Technical Papers
Sep 2, 2020

Ozonation in Tandem with Biosand Filtration to Remove Microcystin-LR

Publication: Journal of Environmental Engineering
Volume 146, Issue 11

Abstract

A hybrid ozonation-biofiltration approach is evaluated to understand the necessity and concentration of ozone dose in removing the micropollutant microcystin-LR (MC-LR). To simulate real polluted water, three levels of natural organic matter—1, 2, and 5  mg/L—and cyanobloom intensity—low, medium, and high—under ozone exposure times—C1: 0.8  mg×min/L and C2: 1.6  mg×min/L—were studied (18 combinations in total). The feasibility of filter bioaugmentation (postozone treatment) using known MC-LR degraders Arthrobacter ramosus (Filter FA) and Bacillus sp. (Filter FB) is also discussed and compared with the feasibility of a noninoculated sand filter. Overall, the bioaugmented sand filters, FA and FB, enhanced filter performance by 19.5% and 10.5% for C1 samples and 6% and 2% for C2 samples, respectively, in terms of MC-LR removal. All three filters, including the control (FC), showed a negative correlation (FA: 0.987; FB: 0.973; FC: 0.977) between “residual ozone” and “MC-LR removal due to ozonation.” However, A. ramosus (Filter FA) showed strong resilience toward the residual ozone (0.10.4  mg/L) and did not affect MC-LR removal due to filtration as much as it affected Filters FB and FC. Only Filter FA showed a significant difference (p-value: 0.047) between bloom condition and MC-LR removal that showed less removal of the latter at higher bloom intensity and vice versa. Statistical analysis, too, suggested a strong influence of natural organic matter (NOM) on filter performance for MC-LR removal. Also, protein phosphatase inhibition assay (PPIA) toxicity showed less toxic by-product formation when native bacteria were co-cultured and inoculated with A. ramosus and Bacillus sp.) in a sand filter. Hence, combined ozonation-biofilter treatment using co-inoculation may simplify (eco)toxicological and biotransformation research. This will enable the study of diverse contaminants under other environmental parameters.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request (All data, models, and/or code are available).

Acknowledgments

The authors are sincerely thankful to the Natural Sciences and Engineering Research Council (Discovery Grant No. 23451). A Special thanks to Chemin Ste-Foy DWTP operator Mr. Guy Desgroseilliers, Ville de Quebec, for providing quartz sand from the plant’s filtration unit. The authors are also thankful to Dr. Jerome Compte for providing the M. Aeruginosa culture, and to Mr. Dave Gilbert, president and CEO of EMO3 for providing the ozone generator.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 146Issue 11November 2020

History

Received: Jan 6, 2020
Accepted: Jun 9, 2020
Published online: Sep 2, 2020
Published in print: Nov 1, 2020
Discussion open until: Feb 2, 2021

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Authors

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Pratik Kumar [email protected]
Ph.D. Candidate, Institut national de la recherche scientifique- Eau, Terre and Environment, Université du Québec, QC, Canada G1K 9A9. Email: [email protected]
Satinder Kaur Brar, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Lassonde School of Engineering, York Univ., North York, Toronto, ON, Canada M3J 1P3 (corresponding author). Email: [email protected]; [email protected]
Rao Y. Surampalli, Ph.D., Dist.M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Univ. of Nebraska-Lincoln, Lincoln, NE 68588-6105. Email: [email protected]

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