New Renormalization Schemes for Conductivity Upscaling in Heterogeneous Media
|
|
- Lucas Carter
- 5 years ago
- Views:
Transcription
1 Transp Porous Med () 85: DOI.7/s New Renormalization Schemes for Conductivity Upscaling in Heterogeneous Media M. R. Karim K. Krabbenhoft Received: 8 February / Accepted: April / Published online: 3 April Springer Science+Business Media B.V. Abstract Two new renormalization schemes for conductivity upscaling in heterogeneous media are presented. The schemes follow previous ones by performing the renormalization over square cells of size d with d being the dimensionality. Contrasting with previous schemes, the two-dimensional scheme makes use of the exact block-conductivity. On the basis of the structure of the exact two-dimensional block-conductivity, an analogous threedimensional scheme is proposed. The new schemes are tested on a number of benchmark problems and are shown to be significantly more accurate than existing schemes. Keywords Renormalization Upscaling Heterogeneous media Homogenization Introduction A fundamental problem in many fields of science and engineering is that of representing a heterogeneous conductivity field by a single effective conductivity that characterizes the conditions on some suitable macroscopic length scale. This process is known variously as upscaling or homogenization and common technological applications include the determination of effective hydraulic conductivities in petroleum and water resources engineering and the determination of effective thermal conductivities, molecular diffusivities, and dielectric constants for natural and man-made composites. Common to these problems is the assumption that the transport is governed by a gradient type law on the microscale (the smallest length scale considered) as well as on the macroscale (the largest length scale considered). That is, the physical laws governing the transport are assumed to be scale invariant. The assumption that the physics is invariant across the range of length scales considered is a most convenient one which allows for straightforward application of a large number of standard homogenization procedures. One such procedure is known as renormalization. Originally conceived in the field of quantum electrodynamics, the procedure was first applied M. R. Karim K. Krabbenhoft (B) Centre for Geotechnical and Materials Modelling, University of Newcastle, Callaghan, NSW, Australia kristian.krabbenhoft@gmail.com
2 678 M. R. Karim, K. Krabbenhoft.98 k e k e k e k e k e.3 k e =.5 Fig. Example of block renormalization starting from a 3 3 grid. The problem is the classic random checkerboard with equal phase fractions. The conductivities are k = and k =, giving an effective conductivity of k e = k k =. Also shown in the figures are the Wiener bounds (the harmonic and arithmetic means) to the problem of hydraulic conductivity upscaling by King (989). The basic idea, which is illustrated in two spatial dimensions in Fig., is the following. Given a square domain consisting of n cells, each with a unique conductivity, a partial upscaling is performed by replacing each block in the grid by a single cell with an appropriate representative block-conductivity. This gives a grid consisting of n cells, and the procedure is then repeated recursively until only one macro-cell remains. The conductivity of this cell is the sought effective conductivity. Starting from this basic idea, a large number of different strategies have been developed (see e.g.,green and Patterson 7; Lunati et al. ; Renard and de Marsily 997; Renard et al. ). For the type of procedure described above, the most basic issue is that of determining the representative conductivity of a four-phase block. A fundamental issue is here what boundary conditions should be applied to the block. Strictly speaking, the concept of effective conductivity of random heterogeneous media applies only to volumes of an infinite extent. For finite-size volumes, for example blocks, the effective conductivity will depend on the boundary conditions. In classic renormalization procedures, the boundary conditions are usually of the mixed type. In the two-dimensional case, no-flow Neumann boundary conditions are enforced on two opposite edges while the Dirichlet boundary conditions are enforced on the other two edges (see Fig. ). Similarly, in three dimensions, Dirichlet conditions are applied on two opposite faces while Neumann boundary conditions are enforced on all other faces. In ensemble averaging procedures, pure Dirichlet and Neumann boundary conditions are known to result in upper and lower bounds, respectively, on the effective conductivity while mixed boundary conditions of the type shown in Fig. result
3 New Renormalization Schemes 679 Fig. Four-phase checkerboard with mixed boundary conditions for calculating the block-conductivity in the x-direction y k 3 k 4 No-flow b. c. P P k k x No-flow b. c. in an effective conductivity that falls in between these two bounds Karim and Krabbenhoft ; Ostoja-Starzewski and Schulte 996). Considering the approximate nature of renormalization, the use of mixed boundary conditions thus appears to be quite reasonable. In the following, all results on block-conductivities assume mixed boundary conditions of the kind shown in Fig.. In the context of hydraulic conductivity upscaling, renormalization was first considered by King (989) who devised a finite-difference type solution to the calculation of blockconductivities. In the two-dimensional case this leads to a closed-form expression for the block-conductivity. For the three-dimensional case similar arguments can be used although the equivalent closed-form expression is somewhat more problematic to derive and rather expensive to compute (Green and Patterson 7). The immediate question that arises concerns the accuracy of the block-conductivity solution. Surprisingly, although the relevant two-dimensional solution has been available for some years (Craster and Obnosov ; Milton ; Mortola and Steffe 985), it has not to our knowledge been employed in renormalization schemes. The first aim of the present paper is therefore to use this solution in a conventional renormalization scheme as described above. Second, inspired by the structure of the exact two-dimensional block-conductivity solution, we propose an approximate expression for the block-conductivity of a three-dimensional block. The new schemes are validated against both analytical and numerical (finite element/difference type) solutions. Means For later reference, a number of concepts related to mean values are briefly summarized in the following. Let k = (k, k,...,k n ) be an array of n non-negative conductivities. The arithmetic mean is then given by μ a (k) = n n i= k i = k + k + +k n n = k a () The harmonic mean is given by μ h (k) = ( n ) n = k i= i n ( k + k + + k n ) =[μ a (k )] = k h ()
4 68 M. R. Karim, K. Krabbenhoft where k is to be understood as an element-by-element operation. As is well-known, these means provide rigorous upper and lower bounds on the effective conductivity: k h k e k a (3) In addition to the arithmetic and harmonic means, the geometric mean is also useful. This is given by ( n ) n μ g (k) = k i = (k k k n ) n = exp[μa (ln k)] =k g (4) i= It can be shown that the arithmetic, harmonic, and geometric means are related by Furthermore, it is straightforward to show that k h k g k a (5) k h μ g (k a, k h ) k a (6) Thus, the geometric mean of the harmonic and arithmetic means are bounded by these means themselves. This is a useful property that will be utilized later on. 3 Two-Dimensional Block-Conductivity A crucial feature of the two-dimensional renormalization scheme of King (989) is the calculation of block-conductivities as described in the Introduction. King originally proposed that the block-conductivity of a block involving four different conductivities (see Fig. ) be estimated on the basis of a finite difference approximation as: k e,x = 4(k + k 3 )(k + k 4 )A (k + k + k 3 + k 4 )A + B (7) where A = k k (k 3 + k 4 ) + k 3 k 4 (k + k ) B = 3(k + k )(k 3 + k 4 )(k + k 3 )(k + k 4 ) (8) The block-conductivity in the y-direction is obtained by interchanging k and k 3. As noted by Yeo and Zimmerman (), this approximation is potentially rather inaccurate. Indeed, for the case of a two-phase checkerboard (k = k 4 and k = k 3 ), we have 8r( + r) k e /k = ( + 3r)(3 + r), r = k /k (9) where k e = k e,y = k e, while the exact solution, due to Dykhne (97), is given by k e /k = r () Thus, for large r, the King approximation implies a finite relative block-conductivity of k e /k.67 which is in evident contrast to the exact solution.
