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Consolidation dewatering and centrifugal sedimentation of flocculated activated sludge

S. J. Lee, C. P. Chu, R. B.H. Tan, C. H. Wang, D. J. Lee

Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

Abstract

This study investigated experimentally the consolidation dewatering and centrifugal-settling processes for activated sludge subjected to cationic polyelectrolyte flocculation. The results were reported for the dynamic response of sediment cake thickness (an index for cake compaction) under various doses of polyelectrolyte conditioning, compression-permeability cell configuration and mode of operation (batch and continuous) in a centrifugal-settling cell. The reduction in sediment thickness of sludge by consolidation and centrifugation was found to correspond mostly well with the optimal dose of polyelectrolyte based on the capillary suction time. The relaxation/rebound of cake thickness was observed in both consolidation dewatering and centrifugal dewatering with comparable compaction/relaxation time scale ratios. The equilibrium sediment consolidation ratio increases with the effective solid pressure characterized by Pm and Ps, for the consolidation dewatering and centrifugal sedimentation, respectively. The experimentally determined time scales of the cake consolidation dewatering/centrifugal sedimentation processes agree reasonably well with the theory by Landman and Russel (Phys. Fluids A 5 (1993) 550). © 2003 Elsevier Science Ltd. All rights reserved.
Original languageEnglish
Pages (from-to)1687-1701
JournalChemical Engineering Science
Volume58
Issue number9
DOIs
Publication statusPublished - May 2003
Externally publishedYes

Bibliographical note

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UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

  1. SDG 6 - Clean Water and Sanitation
    SDG 6 Clean Water and Sanitation

Research Keywords

  • C-P cell
  • Cake
  • Centrifugal settling
  • Consolidation
  • Plastic deformation

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