Technical Papers
Apr 25, 2018

Rates of Sulfate Reduction Achieved in Columns Based on Untreated Sugarcane Bagasse for Metals Removal

Publication: Journal of Environmental Engineering
Volume 144, Issue 7

Abstract

Groundwater contamination by mining effluents and spills at industrial sites often involves toxic metals and sulfate. Passive remediation systems, such as permeable reactive barriers, are attractive alternatives to traditional pump-and-treat. The rates of bacterial sulfate reduction for metals precipitation were assessed in three biocolumns assembled using sugarcane bagasse in natural form as the carbon and energy substrate for sulfate-reducing bacteria. An abiotic experiment receiving glutaraldehyde was assembled for comparison. An input solution containing 5,000–6,004  mg/L sulfate, 10.0–15.0  mg/L zinc, and 10.0–15.2  mg/L nickel was supplied to the columns at 126.7  mL/day for 145 days or 19.3 pore volumes of flow. From 30 to 145 days, pH increased from 5.5–5.8 to 6.8–8.0, the oxidation-reduction potential (ORP) declined from positive values to approximately 400  mV, sulfate concentrations declined by approximately 1,000  mg/L, and metals (Zn and Ni) declined to nondetectable levels. Scanning electron microscopy with energy dispersive spectroscopy (EDS) confirmed Zn and Ni with S in the solid phase. The achieved rates of sulfate reduction spanned from 0.27 to 0.92 mg SO42/L per day per initial gram (dry basis) of sugarcane bagasse, surpassing the maximum rate reported in the literature for a leaf-mulch, wood-chip, sawdust column. In contrast, the abiotic-column ORP remained at +150  mV, pH remained in the 5.5–6.5 range, and sulfate and phosphate underwent nonreactive transport. Also, nickel was not removed. On the contrary, measured Ni release was greater than the input concentration. For zinc, the data suggested adsorption onto bagasse, with breakthrough retardation. Sugarcane bagasse appears a suitable substrate for passive in situ groundwater cleanup in many areas of the world where this residue abounds.

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Acknowledgments

The second author acknowledges the financial support from FAPESP, project number 2012/08797-2.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 144Issue 7July 2018

History

Received: Oct 2, 2017
Accepted: Dec 19, 2017
Published online: Apr 25, 2018
Published in print: Jul 1, 2018
Discussion open until: Sep 25, 2018

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Authors

Affiliations

Giuliano Bordin Trindade
Ph.D. Student, Division of Civil Engineering, Aeronautics Institute of Technology, Praça Marechal Eduardo Gomes, 50, Vila das Acácias, São José dos Campos 12228-900, SP, Brazil.
Paulo Scarano Hemsi, Ph.D. [email protected]
Professor, Division of Civil Engineering, Aeronautics Institute of Technology, Praça Marechal Eduardo Gomes, 50, Vila das Acácias, São José dos Campos 12228-900, SP, Brazil (corresponding author). Email: [email protected]
Daniella Cardoso Buzzi
D.Sc.
Postdoctoral, Chemical Engineering, Univ. of São Paulo, Av. Prof. Luciano Gualberto, tr. 3, n° 380, São Paulo 05508-010, SP, Brazil.
Jorge Alberto Soares Tenório
D.Sc.
Professor, Chemical Engineering, Univ. of São Paulo, Av. Prof. Luciano Gualberto, tr. 3, n° 380, São Paulo 05508-010, SP, Brazil.
Maria Eugenia Gimenez Boscov
D.Sc.
Professor, Structural and Geotechnical Engineering, Univ. of São Paulo, Av. Prof. Luciano Gualberto, tr. 3, n° 380, São Paulo 05508-010, SP, Brazil.

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