Chapter
Apr 26, 2012

Physical Processes Resulting in Geyser Formation in Rapidly Filling Stormwater Tunnels

Publication: World Environmental and Water Resources Congress 2009: Great Rivers

Abstract

A significant concern in the design of large, underground conduits for storm or combined sewer systems is the avoidance of geyser formation, a phenomenon which involves the explosive release of water through vertical shafts. Current practice for transient analyses of these systems involves application of numerical models to simulate the rapid filling processes. Since these models do not consider interactions between the inflows and air being displaced during the filling process, it is felt that these models cannot predict geyser formation. Data from a large diameter stormwater tunnel in Minneapolis, Minnesota has been analyzed to determine the events that led to a series of observed geyser events. Data include pressure and velocity measurements within the tunnel that can be correlated with a videotape of the geyser events themselves. The pressure records are inconsistent with hydrostatic pressure lifting water to the ground surface. Features of the pressure records can be interpreted to indicate the release of large air pockets through the dropshaft. A qualitative comparison of these results with smaller scale laboratory experiments indicates similarities in the pressure responses. These results suggest that the entrapment of large air pockets is an important component to the geysering process and that tunnel design procedures need to properly account for these effects.

Get full access to this article

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

Information & Authors

Information

Published In

Go to World Environmental and Water Resources Congress 2009
World Environmental and Water Resources Congress 2009: Great Rivers
Pages: 1 - 10

History

Published online: Apr 26, 2012

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Steven J. Wright [email protected]
Member ASCE, Professor, Civil and Environmental Engineering, 113 EWRE, University of Michigan, Ann Arbor, MI 48109-2125. E-mail: [email protected]
James W. Lewis, Ph.D. [email protected]
Student, Civil and Environmental Engineering, The University of Michigan. E-mail: [email protected]
Jose G. Vasconcelos [email protected]
Professor, University of Brasilia, Brazil. 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 Paper
$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 Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share