TECHNICAL PAPERS
Mar 1, 1990

Analysis of Spiral Vortex and Vertical Slot Vortex Drop Shafts

Publication: Journal of Hydraulic Engineering
Volume 116, Issue 3

Abstract

A theory is developed that is shown to give good prediction of the head‐discharge relationships for two designs of vortex drop structures. The first design is the widely used spiral guide wall design, and it is shown that control is shared between the critical section at the top of the shaft and the vortex inducing asymmetry of the guide wall inlet design. A second simplified and more space saving design, called the vertical slot vortex drop structure, is also analyzed. It is shown that, although the flow conditions and analysis are quite different, the resulting head‐discharge relationship is quite similar to the spiral guide wall design. For both designs the head‐discharge relationship is shown to be almost linear and the theoretical and measured discharges are in close agreement. The proposed vertical slot design produces a stable air core, similar to the spiral guide wall design, and consequently the flow is free from risk of surging to the pipe‐full flow condition. The compactness of the new design is especially suitable for underground installations.

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References

1.
Ackers, P., and Crump, E. S. (1960). “The Vortex drop.” Proc. of the Inst. of Civ. Engrs., 16, Aug., 433–442.
2.
Binnie, A. M., and Hookings, G. A. (1948). “Experiments on whirlpools.” Proc. of the Royal Society, Series A, 194, 398–413.
3.
Binnie, G. M. (1938). “Experiments on bellmouth and siphon spillways.” J. Inst. of Civ. Engrs., 10, Nov., 65–90.
4.
Hager, W. H. (1985). “Head‐discharge relation for vortex shaft.” J. Hydr. Engrg., ASCE, 3(6), 1015–1020.
5.
Jain, S. C, and Kennedy, J. F. (1983). “Vortex‐flow dropstructures for the Milwaukee metropolitan sewage district inline storage system.” IIHR Report No. 264, Iowa Inst. of Hydr. Res., Univ. of Iowa, Iowa City, Iowa.
6.
Kennedy, J. F., Jain, S. C., and Quinones, H. R. (1988). “Helicoidal ramp drop‐shaft.” J. Hydr. Engrg., ASCE, 114(3), 315–325.
7.
Quick, M. C. (1961). “The annular hydraulic jump.” Civ. Engrg. and Public Works Review, 56(662), 1176–1179.
8.
Vallentine, H. R. (1967), Applied hydrodynamics. Butterworths Press, London, 2nd Ed., 117.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 116Issue 3March 1990
Pages: 309 - 325

History

Published online: Mar 1, 1990
Published in print: Mar 1990

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Authors

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Michael C. Quick, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, B.C., Canada, V6T 1W5

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