TECHNICAL NOTES
Mar 23, 2011

Rooster Tail Wave Hydraulics of Chutes

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 9

Abstract

Supercritical flow below chute piers generates an aerated flow known as rooster tail. Their behavior varies along the spillway or chute for different Froude numbers. This paper aims to analyze the effect of various parameters including the Froude number, approach flow depth, chute pier width, and presence of a deflector ramp on the rooster tail geometry. Aerator systems, which generally include deflectors in chutes, are effective in the generation of rooster tails. The interaction between a deflector and supercritical flow of chutes causes a higher rooster tail. New equations define the rooster tail geometry in the presence of a deflector. The air concentration profile was measured and the effects of deflectors on the air entrainment were studied.

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References

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Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 9September 2011
Pages: 1085 - 1088

History

Received: Sep 24, 2010
Accepted: Jan 28, 2011
Published online: Mar 23, 2011
Published in print: Sep 1, 2011

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Authors

Affiliations

Stefano Pagliara [email protected]
Professor, Dept. of Civil Engineering, Univ. of Pisa, Via Gabba 22, 56126 Pisa, Italy (corresponding author). E-mail: [email protected]
Sahameddin Mahmoudi Kurdistani, A.M.ASCE
Ph.D. Student, Dept. of Civil Engineering, Univ. of Pisa, Via Gabba 22, 56126 Pisa, Italy.
Thendiyath Roshni
Ph.D. Student, Dept. of Civil Engineering, Univ. of Pisa, Via Gabba 22, 56126 Pisa, Italy.

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