TECHNICAL NOTES
Sep 1, 1999

Onset of Skimming Flow on Stepped Spillways

Publication: Journal of Hydraulic Engineering
Volume 125, Issue 9

Abstract

Assuming that skimming flow occurs when the jet leaving a step has a slope equal to that of the stepped spillway when it impinges on the pool behind it on the next step, an equation has been developed to predict the incipient value of yc/h, where yc = critical depth and h = step height. This equation was found to agree well with most of the experimental observations for h/l greater than about 1.0, where l = step length. For h/l = 1.7, the incipient value of yc/h = 0.24, whereas for values of h/l smaller than about 0.8, yc/h is almost constant at 0.8.

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References

1.
Chamani, M. R. ( 1997). “Skimming flow in a large model of a stepped spillway,” PhD thesis, University of Alberta, Alberta, Canada.
2.
Chanson, H. (1994). “Comparison of energy dissipation in nappe and skimming regimes on stepped chutes.”J. Hydr. Res., 32(2), 213–218.
3.
Chanson, H. (1996). “Prediction of the transition nappe/skimming flow on a stepped channel.”J. Hydr. Res., 34(3), 421–429.
4.
Degoutte G., Peyras, L., and Royet, P. (1992). “Discussion of `Skimming flow on stepped spillways' by N. Rajaratnam.”J. Hydr. Engrg., ASCE, 118(1), 111–114.
5.
Essery, I. T. S., and Horner, M. W. (1978). “The hydraulic design of stepped spillways.” Rep. 33, Construction Industry Research and Information Association, London.
6.
Kells, J. A. (1995). “Discussion of `Comparison of energy dissipation in nappe and skimming regimes on stepped chutes' by H. Chanson.”J. Hydr. Res., 33(1), 128–133.
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Ohtsu, I., and Yasuda, Y. (1997). “Characteristics of flow conditions on stepped channels.” Proc., IAHR Conf., International Association for Hydraulic Research, Delft, The Netherlands, 583–588.
8.
Rajaratnam, N. (1990). “Skimming flow in stepped spillways.”J. Hydr. Engrg., ASCE, 116(4), 587–591.
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Rajaratnam, N., and Chamani, M. R. (1995). “Energy loss at drops.”J. Hydr. Res., 33(3), 373–384.
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Sorensen, R. M. (1985). “Stepped spillway hydraulic model investigation.”J. Hydr. Engr., ASCE, 111(12), 1461–1472.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 125Issue 9September 1999
Pages: 969 - 971

History

Received: Oct 14, 1998
Published online: Sep 1, 1999
Published in print: Sep 1999

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Authors

Affiliations

Fellow, ASCE
Asst. Prof., Dept. of Civ. Engrg., Isfahan Univ. of Technol., Isfahan, Iran, 84154.
Prof., Dept. of Civ. Engrg., Univ. of Alberta, Edmonton, Alberta, Canada, T6G 2G7.

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