Design of Flocculating Baffled Channel
Publication: Journal of Environmental Engineering
Volume 122, Issue 11
Abstract
On account of reliability and absence of external power source, baffled channel-type flocculating devices are preferred for class-II settling. In the present practice a feasible design is obtained by trial and error to satisfy the design constraints. There is no consideration of economy in such a design. In this paper, the design of flocculating baffled channel has been formulated as a geometric programming problem with zero degree of difficulty. The solution of such a problem yields the optimal design expressed as the closed form equations for the optimal cost and the corresponding cost dimensions.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Bhargava, D. S., and Ojha, C. S. P.(1993). “Models for design of flocculating baffled channels.”Wat. Res., 27(3), 465–475.
2.
Camp, T. R.(1955). “Flocculation and flocculation basins.”Trans. ASAE, 120, 1–16.
3.
Duffin, R. J., Peterson, E. L., and Zener, C. (1967). Geometric programming . John Wiley & Sons, Inc., New York, N.Y.
4.
Fair, G. M., Geyer, J. C., and Okun, D. A. (1968). Water and wastewater engineering, 2nd Ed., John Wiley & Sons, Inc., New York, N.Y.
5.
Peressini, A., Sullivan, F., and Uhl, J. (1988). The mathematics of nonlinear programming . Springer Verlag, New York, N.Y.
6.
Swamee, P. K., and Tyagi, A.(1996). “Design of class-I sedimentation tanks.”J. Envir. Engrg., ASCE, 122(1), 71–73.
Information & Authors
Information
Published In
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Nov 1, 1996
Published in print: Nov 1996
Authors
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.