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May 14, 2010

Chute Aerators. I: Air Transport Characteristics

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Publication: Journal of Hydraulic Engineering
Volume 136, Issue 6

Abstract

Chutes with flow velocities in excess of some 20 to 30 m/s are usually prone to cavitation damage. Therefore, these flows are aerated using chute aerators. The current literature describes the aerator efficiency mainly in terms of the air entrainment coefficient as the ratio of the entrained air and the water discharges. However, this global coefficient neither specifies the air distribution nor its detrainment rate. The present investigation focuses on the flow structure and the air transport downstream of chute aerators. Systematic hydraulic model tests were conducted including a data analysis of the spatial air concentration distribution in both the near and the far aerator fields. Based on these, three flow zones were introduced, namely: (1) jet zone; (2) reattachment and spray zone; and (3) far-field zone. It was further found that aerators have primarily an effect on the average air concentration, whereas the increase of the bottom air concentration is typically small.

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Acknowledgments

The writers gratefully acknowledge the support of Professor Dr. H.-E. Minor, ETH Zurich, and of Professor Dr. A. Schleiss, EPFL Lausanne. The first writer was financially supported by the Swiss National Science Foundation (SNF) under Grants Nos. UNSPECIFIED200021-101548 and UNSPECIFIED200020-113448.