5 New Renormalization Schemes 68 k 3 k 4 k 3 k 4 k 3 k 4 y k k k k k k x (a) (b) Fig. 3 Four-phase checkerboard and splittings (a)and(b) for flow in the x-direction 3. Exact Solution for Four-Phase Checkerboard Two approximate solutions to the exact block-conductivity of the four-phase checkerboard can be obtained by the considering the splittings shown in Fig. 3. For splitting (a), the blockconductivity is given by k L,x = μ a [μ h (k, k ), μ h (k 3, k 4 )]= k k (k 3 + k 4 ) + k 3 k 4 (k + k ) (k + k )(k 3 + k 4 ) () while for splitting (b) we have k U,x = μ h [μ a (k, k 3 ), μ a (k, k 4 )]= (k + k 3 )(k + k 4 ) k + k + k 3 + k 4 () It may be shown that () and() constitute, respectively, lower and upper bounds on the exact block-conductivity, hence subscripts L and U. These bounds are in a certain sense similar to conventional harmonic and arithmetic bounds and it could therefore be expected that a more accurate estimate would be obtained by the geometric mean of these two bounds. In fact, as first conjectured by Mortola and Steffe (985) and later demonstrated rigorously by Milton ()and by Craster and Obnosov (), this estimate of the block-conductivity constitutes the exact solution. It may be expressed as where [ ] ( ) k e,x = (k L,x k U,x ) (k + k 3 )(k + k 4 ) I3 = (3) (k + k )(k 3 + k 4 ) I I = k + k + k 3 + k 4 I 3 = k k (k 3 + k 4 ) + k 3 k 4 (k + k ) (4) Again, the block-conductivity in the y-direction is obtained by interchanging k and k 3. In doing so, we note that I and I 3 are coordinate invariant. 4 Three-Dimensional Block-Conductivity Inspired by the structure of the exact two-dimensional solution discussed in the previous section, we now construct a three-dimensional approximation along the same lines. The splittings analogous to the two-dimensional case are shown in Fig. 4. For configuration (a),
6 68 M. R. Karim, K. Krabbenhoft k 7 k 8 k 7 k 8 k 7 k 8 k 3 k 4 k 6 k 3 k 4 k 6 k 3 k 4 k 6 y k k k k k k z (a) (b) x Fig. 4 Three-dimensional eight-phase checkerboard and splittings (a)and(b) for flow in the x-direction the block-conductivity is given by where k L,x = μ a [μ h (k, k ), μ h (k 3, k 4 ), μ h (k 5, k 6 ), μ h (k 7, k 8 )] = k k S + k 3 k 4 S 34 + k 5 k 6 S 56 + k 7 k 8 S 78 (k + k )(k 3 + k 4 )(k 5 + k 6 )(k 7 + k 8 ) S ij = (k + k )(k 3 + k 4 )(k 5 + k 6 )(k 7 + k 8 ) (6) k i + k j For configuration (b) we have k U,x = μ h [μ a (k, k 3, k 5, k 7 ), μ a (k, k 4, k 6, k 8 )] = (k + k 3 + k 5 + k 7 )(k + k 4 + k 6 + k 8 ) (7) k + k + k 3 + k 4 + k 5 + k 6 + k 7 + k 8 Finally, the block-conductivity is taken as the geometric mean of the upper and lower bounds: [ ] ( ) k e,x = (k L,x k U,x ) (k + k 3 + k 5 + k 7 )(k + k 4 + k 6 + k 8 ) J5 = (8) (k + k )(k 3 + k 4 )(k 5 + k 6 )(k 7 + k 8 ) I where I = k + k + k 3 + k 4 + k 5 + k 6 + k 7 + k 8 (9) J 5 = k k S + k 3 k 4 S 34 + k 5 k 6 S 56 + k 7 k 8 S 78 with S ij given by (6). We note the similarity in structure to the two-dimensional solution (3). Alternatively, the block-conductivity can be expressed as ( ) ( ) ( ) ( ) k e,x = k + k + k3 + k4 + k5 + k6 + k7 + k8 (k + k 3 + k 5 + k 7 ) + (k + k 4 + k 6 + k 8 ) This form is much better suited for numerical implementation, first because it involves significantly fewer floating point operations than (8) and second, because all intermediate results are well scaled. The above expressions coincide with this exact two-dimensional solution for all cases where the three-dimensional checkerboard reduces to a two-dimensional geometry, e.g., for (5) ()
7 New Renormalization Schemes 683 (a).3 New scheme, eqn. (8) (b).5 Green & Patterson (7) scheme Frequency.. Frequency Error (%) 4 4 Error (%) Fig. 5 Error distributions for new approximate 3D block-conductivity formula (8)(a) and that of Green and Patterson (7)(b) k i = k i+4, i =,, 3, 4. However, we can immediately rule out the possibility that () is exact. Indeed, for the 3D analog of the D two-phase board discussed previously, i.e., k 4 = k 6 = k 7 = k and k 3 = k 5 = k 8 = k, the exact block-conductivity for k /k is given by k e = k k (Keller 987). In contrast, the approximation ()predictsk e = k k regardless of the ratio k /k. 4. Evaluation of 3D Block-Conductivity Approximation Besides the Keller problem, we are unaware of 3D problems with known analytical solutions by which the analytical expression (8) may be evaluated. Consequently, the block-conductivity of a large number of eight-phase checkerboards were determined numerically and the results compared to the analytical expression. The finite element method was used and in each case, a cube of the type shown in Fig. 4 was discretized using 64 3 = 6, 44 four-node elements with equal side lengths. The results for, random boards, with conductivities ranging between and, are shown in Fig. 5a. Also shown for comparison in Fig. 5b is the error in the formula proposed by Green and Patterson (7) which is based on the D King formula (7). It is seen that the new 3D approximation is significantly more accurate. Indeed, the mean absolute error is only around % versus approximately % for the Green and Patterson formula. Moreover, whereas the probability of an error in excess of 5% is only % with the new formula, it is 69% with the Green and Patterson formula. For errors in excess of, 5, and % the probabilities are 45, 8, and 8% for the Green and Patterson formula versus only.,.4, and.% with the new scheme. 5Results In the following, the new renormalization schemes are tested on a number of common examples. Where possible, we compare the results obtained with results from the literature and with the results of renormalizations using the block-conductivity of King (in D) and Green (in 3D). 5. Random Checkerboards The random checkerboard constitutes a severe test example for analytical and numerical homogenization techniques. A board consisting of n n squares of conductivities k and k in proportions φ and φ is considered. In the case of equal phase fractions, φ = φ =,
8 684 M. R. Karim, K. Krabbenhoft D random checkerboard, k / k = D random checkerboard, k / k =.8.8 k e / k.6.4 k e / k Legend: φ φ Present renormalization, King renormalization, Torquato et al. (999), Fig. 6 Effective conductivity of two-dimensional random checkerboards 4 point bounds the exact effective conductivity is given by k e = k k. For other phase fractions, no known analytical solutions exist. However, for the cases where k /k = and k /k = respectively, Torquato et al. (999) have provided results from Brownian motion simulations that are believed to be rather accurate. Furthermore, the effective conductivity is bounded by the four-point bounds (see Milton ; Torquato ): k L k e k U () where with k L = k φ φ (k k ) k +y, k U = k φ φ (k k ) k +y () y = k (k + k ζ ), k + k ζ y = k (k + k ζ ), k + k ζ (3) k =φ k + φ k, k =φ k + φ k, (4) k ζ = ζ k + ζ k, k ζ = ζ k + ζ k, (5) φ = φ, ζ = ζ (6) For the D random checkerboard, the microstructural parameter ζ is given by ζ = φ (7) For the three-dimensional counterpart of the D random checkerboard, three-point bounds that depend only on the phase fractions and the microstructural parameter ζ have been established as (see Milton, ; Torquato,, for details): k L = + ( + φ )β (φ ζ φ )β k, k U = k φ φ (k k ) + φ β (φ ζ + φ ) k + k ζ (8) where β = k k, k k ζ = φ (9) and k, k, and k ζ are given by (4) (5).
