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Sep 1, 2008

Methods for Quantifying Lime Incorporation into Dewatered Sludge. I: Bench-Scale Evaluation

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Publication: Journal of Environmental Engineering
Volume 134, Issue 9

Abstract

The addition of alkaline material (usually lime) to treated municipal sludge can be used to raise the pH to 12 and generate Class A or B biosolids. When lime is added to dewatered sludge, it must first be made into a slurry before the pH can be measured to demonstrate regulatory compliance. In this study, pH 12 was achieved in slurries prepared from lime-amended dewatered sludge, even when the lime was poorly incorporated and relatively high fecal coliform levels were detected. Thus, quantitative indicators of lime incorporation are needed to complement slurry pH measurements and ensure that sufficient contact occurs between lime and sludge particles to achieve adequate stabilization. In this study, the usefulness of several potential measures of lime incorporation—pH, CO2 consumption, distribution of calcium, fecal coliforms, NH3 and reduced sulfur compound production, and ATP—was systematically evaluated using a bench-scale system. Sludge pH and CO2 consumption were not influenced by the extent of lime incorporation. The distribution of calcium and fecal coliform levels appear to be useful measures of lime incorporation. NH3 and reduced sulfur compound emissions and ATP levels can also be used to assess lime incorporation provided recommended experimental techniques are used.

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Acknowledgments

Financial support for this project was provided by DC WASA. Irina Y. Chikounova provided valuable technical assistance.

References

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 134Issue 9September 2008
Pages: 750 - 761

History

Received: May 21, 2007
Accepted: Aug 27, 2007
Published online: Sep 1, 2008
Published in print: Sep 2008

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Authors

Affiliations

Jason M. North
Regional Manager, Natgun Corporation, 4500 Black Rock Rd., Hampstead, MD 21074. E-mail: [email protected]
Jennifer G. Becker
Associate Professor, Dept. of Environmental Science and Technology, Univ. of Maryland, College Park, MD 20742 (corresponding author). E-mail: [email protected]
Eric A. Seagren, A.M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742. E-mail: [email protected]
Mark Ramirez
Biosolids Process Engineer, District of Columbia Water and Sewer Authority (DC WASA), 5000 Overlook Ave. SW, Washington, DC 20032. E-mail: [email protected]
Christopher Peot
P.E.
Biosolids Division Manager, District of Columbia Water and Sewer Authority (DC WASA), 5000 Overlook Ave. SW, Washington, DC 20032. E-mail: [email protected]

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