TECHNICAL PAPERS
Jul 1, 1994

Effects of Gravity Currents in Circular Secondary Clarifiers

Publication: Journal of Environmental Engineering
Volume 120, Issue 4

Abstract

A determining factor for the performance of secondary settling tanks is the occurrence of gravity currents. Experiments were carried out in a laboratory model of a circular, center‐feed settling tank. The gravity currents were scaled using the internal Froude number criterion, and the settling velocity was scaled on the basis of kinematic similarity. The activated sludge was represented by kaolinite. A flow pattern with three layers of different densities and different flow directions was observed. A simple one‐dimensional analytical model taking into account the influence of flocculation was developed to predict the effluent concentration. It was found that gravity currents may result in a layered flow pattern reducing short circuiting. This flow pattern thus seems to promote settling rather than to deteriorate it as is generally assumed.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Anderson, N. E. (1945). “Design of settling tanks for activated sludge.” Sewage Works J., 17(1), 50–63.
2.
Bender, J. H., Semon, A. S., and Crosby, R. M. (1987). “Don't bother with secondary clarifier distributed inlets.” WATER/Engrg. and Mgmt., 134(12), 28–30.
3.
Bretscher, U., Hager, W., and Hager, W. H. (1984). “Investigations into flow and solids distributions in final clarifiers.” gwf Wasser Abwasser, 125(2), 81–90 (in German).
4.
Bretscher, U., Krebs, P., and Hager, W. H. (1992). “Improvement of flow in final settling tanks.” J. Envir. Engrg., ASCE, 118(3), 307–321.
5.
Cordoba‐Molina, J. F., Hudgins, R. R., and Silveston, P. L. (1979). “The gravity clarifier as a stratified flow phenomenon.” Can. J. Chem. Engrg., 57(June), 249–254.
6.
Farley, K. J., and Morel, F. M. M. (1986). “Role of coagulation in the kinetics of sedimentation.” Envir. Sci. and Tech., 20(2), 187–195.
7.
Hazen, A. (1904). “On sedimentation.” Trans., ASCE, 53.
8.
Koníček, Z., and Burdych, J. (1988). “Effect of activated sludge processes on secondary settling tank efficiencies.” Water Sci. and Tech., 20(5), 153–163.
9.
Krebs, P. (1991). “The hydraulics of final settling tanks.” Water Sci. and Tech., IAWPRC, 23(6), 1037–1046, Kyoto 1990.
10.
Larsen, P. (1977). “On the hydraulics of rectangular settling basins.” Rep. No. 1001, Lund Institute of Technology, Lund, Sweden.
11.
Lumley, D. J., and Balmér, P. (1991). “Solids transport in rectangular secondary settlers.” Water Supply, 9, 123–132.
12.
Lumley, D. J., Balmér, P., and Adamsson, J. (1988). “Investigations of secondary settling at a large treatment plant.” Water Sci. and Tech., 20(5), 133–142.
13.
Parker, D. S. (1983). “Assessment of secondary clarifier design concepts.” J. Water Pollution Control Federation, 55(4), 349–359.
14.
Schlegel, S. (1990). “Modifications of the final clarifier to reduce solids loss,” ATV‐Seminar ‘Reduction of solids in final clarifier effluent,’ Lect. Notes No. 12187/12.069, Technical Academy Esslingen (in German).
15.
STOWA (1993). “Optimization of large secondary settling tanks.” Rep., 1st Phase of Prototype Res., STOWA, Utrecht, The Netherlands (in Dutch).
16.
Stukenberg, J. R., Rodman, L. C., and Touslee, J. E. (1983). “Activated sludge clarifier design improvements.” J. Water Pollution Control Federation, 55(4), 341–348.
17.
Tekippe, R. J., and Bender, J. H. (1987). “Activated sludge clarifier design improvements.” J. Water Pollution Control Federation, 59(10), 865–870.
18.
Tenday‐Xavier, M., and Hultgren, J. (1988). “The influence of the depth of the secondary sedimentation tanks on the sedimentation efficiency at Bromma sewage treatment plant.” Water Sci. and Tech., 20(5), 143–152.
19.
Whitham, G. B. (1974). Linear and nonlinear waves. John Wiley & Sons, New York, N.Y.
20.
Wouda, T. W. M., Rietema, K., and Ottengraf, S. P. P. (1977). “Continuous sedimentation theory (effects of density gradients and velocity profiles on sedimentation efficiency).” Chem. Engrg. Sci., 32, 351–358.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 120Issue 4July 1994
Pages: 943 - 960

History

Received: Nov 17, 1992
Published online: Jul 1, 1994
Published in print: Jul 1994

Permissions

Request permissions for this article.

Authors

Affiliations

C. van Marle
PhD Student, Dept. of Civ. Engrg., Delft Univ. of Tech., P.O. Box 5048, 2600 GA Delft, The Netherlands
C. Kranenburg
Sr. Res. Sci., Dept. of Civ. Engrg., Delft Univ. of Tech., P.O. Box 5048, 2600 GA Delft, The Netherlands

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share