TECHNICAL PAPERS
Jan 24, 2011

Determining Air Demand for Small- to Medium-Sized Embankment Dam Low-Level Outlet Works

Publication: Journal of Irrigation and Drainage Engineering
Volume 137, Issue 12

Abstract

Air vents in low-level outlet works are installed downstream of control gates or valves to mitigate subatmospheric pressures locally and reduce the potential for damaging cavitation. Published air-vent-sizing methods, which have been limited to large-dam outlet geometries (in-line vertical slide gate), are not applicable for small- to medium-sized embankment dam low-level outlet geometries in which the slide gate is installed on the upstream sloping face of the dam. The water-discharge and air-demand characteristics of a lab-scale low-level outlet works, with the inlet installed on a 3H:1V sloping floor (representing the upstream face of an embankment dam), were evaluated experimentally with respect to gate design (round or rectangular), gate opening, driving head, and outlet submergence; the results are reported herein. Discharge coefficients for predicting low-level outlet works discharge rates (vented or nonvented), and a methodology for air-vent sizing for small- to medium-sized embankment dams are also presented.

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Acknowledgments

Funding for this study was provided, in part, by the State of Utah through the Utah State Office of Dam Safety, United States Geological Survey (USGS), and the Utah State University through the Utah Water Research Laboratory (UWRL).

References

Campbell, F. B., and Guyton, B. (1953). “Air demand in gated outlet works.” Proc., 5th IAHR and ASCE Joint Conf., Reston, VA, 529–533.
Kalinske, A. A., and Robertson, J. W. (1943). “Closed conduit flow.” Trans. Am. Soc. Civ. Eng., 108, 1435–1447.
Ozkan, F., Baylar, A., and Ozturk, M. (2006). “Air entrainment and oxygen transfer in high-head gated conduits.” Proc. - Inst. Civ. Eng., Water Manage., 159(WM2), 139–143.
Sharma, H. R. (1976). “Air-entrainment in high head gated conduits.” J. Hydraul. Div., 102(HY11), 1629–1646.
Tullis, J. P. (1989). Hydraulic design of pipelines: Pumps, valves, cavitation, transients, Wiley, New York.
U.S. Army Corps of Engineers (USACE). (1964). “Hydraulic design criteria: Air demand-regulated outlet works.” Washington, DC.
U.S. Bureau of Reclamation (USBR). (1966). “Hydraulic model studies of the silver jack outlet works bypass, Bostwick Park Project.” Project Report, Denver.
Wisner, P. (1965). “On the role of the Froude criterion for the study of air entrainment in high velocity flows.” Proc., 11th IAHR Congress, Int. Association for Hydraulic Research, Madrid, Spain.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 137Issue 12December 2011
Pages: 793 - 800

History

Received: Jun 3, 2010
Accepted: Jan 21, 2011
Published online: Jan 24, 2011
Published in print: Dec 1, 2011

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B. P. Tullis, M.ASCE [email protected]
Associate Professor, Utah Water Research Laboratory, Dept. Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322 (corresponding author). E-mail: [email protected]
M.S. Student, Utah Water Research Laboratory, Dept. Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322. E-mail: [email protected]

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