TECHNICAL PAPERS
Apr 15, 2011

Geysering Generated by Large Air Pockets Released through Water-Filled Ventilation Shafts

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 5

Abstract

One potential problem affecting below-grade storm-water storage tunnels is the occurrence of geysering, which is defined as the return of conveyed water to grade. Most investigations to date have linked this occurrence with inertial oscillation of the water within vertical shafts. Another mechanism that can lead to geysering is the release of air and water through ventilation towers. This study presents a systematic investigation on geysering caused by the release of large air pockets through partially water-filled ventilation towers. Parameters considered in the study included the water level in the ventilation tower, air-phase pressure head, and ventilation tower diameter. An important parameter in geysering was the diameter of the ventilation tower. A simplified numerical model was developed to simulate the experiments; it was able to reproduce the essential features of the experiments.

Get full access to this article

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

References

Arai, K., and Yamamoto, K. (2003). “Transient analysis of mixed free-surface-pressurized flows with modified slot model (Part 1: Computational model and experiment).” Proc. 4th ASME-JSME Joint Fluids Engineering Conf., ASME, New York.
Batchelor, G. K. (1967). Introduction to fluid dynamics, Cambridge University Press, Cambridge, UK.
Baumbach, V., Hopfinger, E. J., and Cartellier, A. (2005). “The transient behavior of a large bubble in a vertical tube.” J. Fluid Mech., 524, 131–142.
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, Ser. A, 200(1062), 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(18), 3785–3802.
Guo, Q., and Song, C. S. S. (1990). “Surging in urban storm drainage systems.” J. Hydraul. Eng., 116(12), 1523–1537.
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 entrapped 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.
Press, W. H., Flannery, B. P., Teukolsky, S. A., and Vetterling, W. T. (1989). Numerical recipes in pascal, Cambridge University Press, Cambridge, UK.
Vasconcelos, J. G. (2005). “Dynamic approach to the description of flow regime transition in stormwater systems.” Ph.D. thesis, Univ. of Michigan, Ann Arbor, MI.
Vasconcelos, J. G., and Wright, S. J. (2006). “Mechanisms for air pockets entrapment in stormwater storage tunnels.” Proc. 2006 World Environmental and Water Resources Congress, ASCE, Reston, VA, Paper No. 40856-14275.
Wallis, G. B. (1969). “One-dimensional two-phase flow.” McGraw-Hill, New York.
Wright, S. J.,Lewis, J. W., and Vasconcelos, J. G. (2011). “Geysering in rapidly filling stormwater storage tunnels.” J. Hydraul. Eng., 137(1), 112–115.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 5May 2011
Pages: 543 - 555

History

Received: Jul 29, 2008
Accepted: Sep 27, 2010
Published online: Apr 15, 2011
Published in print: May 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Jose G. Vasconcelos, A.M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Auburn Univ., 238 Harbert Engineering Center, Auburn, AL, 36849 (corresponding author). E-mail: [email protected]
Steven J. Wright, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, 1351 Beal Ave., Ann Arbor, MI 48109. 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