TECHNICAL NOTE
Feb 1, 2000

Tornado Vortices in Settling Tanks

Publication: Journal of Environmental Engineering
Volume 126, Issue 2

Abstract

Settling tanks are hydraulically designed on a settling velocity. Observations have indicated that out-of-the-basin sediment transport may be initiated by corner vortices, which are able to scour a sediment layer and significantly reduce the efficiency of sediment deposition. Using four different materials—with densities from close to water up to sand, and diameters from 0.55 to 3.0 mm—the various forms of vortex scour were experimentally determined. The densimetric particle Froude number could be identified as the scaling quantity that governs these processes. The scour process can be reduced by inserting so-called antivortex elements, by which the 3D corner flow characteristics are influenced to result in a more 2D flow over a wall. The location and length of these elements were found to be similar to elements recently recommended for standard gates.

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References

1.
Ade, F., and Rajaratnam, N. (1998). “Generalized study of erosion by circular horizontal turbulent jets.”J. Hydr. Res., 36(4), 613–635.
2.
Horvath, I. (1994). Hydraulics in water and waste-water treatment technology. Akadémia Kiado, Budapest, Hungary; Wiley, New York.
3.
Kohli, A., and Hager, W. H. (1999). Building scour in flood plains. Proc., Inst. Civil Engineers, to be published.
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Lugt, H. J. (1983). Vortex flow in nature and technology. Wiley, New York.
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Roth, A., and Hager, W. H. (1999). Underflow of standard sluice gate. Experiments in Fluids, 27, 339–350.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 126Issue 2February 2000
Pages: 189 - 191

History

Received: Feb 24, 1999
Published online: Feb 1, 2000
Published in print: Feb 2000

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Fellow, ASCE
PhD Student, VAW, ETH-Zentrum, CH-8092 Zurich, Switzerland.
Prof., VAW, ETH-Zentrum, CH-8092 Zurich, Switzerland.

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