TECHNICAL NOTES
Nov 1, 1996

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.

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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.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 122Issue 11November 1996
Pages: 1046 - 1048

History

Published online: Nov 1, 1996
Published in print: Nov 1996

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Prabhata K. Swamee
Prof. of Civ. Engrg., Univ. of Roorkee, Roorkee 247 667, India.

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