TECHNICAL PAPERS
Sep 13, 2002

Energy Dissipation and Air Entrainment in Stepped Storm Waterway: Experimental Study

Publication: Journal of Irrigation and Drainage Engineering
Volume 128, Issue 5

Abstract

For the last three decades, research focused on steep stepped chutes. Few studies considered flat-slope stepped geometries such as stepped storm waterways or culverts. In this study, experiments were conducted in a large, flat stepped chute (θ=3.4°) based upon a Froude similitude. Three basic flow regimes were observed: nappe flow without hydraulic jump, transition flow, and skimming flow. Detailed air–water flow measurements were conducted. The results allow a complete characterization of the air concentration and bubble count rate distributions, as well as an accurate estimate of the rate of energy dissipation. The flow resistance, expressed in terms of a modified friction slope, was found to be about 2.5 times greater than in smooth-chute flow. A comparison between smooth- and stepped-invert flows shows that greater aeration and larger residence times take place in the latter geometry. The result confirms the air–water mass transfer potential of stepped cascades, even for flat slopes (θ<5°).

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References

Brattberg, T., Chanson, H., and Toombes, L.(1998). “Experimental investigations of free-surface aeration in the developing flow of two-dimensional water jets.” J. Fluids Eng., 120(4), 738–744.
Chanson, H.(1989a). “Study of air entrainment and aeration devices.” J. Hydraul. Res., 27(3), 301–319.
Chanson, H.(1989b). “Flow downstream of an Aerator. Aerator spacing.” J. Hydraul. Res., 27(4), 519–536.
Chanson, H. (1995a). Hydraulic design of stepped cascades, channels, weirs, and spillways, Pergamon, Oxford.
Chanson, H. (1995b). “Air bubble entrainment in free-surface turbulent flows. Experimental investigations.” Rep. No. CH46/95, Dept. of Civil Engineering, Univ. of Queensland, Australia.
Chanson, H.(1996). “Prediction of the transition nappe/skimming flow on a stepped channel.” J. Hydraul. Res., 34(3), 421–429.
Chanson, H. (1997a). Air bubble entrainment in free-surface turbulent shear flows, Academic, London.
Chanson, H.(1997b). “Air bubble entrainment in open channels. Flow structure and bubble size distributions.” Int. J. Multiphase Flow, 23(1), 193–203.
Chanson, H., and Brattberg, T.(2000). “Experimental study of the air–water shear flow in a hydraulic jump.” Int. J. Multiphase Flow, 26(4), 583–607.
Chanson, H., and Toombes, L. (1997). “Energy dissipation in stepped waterway.” Proc., 27th IAHR Congress, San Francisco, Vol. D, F. M. Holly Jr. and A. Alsaffar, eds., 595–600.
Cui, L.(1985). “Air concentration distribution downstream of aeration ramp.” Shuili Xuebao (J. Hydraul. Eng.), Beijing, China, 1, 45–50 (in Chinese).
Evans, A. H. (1928). The Palace of Minos: A comparative account of the successive stages of the early Cretan civilization as illustrated by the discoveries at Knossos, Vol. II, Part 1, Macmillan, London.
Kazemipour, A. K., and Apelt, C. J.(1983). “Effects of irregularity of form on energy losses in open channel flow.” Aust. Civil Eng. Trans., Vol. CE25, Institution of Engineers, Australia, 294–299.
Low, H. S. (1986). “Model studies of clyde dam spillway aerators.” Research Rep. No. 86-6, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand.
Noori, B. M. A. (1984). “Form drag resistance of two dimensional stepped steep open channels.” Proc., 1st Int. Conf. on Hydraulic Design in Water Resources Engineering, Channels and Channel Control Structures, Southampton, U.K., K. V. H. Smith, ed., Springer, Berlin, 1.133–1.147.
Ohtsu, I., and Yasuda, Y. (1997). “Characteristics of flow conditions on stepped channels.” Proc., 27th IAHR Biennal Congress,San Francisco, Theme D, 583–588.
Rajaratnam, N.(1990). “Skimming flow in stepped spillways.” J. Hydraul. Eng., 116(4), 587–591.
Robison, R.(1994). “Chicago's waterfalls.” Civ. Eng., 64(7), 36–39.
Shi, Q., Pan, S., Shao, Y., and Yuan, X.(1983). “Experimental investigation of flow aeration to prevent cavitation erosion by a deflector.” Shuili Xuebao (J. Hydraul. Eng.) Beijing, China, 3, 1–13 (in Chinese).
Wood I. R. (1991). “Air entrainment in free-surface flows.” IAHR hydraulic structures design manual no. 4, Hydraulic Design Considerations, Balkema, Rotterdam, The Netherlands.
Yasuda, Y., and Ohtsu, I. O. (1999). “Flow resistance of skimming flow in stepped channels.” Proc., 28th IAHR Congress, Graz, Austria, Session B14.

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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 128Issue 5October 2002
Pages: 305 - 315

History

Received: Jun 28, 2001
Accepted: Jan 2, 2002
Published online: Sep 13, 2002
Published in print: Oct 2002

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Authors

Affiliations

H. Chanson
Reader, Fluid Mechanics, Hydraulics, and Environmental Engineering, Dept. of Civil Engineering, Univ. of Queensland, Brisbane QLD 4072, Australia.
L. Toombes
Assistant Lecturer, Dept. of Civil Engineering, Univ. of Queensland, Brisbane QLD 4072, Australia.

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