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Heavy Metals Removal from Acidic and Saline Soil Leachate Using Either Electrochemical Coagulation or Chemical Precipitation
Authors:Nathalie Meunier  Patrick Drogui  Camille Montané  Robert Hausler  Jean-Fran?ois Blais  Guy Mercier
Affiliation:1Postdoctoral Researcher, Station Expérimentale des Procédés Pilotes en Environnement, école de Technologie Supérieure, 1100, Rue Notre-Dame Ouest, Montréal, QC, Canada H3C 1K3. E-mail: blaisjf@videotron.ca
2Research Associate, Institut National de la Recherche Scientifique (Centre Eau, Terre et Environnement), Université du Québec, 490 Rue de la Couronne, Québec, QC, Canada G1K 9A9. E-mail: patrick_drogui@ete.inrs.ca
3Undergraduate Student, école Nationale Supérieure de Chimie de Rennes (ENSCR), Avenue du Général Leclerc, 37500 Rennes, France. E-mail: camille.montane@eleves.ensc-rennes.fr
4Professor, Station Expérimentale des Procédés Pilotes en Environnement, école de Technologie Supérieure, 1100, Rue Notre-Dame Ouest, Montréal, QC, Canada H3C 1K3. E-mail: robert.hausler@etsmtl.ca
5Professor, Institut National de la Recherche Scientifique (Centre Eau, Terre et Environnement), Université du Québec, 490 Rue de la Couronne, Québec, QC, Canada G1K 9A9 (corresponding author). E-mail: blaisjf@ete.inrs.ca (corresponding author).
6Professor, Institut National de la Recherche Scientifique (Centre Eau, Terre et Environnement), Université du Québec, 490 Rue de la Couronne, Québec, QC, Canada G1K 9A9. E-mail: guy_mercier@ete.inrs.ca
Abstract:This study compares electrocoagulation and chemical precipitation for heavy metals removal from acidic soil saline leachate (SSL) at the laboratory pilot scale. The electrocoagulation process was evaluated via an electrolytic cell [12 cm (width)×12 cm (length)×19 cm (depth)] using mild steel electrodes (10 cm width×11 cm high), whereas chemical precipitation was evaluated using either calcium hydroxide [Ca(OH)2] or sodium hydroxide (NaOH). By comparison with chemical precipitation at a pH varying between 7 and 8, electrocoagulation was more effective in removing metals from SSL having a relatively low contamination level (124?mg?Pb/L and 38?mg?Zn/L). For SSL enriched with different heavy metals (each concentration of metals was initially adjusted to 100 mg/L) and treated at a pH lower than 8.5, with the exception of Cd, the residual metal concentrations at the end of the experiments were below the acceptable level recommended for effluent discharge in urban sewage works (less than 4 mg/L of each residual metal concentration was recorded) using electrocoagulation, contrary to chemical precipitation using NaOH (more than 15 mg/L of each residual metal concentration was recorded). By comparison, chemical precipitation using Ca(OH)2 was effective in reducing Cr, Cu, Ni, and Zn under the permissive level, but not for Cd and Pb. However, both chemical precipitation processes needed to be operated at higher pH values (around 10.0) to be more effective in reducing metals from SSL and, therefore, required a pH adjustment of the effluent before discharge, whereas electrochemical treatment had a practical advantage of producing an effluent having a pH close to the neutral value and suitable for stream discharge in the receiving water. On the other hand, electrocoagulation was also found to be very efficient for removing Pb from very contaminated solutions (250–2,000 mg?Pb/L). At least 94% of Pb was removed regardless of the initial Pb concentration in the SSL. Electrochemical coagulation involves a total cost varying from 8.67 to 13.00 $/tds, whereas 0.84 to 16.73 $/tds is recorded using chemical precipitation. The cost included only energy consumption, chemicals consumption, and metallic sludge disposal.
Keywords:Heavy metals  Effluents  Abatement and removal  Coagulation  Soil treatment  
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