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  • 1
    Keywords: Computer science. ; Differential equations. ; Pollution. ; System theory. ; Mathematical models. ; Models of Computation. ; Differential Equations. ; Pollution. ; Complex Systems. ; Mathematical Modeling and Industrial Mathematics.
    Description / Table of Contents: Introduction, objectives -- Overview of uncertainty propagation methods -- Review of Probabilistic versus Fuzzy Approaches to Uncertainty Propagation in Geosciences -- Fuzzy set characterization of uncertainty (fuzzy variables) -- Applications of uncertainty analyses on simplified models -- Applications of uncertainty analysis to 3D subsurface contamination problems -- Discussion and conclusions.
    Abstract: This book highlights several methods and quantitative implementations of both probabilistic and fuzzy-based approaches to uncertainty quantification and uncertainty propagation through environmental subsurface pollution models with uncertain input parameters. The book focuses on methods as well as applications in hydrogeology, soil hydrology, groundwater contamination, and related areas (e.g., corrosion of nuclear waste canisters). The methods are illustrated for a broad spectrum of models, from non-differential I/O models to complex PDE solvers, including a novel 3D quasi-analytical model of contaminant transport, and a site-specific computer model of dissolved contaminant migration from a DNAPL (Dense Non Aqueous Phase Liquid) pollution source.
    Type of Medium: Online Resource
    Pages: IX, 95 p. 31 illus., 27 illus. in color. , online resource.
    Edition: 1st ed. 2023.
    ISBN: 9789819962419
    Series Statement: SpringerBriefs in Applied Sciences and Technology,
    DDC: 004.0151
    Language: English
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  • 2
    Electronic Resource
    Electronic Resource
    s.l. : American Chemical Society
    Industrial & engineering chemistry research 34 (1995), S. 3508-3513 
    ISSN: 1520-5045
    Source: ACS Legacy Archives
    Topics: Chemistry and Pharmacology , Process Engineering, Biotechnology, Nutrition Technology
    Type of Medium: Electronic Resource
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  • 3
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical journal international 96 (1989), S. 0 
    ISSN: 1365-246X
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences
    Notes: Summary. A geothermal and hydrochemical anomaly was observed in the Lower Triassic sandstone aquifer in the Vittel region (Vosges, France). This anomaly was attributed to a hydrothermal spring under sedimentary cover. In order to localize the hot spring and to quantify more precisely its flow rate and temperature, it is necessary to consider the 3-D thermal problem by taking into account the complex geometry of the domain and the flow rate in the aquifer. A 3-D numerical model of thermal conductive and forced convective transfer, developed for hydrological problems including approximate geometrical and topographical effects, is used which (i) can be directly applied to geologic strata (aquifers) with varying thickness and top and base slope; and (ii) allows calculation of heat flux anomalies associated with fluid flow in such geologically realistic aquifers.The heat transfer equation is formulated in an orthogonal curvilinear coordinate system. As most geometries dealing with geothermal phenomena in sedimentary basins are nearly horizontal, this formulation can be simplified, leading readily to numerical solution with a finite difference method. The application of the 3-D model to the Vittel aquifer gives temperature results in agreement with measurements. These results provide evidence for the importance of associated forced convection and topographical effects for ground temperature distribution, and show clearly that heat flow in many basins is interpretable only if careful hydrological and thermal studies are made.
    Type of Medium: Electronic Resource
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  • 4
    Electronic Resource
    Electronic Resource
    Springer
    Transport in porous media 5 (1990), S. 341-379 
    ISSN: 1573-1634
    Keywords: Two-phase ; heterogeneous media ; large-scale averaging ; dynamic effective properties
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Technology
