Technical Papers
Nov 30, 2019

Experimental Study on Stormwater Geyser in Vertical Shaft above Junction Chamber

Publication: Journal of Hydraulic Engineering
Volume 146, Issue 2

Abstract

Stormwater geysers are commonly observed as explosive releases of air-water mixtures from municipal systems, which can cause property damages and human safety concerns. In Edmonton, Alberta, Canada, a number of geyser events were reported in recent years from a 27-m-deep vertical shaft above a junction chamber connecting a 3.5-m-diameter incoming pipe to an outgoing pipe with a 4-m drop. To understand the conditions for the geyser formation and select suitable mitigation methods, an experimental study was conducted using a simplified conceptual 1:20 scaled model. Three series of experiments were conducted with a sudden increase of the inflow rate and different initial flow conditions: Series A with an initial downstream open-channel flow, and Series B and C, both with an initial downstream full-pipe flow, but an air pocket was deliberately entrapped in the upstream pressurized pipe in Series C. A geyser was not observed in Series A mainly due to the available large outflow capacity in the downstream pipe. With the downstream pipe initially full, a geyser event was observed in Series B as pressure surged in the chamber caused by the increased flow rate. Severe geyser events were observed in Series C, with the first phase triggered by the transient pressure wave and the second phase triggered by air released from the air pocket. The relationship between the measured maximum pressure and the geyser height was established. An analytical model is proposed for predicting the magnitude and period of the pressure oscillation induced by the sudden inflow rate increase. The amount of water splashed out of the riser was also measured.

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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 (experimental measurements).

Acknowledgments

The authors gratefully acknowledge the financial support from Natural Sciences and Engineering Research Council (NSERC) of Canada, the City of Edmonton/EPCOR Utilities, Inc., and Stantec, Inc. The authors would also like to thank Mr. Perry Fedun for technical support, and Mr. Jiachun Liu and Mr. Yu Qian for help during the various stages of this research. The authors also thank Mr. John Ryalls for his permission to use his photo.

References

Chan, S. N., J. Cong, and J. H. W. Lee. 2018. “3D numerical modeling of geyser formation by release of entrapped air from horizontal pipe into vertical shaft.” J. Hydraul. Eng. 143 (9): 04017071. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001416.
Cong, J., S. N. Chan, and J. H. W. Lee. 2017. “Geyser formation by release of entrapped air from horizontal pipe into vertical shaft.” J. Hydraul. Eng. 143 (9): 04017039. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001332.
Davis, R. M., and F. R. S. Taylor. 1950. “The mechanics of large bubbles rising through extended liquids and through liquids in tubes.” Proc. R. Soc. London, Ser. A 200 (1062): 375–390. https://doi.org/10.1098/rspa.1950.0023.
Guo, Q., and C. S. Song. 1990. “Surging in urban storm drainage systems.” J. Hydraul. Eng. 116 (12): 1523–1537. https://doi.org/10.1061/(ASCE)0733-9429(1990)116:12(1523).
Guo, Q., and C. S. S. Song. 1991. “Dropshaft hydrodynamics under transient conditions.” J. Hydraul. Eng. 117 (8): 1042–1055. https://doi.org/10.1061/(ASCE)0733-9429(1991)117:8(1042).
Hamam, M. A., and J. A. McCorquodale. 1982. “Transient conditions in the transition from gravity to surcharged sewer flow.” Can. J. Civ. Eng. 9 (2): 189–196. https://doi.org/10.1139/l82-022.
Huang, B. 2017. “Study on geysers in urban drainage systems.” Ph.D. thesis, Dept. of Hydraulic Engineering, Nanjing Hydraulic Research Institute.
Huang, B., S.-Q. Wu, D. Z. Zhu, and H. E. Schulz. 2018. “Experimental study of geysers through a vent pipe connected to flowing sewers.” Water Sci. Tech. 2017 (1): 66–76. https://doi.org/10.2166/wst.2018.085.
Lewis, J., and S. J. Wright. 2012. “Air-water interactions that generate large water lift through vertical shafts in stormwater conduits.” J. Water Manage. Model. 20 (R245-02): 21–44. https://doi.org/10.14796/JWMM.R245-02.
Lewis, J. M. 2011. “A physical investigation of air/water interactions leading to geyser events in rapid filling pipelines.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Michigan.
Li, J., and J. A. McCorquodale. 1999. “Modelling mixed flow in storm sewers.” J. Hydraul. Eng. 125 (11): 1170–1180. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:11(1170).
Li, L., and D. Z. Zhu. 2018. “Modulation of the transient pressure by air pocket in a horizontal pipe with an end orifice.” Water Sci. Technol. 77 (10): 2528–2536. https://doi.org/10.2166/wst.2018.213.
Muller, K. Z., J. Wang, and J. G. Vasconcelos. 2017. “Water displacement in shafts and geysering created by uncontrolled air pocket release.” J. Hydraul. Eng. 143 (10): 04017043. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001362.
Qian, Y., D. Z. Zhu, L. Liu, W. Shao, S. Edwini-Bonsu, and F. Zhou. Forthcoming. “Numerical and experimental study on mitigation of storm geysers in Edmonton, Alberta, Canada.” J. Hydraul. Eng.
Vasconcelos, J. G., and S. J. Wright. 2006. “Mechanisms for air pocket entrapment in stormwater storage tunnels.” In Proc., World Environmental Water Research Congress. Reston, VA: ASCE.
Vasconcelos, J. G., and S. J. Wright. 2011. “Geysering generated by large air pockets released through water-filled ventilation shafts.” J. Hydraul. Eng. 137 (5): 543–555. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000332.
Wright, S. J., J. W. Lewis, and J. G. Vasconcelos. 2011a. “Geysering in rapidly filling storm-water tunnels.” J. Hydraul. Eng. 137 (1): 112–115. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000245.
Wright, S. J., J. W. Lewis, and J. G. Vasconcelos. 2011b. “Physical processes resulting in geysers in rapidly filling storm-water tunnels.” J. Irrig. Drain. Eng. 137 (3): 199–202. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000176.
Wylie, E. B., V. L. Streeter, and L. Suo. 1993. Fluid transients in system. New York: Prentice Hall.
Zhou, F., F. E. Hicks, and P. M. 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, and C. Ou. 2011. “Simulation of flow transients in a water filling pipe containing entrapped air pocket with VOF model.” Eng. Appl. Comput. Fluid Mech. 5 (1): 127–140.

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

History

Received: Feb 1, 2019
Accepted: May 24, 2019
Published online: Nov 30, 2019
Published in print: Feb 1, 2020
Discussion open until: Apr 30, 2020

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Authors

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M.Sc. Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2. ORCID: https://orcid.org/0000-0002-5632-5475. Email: [email protected]
Weiyun Shao [email protected]
Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2. Email: [email protected]
David Z. Zhu, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada, T6G 2W2; Professor, Dept. of Civil Engineering, Ningbo Univ., Zhejiang 315211, China (corresponding author). Email: [email protected]

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