TECHNICAL PAPERS
Feb 1, 2002

Case Study: Dillon Dam Trashrack Damage

Publication: Journal of Hydraulic Engineering
Volume 128, Issue 2

Abstract

In 1986 the trashracks on the intake to the outlet works at Dillon Dam in Colorado were damaged due to filling the intake tunnel too rapidly. As the air from the tunnel was discharged through the intake structure, high velocities displaced two horizontal trashracks and removed one vertical trashrack from its guides. This damage was discovered through an underwater inspection in 1996. The addition of an air vent and the establishment of a filling procedure provided a solution to the problem. The quantity of air in the intake tunnel was reduced through the installation of a 102 mm (4 in.) diam air valve and 63.5 mm (212in.) vent hole in the crown of the intake tunnel at the control tower. Since the vent could not remove all the air in the tunnel, the tunnel was filled by opening the emergency gate 7.9 mm (516 in.) and letting the conduit fill over a 12 h period.

Get full access to this article

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

References

Martin, C. S. (1976). “Entrapped Air in Pipelines.” Proc., 2nd Int. Conf. on Pressure Surges, BHRA, Bedford, England.
Lee, N. H., and Martin, C. S. (1999). “Experimental and Analytical Investigation of Entrapped Air in a Horizontal Pipe,” Proc., 3rd ASME/JSME Joint Fluids Engineering Conf., 18–23 July, San Francisco, Paper No. FEDSM 99-6881.
Martin, C. S., and Lee, N. H. (2000). “Rapid Expulsion of Entrapped Air Through an Orifice.” BHR Group 2000 Pressure Surges.
Rouse, H. (1946). Elementary mechanics of fluids, Wiley, New York, 247.
Weldon, J. H. (2000). “Do You Have Air Vents on Your Dam’s Outlet Works?” Assoc. State Dam Safety Officials, 2000 West Region Annual Conf. and Technical Seminar, Portland, Ore.
Wylie, E. B., and Streeter, V. L. (1993). Fluid Transients in Systems, Prentice-Hall, Englewood Cliffs, N.J., 208–210.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 128Issue 2February 2002
Pages: 144 - 150

History

Received: Apr 30, 2001
Accepted: Oct 25, 2001
Published online: Feb 1, 2002
Published in print: Feb 2002

Permissions

Request permissions for this article.

Authors

Affiliations

H. T. Falvey, Dr.-Ing., M.ASCE
Henry T. Falvey and Associates, Inc., P.O. Box 4, Conifer, CO, 80433.
J. H. Weldon, P.E., M.ASCE
Denver Water, 1600 West 12th Ave., Denver, CO, 80254.

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