Effect of different sediment dewatering techniques on subsequent particle sizes in industrial derived effluent

M. Alimohammadi, H. A. Tackley, C. B. Lake, I. Spooner, T. R. Walker, R. Jamieson, C. Gan, K. Bossy

Research output: Contribution to journalArticlepeer-review

16 Citations (Scopus)

Abstract

A paucity of literature has compared geotextile dewatering methods to more conventional dewatering methods (i.e., centrifuge, sedimentation) in the context of how geotextile dewatering performs at reducing particulate matter in dewatering effluent. Particulate matter is the primary source of inorganic and organic contaminants (i.e., dioxins and furans) in an unconsolidated sediment (estimated 577 000 m3) that has accumulated in a wastewater stabilization basin in Nova Scotia, Canada. Physical and chemical properties of contaminated sediment were initially characterized, and subsequent laboratory experiments were carried out for three common dewatering methods: sedimentation, centrifugation, and geotextile filtration. Filtrate quality of suspended solids (number, particle size distribution of particles) was examined for differences based on three dewatering techniques assessed. All three methods provided effective removal of particulate matter during dewatering, but geotextile dewatering could be a more cost-effective and practical solution for dewatering of these sediments.

Original languageEnglish
Pages (from-to)1145-1153
Number of pages9
JournalCanadian Journal of Civil Engineering
Volume47
Issue number10
DOIs
Publication statusPublished - 2020

Bibliographical note

Publisher Copyright:
© 2020, Canadian Science Publishing. All rights reserved.

ASJC Scopus Subject Areas

  • Civil and Structural Engineering
  • General Environmental Science

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