9 New Renormalization Schemes D random checkerboard, k / k = 3D random checkerboard, k / k =.8 k e / k.6.4 k e / k Legend: Present renormalization, φ φ Green & Patterson renormalization, Fig. 7 Effective conductivity of three-dimensional random checkerboards 3 point bounds The results of the two-dimensional checkerboard, for k /k = and k /k =, are shown in Fig. 6. Also shown in the figures are the four-point upper and lower bounds as well as the results obtained by Torquato et al. (999) using a first-passage random walk algorithm and the results of renormalization using the block-conductivity formula (7) ofking (989). We here see that the results of the new renormalization scheme match those of Torquato et al. (999) quite closely while the results of the King renormalization underestimate the effective conductivity. Indeed, whereas the present results consistently fall within the four-point bounds, the results of the King renormalization fall outside these bounds for the lower phase contrast of k /k =. As noted by Torquato et al. (999), the effective conductivity has a tendency to be closer to the four-point lower bound for phase fractions φ below the site percolation threshold, φ c.597, and closer to the upper bound above this threshold. The results for the three-dimensional random checkerboard are shown in Fig. 7 together with the three-point bounds and the results of renormalization using the block-conductivity formula proposed by Green and Patterson (7). The effective conductivity here displays a behavior similar to that of the two-dimensional case, i.e., a marked increase with increasing phase fraction φ that becomes more pronounced as the phase contrast k /k increases. Also, the deviation between the present renormalization and that of Green and Patterson (7) follows that of the two-dimensional case with the maximum deviation being in excess of 5% (for φ =.3 andk /k = ). Finally, in order to examine the capabilities of the various renormalization schemes in capturing the percolation properties of the two- and three-dimensional random checkerboards, we determined the effective conductivity as function of the phase fraction for the case where k /k tends to infinity (in practice, we used k /k = ). The results of these calculations are shown in Fig. 8. We here see that all the schemes considered capture the site percolation threshold quite well. However, the effective conductivities above the percolation threshold differ considerably, especially for the three-dimensional case. 5. Log-Normal Media The hydraulic conductivity of natural geological formations is often assumed to vary spatially according to the log-normal distribution: [ ] P(k; μ ln,σ ln ) = exp (ln k μ ln) kσ ln π σln (3)
10 686 M. R. Karim, K. Krabbenhoft k e / k D random checkerboard, k / k = Present renormalization King renormalization 4 point upper bound φ c =.597 k e / k D random checkerboard, k / k = Present renormalization Green & Patterson renormalization 3 point upper bound φ c = φ φ Fig. 8 Effective conductivity of two- and three-dimensional random checkerboards with infinite phase contrast where k = k(x, y, z) is the spatially variable hydraulic conductivity, μ ln = μ a (ln k) is the arithmetic mean of its natural logarithm, and σ ln = σ(ln k) is the standard deviation of ln k. Over the years, isotropic log-normal media have been the subject of numerous studies (see Sanchez-Vila et al. 6, for a recent review) and a number of analytical results are available. First, for the two-dimensional case, the effective conductivity is given by the geometric mean: k e = k g = exp[μ a (ln k)] =exp(μ ln ) (3) This result, which is attributed to Matheron (967), does not hold in three dimensions where the effective conductivity does depend on the standard deviation of the hydraulic conductivity. This dependence has been conjectured to take the form (Matheron 967) k e /k g = exp [ ( d )σ ln ] (3) where d is the dimensionality. The one- and two-dimensional effective conductivities are covered by this conjecture and numerical results indicate that the three-dimensional effective conductivity follows the formula quite closely up to at least σln = 7(Dykaar and Kitanidis 99; Neuman and Orr 993). Furthermore, using the method of perturbations and assuming small σln, Gutjahr et al. (978) found: k e /k g = + ( d ) σ ln (33) This expression constitutes the first-order Taylor approximation (in σln )to(3). Later, again using small perturbations, Dagan (993) extended this result to k e /k g = + ( d ) σ ln + ( d ) σ 4 ln (34) which is the second-order Taylor approximation to (3), thus further strengthening the conjecture. However, shortly thereafter, De Wit (995) found the next term in the series to obtain the highest order approximation so far: k e /k g = + ( d ) σ ln + ( d ) [ σ 4 ln + 6 ( d ) 3 ] + ε σln 6 (35) The quantity ε is equal to zero for d =, while, for d = 3, De Wit found ε =.4, thus effectively disproving the Matheron conjecture.
11 New Renormalization Schemes 687 k e / k g..5 D lognormal medium Exact Present renormalization King renormalization k e / k g D lognormal medium Matheron Numerical (FE) conjecture Eqn. (36) De Wit approximation Present renormalization σ ln Green & Patterson renormalization σ ln Fig. 9 Effective conductivity of two- and three-dimensional lognormal media We first consider the two-dimensional case using the exact block-conductivity and that of King (989). The results of the analyses are shown in Fig. 9. We here see that while new scheme verifies the exact solution, use of the King block-conductivity formula leads to a normalized effective conductivity k e /k g that decreases with σ ln, in evident contrast to the exact solution. The results of the three-dimensional case are shown in Fig. 9. Also shown are the results obtained using the scheme of Green and Patterson (7) as well as the effective conductivities predicted by the Matheron conjecture (3) and the De Wit approximation (35). Furthermore, a number of numerical results are shown. These latter results were obtained by generating cubes. Initially, each voxel (volume pixel) in these cubes was represented by a single finite element and the effective conductivity was then extracted using standard computational homogenization procedures (e.g., Jiang et al. ). It was, however, found that this approach tended to overestimate the computed conductivities quite significantly. Consequently, the additional elements were added by subdividing the cubes systematically to eventually end up with 56 3 meshes. For low to moderate values of σ ln this degree of refinement appears to be adequate while, for large values of σ ln, the computed effective conductivities may still be somewhat overestimated. Furthermore, the representivity of the original 6 3 cubes is questionable, i.e., a larger initial volume would be desirable which, however, would imply a lower degree of accuracy in the finite element analysis for a fixed level of subdivision. These issues with representivity and finite element accuracy are reflected in the results which tend to become somewhat oscillatory for larger values of σ ln. Nevertheless, the results do reveal a number interesting facts. First, numerically computed effective conductivities begin to depart significantly from the Matheron conjecture and the De Wit approximation rather early on, at around σln =.5. As the De Wit approximation possesses sixth-order accuracy, this is somewhat surprising. On the other hand, there appears to be excellent agreement between the numerical results and those obtained using the new renormalization scheme, at least up to around σln = 5. Above this value the numerical results are too inaccurate to draw any firm conclusions, but bearing in mind that the effective conductivity converges from above as the mesh is refined, a similarly good agreement could well be expected for larger values of σ ln. Finally, and somewhat ironically, while the numerical results appear follow the Matheron conjecture quite well for σln <.5, the accuracy of the new renormalization scheme is not particularly good in this range. Bearing this in mind, we propose the following approximation: k e /k g = + 6 σ ln σ 4 ln + 39 σ 6 ln (36)
