Topological Characterization of Porous Media

It is an attractive approach to predict flow and in based on direct investigations of their structure. The most crucial property is the of the structure because it is difficult to measure. This is true both at the pore scale, which may be represented as a binary structure, and at a larger scale defined by continuous macroscopic state variables as phase density or. At the pore scale a function is introduced which is defined by the as a function of the pore diameter. This function is used to generate of the porous structure that allow to predict bulk hydraulic properties of the material. At the continuum scale the structure is represented on a grey scale representing the porosity of the material with a given resolution. Here, topology is quantified by a connectivity function defined by the Euler characteristic as a function of a porosity threshold. Results are presented for the structure of natural soils measured by. The significance of topology at the continuum scale is demonstrated through numerical simulations. It is found that the effective permeabilities of two heterogeneous having the same auto-covariance but different topology differ considerably.

[1]  Klaus Mecke,et al.  Euler characteristic and related measures for random geometric sets , 1991 .

[2]  W. Wise A new insight on pore structure and permeability , 1992 .

[3]  I. Fatt The Network Model of Porous Media , 1956 .

[4]  S. Anderson tomography of Soil-Water-Root Processes , 1994 .

[5]  Michael A. Celia,et al.  Recent advances in pore scale models for multiphase flow in porous media , 1995 .

[6]  Christoph H. Arns,et al.  Characterising the Morphology of Disordered Materials , 2002 .

[7]  Muhammad Sahimi,et al.  Pore network modelling of two-phase flow in porous rock: the effect of correlated heterogeneity , 2001 .

[8]  William H. Press,et al.  Numerical recipes in C , 2002 .

[9]  Hans-Jörg Vogel,et al.  Quantitative morphology and network representation of soil pore structure , 2001 .

[10]  Hilfer,et al.  Local-porosity theory for flow in porous media. , 1992, Physical review. B, Condensed matter.

[11]  Hilfer,et al.  Geometric and dielectric characterization of porous media. , 1991, Physical review. B, Condensed matter.

[12]  S. Friedman,et al.  On the Transport Properties of Anisotropic Networks of Capillaries , 1996 .

[13]  W. Nagel,et al.  The estimation of the Euler‐Poincare characteristic from observations on parallel sections , 1996 .

[14]  D. Stoyan,et al.  The specific connectivity number of random networks , 2001, Advances in Applied Probability.

[15]  Hans-Jörg Vogel,et al.  A numerical experiment on pore size, pore connectivity, water retention, permeability, and solute transport using network models , 2000 .

[16]  John Stuart Archer,et al.  Capillary pressure characteristics , 1996 .

[17]  Vincent C. Tidwell,et al.  Effects of spatially heterogeneous porosity on matrix diffusion as investigated by X-ray absorption imaging , 1998 .

[18]  H. Hadwiger Vorlesungen über Inhalt, Oberfläche und Isoperimetrie , 1957 .

[19]  Allan L. Gutjahr,et al.  Cross‐correlated random field generation with the direct Fourier Transform Method , 1993 .

[20]  Hans-Jörg Vogel,et al.  A new approach for determining effective soil hydraulic functions , 1998 .

[21]  Graham Aylmore Tomography of Soil-Water-Root Processes , 1994 .

[22]  M. Celia,et al.  The effect of heterogeneity on the drainage capillary pressure‐saturation relation , 1992 .

[23]  R. Dehoff Use of the disector to estimate the Euler characteristic of three dimensional microstructures , 1987 .

[24]  Joel Koplik,et al.  Capillary displacement and percolation in porous media , 1982, Journal of Fluid Mechanics.

[25]  K. Roth Steady State Flow in an Unsaturated, Two-Dimensional, Macroscopically Homogeneous, Miller-Similar Medium , 1995 .

[26]  Joachim Ohser,et al.  The Euler Number of Discretized Sets — On the Choice of Adjacency in Homogeneous Lattices , 2002 .

[27]  G. R. Jerauld,et al.  The effect of pore-structure on hysteresis in relative permeability and capillary pressure: Pore-level modeling , 1990 .

[28]  Hans-Jörg Vogel,et al.  Morphological determination of pore connectivity as a function of pore size using serial sections , 1997 .

[29]  S. Torquato,et al.  Chord-distribution functions of three-dimensional random media: approximate first-passage times of Gaussian processes. , 1999, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[30]  Brian Berkowitz,et al.  PERCOLATION THEORY AND ITS APPLICATION TO GROUNDWATER HYDROLOGY , 1993 .

[31]  Klaus Mecke,et al.  Additivity, Convexity, and Beyond: Applications of Minkowski Functionals in Statistical Physics , 2000 .

[32]  D. C. Sterio The unbiased estimation of number and sizes of arbitrary particles using the disector , 1984, Journal of microscopy.

[33]  Ioannis Chatzis,et al.  Modelling Pore Structure By 2-D And 3-D Networks With ApplicationTo Sandstones , 1977 .

[34]  Pierre M. Adler,et al.  Flow in simulated porous media , 1990 .

[35]  Klaus Mecke,et al.  Statistical Physics and Spatial Statistics , 2000 .

[36]  R. Hilfer,et al.  Exact and approximate calculations for the conductivity of sandstones , 1999 .

[37]  J. Quiblier A new three-dimensional modeling technique for studying porous media , 1984 .

[38]  Ole Wendroth,et al.  Discrimination of Soil Phases by Dual Energy X‐ray Tomography , 1999 .

[39]  Claus Beisbart,et al.  Vector- und Tensor-Valued Descriptors for Spatial Patterns , 2002 .

[40]  Michael A. Celia,et al.  Prediction of relative permeabilities for unconsolidated soils using pore‐scale network models , 1997 .

[41]  R. Hilfer,et al.  Local percolation probabilities for a natural sandstone , 1996 .

[42]  V. Robins Computational Topology for Point Data: Betti Numbers of α-Shapes , 2002 .

[43]  Jean Serra,et al.  Image Analysis and Mathematical Morphology , 1983 .

[44]  X‐Ray Tomography of Soil Properties , 1994 .

[45]  R. Grayson,et al.  Toward capturing hydrologically significant connectivity in spatial patterns , 2001 .