Theory of filtration of highly compactable biosolids

Theodore G. Cleveland, Frank M. Tiller, Jae Bok Lee

Research output: Contribution to journalConference article

16 Scopus citations

Abstract

Compactability of particulate structures is a key factor in the behavior of thickeners, filters, centrifuges, and presses. Aggregates in slurries are deposited at a cake or sediment surface under null stress. As more deposits cover the surface, developing stresses compact the particulate bed. Principal sources of stress originate from (1) sediment weight in thickening, (2) frictional drag in filters, (3) centrifugal forces in centrifuges, and (4) surface forces in belts or diaphragms. Only frictional forces in filters are considered in the present work. Stress applied to cakes results in a decrease in porosity and an increase in resistance to flow (decrease in permeability). The rate at which the permeability decreases with pressure has a profound effect on cake behavior. For highly compactable beds of biosolids or fragile flocs, doubling of the pressure may result in more than a doubling of the local resistance. Consequently, at applied pressures frequently below one atmosphere, increasing pressure neither increases the flow rate nor decreases the average cake porosity. For highly compactable biosolids, theoretical equations show that (1) filtrate volume vs. t is independent of pressure drop across the cake, Δp(c), (2) the average specific resistance is proportional to Δp(c), and (3) the average volume fraction of solids is independent of Δp(c).

Original languageEnglish
Pages (from-to)299-306
Number of pages8
JournalWater Science and Technology
Volume34
Issue number3-4 -4 pt 2
DOIs
StatePublished - 1996
EventProceedings of the 1996 18th Biennial Conference of the International Association on Water Quality. Part 2 - Singapore, Singapore
Duration: Jun 23 1996Jun 28 1996

Keywords

  • Average cake porosity
  • Biosolids
  • Compactability
  • Filtration
  • Solid/liquid separation

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