2005
DOI: 10.1029/2004wr003498
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A regional‐scale particle‐tracking method for nonstationary fractured media

Abstract: [1] A regional-scale transport model is introduced that is applicable to nonstationary and statistically inhomogeneous fractured media, provided that hydraulic flow, but not necessarily solute transport, can be approximated by equivalent continuum properties at some block scale. Upscaled flow and transport block properties are transferred from multiple fracture network realizations to a regional model with grid elements of size equal to that found valid for continuum approximation of flow. In the regional-scal… Show more

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Cited by 20 publications
(35 citation statements)
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References 48 publications
(66 reference statements)
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“…For example, analyses show that the effective matrix diffusion coefficient may be scale dependent [40], permeability and porosity changes with support scale and spatial resolution [41], and apparent dispersivity in fractures varies with the scale of observation (in time and space) [7]. The extensive upscaling experiments conducted by Öhman et al [42] and Odén et al [43] further reveal that the standard continuum model cannot capture the dynamics of tracer transport through regional-scale, nonstationary fractured media.…”
Section: Previous Modeling Approaches and Limitationsmentioning
confidence: 99%
“…For example, analyses show that the effective matrix diffusion coefficient may be scale dependent [40], permeability and porosity changes with support scale and spatial resolution [41], and apparent dispersivity in fractures varies with the scale of observation (in time and space) [7]. The extensive upscaling experiments conducted by Öhman et al [42] and Odén et al [43] further reveal that the standard continuum model cannot capture the dynamics of tracer transport through regional-scale, nonstationary fractured media.…”
Section: Previous Modeling Approaches and Limitationsmentioning
confidence: 99%
“…In our case, data from Sellafield, England, are used (Table 2). These were previously analyzed by € Ohman and Niemi [2003], € Ohman et al [2005], and Od en et al [2008], but without considering the effect of FWS. The blocks containing the fracture network are chosen to be cubic with each side of 7.5 m length.…”
Section: Fracture Network Simulationsmentioning
confidence: 99%
“…Both the flow and the particle transport are simulated using the matrix and fracture interaction code (MAFIC) [Miller et al, 1999]. More details concerning the generation of the fracture networks and simulations without the effect of heterogeneity within the fracture plane, and thereby a variable FWS, can be found in the work of € Ohman and Niemi [2003] and € Ohman et al [2005].…”
Section: Fracture Network Simulationsmentioning
confidence: 99%
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