1994
DOI: 10.2172/10189505
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Feasibility study of tank leakage mitigation using subsurface barriers

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Cited by 7 publications
(12 citation statements)
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“…This section describes the ICM technologies for soil contamination that are described in the Phase 1 RFIKMS work plan and in Feasibility Study ofTank Leakage Mitigation Using Subsurface Barriers (Treat et al 1995 Grout Walls. Grout walls are formed by either injecting grout under pressure directly into the soil matrix (permeation grouting) or in conjunction with drilling (jet grouting) at regularly spaced intervals to form a continuous low-permeability barrier.…”
Section: F361 Interim Corrective Measure Technologies For Soil Conmentioning
confidence: 99%
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“…This section describes the ICM technologies for soil contamination that are described in the Phase 1 RFIKMS work plan and in Feasibility Study ofTank Leakage Mitigation Using Subsurface Barriers (Treat et al 1995 Grout Walls. Grout walls are formed by either injecting grout under pressure directly into the soil matrix (permeation grouting) or in conjunction with drilling (jet grouting) at regularly spaced intervals to form a continuous low-permeability barrier.…”
Section: F361 Interim Corrective Measure Technologies For Soil Conmentioning
confidence: 99%
“…This section describes the ICMs for groundwater contamination that are defined in the Phase 1 RFVCMS work plan (DOE-RL 2000) and in Feasibility Study of Tank Leakage Mitigation Using Subsurface Barriers (Treat et al 1995 3.6.2.3 In Situ Treatment Technologies. In situ treatment technologies are oriented at treating the contamination in place to either selectively extract contaminants or to stabilize and isolate contaminants from migrating in the groundwater.…”
Section: F362 Interim Corrective Measure Technologies For Groundwamentioning
confidence: 99%
“…The typical geometry is a V-shaped pattern of holes that intersect beneath the tank (e.g., Treat et al, 1995).…”
Section: Designmentioning
confidence: 99%
“…The specific risk index values shown in Table C2-1 were derived based on the model and approach as documented in Treat et al (1994) to analyze the TWRS baseline alternative performance in terms of public risk exposure via the ground-water pathway. The values indicate the potential peak risk to a maximally exposed individual, with key assumptions of a 70 year lifetime and distribution coefficients (KJ set to zero.…”
Section: Constituents Of Concernmentioning
confidence: 99%
“…In addition, the model results used to determine the risk factors (Treat et al, 1994) assumed a tank farm consisting of twelve tanks with average waste composition and geological features typical of the Hanford 200 East and West Areas. Accordingly, the risk factors may be somewhat non-conservative in under certain geologic and inventory conditions.…”
Section: Constituents Of Concernmentioning
confidence: 99%