Technical Papers
Jul 11, 2013

Leaching of As, Cr, and Cu from High-Carbon Fly Ash–Soil Mixtures

Publication: Journal of Environmental Engineering
Volume 139, Issue 11

Abstract

Three coal fly ashes (FA) with different acid-base characteristics and unburned carbon contents, and their mixtures with a typical embankment soil, were analyzed for arsenic, copper, and chromium leaching as a function of pH using batch-type water leach tests. Final leachate pH of the samples was linearly correlated (R2=0.84) to their water-soluble Ca (a surrogate for soluble CaO) and oxalate-extractable Fe concentrations (a surrogate for amorphous iron hydroxides). The leaching behavior of Cu, Cr, and As appear to be primarily governed by leachate pH, and no significant difference in terms of leaching trends was observed among different fly ashes solely attributable to different unburned carbon content. At acidic pH, increased Cu and Cr (presumably in the form of CrIII) leaching were observed. CrVI was determined as the predominant species in leachates. As and CrVI were strongly retained below pH 7 and leached more at alkaline pH. According to CrVI sorption test results, CrVI retention capacity was higher for fly ashes with higher oxalate-extractable iron content. Thus, minimum metal release occurred from mixtures that produced leachates with pH values near neutral range. The leachate pH of acidic fly ash could be increased by adding soil or ash with neutral characteristics. The fly ash-to-soil ratio should be carefully adjusted because soil addition to ashes improved compactibility of the mixtures but also reduced the retention capacity for As and CrVI. Regardless, pH of naturally alkaline fly ash with high soluble CaO content could not be decreased to a neutral range and leached more metal, especially toxic CrVI.

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Acknowledgments

The funding for this project was provided by the Maryland Department of Natural Resources Power Plant Research Program (PPRP), the Maryland State Highway Administration, and by the U.S. Federal Highway Administration Recycled Materials Resource Center (RMRC). Additional funding for the primary author was provided by the Republic of Turkey Ministry of National Education (MEB). All support is gratefully acknowledged. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the PPRP, SHA, RMRC, and MEB.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 139Issue 11November 2013
Pages: 1397 - 1408

History

Received: Jan 9, 2013
Accepted: Jul 9, 2013
Published online: Jul 11, 2013
Published in print: Nov 1, 2013
Discussion open until: Dec 11, 2013

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Enes Özkök
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742.
Allen P. Davis
F.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742.
Ahmet H. Aydilek [email protected]
M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 1163 Glenn Martin Hall, College Park, MD 20742 (corresponding author). E-mail: [email protected]

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