TECHNICAL PAPERS
Jan 1, 1987

Modeling Sediment‐Induced Density Currents in Sedimentation Basins

Publication: Journal of Hydraulic Engineering
Volume 113, Issue 1

Abstract

Sediment‐driven density currents exist in most secondary sedimentation basins and cause the usual hydrodynamic flow pattern in these basins to deviate substantially from uniformity. The mathematical model introduced here allows one to predict, by direct computation, the behavior of the bottom current and the surface return flow, and simultaneously to determine their distributional effects on the sedimentation process itself. The model consists of conservation equations for fluid mass and momentum and sediment volume, supplemented by a modified form of the kε turbulence closure model. This paper emphasizes the description of features of the model and the presentation of results for a set of flows that may occur in a typical circular secondary clarifier. These results include the flow pattern, concentration distribution of sediment, the percentage of solids removal, and some examination of turbulence quantities in the basin. Some model sensitivity studies are reported.

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References

1.
Akiyama, J., and Stefan, H. G., “Plunging Flow into a Reservoir: Theory,” Journal of Hydraulic Engineering, ASCE, Vol. 110, No. HY4, Apr., 1984, pp. 484–499.
2.
Camp, T. R., “Sedimentation and the Design of Settling Tanks,” Transactions, ASCE, Vol. 111, 1946, pp. 895–936.
3.
Coe, H. S., and Clevenger, G. H., “Methods for Determining the Capacities of Slime Settling Tanks,” Transactions, AIME, Vol. 55, 1916, p. 356.
4.
Cordoba‐Molina, J. F., Hudgins, R. R., and Silveston, P. L., “The Gravity Clarifier as a Stratified Flow Phenomenon,” Canadian Journal of Chemical Engineering, Vol. 57, 1979, pp. 249–254.
5.
DeVantier, B. A., and Larock, B. E., “Sediment Transport in Stratified Turbulent Flow,” Journal of Hydraulic Engineering, ASCE, Vol. 109, No. HY12, Dec., 1983, pp. 1622–1635.
6.
DeVantier, B. A., and Larock, B. E., “Modeling a Recirculating Density‐Driven Turbulent Flow,” International Journal for Numerical Methods in Fluids, Vol. 6, No. 4, Apr., 1986, pp. 241–253.
7.
El‐Baroudi, H. M., and Fuller, D. R., “Tracer Dispersion of High Rate Settling Tanks,” Journal of the Environmental Engineering Division, ASCE, Vol. 99, No. EE3, June, 1973, pp. 347–368.
8.
Gresho, P. M., and Lee, R. L., “Don't Suppress the Wiggles—They're Telling You Something,” Finite Element Methods for Convection Dominated Flows, Applied Mechanics Division, ASME, Vol. 34, 1979, pp. 37–61.
9.
Imam, E., and McCorquodale, J. A., “Simulation of Flow in Rectangular Clarifiers,” Journal of Environmental Engineering, ASCE, Vol. 109, No. EE3, June, 1983, pp. 713–730.
10.
Jones, W. P., and Launder, B. E., “The Prediction of Laminarization with a Two‐Equation Model of Turbulence,” International Journal of Heat and Mass Transfer, Vol. 15, 1972, pp. 301–314.
11.
Larsen, P., “On the Hydraulics of Rectangular Settling Basins—Experimental and Theoretical Studies,” Report No. 1001, Department of Water Resources Engineering, Lund Institute of Technology, University of Lund, Lund, Sweden, 1977.
12.
Montens, A., “The Use of Radioactive Isotopes for Water Flow and Velocity Measurement,” Radioisotope Conference 1954, J. E. Johnston, Ed., Butterworth, London, England, 1954, pp. 169–180.
13.
Nemerow, N. L., Industrial Water Pollution, Addison and Wesley Publishing Co., Philippines, 1978, pp. 113–117.
14.
Rodi, W., Turbulence Models and Their Application in Hydraulics, International Association for Hydraulics Research, State‐of‐the‐Art Paper, Delft, The Netherlands, 1980.
15.
Savage, S. B., and Brimberg, J., “Analysis of Plunging Phenomena in Water Resources,” Journal of Hydraulic Research, IAHR, Vol. 13, No. 2, Apr., 1975, pp. 187–204.
16.
Schamber, D. R., and Larock, B. E., “Numerical Analysis of Flow in Sedimentation Basins,” Journal of the Hydraulics Division, ASCE, Vol. 107, No. HY5, May, 1981, pp. 575–591.
17.
Stamou, A. I., and Rodi, W., “Review of Experimental Studies on Sedimentation Tanks,” SFB/210/E/2, University of Karlsruhe, Karlsruhe, W. Germany, Aug., 1984, 68 pp.
18.
Talmadge, W. P., and Fitch, E. B., “Determining Thickener Unit Areas,” Industrial and Engineering Chemistry, Vol. 47, No. 1, Jan., 1955, pp. 38–41.
19.
Tay, A. J., and Heinke, G. W., “Velocity and Suspended Solids Distribution in Settling Tanks,” Journal of the Water Pollution Control Federation, Vol. 55, 1983, pp. 261–269.
20.
Valioulis, I. A., and List, E. J., “Numerical Simulation of a Sedimentation Basin,” Environmental Science and Technology, Vol. 18, No. 4, Apr., 1984, pp. 242–253.
21.
Wastewater Engineering: Treatment, Disposal, Reuse, Metcalf and Eddy, Inc., McGraw‐Hill Book Co., Inc., New York, N.Y., 1979.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 113Issue 1January 1987
Pages: 80 - 94

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Published online: Jan 1, 1987
Published in print: Jan 1987

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Bruce A. DeVantier, A. M. ASCE
Asst. Prof., Dept. of Civ. Engrg. and Mechanics, Southern Illinois Univ., Carbondale, IL 62901
Bruce E. Larock, M. ASCE
Prof., Dept. of Civ. Engrg., Univ. of California, Davis, CA 95616

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