12 688 M. R. Karim, K. Krabbenhoft Swiss-cheese model Inverse Swiss-cheese model Fig. Swiss-cheese and inverse Swiss-cheese models with a sphere volume fraction of φ =.6 (thetwo assemblies are the inverse of each other) This expression fits the numerical results well for small values of σ ln while it gradually tends to the renormalization predictions for larger values of σ ln. 5.3 Swiss-Cheese Model We finally consider the so-called Swiss-cheese model which consists of an assembly of overlapping spheres (see Fig. ). This model is frequently used in the study of transport properties of porous geological media such as sandstone (Ewing and Hunt 6; Klemm et al. ; Torquato ). Spheres of identical volume are here distributed at random and identified as the solid phase while the surrounding material (the matrix ) is identified as the pore space. Alternatively, in the inverse Swiss-cheese model, the spheres play the role of the pore space while the matrix is thought of as the solid skeleton. In the following, we refer the matrix as the -phase and the sphere phase as -phase. The percolation properties of the Swiss-cheese model are as follows. The matrix phase is connected for volume fractions φ.3 while the sphere phase is connected for φ.9. Consequently, there is a rather large range,.3 φ.7 (.9 φ.97), where the material is bicontinuous, i.e., both phases are connected. In the following, results for various Swiss-cheese models are presented. In each case, a unit cube containing 5 3 voxels was generated and approximate, digitized, spheres of diameter.5 were inserted at random on this lattice. The results for phase contrasts of k /k = and k /k = 5 are shown in Fig.. In all cases, the renormalization results fall between the rigorous three-point upper and lower bounds. They are further in reasonable agreement with the results of Kim and Torquato (99) who used a first-passage simulation technique similar to one of Torquato et al. (999). However, the agreement is not as good as in the case of the random checkerboards considered in Sect. 5.. Furthermore, and quite surprisingly, the results of the new renormalization scheme do not differ greatly from those of the Green and Patterson scheme. This trend is also observed in Fig. where the phase contrast approaches infinity. Such a phase contrast corresponds to the situation encountered in diffusion through porous media of the type shown in Fig.. For the Swiss-cheese model both renormalization schemes thus underestimate the effective conductivity (or diffusivity) at least compared to the results of Kim and Torquato (99). Also, for both the Swiss-cheese and the inverse
13 New Renormalization Schemes Swiss-cheese model, k / k = Swiss-cheese model, k / k = 5.8 k e / k.6.4 k e / k Porosity, φ Legend: Present renormalization, King renormalization, Kim & Torquato (99), Fig. Effective conductivity of Swiss-cheese models with finite phase contrasts Porosity, φ 3 point bounds. Swiss-cheese model, k / k =. Inverse Swiss-cheese model, k / k =.8.8 k e / k.6.4 k e / k Porosity, φ Legend: Present renormalization, King renormalization, Kim & Torquato (99), Porosity, φ 3 point upper bound Fig. Effective conductivity of Swiss-cheese and inverse Swiss-cheese models with infinite phase contrast Swiss-cheese model, the percolation thresholds (φ c =.3 and φ c =.9) are overestimated somewhat. The Swiss-cheese model differs from the examples previously considered in that the correlation length, depending on the volume fractions of the two phases, is of an appreciable magnitude. For such media, renormalization schemes can be expected to be less accurate due to their local nature as is indeed confirmed by the examples considered. 6 Conclusions Two new renormalization schemes for conductivity upscaling in heterogeneous media have been presented. The schemes follow previous ones, the only difference being that new blockconductivity expressions are used. In the two-dimensional case, the exact block-conductivity is used while the three-dimensional scheme makes use of an approximation inspired by the structure of the exact D solution. Examples show that the performance of the new schemes is significantly better than existing ones, especially for media with limited internal correlation lengths.
14 69 M. R. Karim, K. Krabbenhoft References Craster, R.V., Obnosov, Y.V.: Four-phase checkerboard composites. SIAM J. Appl. Math. 6, () Dagan, G.: Higher-order correction of effective permeability of heterogeneous isotropic formations of lognormal conductivity distribution. Transp. Porous Media, 79 9 (993) De Wit, A.: Correlation structure dependence of the effective permeability of heterogeneous porous media. Phys. Fluids 7, (995) Dykaar, B.B., Kitanidis, P.K.: Determination of the effective hydraulic conductivity for heterogeneous porous media using a numerical spectral approach. Results. Water Resour. Res. 8, (99) Dykhne, A.M.: Conductivity of a two-dimensional two-phase system. Sov. Phys. JETP 3, (97) Ewing, R.P., Hunt, A.G.: Dependence of the electrical conductivity on saturation in real porous media. Vadose Zone J. 5, (6) Green, C.P., Patterson, L.: Analytical three-dimensional renormalization for calculating effective permeabilities. Transp. Porous Media 68, (7) Gutjahr, A.L., Gelhar, L.W., Bakr, A.A., McMillan, J.R.: Stochastic analysis of spatial variability in subsurface flow : Evaluation and application. Water Resour. Res. 4, (978) Jiang, M., Jasiuk, I., Ostoja-Starzewski, M.: Apparent thermal conductivity of periodic two-dimensional composites. Comput. Mater. Sci. 5, () Karim, M.R., Krabbenhoft, K.: Extraction of effective cement paste diffusivities from X-ray microtomography scans. Transp. Porous Media (, in press). doi:.7/s y Keller, J.B.: Effective conductivity of periodic composites composed of two very unequal conductors. J. Math. Phys. 8, 56 5 (987) Kim, I.C., Torquato, S.: Effective conductivity of suspensions of overlapping spheres. J. Appl. Phys. 7, (99) King, P.R.: The use of renormalization for calculating effective permeability. Transp. Porous Media 4, (989) Klemm, A., Kimmich, R., Weber, M.: Flow through percolation clusters: NMR velocity mapping and numerical simulation study. Phys. Rev. E 63(454) () Lunati, I. et al.: A numerical comparison between two upscaling techniques: non-local inverse based scaling and simplified renormalization. Adv. Water Resour. 4, () Matheron, G.: Elements pour une theorie des milieux poreux. Masson et Cie, Paris (967) Milton, G.W.: Proof of a conjecture on the conductivity of checkerboards. J. Math. Phys. 4, () Milton, G.W.: The Theory of Composites. Cambridge University Press, Cambridge () Mortola, S., Steffe, S.: A two-dimensional homogenization problem. Atti Della Accademia Nazionale Dei Lincei, Serie VIII 73(3), 77 8 (985) Neuman, S.P., Orr, S.: Prediction of steady state flow in nonuniform geologic media by conditional moments: Exact nonlocal formalism, effective conductivities, and weak approximation. Water Resour. Res. 9, (993) Ostoja-Starzewski, M., Schulte, J.: Bounding of effective thermal conductivities of multiscale materials by essential and natural boundary conditions. Phys. Rev. B 54, (996) Renard, P., de Marsily, G.: Calculating equivalent permeability: a review. Adv. Water Resour., (997) Renard, P. et al.: A fast algorithm for the estimation of the equivalent hydraulic conductivity of heterogeneous media. Water Resour. Res. 36, () Sanchez-Vila, X., Guadagnini, A., Carrera, J.: Representative hydraulic conductivities in saturated groundwater flow. Rev. Geophys. 44, 46 (6) Torquato, S.: Random Heterogeneous Materials. Springer, New York () Torquato, S., Kim, I.C., Cule, D.: Effective conductivity, dielectric constant, and diffusion coefficient of digitized composite media via first-passage-time equations. J. Appl. Phys. 85, (999) Yeo, I.W., Zimmerman, R.W.: Accurary of renormalization method for computing effective conductivities of heterogeneous media. Transp. Porous Media 45, 9 38 ()
Assessment of Hydraulic Conductivity Upscaling Techniques and. Associated Uncertainty
CMWRXVI Assessment of Hydraulic Conductivity Upscaling Techniques and Associated Uncertainty FARAG BOTROS,, 4, AHMED HASSAN 3, 4, AND GREG POHLL Division of Hydrologic Sciences, University of Nevada, Reno
More informationB005 A NEW FAST FOURIER TRANSFORM ALGORITHM FOR FLUID FLOW SIMULATION
