Abstract

Air expulsion from an end-of-pipe orifice in a rapidly filling horizontal pipe is investigated experimentally and analytically in order to more completely characterize the system’s transient response. In particular, images of air–water patterns, air-volume variations, orifice flow regimes, and measured pressure histories are synchronized to elucidate the process of air expulsion. Air expulsion typically undergoes an early stage involving pressurization, expansion, and release of a portion of the initial air, events that generally occur even before the advancing water column reaches the pipe end. The next stage depends strongly on the orifice size. For a small discharge orifice, an oscillation of the residual air occurs with the discharge orifice being intermittently choked by water; by contrast, larger discharge orifices rapidly and completely expelled the air, often leading to high water-hammer pressures. Three distinct patterns of pressure oscillation are typically observed. With small orifices, the cushioning effect of the initial air tends to dominate, whereas slightly larger orifices lead to a more complex process of expulsion and more persistent and larger pressure oscillations. Even larger orifices often lead to severe water-hammer pressures. Thus, smaller orifices tend to result in smaller pressure fluctuations. As expected, both the initial-air volume and the inlet pressure significantly influence the transient response. A derived analytical model accurately captures the measured pressure oscillations during the intermittent release of residual air, including the water hammer that can arise due to suddenly arresting the liquid water column.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors gratefully acknowledge the financial support for this research from the National Natural Science Foundation of China (Grant Nos. 51679066 and 51839008), the Fundamental Research Funds for the Central Universities (Grant No. 2018B43114), Fok Ying Tong Education Foundation (Grant No. 161068), and the China Scholar Council (File No. 201806715024). A. Bergant acknowledges the support of Slovenian Research Agency (Project L2-1825 and Programme P2-0162).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 7July 2020

History

Received: Mar 19, 2019
Accepted: Jan 24, 2020
Published online: Apr 30, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 30, 2020

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Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China (corresponding author). ORCID: https://orcid.org/0000-0002-1750-6126. Email: [email protected]
Ph.D. Candidate, College of Water Conservancy and Hydropower Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China. ORCID: https://orcid.org/0000-0002-3313-713X. Email: [email protected]
Bryan Karney, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4. Email: [email protected]
Anton Bergant, Ph.D. [email protected]
Head, Dept. of Applied Research and Computations, Litostroj Power d.o.o., Litostrojska 50, Ljubljana 1000, Slovenia; Faculty of Mechanical Engineering., Univ. of Ljubljana, Aškerčeva 6, Ljubljana 1000, Slovenia. Email: [email protected]
Arris S. Tijsseling [email protected]
Associate Professor, Dept. of Mathematics and Computer Science, Eindhoven Univ. of Technology, P.O. Box 513, Eindhoven, MB 5600, Netherlands. Email: [email protected]
Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China. Email: [email protected]
Associate Professor, College of Energy and Electrical Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China. Email: [email protected]

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