    Notes: Abstract In order to capture the complexities of two-phase flow in heterogeneous porous media, we have used the method of large-scale averaging and spatially periodic models of the local heterogeneities. The analysis leads to the large-scale form of the momentum equations for the two immiscible fluids, a theoretical representation for the large-scale permeability tensor, and a dynamic, large-scale capillary pressure. The prediction of the permeability tensor and the dynamic capillary pressure requires the solution of a large-scale closure problem. In our initial study (Quintard and Whitaker, 1988), the solution to the closure problem was restricted to the quasi-steady condition and small spatial gradients. In this work, we have relaxed the constraint of small spatial gradients and developed a dynamic solution to the closure problem that takes into account some, but not all, of the transient effects that occur at the closure level. The analysis leads to continuity and momentum equations for theβ-phase that are given by $$\begin{gathered} \frac{{\partial \left\{ {\varepsilon _\beta } \right\}}}{{\partial t}} + \nabla \cdot \left\{ {\langle V_\beta \rangle } \right\} = 0, \hfill \\ \left\{ {\langle V_\beta \rangle } \right\} = - \frac{1}{{\mu _\beta }}K_\beta ^* \cdot \left( {\nabla \left\{ {\langle p_\beta \rangle ^\beta } \right\}^\beta - \rho _\beta g} \right) - u_\beta \frac{{\partial \left\{ {\varepsilon _\beta } \right\}}}{{\partial t}}^* - U_\beta \cdot \nabla \frac{{\partial \left\{ {\varepsilon _\beta } \right\}^* }}{{\partial t}} - \hfill \\ - \frac{1}{{\mu _\beta }}\mathcal{M}_\beta :\nabla \nabla \left\{ {\langle p_\beta \rangle ^\beta } \right\}^\beta - \frac{1}{{\mu _\beta }}\mathcal{R}_\beta :\nabla \Phi _\beta - \frac{1}{{\mu _\beta }}\Phi _\beta \hfill \\ \end{gathered} $$ . Here {〈v β〉} represents the large-scale averaged velocity for theβ-phase, {εβ}* represents the largescale volume fraction for theβ-phase andK β * represents the large-scale permeability tensor for theβ-phase. We have considered only the case of the flow of two immiscible fluids, thus the large-scale equations for theγ-phase are identical in form to those for theβ-phase. The terms in the momentum equation involving $${{\partial \left\{ {\varepsilon _\beta } \right\}^* } \mathord{\left/ {\vphantom {{\partial \left\{ {\varepsilon _\beta } \right\}^* } {\partial t}}} \right. \kern-\nulldelimiterspace} {\partial t}}$$ and $${{\nabla \partial \left\{ {\varepsilon _\beta } \right\}^* } \mathord{\left/ {\vphantom {{\nabla \partial \left\{ {\varepsilon _\beta } \right\}^* } {\partial t}}} \right. \kern-\nulldelimiterspace} {\partial t}}$$ result from the transient nature of the closure problem, while the terms containing $$\nabla \nabla \left\{ {\langle p_\beta \rangle ^\beta } \right\}^\beta ,\nabla \Phi _\beta $$ andΦ β are the results of nonlinear variations in the large-scale field. All of the latter three terms are associated with second derivatives of the pressure and thus present certain unresolved mathematical problems. The situation concerning the large-scale capillary pressure is equally complex, and we indicate the functional dependence of {pc}c by $$\left\{ {p_c } \right\}^c = \mathcal{F}\left( {\partial \left\{ {\varepsilon _\beta } \right\}^* ,\left( {\rho _\gamma - \rho _\beta } \right)g,\nabla \left\{ {\langle p_\beta \rangle ^\beta } \right\}^\beta ,\frac{{\partial \left\{ {\varepsilon _\beta } \right\}^* }}{{\partial t}},etc.} \right)$$ . Because of the highly nonlinear nature of the capillary pressure-saturation relation, small causes can have significant effects, and the treatment of the large-scale capillary pressure is a matter of considerable concern. On the basis of the derived closure problems, estimates ofu β, etc., are available and they clearly indicate that the nontraditional terms in the momentum equation can be discarded whenl H ≪ℒ. Herel H is the characteristic length scale for the heterogeneities and ℒ is the characteristic length scale for the large-scale averaged quantities. Whenl H is not small relative to ℒ, the nontraditional terms must be considered and nonperiodic boundary conditions must be developed for the closure problem. Detailed numerical studies presented in Part II (Quintard and Whitaker, 1990) and carefully documented experimental studies described in Part III (Berlin et al., 1990) provide further insight into the effects of large spatial and temporal gradients.
