TECHNICAL PAPERS
Dec 1, 2007

Lactate Transport in Soil by DC Fields

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 12

Abstract

Electrokinetic injection of lactate, a negatively charged biodegradable organic, in homogeneous soils is evaluated. Net lactate migration rate on the order of 5cm2Vday is measured in sand from cathode towards the anode. The ionic injection in sand was dependent on current density; however, the increase in electric current did not result in an equivalent increase in lactate transport due to development of an appreciable electroosmotic (EO) flow from the anode to the cathode. While high EO flow ( ke on the order 106 to 105cm2Vs ) occurred in clay samples, ion migration from cathode to anode is the dominant transport process under relatively high current density ( 5.3Am2 in this study) and can be used as an effective transport mechanism for negatively charged additives. An effective lactate reactive transport rate of more than 3cmd (under 1Vcm ) can be achieved in clays, which is at least two orders of magnitude greater than hydraulic injection under unit hydraulic gradient. Even though lactate concentrations in the clay were below 10% of the boundary value due to biological transformation, these concentrations (few 100smgL ) are high enough to maintain microbial activities capable of degrading organic contaminants. At the same time, control experiments showed that, while lactate adsorption was negligible, hydraulic injection under a unit gradient was ineffective because of the low hydraulic conductivity of clay and the biodegradation of lactate.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 133Issue 12December 2007
Pages: 1587 - 1596

History

Received: Jun 7, 2004
Accepted: Sep 18, 2006
Published online: Dec 1, 2007
Published in print: Dec 2007

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Authors

Affiliations

Xingzhi Wu
Civil and Environmental Engineering Dept., Northeastern Univ., Boston, MA 02115.
Akram N. Alshawabkeh
Civil and Environmental Engineering Dept., Northeastern Univ., 400 Snell Engineering, 360 Huntington Avenue, Boston, MA 02115 (corresponding author). E-mail: [email protected]
David B. Gent
U.S. Army Corps of Engineers, Engineer Research and Development Center, Environmental Laboratory, 3909 Halls Ferry Road, Vicksburg, MS 39180-6199.
Steven L. Larson
U.S. Army Corps of Engineers, Engineer Research and Development Center, Environmental Laboratory, 3909 Halls Ferry Road, Vicksburg, MS 39180-6199.
Jeffery L. Davis
U.S. Army Corps of Engineers, Engineer Research and Development Center, Environmental Laboratory, 3909 Halls Ferry Road, Vicksburg, MS 39180-6199.

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