TECHNICAL NOTES
Mar 30, 2010

Geysering in Rapidly Filling Storm-Water Tunnels

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 1

Abstract

Events that are referred to as geysers have been observed in storm-water or combined sewer systems and are associated with jets of water rising through manholes to a considerable distance above the ground surface. Visual observations suggest that air may be a significant component of the jet. The mechanisms of geyser occurrence have been previously assumed to originate in inertial oscillations that force water up through vertical ventilation shafts. Recent laboratory investigations indicate that geyser formation is associated with the release of trapped air pockets through partially filled vertical shafts. Pressure data from a storm-water tunnel subject to infrequent geyser events is presented to indicate that measured piezometric heads adjacent to the ventilation shaft never increase to levels approaching the ground surface during a geyser event suggesting that air interactions must be an important part of the process. It is concluded that system design to avoid geyser formation must include the consideration of trapped air within the tunnel system.

Get full access to this article

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

Acknowledgments

The writers would like to acknowledge the cooperation of Dr. Christopher Ellis (with the St. Anthony Falls Hydraulics Laboratory) and Bruce Irish of the Minnesota Department of Transportation in providing the field data used in this manuscript.

References

Benjamin, T. B. (1968). “Gravity currents and related phenomena.” J. Fluid Mech., 31(2), 209–248.
Davies, R. M., and Taylor, G. I. (1950). “The mechanics of large bubbles rising through extended liquids and through liquids in tubes.” Proc. R. Soc. London, A 200, 375–390.
Guedes de Carvalho, J. R. F., Talaia, M. A. R., and Ferreira, M. J. F. (2000). “Flooding instability of high-density gas slugs rising in vertical tubes filled with water.” Chem. Eng. Sci., 55, 3785–3802.
Guo, Q. (1989).“Geysering in urban storm drainage systems.” Proc., XXIII IAHR Congress, National Research Council, Ottawa, S75–S81.
Guo, Q., and Song, C. S. S. (1991). “Dropshaft hydrodynamics under transient conditions.” J. Hydraul. Eng., 117(8), 1042–1055.
Izquierdo, J., Fuertes, V. S., Cabrera, E., Iglesias, P. L., and Garcia-Serra, J. (1999). “Pipeline start-up with en-trapped air.” J. Hydraul. Res., 37(5), 579–590.
Li, J., and McCorquodale, A. (1999). “Modeling mixed flow in storm sewers.” J. Hydraul. Eng., 125(11), 1170–1180.
Nielsen, K. D., and Davis, A. L. (2009). “Air migration analysis of the Terror Lake tunnel,” Proc., 33rd IAHR Congress, IAHR, Madrid, 262–268.
Vasconcelos, J. G. (2005). “Dynamic approach to the description of flow regime transition in stormwater systems.” Ph.D. thesis, The Univ. of Michigan, Ann Arbor, Mich.
Vasconcelos, J. G., and Wright, S. J. (2005). “Experimental investigation of surges in a stormwater storage tunnel.” J. Hydraul. Eng., 131(10), 853–861.
Vasconcelos, J. G., and Wright, S. J. (2006). “Mechanisms for air pocket entrapment in stormwater storage tunnels,” Proc., World Environmental and Water Resources Congress, ASCE, Reston, Va.
Wickenhäuser, M., and Kriewitz, C. R. (2009). “Air-water flow in downward inclined large pipe,” Proc., 33rd IAHR Congress, IAHR, Madrid, 5354–5361.
Wright, S. J., Lewis, J. L., and Vasconcelos, J. G. (2007) “Mechanisms for stormwater surges in vertical shafts.” Contemporary modeling of urban water systems, Chap. 5, Monograph 15, W. James, K. N. Irvine, E. A. McBean, R. E. Pitt, and S. J. Wright, eds., CHI, Guelph, Ontario, 109–132.
Wright, S. J., Vasconcelos, J. G., Creech, C. T., and Lewis, J. W. (2008). “Flow regime transition mechanisms in rapidly filling stormwater storage tunnels.” Environ. Fluid Mech., 8, 605–616.
Zhou, F., Hicks, F. E., and Steffler, P. M. (2002). “Transient flow in a rapidly filling horizontal pipe containing trapped air.” J. Hydraul. Eng., 128(6), 625–634.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 1January 2011
Pages: 112 - 115

History

Received: Jun 24, 2008
Accepted: Mar 29, 2010
Published online: Mar 30, 2010
Published in print: Jan 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Steven J. Wright, M.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, The Univ. of Michigan, 113 EWRE, Ann Arbor, MI (corresponding author). E-mail: [email protected]
James W. Lewis, S.M.ASCE [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, The Univ. of Michigan, Ann Arbor, MI. E-mail: [email protected]
Jose G. Vasconcelos, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Auburn Univ., Auburn, AL. E-mail: [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