References

Balaguer, G. (1992). “Sohlenbelüfter in Schussrinnen: Ergänzende Untersuchungen zur Bemessung (Chute aerators: Additional investigation related to design criterions).” Ph.D. thesis, Universität Fridericiana, Karlsruhe (in German).
Boes, R. M. (2000). “Scale effects in modelling two-phase stepped spillway flow.” Hydraulics of stepped spillways, H. E. Minor and W. H. Hager, eds., Balkema, Rotterdam, The Netherlands, 53–60.
Chanson, H. (1988). “Study of air entrainment and aeration devices on spillway model.” Ph.D. thesis, Univ. of Canterbury, Christchurch.
Chanson, H. (1989). “Study of air entrainment and aeration devices.” J. Hydraul. Res., 27(3), 301–319.
Chanson, H. (1994). “Aeration and deaeration at bottom aeration devices on spillways.” Can. J. Civ. Eng., 21(3), 404–409.
Chanson, H. (2009). “Turbulent air-water flows in hydraulic structures: Dynamic similarity and scale effects.” Environ. Fluid Mech., 9, 125–142.
Ervine, D. A., and Falvey, H. T. (1987). “Behavior of turbulent water jets in the atmosphere and in plunge pools.” Proc. Inst. Civ. Eng., 83(1), 295–314.
Falvey, H. T. (1990). “Cavitation in chutes and spillways.” Engineering monograph, 42, USBR, Denver.
Gaskin, S., Aubel, T., and Holder, G. (2003). “Air demand for a ramp-offset aerator as a function of spillway slope, ramp angle and Froude number.” Proc., 30th IAHR Congress, D, Thessaloniki, Greece, 719–724.
Hager, W. H., and Pfister, M. (2009). “Historical advance of chute aerators.” 33rd IAHR Congress, Vancouver, 5827–5834.
Khatsuria, R. M. (2004). Hydraulics of spillways and energy dissipators, Marcel Dekker, New York.
Kobus, H. (1984). “Local air entrainment and detrainment.” Proc., Symp. on Scale Effects in Modelling Hydraulic Structures, H. Kobus, ed., 4(10), 1–10, Technische Akademie, Esslingen.
Kökpinar, M. A., and Göğüş, M. (2002). “High-speed jet flows over spillway aerators.” Can. J. Civ. Eng., 29(6), 885–898.
Koschitzky, H. -P. (1987). “Dimensionierungskonzept für Sohlbelüfter in schussrinnen zur vermeidung von kavitationsschäden (Design concept for chute aerators to avoid cavitation damage).” Mitteilung, 65, Institut für Wasserbau, TU, Stuttgart (in German).
Kramer, K. (2004). “Development of aerated chute flow.” Mitteilung, 183, H. -E. Minor, ed., Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH, Zurich.
Kramer, K., and Hager, W. H. (2005). “Air transport in chute flows.” Int. J. Multiphase Flow, 31(10–11), 1181–1197.
Marcano, A., and Castillejo, N. (1984). “Model-prototype comparison of aeration devices of Guri dam spillway.” Scale effects in modelling hydraulic structures, H. Kobus, ed., 4(6), 1–5, Technische Akademie, Esslingen.
Ohnesorge, W. (1936). “Die Bildung von Tropfen an Düsen und die Auflösung flüssiger Strahlen (Drops at nozzles and disintegration of jets).” Z. Angew. Math. Mech., 16(6), 355–358 (in German).
Pan, S., and Shao, Y. (1984). “Scale effects in modeling air demand by a ramp slot.” Scale effects in modelling hydraulic structures, H. Kobus, ed., 4(7), 1–5, Technische Akademie, Esslingen.
Peterka, A. J. (1953). “The effect of entrained air on cavitation pitting.” Proc., IAHR—ASCE Joint Conf. Int. Hydraulics Convention, Minneapolis, 507–518.
Pfister, M. (2008a). “Schussrinnenbelüfter: Lufttransport ausgelöst durch interne Abflussstruktur [Chute aerators: Air transport due to internal flow structure].” Mitteilung, 203, H. -E. Minor, ed., Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH, Zurich (in German).
Pfister, M. (2008b). “Discussion of ‘Bubbles and waves description of self-aerated spillway flow.’” J. Hydraul. Res., 46(3), 420–423.
Pfister, M., and Hager, W. H. (2009). “Deflector-generated jets.” J. Hydraul. Res., 47(4), 466–475.
Pfister, M., and Hager, W. H. (2010). “Chute aerators. II: Hydraulic design.” J. Hydraul. Eng., 136(6), 360–367.
Pinto, N. L. (1984). “Model evaluation of aerators in shooting flow.” Scale effects in modelling hydraulic structures, H. Kobus, ed., 4(2), 1–6, Technische Akademie, Esslingen.
Pinto, N. L., Neidert, S. H., and Ota, J. J. (1982). “Aeration at high velocity flows.” Int. Water Power Dam Constr., 34(2), 34–38.
Rutschmann, P. (1988). “Belüftungseinbauten in Schussrinnen (Chute additions for air entrainment).” Mitteilung, 97, D. Vischer, ed., Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH, Zurich (in German).
Rutschmann, P., and Hager, W. H. (1990). “Air entrainment by spillway aerators.” J. Hydraul. Eng., 116(6), 765–782.
Schmocker, L., Pfister, M., Hager, W. H., and Minor, H. -E. (2008). “Aeration characteristics of ski jump jets.” J. Hydraul. Eng., 134(1), 90–97.
Skripalle, J. (1994). “Zwangsbelüftung von Hochgeschwindigkeitsströmungen an zurückspringenden Stufen im Wasserbau (Forced aeration of high-speed flows at chute aerators).” Mitteilung, 124, Technische Universität, 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.
Vischer, D. L., and Hager, W. H. (1998). Dam hydraulics, Wiley, Chichester, New York.
Volkart, P., and Chervet, A. (1983). “Air slots for flow aeration.” Mitteilung, 66, D. Vischer, ed., Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH, Zurich.
Volkart, P., and Rutschmann, P. (1984). “Rapid flow in spillway chutes with and without deflectors: A model-prototype comparison.” Scale effects in modelling hydraulic structures, H. Kobus, ed., 4(5), 1–8, Technische Akademie, Esslingen.
Wilhelms, S. C. (1997). “Self-aerated spillway flow.” Ph.D. thesis, Univ. of Minnesota, Minn.
Wood, I. R. (1991). “Air entrainment in free-surface flows.” IAHR hydraulic structures design manual, 4, Balkema, Rotterdam, The Netherlands.

Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 136Issue 6June 2010
Pages: 352 - 359

History

Received: Mar 12, 2008
Accepted: Nov 19, 2009
Published online: May 14, 2010
Published in print: Jun 2010

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Authors

Affiliations

Michael Pfister [email protected]
Dr. sc. ETH, Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, CH-8092 Zurich, Switzerland (corresponding author). E-mail: [email protected]
Willi H. Hager, F.ASCE [email protected]
Prof. Dr., Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, CH-8092 Zurich, Switzerland. E-mail: [email protected]

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