1 B5 A NEW FAST FOURIER TRANSFORM ALGORITHM FOR FLUID FLOW SIMULATION LUDOVIC RICARD, MICAËLE LE RAVALEC-DUPIN, BENOÎT NOETINGER AND YVES GUÉGUEN Institut Français du Pétrole, 1& 4 avenue Bois Préau, 92852
More informationVII. Porous Media Lecture 32: Percolation
VII. Porous Media Lecture 32: Percolation April 25 th, 2011 Notes by John Casey (and MZB) References: S. Torquato, Random Heterogeneous Materials (Springer 2002) D. Stauffer, Introduction to Percolation
More informationSimple closed form formulas for predicting groundwater flow model uncertainty in complex, heterogeneous trending media
WATER RESOURCES RESEARCH, VOL. 4,, doi:0.029/2005wr00443, 2005 Simple closed form formulas for predicting groundwater flow model uncertainty in complex, heterogeneous trending media Chuen-Fa Ni and Shu-Guang
More informationBounding of effective thermal conductivities of multiscale materials by essential and natural boundary conditions
PHYSICAL REVIEW B VOLUME 54, NUMBER 1 1 JULY 1996-I Bounding of effective thermal conductivities of multiscale materials by essential and natural boundary conditions M. Ostoja-Starzewski Institute of Paper
More informationHomogenization and numerical Upscaling. Unsaturated flow and two-phase flow
Homogenization and numerical Upscaling Unsaturated flow and two-phase flow Insa Neuweiler Institute of Hydromechanics, University of Stuttgart Outline Block 1: Introduction and Repetition Homogenization
More informationTechnical note: Analytical drawdown solution for steady-state pumping tests in two-dimensional isotropic heterogeneous aquifers
Hydrol. Earth Syst. Sci., 0, 655 667, 06 www.hydrol-earth-syst-sci.net/0/655/06/ doi:0.594/hess-0-655-06 Authors 06. CC Attribution 3.0 License. Technical note: Analytical drawdown solution for steady-state
More informationDeterministic solution of stochastic groundwater flow equations by nonlocalfiniteelements A. Guadagnini^ & S.P. Neuman^
Deterministic solution of stochastic groundwater flow equations by nonlocalfiniteelements A. Guadagnini^ & S.P. Neuman^ Milano, Italy; ^Department of. Hydrology & Water Resources, The University ofarizona,
More informationInverse Modelling for Flow and Transport in Porous Media
Inverse Modelling for Flow and Transport in Porous Media Mauro Giudici 1 Dipartimento di Scienze della Terra, Sezione di Geofisica, Università degli Studi di Milano, Milano, Italy Lecture given at the
More informationHydraulic tomography: Development of a new aquifer test method
WATER RESOURCES RESEARCH, VOL. 36, NO. 8, PAGES 2095 2105, AUGUST 2000 Hydraulic tomography: Development of a new aquifer test method T.-C. Jim Yeh and Shuyun Liu Department of Hydrology and Water Resources,
More informationPercolation for a model of statistically inhomogeneous random media
JOURNAL OF CHEMICAL PHYSICS VOLUME 111, NUMBER 13 1 OCTOBER 1999 Percolation for a model of statistically inhomogeneous random media J. Quintanilla a) Department of Mathematics, University of North Texas,
More informationAlternative numerical method in continuum mechanics COMPUTATIONAL MULTISCALE. University of Liège Aerospace & Mechanical Engineering
University of Liège Aerospace & Mechanical Engineering Alternative numerical method in continuum mechanics COMPUTATIONAL MULTISCALE Van Dung NGUYEN Innocent NIYONZIMA Aerospace & Mechanical engineering
More informationDisordered Structures. Part 2
Disordered Structures Part 2 Composites and mixtures Consider inhomogeneities on length scales > 10-20 Å Phase separation two (or multi-) phase mixtures Mixtures of particles of different kinds - solids,
More informationMonte Carlo analysis of macro dispersion in 3D heterogeneous porous media
Monte Carlo analysis of macro dispersion in 3D heterogeneous porous media Arthur Dartois and Anthony Beaudoin Institute P, University of Poitiers, France NM2PourousMedia, Dubrovnik, Croatia 29 Sep - 3
More informationTailing of the breakthrough curve in aquifer contaminant transport: equivalent longitudinal macrodispersivity and occurrence of anomalous transport
5 GQ7: Securing Groundwater Quality in Urban and Industrial Environments (Proc. 6th International Groundwater Quality Conference held in Fremantle, Western Australia, 2 7 December 27). IAHS Publ. no. XXX,
More informationComparison of Averaging Methods for Interface Conductivities in One-dimensional Unsaturated Flow in Layered Soils
Comparison of Averaging Methods for Interface Conductivities in One-dimensional Unsaturated Flow in Layered Soils Ruowen Liu, Bruno Welfert and Sandra Houston School of Mathematical & Statistical Sciences,
More informationDownloaded 01/04/18 to Redistribution subject to SIAM license or copyright; see
MULTISCALE MODEL. SIMUL. Vol. 1, No. 1, pp. 40 56 c 2003 Society for Industrial and Applied Mathematics EFFECTIVE CONDUCTIVITY OF AN ISOTROPIC HETEROGENEOUS MEDIUM OF LOGNORMAL CONDUCTIVITY DISTRIBUTION
More informationNumerical evaluation of effective material properties of randomly distributed short cylindrical fibre composites
Computational Materials Science 39 (2007) 198 204 www.elsevier.com/locate/commatsci Numerical evaluation of effective material properties of randomly distributed short cylindrical fibre composites S. Kari
More informationEnsemble Kalman filter assimilation of transient groundwater flow data via stochastic moment equations
Ensemble Kalman filter assimilation of transient groundwater flow data via stochastic moment equations Alberto Guadagnini (1,), Marco Panzeri (1), Monica Riva (1,), Shlomo P. Neuman () (1) Department of
More informationApplications of Partial Differential Equations in Reservoir Simulation
P-32 Applications of Partial Differential Equations in Reservoir Simulation Deepak Singh Summary The solution to stochastic partial differential equations may be viewed in several manners. One can view
More informationIntroduction to Aspects of Multiscale Modeling as Applied to Porous Media
Introduction to Aspects of Multiscale Modeling as Applied to Porous Media Part II Todd Arbogast Department of Mathematics and Center for Subsurface Modeling, Institute for Computational Engineering and
More informationApparent thermal conductivity of periodic two-dimensional composites
Computational Materials Science 25 (2002) 329 338 www.elsevier.com/locate/commatsci Apparent thermal conductivity of periodic two-dimensional composites M. Jiang a, I. Jasiuk b, *, M. Ostoja-Starzewski
More informationHETEROGENEOUS MULTISCALE METHOD IN EDDY CURRENTS MODELING
Proceedings of ALGORITMY 2009 pp. 219 225 HETEROGENEOUS MULTISCALE METHOD IN EDDY CURRENTS MODELING JÁN BUŠA, JR. AND VALDEMAR MELICHER Abstract. The induction of eddy currents in a conductive piece is
More informationCHARACTERIZATION OF HETEROGENEITIES AT THE CORE-SCALE USING THE EQUIVALENT STRATIFIED POROUS MEDIUM APPROACH
SCA006-49 /6 CHARACTERIZATION OF HETEROGENEITIES AT THE CORE-SCALE USING THE EQUIVALENT STRATIFIED POROUS MEDIUM APPROACH Mostafa FOURAR LEMTA Ecole des Mines de Nancy, Parc de Saurupt, 54 04 Nancy, France
More informationQuantitative prediction of effective conductivity in anisotropic heterogeneous media using two-point correlation functions
Computational Materials Science xxx (2006) xxx xxx www.elsevier.com/locate/commatsci Quantitative prediction of effective conductivity in anisotropic heterogeneous media using two-point correlation functions
More information6. GRID DESIGN AND ACCURACY IN NUMERICAL SIMULATIONS OF VARIABLY SATURATED FLOW IN RANDOM MEDIA: REVIEW AND NUMERICAL ANALYSIS
Harter Dissertation - 1994-132 6. GRID DESIGN AND ACCURACY IN NUMERICAL SIMULATIONS OF VARIABLY SATURATED FLOW IN RANDOM MEDIA: REVIEW AND NUMERICAL ANALYSIS 6.1 Introduction Most numerical stochastic
More informationInvestigating the role of tortuosity in the Kozeny-Carman equation
Investigating the role of tortuosity in the Kozeny-Carman equation Rebecca Allen, Shuyu Sun King Abdullah University of Science and Technology rebecca.allen@kaust.edu.sa, shuyu.sun@kaust.edu.sa Sept 30,
More informationAbsorption suppression in photonic crystals
PHYSICAL REVIEW B 77, 442 28 Absorption suppression in photonic crystals A. Figotin and I. Vitebskiy Department of Mathematics, University of California at Irvine, Irvine, California 92697, USA Received
More informationChapter 4. RWs on Fractals and Networks.
