TECHNICAL NOTES
Dec 1, 2006

Physical and Numerical Comparison of Flow over Ogee Spillway in the Presence of Tailwater

Publication: Journal of Hydraulic Engineering
Volume 132, Issue 12

Abstract

Data obtained from two physical models were compared to the results obtained from numerical model investigations of two ogee-crested spillways. In 2001, Savage and Johnson investigated ogee-crested spillways without the effect of tailwater; the present study includes the influence of tailwater on the spillway. The comparison showed that numerical modeling can accurately predict the rate of flow over the spillway and the pressure distribution on the spillway. The results of this study provide users of numerical models performance information that can be used to aid them in determining which tool to use to effectively analyze dams and their associated spillways.

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References

Bradley, J. N. (1945). “Studies of flow characteristics, discharge and pressures relative to submerged dams.” Hydraulic Laboratory Rep. No. 182, Denver.
Causon, D. M., Mingham, C. G., and Ingram, D. M. (1999). “Advances in calculation methods for supercritical flow in spillway channels.” J. Hydraul. Eng., 125(10), 1039–1050.
Harleman, D. R. F., Wagner, W. E., and Barnes, S. M. (1963). “Bibliography on the hydraulic design of spillways.” J. Hydr. Div., 89(4), 117–139.
Hirt, C. W. (1992). “Volume-fraction techniques: Powerful tools for flow modeling.” Flow Science Rep. No. FSI-92-00-02, Flow Science, Inc., Santa Fe, N.M.
Hirt, C. W., and Nicholes, B. D. (1981). “Volume of fluid (VOF) method for the dynamics of free boundaries.” J. Comput. Phys., 39, 201–225.
Krüger, S., Bürgisser, M., and Rutschmann, P. (1998). “Advances in calculating supercritical flow in spillway contractions.” Hydroinformatics 1998, Vol. 1, V. Babovic and L. Larsen, eds., Copenhagen, Denmark, 163–170.
Maynord, S. T. (1985). “General spillway investigation.” Technical Rep. No. HL-85-1, Dept. of the Army, Waterways Experiment Station, Corps of Engineers, Vicksburg, Miss.
Rahman, M., and Chaudry, H. M. (1997). “Computation of flow in open-channel flow.” J. Hydraul. Res., 35(2), 243–256.
Savage, B., and Johnson, M. (2001). “Flow over ogee spillway: Physical and numerical model case study.” J. Hydraul. Eng., 127(8), 640–649.
Shany, M. B. (1950). “Pressure distribution on the downstream face of a submerged weir.” Thesis, State Univ. of Iowa.
Stelle, W. W., Rubin, D. I., and Buhac, H. J. (1983). “Stability of concrete dam: Case history.” J. Energy Eng., 109(3), 165–180.
U.S. Army Corp of Engineers (USACE). (1990). “Hydraulic design of spillways.” EM 1110-2-1603, Dept. of the Army, Washington, D.C.
U.S. Army Corps of Engineers (USACE). (1995). “Gravity dam design.” EM 1110-2-2200, Dept. of the Army, Washington, D.C.
U.S. Bureau of Reclamation (USBR). (1977/1987). Design of small dams, U.S. Government Printing Office, Washington, D.C.
Versteeg, H. K., and Malalasekera, W. (1996). An introduction to computational fluid dynamics, Longman Scientific and Technical, New York.
Yakhot, V., and Orszag, S. A. (1986). “Renormalization group analysis of turbulence. I: Basic theory.” J. Sci. Comput., 1(1), 1–51.
Yakhot, V., and Smith, L. M. (1992). “The renormalization group, the expansion and derivation of turbulence models.” J. Sci. Comput., 7(1), 35–61.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 132Issue 12December 2006
Pages: 1353 - 1357

History

Received: Sep 14, 2004
Accepted: Dec 16, 2005
Published online: Dec 1, 2006
Published in print: Dec 2006

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Authors

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Michael C. Johnson, M.ASCE
Research Assistant Professor, Utah Water Research Laboratory, Dept. of Civil Engineering, Utah State Univ., Logan, UT 84322-8200.
Bruce M. Savage, M.ASCE
Assistant Professor, Dept. of Civil Engineering, Idaho State Univ., Pocatello, ID 83209.

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