TECHNICAL PAPERS
Oct 1, 1994

Shock‐Wave Reduction by Bottom Drop

Publication: Journal of Hydraulic Engineering
Volume 120, Issue 10

Abstract

The possibility of shock‐wave reduction by a wedge‐shaped bottom drop is considered. The results are shown to depend on the so‐called shock number S. Optimum wall deflection is defined as the configuration with horizontal flow surface ahead and beyond the shock front. Off‐design is also discussed and it is found that acceptable flow conditions occur for a limited range. An earlier approach to the generalized wall profile is expanded by accounting for the bottom drop.

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References

1.
Hager, W. H. (1992). “Spillways, Shockwaves and air entrainment.” ICOLD Bull. 81, Commission Internationale des Grands Barrages, Paris, France.
2.
Ippen, A. T. (1951). “Mechanics of supercritical flow.” Trans. ASCE, Vol. 116, 268–295.
3.
Schwalt, M., and Hager, W. H. (1992). “Shock pattern at abrupt wall deflection.” Proc. Env. Engrg. Session WATER FORUM ’92, ASCE, New York, N.Y., 231–236.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 120Issue 10October 1994
Pages: 1222 - 1227

History

Received: Oct 13, 1992
Published online: Oct 1, 1994
Published in print: Oct 1994

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Markus Schwalt
Res. Engr., formerly VAW, ETH‐Zentrum, CH‐8092 Zurich, Switzerland
Willi H. Hager, Member, ASCE
Sr. Res. Engr., VAW, ETH‐Zentrum, CH‐8092 Zurich, Switzerland

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