Chapter 4. RWs on Fractals and Networks. 1. RWs on Deterministic Fractals. 2. Linear Excitation on Disordered lattice; Fracton; Spectral dimension 3. RWs on disordered lattice 4. Random Resistor Network
More informationWe apply a rock physics analysis to well log data from the North-East Gulf of Mexico
Rock Physics for Fluid and Porosity Mapping in NE GoM JACK DVORKIN, Stanford University and Rock Solid Images TIM FASNACHT, Anadarko Petroleum Corporation RICHARD UDEN, MAGGIE SMITH, NAUM DERZHI, AND JOEL
More informationUncertainty quantification for flow in highly heterogeneous porous media
695 Uncertainty quantification for flow in highly heterogeneous porous media D. Xiu and D.M. Tartakovsky a a Theoretical Division, Los Alamos National Laboratory, Mathematical Modeling and Analysis Group
More informationA GENERALIZED CROSS-PROPERTY RELATION BETWEEN THE ELASTIC MODULI AND CONDUCTIVITY OF ISOTROPIC POROUS MATERIALS WITH SPHEROIDAL PORES
journal webpage: www.ceramics-silikaty.cz Ceramics-Silikáty 61 (1, 74-80 (017 doi: 10.13168/cs.016.0063 A GENERALIZED CROSS-PROPERTY RELATION BETWEEN THE ELASTIC MODULI AND CONDUCTIVITY OF ISOTROPIC POROUS
More informationSTOCHASTIC CONTINUUM ANALYSIS OF GROUNDWATER FLOW PATHS FOR SAFETY ASSESSMENT OF A RADIOACTIVE WASTE DISPOSAL FACILITY
STOCHASTIC CONTINUUM ANALYSIS OF GROUNDWATER FLOW PATHS FOR SAFETY ASSESSMENT OF A RADIOACTIVE WASTE DISPOSAL FACILITY K. Chang*, C.L. Kim, E.Y. Lee, J.W.Park, H.Y.Park, C.G. Rhee, M.J. Song Nuclear Environment
More informationA Statistical Correlation Between Permeability, Porosity, Tortuosity and Conductance
Transp Porous Med https://doi.org/10.1007/s11242-017-0983-0 A Statistical Correlation Between Permeability, Porosity, Tortuosity and Conductance S. M. Rezaei Niya 1 A. P. S. Selvadurai 1 Received: 7 March
More information= _(2,r)af OG(x, a) 0p(a, y da (2) Aj(r) = (2*r)a (Oh(x)y,(y)) A (r) = -(2,r) a Ox Oxj G(x, a)p(a, y) da
WATER RESOURCES RESEARCH, VOL. 35, NO. 7, PAGES 2273-2277, JULY 999 A general method for obtaining analytical expressions for the first-order velocity covariance in heterogeneous porous media Kuo-Chin
More informationRole of pore scale heterogeneities on the localization of dissolution and precipitation reactions
Role of pore scale heterogeneities on the localization of dissolution and precipitation reactions Linda Luquot María García-Ríos, Gabriela Davila, Laura Martinez, Tobias Roetting, Jordi Cama, Josep Soler,
More informationThe concept of Representative Volume for elastic, hardening and softening materials
The concept of Representative Volume for elastic, hardening and softening materials Inna M. Gitman Harm Askes Lambertus J. Sluys Oriol Lloberas Valls i.gitman@citg.tudelft.nl Abstract The concept of the
More informationModeling moisture transport by periodic homogenization in unsaturated porous media
Vol. 2, 4. 377-384 (2011) Revue de Mécanique Appliquée et Théorique Modeling moisture transport by periodic homogenization in unsaturated porous media W. Mchirgui LEPTIAB, Université de La Rochelle, France,
More informationAccording to the mixing law of local porosity theory [1{10] the eective frequency dependent dielectric function " e (!) of a heterogeneous mixture may
Local Percolation Probabilities for a Natural Sandstone R. Hilfer 1;2, T. Rage 3 and B. Virgin 3 1 ICA-1, Universitat Stuttgart, Pfaenwaldring 27, 70569 Stuttgart 2 Institut fur Physik, Universitat Mainz,
More informationEffect of fibre shape on transverse thermal conductivity of unidirectional composites
Sādhanā Vol. 4, Part 2, April 25, pp. 53 53. c Indian Academy of Sciences Effect of fibre shape on transverse thermal conductivity of unidirectional composites B RAGHAVA RAO,, V RAMACHANDRA RAJU 2 and
More informationExact transverse macro dispersion coefficients for transport in heterogeneous porous media
Stochastic Environmental Resea (2004) 18: 9 15 Ó Springer-Verlag 2004 DOI 10.1007/s00477-003-0160-6 ORIGINAL PAPER S. Attinger Æ M. Dentz Æ W. Kinzelbach Exact transverse macro dispersion coefficients
More informationMicrostructural Randomness and Scaling in Mechanics of Materials. Martin Ostoja-Starzewski. University of Illinois at Urbana-Champaign
Microstructural Randomness and Scaling in Mechanics of Materials Martin Ostoja-Starzewski University of Illinois at Urbana-Champaign Contents Preface ix 1. Randomness versus determinism ix 2. Randomness
More informationModified Maxwell-Garnett equation for the effective transport coefficients in inhomogeneous media
J. Phys. A: Math. Gen. 3 (998) 7227 7234. Printed in the UK PII: S0305-4470(98)93976-2 Modified Maxwell-Garnett equation for the effective transport coefficients in inhomogeneous media Juris Robert Kalnin
More informationSound Propagation in Porous Media
Final Project Report for ENGN34 Sound Propagation in Porous Media ---Numerical simulation based on MATLAB Name: Siyuan Song Department: Engineering Date: Dec.15 17 1 Name: Siyuan Song Department: Engineering
More informationEVALUATION OF EFFECTIVE MECHANICAL PROPERTIES OF COMPLEX MULTIPHASE MATERIALS WITH FINITE ELEMENT METHOD
U.P.B. Sci. Bull., Series D, Vol. 79, Iss. 3, 2017 ISSN 1454-2358 EVALUATION OF EFFECTIVE MECHANICAL PROPERTIES OF COMPLEX MULTIPHASE MATERIALS WITH FINITE ELEMENT METHOD Mohamed said BOUTAANI 1, Salah
More informationNumerical Solution of the Two-Dimensional Time-Dependent Transport Equation. Khaled Ismail Hamza 1 EXTENDED ABSTRACT
Second International Conference on Saltwater Intrusion and Coastal Aquifers Monitoring, Modeling, and Management. Mérida, México, March 3-April 2 Numerical Solution of the Two-Dimensional Time-Dependent
More informationModeling of 1D Anomalous Diffusion In Fractured Nanoporous Media
LowPerm2015 Colorado School of Mines Low Permeability Media and Nanoporous Materials from Characterisation to Modelling: Can We Do It Better? IFPEN / Rueil-Malmaison - 9-11 June 2015 CSM Modeling of 1D
More informationResistance distribution in the hopping percolation model
Resistance distribution in the hopping percolation model Yakov M. Strelniker, Shlomo Havlin, Richard Berkovits, and Aviad Frydman Minerva Center, Jack and Pearl Resnick Institute of Advanced Technology,
More informationDetermination of permeability using electrical properties of reservoir rocks by the critical path analysis
World Essays Journal / 3 (2): 46-52, 2015 2015 Available online at www. worldessaysj.com Determination of permeability using electrical properties of reservoir rocks by the critical path analysis Ezatallah
More informationKOZENY-CARMAN EQUATION REVISITED. Jack Dvorkin Abstract
KOZENY-CARMAN EQUATION REVISITED Jack Dvorkin -- 009 Abstract The Kozeny-Carman equation is often presented as permeability versus porosity, grain size, and tortuosity. When it is used to estimate permeability
More informationFluid Flow Fluid Flow and Permeability
and Permeability 215 Viscosity describes the shear stresses that develop in a flowing fluid. V z Stationary Fluid Velocity Profile x Shear stress in the fluid is proportional to the fluid velocity gradient.
