Research Article
Feb 1967
Diatomite Filtration Equations for Various Septa
Authors: James H. Dillingham, AM.ASCE, John L. Cleasby, M.ASCE, and E. Robert Baumann, F.ASCEAuthor Affiliations
Publication: Journal of the Sanitary Engineering Division
Volume 93, Issue 1
Abstract
Previously developed diatomite filtration equations have been found to be invalid for use with cylindrical septa because they fail to describe the significant effect of the increasing filtering area associated with cylindrical filter cakes. Also, they do not describe the initial transitional period resulting from initial mixing of the influent with the clean water in the filter left over from the precoating operation (dilution effect). The initial dilution effect is less important and can probably be ignored for most practical applications. The increasing area effect, however, should not be ignored. Diatomite filtration equations were developed theoretically herein from the generally accepted filtration rate equation. The hypotheses assumed in the derivation of these equations are explicitly stated. These equations account for the effects of both initial dilution and increasing area. The equations were used to determine filter cake resistance, and to predict filter performance under different operating conditions.
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Published In
Journal of the Sanitary Engineering Division
Volume 93 • Issue 1 • February 1967
Pages: 41 - 55
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Feb 1967
Published online: Feb 12, 2021
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Authors
Affiliations
James H. Dillingham, AM.ASCE
Computer Applications Engr., Metcalf and Eddy Engrs., Boston, Mass.; formerly, United States Pub. Health Service Fellow, Iowa State Univ. of Science and Tech., Ames, Iowa
John L. Cleasby, M.ASCE
Prof. of Civ. Engrg., Iowa State Univ. of Science and Tech., Ames, Iowa
E. Robert Baumann, F.ASCE
Prof. of Civ. Engrg., Iowa State Univ. of Science and Tech., Ames, Iowa
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