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Chlorinated Solvents |
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Installation Date: Contaminants: Reactive Media: Construction: Point of Contact: |
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The GeoSiphon Cell (patent pending) was installed in the TNX flood plain at the Savannah River Site (SRS) by auger and caisson methods in July 1997. The cell was installed to demonstrate treatment of ground water contaminated with chlorinated volatile organic compounds (CVOCs). Ground-water contamination has been detected in the TNX water table aquifer, but not in the semi-confined or deep aquifers underlying the site. Predominant contaminants, and average concentrations of each, detected in the TNX flood plain are trichloroethylene (TCE) at 200-250 µg/L, cis-1,2-dichloroethylene (cDCE) at 20-50 µg/L, carbon tetrachloride (CT) at 15-45 µg/L, and nitrate (NO3) at 10-70 mg/L. The TNX Area is a semi-works facility for the Savannah River Technology Center, which is located 0.25 mile from the Savannah River near Aiken, SC. The facility was used for pilot-scale testing and evaluation of various chemical processes associated with the SRS. The water table elevation averages 100 ft above mean sea level under the TNX site, while the Savannah River elevation averages 85 ft. In the flood plain where contamination was detected, the water table aquifer is approximately 35-40 ft thick. It consists of interbedded sand, silty sand, and relatively thin clay layers. Based on testing and modeling analysis, the aquifer may be characterized as having a horizontal hydraulic conductivity of 65 ft/day, vertical hydraulic conductivity of 30 ft/day, effective porosity of 0.15, pore velocity of 3 ft/day, and a horizontal gradient of 0.007. The TNX GeoSiphon Cell is a large-diameter (8-ft) well containing granular zero-valent iron (Fe0) as a treatment media (in place of gravel pack). The cell passively induces flow by use of a siphon from the cell to the Savannah River. The flow is induced by the natural hydraulic head difference between the cell and the river. The passively-induced flow draws contaminated ground water through the treatment cell, where the Fe0 reduces the CVOCs to ethane, ethene, methane, and chloride ions. Treated water is discharged subsequently to the Savannah River.
The GeoSiphon Cell was selected for use at the TNX Area because it offers passive, in situ treatment (no power requirements) at lower operating and maintenance costs than pump-and-treat technology. In contrast to funnel and gate or continuous permeable wall technologies, the GeoSiphon Cell could be constructed using an existing foundation and well drilling techniques. In addition, there is potential for accelerating cleanup through the use of induced flow rates greater than natural flow. With a maximum siphon lift of 25 ft, application of the GeoSiphon Cell technology was found to be limited to areas of shallow ground water such as that existing at the TNX Area. |
Sponsored by the Technology Innovation Program
Date Last Modified: January 14, 2000