TECHNICAL NOTES
Apr 1, 1989

Harmonic Mean Conductivity in Declining Rate Filters

Publication: Journal of Environmental Engineering
Volume 115, Issue 2

Abstract

Harmonic mean conductivity equations for deep bed filters are developed. Differences between harmonic mean conductivity and hydraulic conductivity based on arithmetic average of specific deposit are explained.

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References

1.
Adin, A., and Rebhun, A. (1977). “A model to predict concentration and headloss profiles in filtration.” J. Am. Water Works Assoc., 69(8), 444–453.
2.
Bouwer, H. (1978). Groundwater hydrology. McGraw‐Hill Book Co., New York, N.Y.
3.
Chaudry, F. H. (1987). “Theory of declining rate filtration. I. continuous operation,” J. Envir. Engrg. Div., ASCE, 113(4), 834–851.
4.
Deb., A. K. (1969). “Theory of sand filtration.” J. Sanit. Engrg. Div., ASCE95(3), 399–422.
5.
Heertjes, P. M., and Lerk, C. F. (1967). “The functioning of deep bed filters, Part II: The filtration of flocculated suspensions.” Trans., Institution of Chemical Engineers, 45, 138–145.
6.
Ives, K. J. (1960). “Rational design of filters.” Proc., Institution of Civil Engineers, 16, 192.
7.
Saatçi, A. M., and Oulman, C. S. (1980). “BDST method for deep bed filtration.” J. Am. Water Works Assoc., 72(9), 524–528.
8.
Sakthivadivel, R., Thanikachalam, V., and Seetharaman, S. (1972). “Headloss theories in filtration.” J. Am. Water Works Assoc., 64(4), 233–238.
9.
Skekhtman, Y. M. (1961). Filtration of low concentration suspensions. Publishing House of U.S.S.R. Academy of Sciences, Moskow, U.S.S.R. (in Russian).

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 115Issue 2April 1989
Pages: 462 - 466

History

Published online: Apr 1, 1989
Published in print: Apr 1989

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Authors

Affiliations

A. M. Saatçi
Assoc. Prof., Civ. Engrg. Dept., King A. Aziz Univ., PO Box 9027, Jeddah 21413 S. Arabia

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