1984
DOI: 10.1002/fld.1650040404
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Modelling fluid flow in fractured‐porous rock masses by finite‐element techniques

Abstract: SUMMARYOne of the major difficulties of modelling fluid flow processes in hard-rock geologies is the complex nature of the porosity systems. Hydraulic behaviour in these rock masses is characterized by both porous and fractured interflow zones. Traditionally, fractured-porous rocks have been modelled as an equivalent porous medium or as a system of fractures separated by impermeable blocks. A new method is proposed that unifies these two approaches for modelling fluid flow processes in fractured-porous media. … Show more

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Cited by 226 publications
(108 citation statements)
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“…Noorishad and Mehran (1982) presented a finite-element method for the transient solution of solute by dispersion and convection in 2D fractured porous media. Baca et al (1984) proposed a 2D finite-element model for single-phase flow with heat and solute transport. Later, Juanes et al (2002) presented a general finite-element model for 3D…”
Section: Discrete Fracture Modelsmentioning
confidence: 99%
“…Noorishad and Mehran (1982) presented a finite-element method for the transient solution of solute by dispersion and convection in 2D fractured porous media. Baca et al (1984) proposed a 2D finite-element model for single-phase flow with heat and solute transport. Later, Juanes et al (2002) presented a general finite-element model for 3D…”
Section: Discrete Fracture Modelsmentioning
confidence: 99%
“…[7] An alternative to dual-porosity/dual-permeability models is the discrete-fracture model [Noorishad and Mehran, 1982;Baca et al, 1984;Granet et al, 1998]. …”
Section: Introductionmentioning
confidence: 99%
“…Such interface models have been studied extensively in the engineering literature, e.g. see [4,25,24,32,26,22], as well as in the mathematical literature, e.g. see [30,3,29,16,20,34,27,12,11], to name just a few.…”
Section: Introductionmentioning
confidence: 99%