More informationHETEROGENOUS CARBONATES INTEGRATING PLUG AND WHOLE CORE DATA USING ROCK TYPES
SCA2012-12 1/12 HETEROGENOUS CARBONATES INTEGRATING PLUG AND WHOLE CORE DATA USING ROCK TYPES Mark Skalinski, Rafael Salazar, Gerry LaTorraca, Zheng Yang, and John Urbach Chevron ETC This paper was prepared
More informationEFFECTIVE CONDUCTIVITY OF AN ISOTROPIC HETEROGENEOUS MEDIUM OF LOGNORMAL CONDUCTIVITY DISTRIBUTION
EFFECTIVE CONDUCTIVITY OF AN ISOTROPIC HETEROGENEOUS MEDIUM OF LOGNORMAL CONDUCTIVITY DISTRIBUTION IGOR JANKOVIC, ALDO FIORI, AND GEDEON DAGAN Abstract. The study aims at deriving the effective conductivity
More informationREPRESENTATIVE HYDRAULIC CONDUCTIVITIES IN SATURATED GROUNDWATER FLOW
REPRESENTATIE HYDRAULIC CONDUCTIITIES IN SATURATED GROUNDWATER FLOW Xavier Sanchez-ila, 1 Alberto Guadagnini, 2 and Jesus Carrera 1 Received 24 March 2005; revised 5 January 2006; accepted 5 May 2006;
More informationModeling heterogeneous materials via two-point correlation functions: Basic principles
Modeling heterogeneous materials via two-point correlation functions: Basic principles Y. Jiao Department of Mechanical and Aerospace Engineering, Princeton University, Princeton, New Jersey 08544, USA
More informationNONLOCAL PROBLEMS WITH LOCAL DIRICHLET AND NEUMANN BOUNDARY CONDITIONS BURAK AKSOYLU AND FATIH CELIKER
NONLOCAL PROBLEMS WITH LOCAL DIRICHLET AND NEUMANN BOUNDARY CONDITIONS BURAK AKSOYLU AND FATIH CELIKER Department of Mathematics, Wayne State University, 656 W. Kirby, Detroit, MI 480, USA. Department
More informationSimulation of Unsaturated Flow Using Richards Equation
Simulation of Unsaturated Flow Using Richards Equation Rowan Cockett Department of Earth and Ocean Science University of British Columbia rcockett@eos.ubc.ca Abstract Groundwater flow in the unsaturated
More informationChapter 2 Convergence
Chapter 2 Convergence The usage of computational electromagnetics in engineering and science more or less always originates from a physical situation that features a particular problem. Here, some examples
More informationVelocity-porosity relationships, 1: Accurate velocity model for clean consolidated sandstones
GEOPHYSICS, VOL. 68, NO. 6 (NOVEMBER-DECEMBER 2003); P. 1822 1834, 16 FIGS., 1 TABLE. 10.1190/1.1635035 Velocity-porosity relationships, 1: Accurate velocity model for clean consolidated sandstones Mark
More informationRATE OF FLUID FLOW THROUGH POROUS MEDIA
RATE OF FLUID FLOW THROUGH POROUS MEDIA Submitted by Xu Ming Xin Kiong Min Yi Kimberly Yip Juen Chen Nicole A project presented to the Singapore Mathematical Society Essay Competition 2013 1 Abstract Fluid
More information1 Differentiable manifolds and smooth maps
1 Differentiable manifolds and smooth maps Last updated: April 14, 2011. 1.1 Examples and definitions Roughly, manifolds are sets where one can introduce coordinates. An n-dimensional manifold is a set
More informationHydraulic properties of porous media
PART 5 Hydraulic properties of porous media Porosity Definition: Void space: n V void /V total total porosity e V void /V solid Primary porosity - between grains Secondary porosity - fracture or solution
More informationCoupling of Multi fidelity Models Applications to PNP cdft and local nonlocal Poisson equations
Coupling of Multi fidelity Models Applications to PNP cdft and local nonlocal Poisson equations P. Bochev, J. Cheung, M. D Elia, A. Frishknecht, K. Kim, M. Parks, M. Perego CM4 summer school, Stanford,
More informationTotal Thermal Diffusivity in a Porous Structure Measured By Full Field Liquid Crystal Thermography
Proceedings of the International Conference on Heat Transfer and Fluid Flow Prague, Czech Republic, August 11-12, 2014 Paper No. 89 Total Thermal Diffusivity in a Porous Structure Measured By Full Field
More informationFractional Transport Models for Shale Gas in Tight Porous Media
Engineering Conferences International ECI Digital Archives Sixth International Conference on Porous Media and Its Applications in Science, Engineering and Industry Proceedings 7-5-2016 Fractional Transport
More informationLight Localization in Left-Handed Media
Vol. 112 (2007) ACTA PHYSICA POLONICA A No. 4 Proceedings of the 3rd Workshop on Quantum Chaos and Localisation Phenomena Warsaw, Poland, May 25 27, 2007 Light Localization in Left-Handed Media M. Rusek,
More informationIntroduction to Aspects of Multiscale Modeling as Applied to Porous Media
Introduction to Aspects of Multiscale Modeling as Applied to Porous Media Part III Todd Arbogast Department of Mathematics and Center for Subsurface Modeling, Institute for Computational Engineering and
More informationStochastic geometry and porous media
Stochastic geometry and transport in porous media Hans R. Künsch Seminar für Statistik, ETH Zürich February 15, 2007, Reisensburg Coauthors Thanks to the coauthors of this paper: P. Lehmann, A. Kaestner,
More informationPERMEABILITY UPSCALING MEASURED ON A BLOCK OF BEREA SANDSTONE: RESULTS AND INTERPRETATION
PERMEABILITY UPSCALING MEASURED ON A BLOCK OF BEREA SANDSTONE: RESULTS AND INTERPRETATION Vincent C. Tidwell Sandia National Laboratories Geohydrology Department Albuquerque, New Mexico John L. Wilson
More informationarxiv: v3 [math.na] 24 Jan 2018
Convergence of iterative methods based on Neumann series for composite materials: theory and practice. Hervé Moulinec a, Pierre Suquet a,, Graeme W. Milton b arxiv:7.05880v3 [math.na] 24 Jan 208 Abstract
More informationVI. Porous Media. Lecture 34: Transport in Porous Media
VI. Porous Media Lecture 34: Transport in Porous Media 4/29/20 (corrected 5/4/2 MZB) Notes by MIT Student. Conduction In the previous lecture, we considered conduction of electricity (or heat conduction
More informationThe Concept of Block-Effective Macrodispersion for Numerical Modeling of Contaminant Transport. Yoram Rubin
The Concept of Block-Effective Macrodispersion for Numerical Modeling of Contaminant Transport Yoram Rubin University of California at Berkeley Thanks to Alberto Bellin and Alison Lawrence Background Upscaling
More informationCapturing aquifer heterogeneity: Comparison of approaches through controlled sandbox experiments
WATER RESOURCES RESEARCH, VOL. 47, W09514, doi:10.1029/2011wr010429, 2011 Capturing aquifer heterogeneity: Comparison of approaches through controlled sandbox experiments Steven J. Berg 1 and Walter A.
More informationE E D E=0 2 E 2 E (3.1)
Chapter 3 Constitutive Relations Maxwell s equations define the fields that are generated by currents and charges. However, they do not describe how these currents and charges are generated. Thus, to find
More informationAnalysis of variance method for the equivalent conductivity of rectangular blocks
WATER RESOURCES RESEARCH, VOL. 37, NO. 2, PAGES 299-2927, DECEMBER 200 Analysis of variance method for the equivalent conductivity of rectangular blocks Daniele Veneziano and Ali Tabaei Department of Civil
More information1. Introductory Examples
1. Introductory Examples We introduce the concept of the deterministic and stochastic simulation methods. Two problems are provided to explain the methods: the percolation problem, providing an example
More informationGeostatistics in Hydrology: Kriging interpolation
Chapter Geostatistics in Hydrology: Kriging interpolation Hydrologic properties, such as rainfall, aquifer characteristics (porosity, hydraulic conductivity, transmissivity, storage coefficient, etc.),
More informationKEYWORDS: chord length sampling, random media, radiation transport, Monte Carlo method, chord length probability distribution function.