    Type of Medium: Electronic Resource
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  • 5
    Electronic Resource
    Electronic Resource
    Springer
    Transport in porous media 5 (1990), S. 429-472 
    ISSN: 1573-1634
    Keywords: Two-phase ; heterogeneous porous media ; large-scale averaging ; numerical experiments ; stratified media
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Technology
    Notes: Abstract In this work, we make use of numerical experiments to explore our original theoretical analysis of two-phase flow in heterogeneous porous media (Quintard and Whitaker, 1988). The calculations were carried out with a two-region model of a stratified system, and the parameters were chosen be consistent with practical problems associated with groundwater flows and petroleum reservoir recovery processes. The comparison between theory (the large-scaled averaged equations) and experiment (numerical solution of the local volume averaged equations) has allowed us to identify conditions for which the quasi-static theory is acceptable and conditions for which a dynamic theory must be used. Byquasi-static we mean the following: (1) The local capillary pressure,everywhere in the averaging volume, can be set equal to the large-scale capillary pressure evaluated at the centroid of the averaging volume and (2) the large-scale capillary pressure is given by the difference between the large-scale pressures in the two immiscible phases, and is therefore independent of gravitational effects, flow effects and transient effects. Bydynamic, we simply mean a significant departure from the quasi-static condition, thus dynamic effects can be associated with gravitational effects, flow effects and transient effects. To be more precise about the quasi-static condition we need to refer to the relation between the local capillary pressure and the large-scale capillary pressure derived in Part I (Quintard and Whitaker, 1990). $$\begin{gathered} p_c \left| {_y = \left\{ {p_c } \right\}^c } \right|_x + \left( {\rho _\gamma - \rho _\beta } \right)g \cdot \left( {y - \left\{ y \right\}^c } \right) + \Omega _\gamma \cdot [\left( {y + b_\gamma } \right) - \left\{ {y + b_\gamma } \right\}^c ] - \Omega _\beta \cdot [\left( {y + b_\beta } \right) - \left\{ {y + b_\beta } \right\}^c ] + \hfill \\ + \tfrac{1}{2}\nabla \Omega _\gamma :[\left( {yy + D_\gamma } \right) - \left\{ {yy + D_\gamma } \right\}^c ] - \tfrac{1}{2}\nabla \Omega _\beta :[\left( {yy + D_\beta } \right) - \left\{ {yy + D_\beta } \right\}^c ] + \hfill \\ + [\left( {\mu _\gamma A_\gamma - \mu _\beta A_\beta } \right) - \left\{ {\mu _\gamma A_\gamma - \mu _\beta A_\beta } \right\}^c ]\frac{{\partial \left\{ { \in _\beta } \right\}*}}{{\partial t}} + \hfill \\ + [\left( {\mu _\gamma c_\gamma - \mu _\beta c_\beta } \right) - \left\{ {\mu _\gamma c_\gamma - \mu _\beta c_\beta } \right\}^c ] \cdot \nabla \frac{{\partial \left\{ { \in _\beta } \right\}*}}{{\partial t}} + \hfill \\ + \mu _\gamma (E_\gamma - \left\{ {E_\gamma } \right\}^c ):\nabla \Phi _\gamma - \mu _\beta (E_\beta - \left\{ {E_\beta } \right\}^c ):\nabla \Phi _{\beta \cdot } \hfill \\ \end{gathered} $$ Herep c ¦y represents the local capillary pressure evaluated at a positiony relative to the centroid of the large-scale averaging volume, and {p c }¦x represents the large-scale capillary pressure evaluated at the centroid. In addition to{p c } c being evaluated at the centroid, all averaged terms on the right-hand side of Equation (1) are evaluated at the centroid. We can now write the equations describing the quasi-static condition as $$\left\{ {p_c } \right\}^c = \left\{ {\left\langle {p_\gamma } \right\rangle ^\gamma } \right\}^\gamma - \left\{ {\left\langle {p_\beta } \right\rangle ^\beta } \right\}^\beta ,$$ , $$p_c \left| {_y = \left\{ {p_c } \right\}^c } \right|_{x \cdot } $$ , This means that the fluids within an averaging volume are distributed according to the capillary pressure-saturation relationwith the capillary pressure held constant. It also means that the large-scale capillary pressure is devoid of any dynamic effects. Both of these conditions represent approximations (see Section 6 in Part I) and one of our main objectives in this paper is to learn something about the efficacy of these approximations. As a secondary objective we want to explore the influence of dynamic effects in terms of our original theory. In that development only the first four terms on the right hand side of Equation (1) appeared in the representation for the local capillary pressure. However, those terms will provide an indication of the influence of dynamic effects on the large-scale capillary pressure and the large-scale permeability tensor, and that information provides valuable guidance for future studies based on the theory presented in Part I.
    Type of Medium: Electronic Resource
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  • 6
    ISSN: 1573-1634
    Keywords: Two-phase flow ; experimental results ; stratified porous media ; large-scale averaging
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Technology
    Notes: Abstract Two-phase flow in stratified porous media is a problem of central importance in the study of oil recovery processes. In general, these flows are parallel to the stratifications, and it is this type of flow that we have investigated experimentally and theoretically in this study. The experiments were performed with a two-layer model of a stratified porous medium. The individual strata were composed of Aerolith-10, an artificial: sintered porous medium, and Berea sandstone, a natural porous medium reputed to be relatively homogeneous. Waterflooding experiments were performed in which the saturation field was measured by gamma-ray absorption. Data were obtained at 150 points distributed evenly over a flow domain of 0.1 × 0.6 m. The slabs of Aerolith-10 and Berea sandstone were of equal thickness, i.e. 5 centimeters thick. An intensive experimental study was carried out in order to accurately characterize the individual strata; however, this effort was hampered by both local heterogeneities and large-scale heterogeneities. The theoretical analysis of the waterflooding experiments was based on the method of large-scale averaging and the large-scale closure problem. The latter provides a precise method of discussing the crossflow phenomena, and it illustrates exactly how the crossflow influences the theoretical prediction of the large-scale permeability tensor. The theoretical analysis was restricted to the quasi-static theory of Quintard and Whitaker (1988), however, the dynamic effects described in Part I (Quintard and Whitaker 1990a) are discussed in terms of their influence on the crossflow.
