TY - JOUR
T1 - Effect of different sediment dewatering techniques on subsequent particle sizes in industrial derived effluent
AU - Alimohammadi, M.
AU - Tackley, H. A.
AU - Lake, C. B.
AU - Spooner, I.
AU - Walker, T. R.
AU - Jamieson, R.
AU - Gan, C.
AU - Bossy, K.
N1 - Publisher Copyright:
© 2020, Canadian Science Publishing. All rights reserved.
PY - 2020
Y1 - 2020
N2 - 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.
AB - 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.
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U2 - 10.1139/cjce-2019-0269
DO - 10.1139/cjce-2019-0269
M3 - Article
AN - SCOPUS:85086391956
SN - 0315-1468
VL - 47
SP - 1145
EP - 1153
JO - Canadian Journal of Civil Engineering
JF - Canadian Journal of Civil Engineering
IS - 10
ER -