TECHNICAL NOTES
Jul 25, 2011

Design Considerations for Fixed-Cone Valve with Baffled Hood

Publication: Journal of Hydraulic Engineering
Volume 138, Issue 2

Abstract

Fixed-cone valves (FCVs) are practical devices used to regulate flow at dams having medium to high heads. These valves are designed to safely reduce the flow energy by redirecting the pipe flow into a free-discharging conical jet and, under certain circumstances, through a hood or another containment structure to control the conical jet. However, the hood concentrates the jet and, consequently, the remaining energy. A relatively new hood design using baffle blocks has been successful in reducing the area required to contain and dissipate the jet energy. Although baffle blocks have previously been used in cylindrical FCV hoods, there is no established design standard for the placement and sizing of the blocks. This paper considers a design not previously documented in the literature for an FCV with a conventional hood that implements baffle blocks. The design analysis uses both computational fluid dynamics and physical modeling and compares the results.

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References

Beichley, C. L. (1966). “Hydraulic model studies of portage mountain low level outlet works.” Rep. No. Hyd-508, U.S. Bureau of Reclamation, Washington, DC.
Colgate, D. (1974). “Hydraulic model studies of the low-level outlet works, LC-2 development, Quebec, Canada.” REC-ERC-74-3, U.S. Bureau of Reclamation, Washington, DC.
FLOW-3D Version 9.0 [Computer software]. FLOW Science, Sante Fe, NM.
Helper, T. E., and Peck, H. W. (1989). “Energy dissipation structure for fixed-cone valves.” Proc., National Conf. on Hydraulic Engineering, ASCE, New York.
Hirt, C. W. (1992). “Volume-fraction techniques: powerful tools for flow modeling.” Rep. FSI-92-00-02, Flow Science, Santa Fe, NM.
Hirt, C. W., and Sicilian, J. M. (1985). “A porosity technique for the definition of obstacles in rectangular cell meshes.” Proc., 4th Int. Conf. on Numerical Ship Hydrodynamics, National Academy of Sciences (NAS), Washington, DC.
Johnson, M. C., and Dham, R. (2006). “Innovative energy-dissipating hood.” J. Hydr. Eng., 132(8), 759–764.
Johnson, M. C., Dham, R., Sagar, B. T. A., and Bergquist, J. (2001). “Valves to get out of a fix.” Int. Water Power Dam Constr., 53(7), 22–25.
Johnson, M. C., Pearman, J. E., and Lubben, R. (2005). “Designing outlet works around a relicense.” Proc., Association of State Dam Safety Officials, Association of State Dam Safety Officials, Lexington, KY.
Rusho, E. J. (1948). “Hydraulic model studies of the Enders dam spillway and outlet works—Missouri basin project.” Rep. No. Hyd-252, U.S. Bureau of Reclamation, Washington, DC.
Wei, W., Li, C., and Zhang, P. (2010). “2D numerical simulation of hydraulic characteristics around a fixed-cone valve.” Proc., Int. Conf. on Mechanic Automation and Control Engineering, MACE2010, IEEE, New York, 1859–1862.
Yakhot, V., and Orszag, S. A. (1986). “Renormalization group analysis of turbulence. I. Basic theory.” J. Sci. Comput., 1(1), 3.
Yamada, F., and Takikawa, K. (1999). “Improving the accuracy of free-surface recognition and conservation of mass for the volume of fluid method.” Proc., Int. Offshore and Polar Engineering Conf., Int. Society of Offshore and Polar Engineers, Mountain View, CA, 643–650.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 138Issue 2February 2012
Pages: 204 - 209

History

Received: Mar 2, 2011
Accepted: Jul 22, 2011
Published online: Jul 25, 2011
Published in print: Feb 1, 2012

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Authors

Affiliations

Dallin Stephens [email protected]
Graduate Researcher, UT Water Research Laboratory, Dept. of Civil Engineering, Utah State Univ., Logan, UT 84322-8200. E-mail: [email protected]
Michael C. Johnson, M.ASCE [email protected]
P.E.
Research Assistant Professor, UT Water Research Laboratory, Dept. of Civil Engineering, Utah State Univ., Logan, UT 84322-8200 (corresponding author). E-mail: [email protected]
Zachary B. Sharp [email protected]
Research Engineer, UT Water Research Laboratory, Dept. of Civil Engineering, Utah State Univ., Logan, UT 84322-8200. E-mail: [email protected]

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