1985
DOI: 10.1016/0020-7225(85)90066-7
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Flow of non-newtonian fluid through porous media

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Cited by 36 publications
(13 citation statements)
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“…For yield stress fluids (mud, cement, concentrated emulsions, or foams), which flow like liquids only beyond a critical stress and behave as solids otherwise, various analytical or numerical approaches [4] have been developed but the validity of their physical assumptions could not be checked. Some in-depth physical studies suggested that two critical effects could occur: (i) at the pore scale the flowing volume increases with the pressure gradient [5] and (ii) at a macroscopic scale the flow starts as a percolation effect, i.e., at a critical pressure drop liquid regions exist only along a specific path throughout the porous medium [5,6], and as ∇p is increased more flowing paths progressively form within the porous medium.…”
Section: Introductionmentioning
confidence: 99%
“…For yield stress fluids (mud, cement, concentrated emulsions, or foams), which flow like liquids only beyond a critical stress and behave as solids otherwise, various analytical or numerical approaches [4] have been developed but the validity of their physical assumptions could not be checked. Some in-depth physical studies suggested that two critical effects could occur: (i) at the pore scale the flowing volume increases with the pressure gradient [5] and (ii) at a macroscopic scale the flow starts as a percolation effect, i.e., at a critical pressure drop liquid regions exist only along a specific path throughout the porous medium [5,6], and as ∇p is increased more flowing paths progressively form within the porous medium.…”
Section: Introductionmentioning
confidence: 99%
“…Equation (28) porous medium [31][32][33], as well as a balance between viscosity and inertia in Stokes' first [24,34] and second problems [25,26], where the operator is applied to the fluid velocity. We here rely on the previous mathematical analysis of the p-Laplacian equation to provide insight into our viscous-elastic problem, such as self-similarity and compact support of the solutions for pressure and deformation fields.…”
Section: P-laplacian Equation Governing the Pressure Field And Itsmentioning
confidence: 99%
“…We consider a slightly compressible fluid, where the specific mass P is related to the pressure by the relation (2) Po is a reference pressure for which P = Po, and f3 is the compressibility coefficient.…”
Section: Governing Equationsmentioning
confidence: 99%
“…First let us recall from [2] some results concerning the equation (16). As shown in [2], the use of the similarity variable…”
Section: Governing Equationsmentioning
confidence: 99%
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