Case Studies
Mar 19, 2015

Air-Transport Processes in Tailrace Channels

Publication: Journal of Hydraulic Engineering
Volume 141, Issue 7

Abstract

Air-entrainment and detrainment processes in tailrace channels downstream of Pelton turbines were investigated in a physical laboratory model of the new hydropower plant Veytaux 2, Switzerland. These processes are mainly influenced by the emergent jet velocity of the Pelton turbine and the resulting air entrainment to the water cushion due to high-speed jet impact. The air demand in the turbine housing, and the air concentration and velocity distributions in the tailrace channel are analyzed. The project-specific results are generalized by additional investigations involving a simplified model geometry. A comparison with previous model and prototype data is presented. The results indicate that the deaeration length relative to the tailwater flow depth depends mainly on the jet Froude number made up by the emergent jet velocity relative to the tailwater propagation velocity, plus the water discharge, the tailwater cross-sectional area, and the presence or absence of a flow straightener at the tailrace-channel entrance.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors kindly thank the Forces Motrices Hongrin-Léman, represented by Gaël Micoulet, for excellent collaboration, and Christian Schneider for having conducted the measurements on the basic model during his Master’s thesis.

References

Arch, A. (2008). “Luftein- und Austragsprozesse bei Anlagen mit Peltonturbinen im Gegendruckbetrieb [Air entrainment and detrainment processes at hydropower plants with Pelton turbines using back-pressure operation].” Dissertation, TU Graz, Graz, Austria (in German).
Arch, A., and Mayr, D. (2006). “De-aeration of air–water flows in the tailwater channels of Pelton turbines.” Int. J. Hydropower Dams, 13(2), 106–110.
Boes, R. M., and Hager, W. H. (1998). “Fiber-optical experimentation in two-phase cascade flow.” Proc., Int. RCC Dams Seminar, K. Hansen, ed.
De Cesare, G., Bieri, M., Terrier, S., Candolfi, S., Wickenhäuser, M., and Micoulet, G. (2014). “Optimization of a shared tailrace channel of two pumped-storage plants by physical and numerical modeling.” Advances in hydroinformatics, P. Gourbesville, ed., Springer, Berlin, 291–305.
Erlach, J. M. (2012). “New Pelton concept: Up to six nozzles horizontal.” 17th Int. Seminar Hydropower Plants: Pumped Storage in the Context of Renewable Energy Supply, C. Bauer and E. Doujak, eds., Institute for Energy Systems and Thermodynamics, Vienna, Austria, 453–462.
Ervine, D. A., and Elsawy, E. M. (1975). “The effect of a falling nappe on river aeration.” Proc., 16th IAHR Congress, Vol. 3, IAHR, Delft, Netherlands, 390–397.
Giesecke, G., and Mosonyi, E. (2009). Wasserkraftanlagen: Planung, Bau und Betrieb [Hydropower plants: Design, construction and operation], Springer, Berlin (in German).
Kjølle, A. (2001). “Hydropower in Norway: Mechanical equipment.”, Norwegian Univ. of Science and Technology, Trondheim, Norway.
Kobus, H. (1984). “Local air entrainment and detrainment.” Proc., Symp. on Scale Effects in Modelling Hydraulic Structures, H. Kobus, ed., Vol. 4.10, Technische Akademie, Esslingen, Germany, 1–10.
Mosonyi, E. (1991). High-head power plants, Akadémiai Kiadó, Budapest, Hungary.
Osterwalder, J. (1966). “Tailwater depression of multi-jet impulse turbines.” Water Power, 18(9), 358–362.
Terrier, S., Bieri, M., De Cesare, G., and Schleiss, A. J. (2014). “Surge wave propagation in a common tailrace channel for two large pumped-storage plants.” J. Hydraul. Eng., 218–225.
Volkart, P. (1980). “The mechanism of air-bubble entrainment in self-aerated flow.” Int. J. Multiphase Flow, 6(5), 411–423.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 141Issue 7July 2015

History

Received: Feb 12, 2014
Accepted: Jan 19, 2015
Published online: Mar 19, 2015
Published in print: Jul 1, 2015
Discussion open until: Aug 19, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Hydraulic Engineer, Hetzer, Jäckli und Partner AG, CH-8610 Uster, Switzerland; formerly, VAW, ETH Zürich, CH-8093 Zürich, Switzerland. (corresponding author). E-mail: [email protected]
Adriano Lais [email protected]
Head of Hydraulic Structures Division, VAW, ETH Zürich, CH-8093 Zürich, Switzerland. E-mail: [email protected]
Willi H. Hager, F.ASCE [email protected]
Professor, VAW, ETH Zürich, CH-8093 Zürich, Switzerland. E-mail: [email protected]
Robert M. Boes [email protected]
Professor, Director VAW, ETH Zürich, CH-8093 Zürich, Switzerland. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share