Technical Notes
Mar 15, 2013

Deflector Effect on Chute Flow

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Publication: Journal of Hydraulic Engineering
Volume 139, Issue 4

Abstract

Jet deflection and energy dissipation of ski jumps guarantee the safety of hydraulic structures. Deflectors on spillways and bottom outlets are mostly complex constructions. The aim of this study is to find simple-shaped deflectors allowing for jet deflection into the tailwater, thereby characterizing the parameters of the trajectory under different approach flow conditions. The test program included eight right-angled tetrahedrons and two vertical plate deflectors. A systematic variation of the approach flow depth and Froude number, in combination with different deflector alignments, resulted in basic principles for deflector design. To study scale effects caused by viscosity and surface tension, three symmetric deflectors were tested as a model family at different approach flow depths. The results indicate the importance of the approach flow Froude number and the relative deflector height on the jet trajectory. The relevant jet parameters, including the deflection angle, the maximum jet elevation, and the jet impact onto the tailwater channel, are specified.

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Acknowledgments

The authors thank Michael Kurmann for having conducted the tests during his master’s thesis.

References

Chaudhry, M. H. (1993). Open-channel flow, Prentice Hall, Englewood Cliffs, NJ.
Hager, W. H. (2010). Wastewater hydraulics, theory and practice, 2nd Ed., Springer, Berlin.
Heller, V. (2011). “Scale effects in physical hydraulic engineering models.” J. Hydraul. Res., 49(3), 293–306.
Khatsuria, R. M. (2005). Hydraulics of spillways and energy dissipators, Marcel Dekker, New York.
Lowe J., III, and Scherich, E. T. (1988). “Special design considerations—Channel erosion.” Advanced dam engineering for design, construction, and rehabilitation, R. B. Jansen, ed., Van Nostrand Reinhold, New York.
Novak, P., Guinot, V., Jeffrey, A., and Reeve, D. E. (2010). Hydraulic modelling— An introduction, Spon Press, Abingdon, UK.
Şentürk, F. (1994). Hydraulics of dams and reservoirs, Water Resources Publications, Highlands Ranch, CO.
Sigloch, H. (2009). TechnischeFluidmechanik, Springer, Berlin (in German).
Steiner, R., Heller, V., Hager, W. H., and Minor, H.-E. (2008). “Deflector ski jump hydraulics.” J. Hydraul. Eng., 134(5), 562–571.
U.S. Bureau of Reclamation (USBR). (1978). “Hydraulic design of stilling basins and energy dissipators.” Engineering Monograph No. 25, Denver.
Vischer, D. L., and Hager, W. H. (1998). Dam hydraulics, Wiley, Chichester, UK.

Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 4April 2013
Pages: 444 - 449

History

Received: Oct 21, 2011
Accepted: Jun 20, 2012
Published online: Mar 15, 2013
Published in print: Apr 1, 2013

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Authors

Affiliations

Hydraulic Engineer, ETH Zurich, CH-8092, Zurich, Switzerland (corresponding author). E-mail: [email protected]
Willi H. Hager [email protected]
F.ASCE
Professor, Laboratory of Hydraulics, Hydrology and Glaciology, ETH Zurich, CH-8092, Zurich, Switzerland. E-mail: [email protected]
Robert M. Boes [email protected]
Professor and Director, Laboratory of Hydraulics, Hydrology and Glaciology, ETH Zurich, CH-8092, Zurich, Switzerland. E-mail: [email protected]

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