterbury, Christchurch 8020, New Zealand. ORCID: https://orcid.org/0000-0001-5282-5758
Mark Davidson
Professor, Dept. of Civil and Natural Resources Engineering, College of Engineering, Univ. of Canterbury, Christchurch 8020, New Zealand.
Zhao Li
Research Fellow, Dept. of Civil and Natural Resources Engineering, College of Engineering, Univ. of Canterbury, Christchurch 8020, New Zealand.
Ross Murch
Professor, Dept. of Electronic and Computer Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon 999077, Hong Kong.
Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon 999077, Hong Kong. ORCID: https://orcid.org/0000-0002-9200-904X
Silvia Meniconi
Associate Professor, Dipartimento di Ingegneria Civile ed Ambientale, Università degli Studi di Perugia, Perugia 06123, Italy.
Professor, Dipartimento di Ingegneria Civile ed Ambientale, Università degli Studi di Perugia, Perugia 06123, Italy. ORCID: https://orcid.org/0000-0002-7106-2116

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