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Effect of filtration rates on the performance and head loss development in granular filters during the post-treatment of anaerobic reactor effluent.

Authors :
Leite, Wanderli Rogério Moreira
Linhares, Bruno Delvaz
de Morais, Juliana Cardoso
Gavazza, Savia
Florencio, Lourdinha
Kato, Mario Takayuki
Source :
Environmental Science & Pollution Research; Jul2023, Vol. 30 Issue 35, p84023-84034, 12p
Publication Year :
2023

Abstract

This study investigated the performance of a granular filtration system (GFS) composed of a rock filter (RF), a rapid sand filter (RSF), and an activated carbon filter (ACF), applied to the post-treatment of an anaerobic reactor effluent. Four filtration rates (FR) were applied to the GFS (in m<superscript>3</superscript>·m<superscript>−2</superscript>·d<superscript>−1</superscript>): 100–60-60, 100–90-90, 200–120-120, and 200–160-160, for RF-RSF-ACF, respectively. A clarified final effluent with low turbidity (~ 10 NTU), solids (~ 6.5 mg TSS.L<superscript>−1</superscript>), and organic matter content (~ 40 mg COD.L<superscript>−1</superscript>) was obtained when the GFS worked with FR up to 100–90-90 m<superscript>3</superscript>·m<superscript>−2</superscript>·d<superscript>−1</superscript>. For higher FR, the effluent quality was a little poorer. Principal component analysis showed when the RSF operated at 120 or 160 m<superscript>3</superscript>·m<superscript>−2</superscript>·d<superscript>−1</superscript>, it presented an effluent with higher turbidity which did not affect negatively the ACF performance. The hydraulic load limits in the RSF were reached in periods of 45, 30, and 24.5 h for the FR of 60, 120, and 160 m<superscript>3</superscript>·m<superscript>−2</superscript>·d<superscript>−1</superscript>, respectively, and head loss analysis depicted a more distributed solid retention through the sand depth with the lower FR. Thus, the results revealed that the RF-RSF-ACS system is a promising alternative for effluent polishing of anaerobic reactor, especially when the FR is set at 90 m<superscript>3</superscript>·m<superscript>−2</superscript>·d<superscript>−1</superscript> or even higher. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
09441344
Volume :
30
Issue :
35
Database :
Complementary Index
Journal :
Environmental Science & Pollution Research
Publication Type :
Academic Journal
Accession number :
165110818
Full Text :
https://doi.org/10.1007/s11356-023-28335-w