Advanced groundwater remediation: Active and passive technologies
Edited by
Franz-Georg Simon;
Franz-Georg Simon
Federal Institute for Materials Research and Testing (BAM), Berlin, Germany
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Tamás Meggyes;
Tamás Meggyes
Federal Institute for Materials Research and Testing (BAM), Berlin, Germany
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Chris McDonald
Chris McDonald
School of Civil Engineering, University of Leeds, Leeds, UK
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Emerald Publishing Limited
ISBN print:
978-0-7277-3645-1
Publication date:
2002
Book Chapter
5. Performance monitoring of a permeable reactive barrier at the Somersworth Landfill Superfund Site
By
Timothy Sivavec;
Timothy Sivavec
1GE Corporate Research and Development Center, One Research Circle, Building K-1, Room 5A45, Niskayuna, NY 12309 USA
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Thomas Krug;
Thomas Krug
2GeoSyntec Consultants, 160 Research Lane, Suite 206, Guelph, Ontario N1G 5B2, Canada
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Karen Berry-Spark;
Karen Berry-Spark
2GeoSyntec Consultants, 160 Research Lane, Suite 206, Guelph, Ontario N1G 5B2, Canada
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Robert Focht
Robert Focht
3EnviroMetal Technologies Inc., 745 Bridge Street West, Suite 7, Waterloo, Ontario N2V 2G6 Canada
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Timothy Sivavec
1GE Corporate Research and Development Center, One Research Circle, Building K-1, Room 5A45, Niskayuna, NY 12309 USA
Thomas Krug
2GeoSyntec Consultants, 160 Research Lane, Suite 206, Guelph, Ontario N1G 5B2, Canada
Karen Berry-Spark
2GeoSyntec Consultants, 160 Research Lane, Suite 206, Guelph, Ontario N1G 5B2, Canada
Robert Focht
3EnviroMetal Technologies Inc., 745 Bridge Street West, Suite 7, Waterloo, Ontario N2V 2G6 Canada
-
Published:2002
Citation
Timothy Sivavec, Thomas Krug, Karen Berry-Spark, Robert Focht, 2002. "5. Performance monitoring of a permeable reactive barrier at the Somersworth Landfill Superfund Site", Advanced groundwater remediation: Active and passive technologies, Franz-Georg Simon, Tamás Meggyes, Chris McDonald
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5.1. Introduction
5.2. Site description and characteristics
5.3. PRB installation and development
5.4. Cored material testing
5.5. Groundwater wells and monitoring
5.6. Hydraulic testing
5.7. Acknowledgements
5.8. References
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