Technical Notes
May 15, 2012

Inception Point of Air Entrainment and Training Wall Characteristics of Baffles and Sills on Stepped Spillways

Publication: Journal of Hydraulic Engineering
Volume 138, Issue 12

Abstract

An experimental study of new proposed stepped-spillway configurations using sills or baffles on the step treads with sharp or rounded brinks is introduced to investigate the location of and the flow depth at inception point of air entrainment and the training wall height. The silled-shifted rounded spillway is recommended to be used in cavitation damages mitigation because it gives the smallest inception-point length among all spillways for large Froude numbers range. The baffled-edged spillway gives the largest inception-point depth among the spillways for large Froude numbers range and consequently, is not favourable. The baffled-shifted sharp spillway is the most efficient regarding the cost of construction because it gives the smallest training wall height among spillways for large Froude numbers range. The location and depth of inception point of air entrainment and the training wall height were expressed as functions of a so-called roughness Froude number in empirical equations to develop design guidance for the proposed spillway configurations.

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References

André, S., Matos, J., Boillat, J. L., and Schleiss, A. (2004). “Energy dissipation and hydrodynamic forces of aerated flow over macro-roughness linings for overtopped embankment dams.” Proc., Int. Conf. on Hydraulics of Dams and River Structures, Yazdandoost, F., and Attari, J., eds., Balkema, Rotterdam, Netherlands, 189–196.
Boes, R. M., and Hager, W. H. (2003a). “Two-phase flow characteristics of stepped spillways.” J. Hydraul. Eng., 129(9), 661–670.
Boes, R. M., and Hager, W. H. (2003b). “Hydraulic design of stepped spillways.” J. Hydraul. Eng., 129(9), 671–679.
Chamani, M. R., and Rajaratnam, N. (1999). “Characteristics of skimming flow over stepped spillways.” J. Hydraul. Eng., 125(4), 361–368.
Chanson, H. (1994). “Hydraulics of skimming flows over stepped channels and spillways.” J. Hydraul. Res., 32(3), 445–460.
Chanson, H. (2006). “Hydraulics of skimming flows on stepped chutes: The effects of inflow conditions.” J. Hydraul. Res., 44(1), 51–60.
Chinnarasri, C., and Wongwises, S. (2006). “Flow patterns and energy dissipation over various stepped chutes.” J. Irrig. Drain. Eng., 132(1), 70–76.
Christodoulou, G. C. (1993). “Energy dissipation on stepped spillways.” J. Hydraul. Eng., 119(5), 644–649.
Meireles, I., and Matos, J. (2009). “Skimming flow in stepped spillways.” J. Hydraul. Eng., 135(8), 685–689.
Peterka, A. J. (1953). “The effect of entrained air on cavitation pitting.” Proc., 5th IAHR Congress, Joint meeting paper, IAHR/ASCE, Minneapolis, 507–518.
Peyras, L., Royet, P., and Degoutte, G. (1992). “Flow and energy dissipation over stepped gabion weirs.” J. Hydraul. Eng., 118(5), 707–717.
Relvas, A. T., and Pinheiro, A. N. (2011). “Stepped chutes lined with wedge-shaped concrete blocks: Hydrodynamic pressures on blocks and stability analysis.” Can. J. Civ. Eng., 38(3), 338–349.
Rhone, T. J. (1977). “Baffled apron as spillway energy dissipator.” J. Hydraul. Eng., 103(12), 1391–1401.
Sorensen, R. M. (1985). “Stepped spillway hydraulic model investigation.” J. Hydraul. Eng., 111(12), 1461–1472.
Zare, H. K., and Doering, C. D. (2012). “Energy dissipation and flow characteristics of baffles and sills on stepped spillways.” J. Hydraul. Res., 50(2), 192–199.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 138Issue 12December 2012
Pages: 1119 - 1124

History

Received: Jun 5, 2011
Accepted: May 11, 2012
Published online: May 15, 2012
Published in print: Dec 1, 2012

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Authors

Affiliations

Assistant Professor, Civil Engineering Dept., Assiut Univ., Assiut, Egypt; formerly, Postdoctoral Fellow, Hydraulics Research and Testing Facility (HRTF), Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Manitoba, Canada, R3T 5V6 (corresponding author). E-mail: [email protected]
J. C. Doering [email protected]
Hydraulics Research and Testing Facility (HRTF), Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Manitoba, Canada, R3T 5V6. E-mail: [email protected]

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