On the Chord Length Sampling in 1-D Binary Stochastic Media Chao Liang and Wei Ji * Department of Mechanical, Aerospace, and Nuclear Engineering Rensselaer Polytechnic Institute, Troy, NY 12180-3590 *
More informationUnusual Frequency Distribution Function Shape Generated by Particles Making Brownian Walk Along Line With Monotone Increasing Friction
International Journal of Mathematics and Computational Science Vol. 1, No. 3, 2015, pp. 91-97 http://www.publicscienceframework.org/journal/ijmcs Unusual Frequency Distribution Function Shape Generated
More informationA continuous time random walk approach to transient flow in heterogeneous porous media
WATER RESOURCES RESEARCH, VOL. 42,, doi:10.1029/2006wr005227, 2006 A continuous time random walk approach to transient flow in heterogeneous porous media Andrea Cortis 1 and Christen Knudby 2 Received
More informationUse of the Fourier Laplace transform and of diagrammatical methods to interpret pumping tests in heterogeneous reservoirs
PII: S39-78(97)4-6 Advances in Water Resources, Vol. 2, pp. 58 59, 998 998 Elsevier Science Limited All rights reserved. Printed in Great Britain 39-78/98/$9. +. Use of the Fourier Laplace transform and
More informationMacroscopic dielectric constant for microstructures of sedimentary rocks
Granular Matter 2, 137 141 c Springer-Verlag 2000 Macroscopic dielectric constant for microstructures of sedimentary rocks Rudolf Hilfer, Jack Widjajakusuma, Bibhu Biswal Abstract An approximate method
More informationAPPLICATION OF 1D HYDROMECHANICAL COUPLING IN TOUGH2 TO A DEEP GEOLOGICAL REPOSITORY GLACIATION SCENARIO
PROCEEDINGS, TOUGH Symposium 2015 Lawrence Berkeley National Laboratory, Berkeley, California, September 28-30, 2015 APPLICATION OF 1D HYDROMECHANICAL COUPLING IN TOUGH2 TO A DEEP GEOLOGICAL REPOSITORY
More informationCS 542G: The Poisson Problem, Finite Differences
CS 542G: The Poisson Problem, Finite Differences Robert Bridson November 10, 2008 1 The Poisson Problem At the end last time, we noticed that the gravitational potential has a zero Laplacian except at
More information3D Large-Scale DNS of Weakly-Compressible Homogeneous Isotropic Turbulence with Lagrangian Tracer Particles
D Large-Scale DNS of Weakly-Compressible Homogeneous Isotropic Turbulence with Lagrangian Tracer Particles Robert Fisher 1, F. Catteneo 1, P. Constantin 1, L. Kadanoff 1, D. Lamb 1, and T. Plewa 1 University
More information5.1 2D example 59 Figure 5.1: Parabolic velocity field in a straight two-dimensional pipe. Figure 5.2: Concentration on the input boundary of the pipe. The vertical axis corresponds to r 2 -coordinate,
More informationASSESSMENT OF MIXED UNIFORM BOUNDARY CONDITIONS FOR PREDICTING THE MACROSCOPIC MECHANICAL BEHAVIOR OF COMPOSITE MATERIALS
ASSESSMENT OF MIXED UNIFORM BOUNDARY CONDITIONS FOR PREDICTING THE MACROSCOPIC MECHANICAL BEHAVIOR OF COMPOSITE MATERIALS Dieter H. Pahr and Helmut J. Böhm Institute of Lightweight Design and Structural
More informationPREDICTION OF INTRINSIC PERMEABILITIES WITH LATTICE BOLTZMANN METHOD
PREDICTION OF INTRINSIC PERMEABILITIES WITH LATTICE BOLTZMANN METHOD Luís Orlando Emerich dos Santos emerich@lmpt.ufsc.br Carlos Enrique Pico Ortiz capico@lmpt.ufsc.br Henrique Cesar de Gaspari henrique@lmpt.ufsc.br
More informationHomogenization Theory
Homogenization Theory Sabine Attinger Lecture: Homogenization Tuesday Wednesday Thursday August 15 August 16 August 17 Lecture Block 1 Motivation Basic Ideas Elliptic Equations Calculation of Effective
More informationPERCOLATION AND COARSE CONFORMAL UNIFORMIZATION. 1. Introduction
PERCOLATION AND COARSE CONFORMAL UNIFORMIZATION ITAI BENJAMINI Abstract. We formulate conjectures regarding percolation on planar triangulations suggested by assuming (quasi) invariance under coarse conformal
More informationModelling the induced force of attraction in electrorheological nanofluids
University of Wollongong Research Online Faculty of Informatics - Papers (Archive) Faculty of Engineering and Information Sciences 2006 Modelling the induced force of attraction in electrorheological nanofluids
More informationAn inverse problem for a system of steady-state reaction-diffusion equations on a porous domain using a collage-based approach
Journal of Physics: Conference Series PAPER OPEN ACCESS An inverse problem for a system of steady-state reaction-diffusion equations on a porous domain using a collage-based approach To cite this article:
More informationStokes Flow in a Slowly Varying Two-Dimensional Periodic Pore
Transport in Porous Media 6: 89 98, 997. 89 c 997 Kluwer Academic Publishers. Printed in the Netherlands. Stokes Flow in a Slowly Varying Two-Dimensional Periodic Pore PETER K. KITANIDIS? and BRUCE B.
More informationExcess 1/f noise in systems with an exponentially wide spectrum of resistances and dual universality of the percolation-like noise exponent
Excess 1/f noise in systems with an exponentially wide spectrum of resistances and dual universality of the percolation-like noise exponent A. A. Snarski a) Ukrainian National Technical University KPI,
More informationMicroscale Modeling of Carbonate Precipitation. ERC Team Members CBBG Faculty Narayanan Neithalath, ASU Edward Kavazanjian ASU
Microscale Modeling of Carbonate Precipitation ERC Team Members CBBG Faculty Narayanan Neithalath, ASU Edward Kavazanjian ASU Graduate Students Pu Yang Other Research Staff Nasser Hamdan Project Goals
More informationInstitute of Paper Science and Technology Atlanta, Georgia
Institute of Paper Science and Technology Atlanta, Georgia IPST Technical Paper Series Number 850 Universal Material Property in Conductivity of Planar Random Microstructures M. Ostoja-Starzewski May 2000
More informationColloids transport in porous media: analysis and applications.
Colloids transport in porous media: analysis and applications. Oleh Krehel joint work with Adrian Muntean and Peter Knabner CASA, Department of Mathematics and Computer Science. Eindhoven University of
More informationDRIVING FORCE IN SIMULATION OF PHASE TRANSITION FRONT PROPAGATION
Chapter 1 DRIVING FORCE IN SIMULATION OF PHASE TRANSITION FRONT PROPAGATION A. Berezovski Institute of Cybernetics at Tallinn Technical University, Centre for Nonlinear Studies, Akadeemia tee 21, 12618
More information7 Geostatistics. Figure 7.1 Focus of geostatistics
7 Geostatistics 7.1 Introduction Geostatistics is the part of statistics that is concerned with geo-referenced data, i.e. data that are linked to spatial coordinates. To describe the spatial variation
More informationExperiment and Simulation on NMR and Electrical Measurements on Liège Chalk
The Open-Access Journal for the Basic Principles of Diffusion Theory, Experiment and Application Experiment and Simulation on NMR and Electrical Measurements on Liège Chalk Liangmou Li, Igor Shikhov, Yong
More information