TECHNICAL PAPERS
Feb 1, 1993

Supercritical Expansion Flow in Rouse Modified and Reversed Transitions

Publication: Journal of Hydraulic Engineering
Volume 119, Issue 2

Abstract

Supercritical expansion flow in nearly horizontal rectangular channels is actually based on the Rouse wall geometry. As the transition structure becomes extremely long, a revised design involving significant shortening is presented. The revised design is based on separate observations of the flow in the abrupt expansion, and two alternative designs, i.e. the modified and the reversed Rouse wall curves. The modified Rouse wall curve is found to give no improvement over the abrupt expansion and is thus dropped. The reversed Rouse wall curve yields better flow conditions than the abrupt expansion and is significantly shorter than the original Rouse curve. The semiempirical approach accounts for the effects of streamline curvature and viscosity. The free surface is shown to be governed by the Froude similarity law; the velocity field involves significant Reynolds effects in addition. Thus, the latter may not be analyzed by a generalized approach. The surface of flow may further be analyzed when using a correctly distorted coordinate system. Thus, insight is given in the surface profiles along the expansion axis and the side wall. Design recommendations based on the reversed Rouse wall curve end the paper.

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References

1.
Chow, V. T. (1959). Open channel hydraulics. MacGraw‐Hill Book Co., Inc., New York, N.Y.
2.
Hager, W. H. (1992). “Spillways. Shockwaves and air entrainment.” ICOLD Bulletin 81, Commission Internationale des Grands Barrages, Paris, France.
3.
Hager, W. H., and Mazumder, S. K. (1992). “Supercritical flow at abrupt expansions.” Proc., Inst. of Civ. Engrs.—Water, Maritime, and Energy, London, England, 96, 153–166.
4.
Rouse, H., Bhootha, B. V., and Hsu, E. Y. (1951). “Design of channel expansions.” Trans., ASCE, 116, 1369–1385.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 119Issue 2February 1993
Pages: 201 - 219

History

Received: Apr 27, 1992
Published online: Feb 1, 1993
Published in print: Feb 1993

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Authors

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Somendra K. Mazumder
Prof. of Civ. Engrg., Delhi Coll. of Engrg., Delhi 110 006, India
Willi H. Hager, Member, ASCE
Sr. Res. Engr., Swiss Federal Inst. of Tech., Versuchsanstalt für Wasserbau, Hydrologie und Glaziologie (VAW), ETH‐Zentrum, CH‐8092 Zurich, Switzerland

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