TECHNICAL NOTES
May 1, 1993

Energy Dissipation on Stepped Spillways

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Publication: Journal of Hydraulic Engineering
Volume 119, Issue 5

Abstract

Potentially high energy dissipation on stepped overflow spillways would imply a significant reduction of the size of downstream stilling basins. The amount of energy loss on such spillways under skimming‐flow conditions is examined experimentally for structures with a moderate number of steps and a width‐to‐height ratio equal to 0.7. The experimental results, supported by dimensional considerations, indicate that the most important parameters governing energy dissipation are the ratio of the critical depth of flow passing over the spillway to the step height yc/h, and the number of steps N. Dissipation is highest for the small values of yc/h tested, near unity, and decreases with increasing yc/h; for a certain yc/h the dissipation increases with N. The results are compared to those of earlier investigations referring to a large number of steps. For commonly used ranges of the step dimensions, a general relation is established between the energy loss and the parameter yc/h, which may be useful in practical applications.

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References

1.
Bouyge, B., Garnier, G., Jensen, A., Martin, J. P., and Sterenberg, J. (1988). “Construction et controle d'un barrage en beton compacte au rouleau (BCR): Un travail d'equipe.” Proc., 16eme Congres des Grands Barrages, Commission International des Grands Barrages, 588–612 (in French).
2.
Chow, V. T. (1959). “Open‐channel hydraulics.” McGraw‐Hill, New York, N.Y.
3.
Hollingworth, F., and Druyts, F. H. W. M. (1986). “Rollcrete: Some applications to dams in South Africa.” Water Power and Dam Constr., 38(1), 13–16.
4.
Peyras, L., Royet, P., and Degoutte, G. (1992). “Flow and energy dissipation over stepped gabion weirs.” J. Hydr. Engrg., ASCE, 118(5), 707–717.
5.
Rajaratnam, N. (1990). “Skimming flow in stepped spillways.” J. Hydr. Engrg., ASCE, 116(4), 587–591.
6.
Sorensen, R. M. (1985). “Stepped spillway hydraulic model investigation.” J. Hydr. Engrg., ASCE, 111(12), 1461–1472.
7.
Young, M. F. (1982). “Feasibility study of a stepped spillway.” Proc. Hydr. Div. Spec. Conf., ASCE, New York, N.Y., 96–106.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 119Issue 5May 1993
Pages: 644 - 650

History

Received: May 22, 1992
Published online: May 1, 1993
Published in print: May 1993

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Authors

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George C. Christodoulou, Member, ASCE
Assoc. Prof., Dept. Civ. Engrg., Nat. Tech. Univ. of Athens, Athens 15773, Greece

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