2010
DOI: 10.2172/973953
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Technical Basis for Evaluating Surface Barriers to Protect Groundwater From Deep Vadose Zone Contamination

Abstract: The U.S. Department of Energy (DOE) and its predecessors released nearly 2 trillion liters (450 billion gallons) of contaminated liquid into the vadose zone at the Hanford Site. Some of the contaminants currently reside in the deeper parts of the vadose zone where they are much less accessible to characterization, monitoring, and typical remediation activities such as removal and disposal. The DOE Richland Operations Office (DOE-RL) prepared a treatability test plan in 2008 to examine remediation options for a… Show more

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Cited by 8 publications
(6 citation statements)
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References 20 publications
(15 reference statements)
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“…For the Hanford Site pre-construction period, the recharge rate was assumed 9 to be 3.5 mm/year, based on lysimeter studies, water balance computations, and 10 numerical simulations (Gee et al, 1992;1994;Last et al, 2006a, Fayer andKeller, 11 2007;Fayer et al, 2010). In this period, vegetation was dominated by shrub-12 steppe plant communities, composed of summer and winter annual grasses and 13 perennial grasses and shrubs.…”
Section: Hydrologymentioning
confidence: 99%
“…For the Hanford Site pre-construction period, the recharge rate was assumed 9 to be 3.5 mm/year, based on lysimeter studies, water balance computations, and 10 numerical simulations (Gee et al, 1992;1994;Last et al, 2006a, Fayer andKeller, 11 2007;Fayer et al, 2010). In this period, vegetation was dominated by shrub-12 steppe plant communities, composed of summer and winter annual grasses and 13 perennial grasses and shrubs.…”
Section: Hydrologymentioning
confidence: 99%
“…The simulation to acquire the initial conditions started with unit hydraulic gradient conditions from the water table to the surface and was allowed to run for 10,000 years to establish steadystate conditions. For the pre-and post-construction periods, the respective recharge rates were assumed to be 3.5 and 92 mm/yr for the SX Tank Farm (Fayer et al 2010). The increase in the recharge rate is due to the removal of vegetation within the tank farm area.…”
Section: Numerical Model Configurationmentioning
confidence: 99%
“…The top boundary received a constant recharge rate and the bottom boundary was represented as a water table condition. The recharge rate was set at 60 mm/yr, representing current conditions with disturbed surface (Fayer et al 2010).…”
Section: Simulation Configurationmentioning
confidence: 99%
“…The base thickness and hydraulic properties (Khaleel et al 2001) of the geological units in Table 9 were used unless otherwise stated in Table 11. The recharge rate was set at 60 mm/yr, representing current conditions with disturbed surface (Fayer et al 2010).…”
Section: Simulation Scenariosmentioning
confidence: 99%