2012
DOI: 10.1007/978-1-4614-2239-6_10
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Source Remediation Challenges

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Cited by 9 publications
(12 citation statements)
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“…The threshold between ganglia and pooled DNAPL in this work ( S N = 0.2) was referred to previous literature values (e.g., Christ et al., 2010; Gerhard & Kueper, 2003; Stonestrom & Rubin, 1989). Such simplification allowed the analysis to focus on the relative spatial distribution of ganglia and pooled DNAPL instead of the exact S N values (Abriola et al., 2012). This strategy significantly reduced the uncertainty of the unknowns and made the reconstruction problem more tractable.…”
Section: Inversion Methodologymentioning
confidence: 99%
“…The threshold between ganglia and pooled DNAPL in this work ( S N = 0.2) was referred to previous literature values (e.g., Christ et al., 2010; Gerhard & Kueper, 2003; Stonestrom & Rubin, 1989). Such simplification allowed the analysis to focus on the relative spatial distribution of ganglia and pooled DNAPL instead of the exact S N values (Abriola et al., 2012). This strategy significantly reduced the uncertainty of the unknowns and made the reconstruction problem more tractable.…”
Section: Inversion Methodologymentioning
confidence: 99%
“…A great challenge in understanding and predicting groundwater flow and the movement and fate of substances in the subsurface is accurate estimation of heterogeneity at needed scales of resolution. Complexity of hydrogeology or heterogeneity of hydraulic conductivity ( K ) has been cited almost universally among main reasons for failure or poor performance of groundwater remediation and monitoring systems (National Research Council [NRC] , ; Illman and Alvarez ; Anderson and McCray ; Leeson and Stroo ; Abriola et al ). Commonly used methods such as slug tests, flowmeter tests, and direct push tests or analysis of borehole samples (e.g., grain size analysis and sample permeameter tests) provide highly resolved estimates, but are one‐dimensional (1D) and cannot resolve important details of the continuous, 3D heterogeneous nature of the subsurface (e.g., continuity or discontinuity of high‐ K and low‐ K bodies), which are necessary for predicting transport and for remediation method selection, design, and operation (Anderson ; Butler ; NRC , ; Bohling et al ; Castagna and Bellin ; Brauchler et al ).…”
Section: Introductionmentioning
confidence: 99%
“…Many remediation strategies endeavor to remove subsurface NAPL in order to reduce NAPL mass flux, contaminant plume concentrations, and plume longevity. However, subsurface heterogeneity and complex NAPL distributions make complete NAPL removal challenging [ Abriola et al ., ]. NAPL remediation efforts may involve accelerating NAPL mass transfer through soil venting, air sparging, biodegradation, and/or pumping and treating, as well as physical removal of the NAPL phase by enhancing mobilization and capture [ National Research Council , ].…”
Section: The Organic Napl Sourcementioning
confidence: 99%