Abstract
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(x), 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.
| Original language | English |
|---|---|
| Pages (from-to) | 15-22 |
| Journal | Water Research |
| Volume | 33 |
| Issue number | 1 |
| DOIs | |
| Publication status | Published - Jan 1999 |
| Externally published | Yes |
Bibliographical note
Publication details (e.g. title, author(s), publication statuses and dates) are captured on an “AS IS” and “AS AVAILABLE” basis at the time of record harvesting from the data source. Suggestions for further amendments or supplementary information can be sent to [email protected].Research Keywords
- Compactible cakes
- Filtration
- Flow models
- Porosity
- Relative velocity
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