1982
DOI: 10.1029/wr018i003p00588
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An upstream finite element method for solution of transient transport equation in fractured porous media

Abstract: A finite element method for the solution of two‐dimensional transient dispersive‐convective transport of nonconservative solute species in fractured porous media is presented. A two‐nodal point one‐dimensional transport element for fractures is developed which provides a number of advantages relative to conventional fracture representation by two‐dimensional continuum elements. To eliminate the oscillatory behavior of convective‐dominated transport which is a more likely occurrence in fracture, a very efficien… Show more

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Cited by 299 publications
(118 citation statements)
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References 16 publications
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“…Further, one must be able to identify the locations and orientations of the discrete fractures for the model to be realistic. 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.…”
Section: Discrete Fracture Modelsmentioning
confidence: 99%
“…Further, one must be able to identify the locations and orientations of the discrete fractures for the model to be realistic. 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.…”
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%
“…where nf denotes the number of intersecting fractures and αk is computed by Equation (14). TPFA scheme requires generating the K-orthogonal grids for flux computation, which is not easy for DFM.…”
Section: Numerical Discretization and Prismatic Meshing Strategiesmentioning
confidence: 99%
“…It is able to account for the effect of large-scale fractures explicitly. Noorishad and Mehran [14], and Baca et al [15] were among the early authors introducing DFM for single-phase flow. Kim and Deo [16], Karimi-Fard and Firoozabadi [17] developed DFMs based on the finite-element method for two-phase flow in fractured reservoirs.…”
Section: Introductionmentioning
confidence: 99%