2013
DOI: 10.1016/j.jconhyd.2011.05.006
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Release of contaminants from a heterogeneously fractured low permeability unit underlying a DNAPL source zone

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Cited by 18 publications
(11 citation statements)
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“…Regional groundwater quality management models must upscale the transport equation sufficiently to represent the effects of heterogeneity, including preferential flow in well‐connected high‐conductivity networks and mass transfer between the high‐ and low‐conductivity media. The early arrivals of contaminants caused by the preferential flow and the asymptotical tails resulting from transport through low permeability materials have been frequently observed, which significantly challenges long‐term management (e.g., Bianchi et al, ; Brusseau & Guo, ; Brusseau et al, , ; Dearden et al, ; Fogg et al, ; Fogg & LaBolle, ; Fogg & Zhang, ; Guo & Brusseau, ; LaBolle & Fogg, ; Matthieu et al, ; Seyedabbasi et al, ). Although the effects of heterogeneity can be simulated by explicitly including the spatial variability of hydraulic properties in the model, this approach is not feasible for most plume‐scale contamination sites and is definitely not feasible for regional‐scale models covering 10s to 100s of kilometer.…”
Section: Introductionmentioning
confidence: 99%
“…Regional groundwater quality management models must upscale the transport equation sufficiently to represent the effects of heterogeneity, including preferential flow in well‐connected high‐conductivity networks and mass transfer between the high‐ and low‐conductivity media. The early arrivals of contaminants caused by the preferential flow and the asymptotical tails resulting from transport through low permeability materials have been frequently observed, which significantly challenges long‐term management (e.g., Bianchi et al, ; Brusseau & Guo, ; Brusseau et al, , ; Dearden et al, ; Fogg et al, ; Fogg & LaBolle, ; Fogg & Zhang, ; Guo & Brusseau, ; LaBolle & Fogg, ; Matthieu et al, ; Seyedabbasi et al, ). Although the effects of heterogeneity can be simulated by explicitly including the spatial variability of hydraulic properties in the model, this approach is not feasible for most plume‐scale contamination sites and is definitely not feasible for regional‐scale models covering 10s to 100s of kilometer.…”
Section: Introductionmentioning
confidence: 99%
“…When the concentration level in the fractures is lower than in the matrix slow counter diffusion will start (Parker et al, 2004). Thus, the contaminants are likely to stay in the matrix for several decades and can serve as a long-term secondary source to groundwater contamination of an underlying aquifer (Dearden et al, 2012).…”
Section: Introductionmentioning
confidence: 99%
“…The shallow aquifer underlying the site consists of c. 1 m of made ground overlying c. 5 m of superficial Quaternary alluvium and river terrace gravels (Chambers et al, 2010;Dearden et al, 2013). Below this lies c. 50 m of relatively impermeable Triassic mudstone (Mercia Mudstone Group) which may be weathered in the top 0.5 to 1.25 m (Chambers et al, 2010).…”
Section: Field Site and Historical Field Data Overviewmentioning
confidence: 99%
“…The river terrace deposits comprise coarser sands and gravels formed from river channel deposition. The water table is typically 1-2 m bgl (below ground level) with hydraulic gradients of 0.001-0.002 towards a local river (Chambers et al, 2010;Dearden et al, 2013).…”
Section: Field Site and Historical Field Data Overviewmentioning
confidence: 99%