    Type of Medium: Electronic Resource
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  • 7
    Electronic Resource
    Electronic Resource
    Springer
    Transport in porous media 3 (1988), S. 357-413 
    ISSN: 1573-1634
    Keywords: Two-phase flow ; heterogeneous porous media ; large-scale averaging ; permeability ; capillary pressure
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Technology
    Notes: Abstract The analysis of two-phase flow in porous media begins with the Stokes equations and an appropriate set of boundary conditions. Local volume averaging can then be used to produce the well known extension of Darcy's law for two-phase flow. In addition, a method of closure exists that can be used to predict the individual permeability tensors for each phase. For a heterogeneous porous medium, the local volume average closure problem becomes exceedingly complex and an alternate theoretical resolution of the problem is necessary. This is provided by the method of large-scale averaging which is used to average the Darcy-scale equations over a region that is large compared to the length scale of the heterogeneities. In this paper we present the derivation of the large-scale averaged continuity and momentum equations, and we develop a method of closure that can be used to predict the large-scale permeability tensors and the large-scale capillary pressure. The closure problem is limited by the principle of local mechanical equilibrium. This means that the local fluid distribution is determined by capillary pressure-saturation relations and is not constrained by the solution of an evolutionary transport equation. Special attention is given to the fact that both fluids can be trapped in regions where the saturation is equal to the irreducible saturation, in addition to being trapped in regions where the saturation is greater than the irreducible saturation. Theoretical results are given for stratified porous media and a two-dimensional model for a heterogeneous porous medium.
    Type of Medium: Electronic Resource
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  • 8
    ISSN: 1573-1634
    Keywords: homogenization ; double porosity ; effective permeability ; nonequilibrium
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Technology
    Notes: Abstract Darcy's flow of a weakly compressible fluid through double porosity media is studied in the framework of the homogenization theory. In previous papers, various classes of single-phase flow have been detected with various determination of the effective permeability tensor for each class. In this paper, the full model including transient phenomena is developed, where the macroscale momentum balance equation represents a modification of Darcy's law with a nonequilibrium term. The effective permeability tensor appears to be nonstationary and is changing during the system evolution in time. Three relaxation times characterize the transient transformations of each component of the macroscale flow velocity. This effect is superposed with the second relaxation phenomenon caused by the exchange flow between dense blocks and the highly conductive matrix. The relaxation times for the effective permeability and for the exchange flow are shown to have different orders. All relaxation parameters are explicitly determined through solutions of cell problems.
    Type of Medium: Electronic Resource
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  • 9
    Electronic Resource
    Electronic Resource
    Springer
    Transport in porous media 24 (1996), S. 107-137 
    ISSN: 1573-1634
    Keywords: homogeneous porous media ; two-phase flow ; volume averaging ; permeability tensors
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Technology
    Notes: Abstract In this paper we continue previous studies of the closure problem for two-phase flow in homogeneous porous media, and we show how the closure problem can be transformed to a pair of Stokes-like boundary-value problems in terms of ‘pressures’ that have units of length and ‘velocities’ that have units of length squared. These are essentially geometrical boundary value problems that are used to calculate the four permeability tensors that appear in the volume averaged Stokes' equations. To determine the geometry associated with the closure problem, one needs to solve the physical problem; however, the closure problem can be solved using the same algorithm used to solve the physical problem, thus the entire procedure can be accomplished with a single numerical code.
    Type of Medium: Electronic Resource
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  • 10
    Electronic Resource
    Electronic Resource
    Springer
    Computational geosciences 3 (1999), S. 161-183 
    ISSN: 1573-1499
    Keywords: flow in porous media ; finite volumes ; numerical stability ; spurious solutions ; 65M06 ; 76S05 ; 65P05
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Computer Science
    Notes: Abstract This paper points out two numerical problems linked to the resolution of compositional multiphase flow models for porous media with the finite‐volume technique. In particular, we consider fluid mixtures featuring fast mass transfers between the phases, hence stiff. In this context, we show how the computation of mass exchange kinetics can be expensive and that erroneous saturation front locations arise. A numerical splitting method is developed which is proven to be stable with advection‐type time steps, whatever the stiffness of the mass transfer. The erroneous front location problem is illustrated and shown to be intrinsically linked to the numerical diffusion. If we assume that the fluids are in thermodynamical equilibrium, we find that spurious solutions can be avoided by deriving and solving a new uncoupled hyperbolic equation for the saturation.
    Type of Medium: Electronic Resource
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