Variable flow rate in compactible filter cakes
Traditional formulas used for design of filters and interpretation of experimental data depend upon a number of simplifications including negligible solid velocity u s and a superficial liquid flow rate q L which is assumed to be a function of time and independent of distance x through a filter cake...
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Published in | Water research (Oxford) Vol. 33; no. 1; pp. 15 - 22 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Oxford
Elsevier Ltd
1999
Elsevier Science |
Subjects | |
Online Access | Get full text |
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Summary: | Traditional formulas used for design of filters and interpretation of experimental data depend upon a number of simplifications including negligible solid velocity
u
s and a superficial liquid flow rate
q
L which is assumed to be a function of time and independent of distance
x through a filter cake. The extent of variation of
u
s and
q
L for highly compactible biosolids is discussed in this article. An approximate method based on well-known equations which rest on the assumption the
q
L is constant throughout a compressible cake at a given time is presented. Using previously available formulas, the assumption of constancy of
q
L is abandoned; and approximate equations yielding
q
L as a function of
x are developed. Comparisons are made of the variation with distance of
q
L,
u
s, and relative velocities for cakes of different degrees of compactibility and slurries of varying concentrations. Problems related to verification of a given model are discussed. |
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Bibliography: | ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 ObjectType-Article-1 ObjectType-Feature-2 |
ISSN: | 0043-1354 1879-2448 |
DOI: | 10.1016/S0043-1354(98)00192-4 |