Geofluids / 2020 / Article

Research Article | Open Access

Volume 2020 |Article ID 8844968 |

Qing Xie, Jianping Xu, Yuanda Yuan, Cong Niu, "Quantitative Analysis for the Reconstruction of Porous Media Using Multiple-Point Statistics", Geofluids, vol. 2020, Article ID 8844968, 11 pages, 2020.

Quantitative Analysis for the Reconstruction of Porous Media Using Multiple-Point Statistics

Academic Editor: Andrea Brogi
Received08 Jul 2020
Revised03 Sep 2020
Accepted11 Sep 2020
Published06 Oct 2020


The pore structure reconstruction of the porous media is of great importance to the research of mechanisms of fluid flow in porous media. To capture the large-scale patterns in the pore space, the multiple-point statistical technique is generally adopted for porous media reconstruction. Commonly, two different schemes, i.e., the single-grid scheme and the multiple-grid scheme, can be applied for simulation realization. The selection between this two schemes and a proper data template size have thus become a new research issue, and the performance of the characteristic reproduction of the training image using this two schemes must be quantified. In this paper, a series of multiple-point statistics simulation basing on a 2D micro-CT sandstone image are proceeded using both single- and multiple-grid schemes, and different data templates are adapted for porous media reconstruction. Further, to quantify the impact of the computational schemes and setting of the data template to the simulation realizations, a number of measurements considering the pore diameter, porosity, connectivity, and permeability are implemented to fully analyze the results obtained. Results show that by using the single-point statistical method, a large template is necessary to reproduce large-scale structures. The multiple-grid template method may bring great benefits to simulation efficiency over the simple data template method, as well as the recovery of the pore long-range geometric features and seepage characteristics. With the extension of the template for the multiple-grid scheme, the simulation results show lack of variations to some extent.

1. Introduction

Pore space reconstruction of porous media is of great interest in fields of earth science and engineering, because an accurate pore-scale modeling of the microstructure can help us understand and predict flow and transport phenomena. A faithful and accurate model of the pore space is an essential prerequisite for predicting the macroscopic properties and flow behavior of the medium.

Several categories of methods have been proposed to reconstruct the porous media. The most direct method to achieve this is to use X-ray computed tomography (micro-CT) to image the rock at a resolution of a few microns [1, 2], while the resolution is insufficient to image the smaller pore spaces in many carbonate samples. Process-based techniques have been developed to generate a model of the porous medium by simulating the sedimentation process, also incorporating the grain size distribution and other lithofacies information [36]. However, this method is computationally demanding and is specific to the particular process it models, and for many materials, the generating process is either unknown or highly complex. Some researchers used statistical feature models to describe the complex spatial information to generate representations of the pore space [7, 8], which are based on only two-point statistics (essentially the variogram model), and may fail to reproduce the long-range connectivity in some cases.

Due to capability of curvilinear and large-scale connected structures reproduction, multiple-point statistics (MPS) method has become one of most widely used approaches for porous media reconstruction. Okabe and Blunt [9, 10] aggregated the information coming from a 2D thin section of a carbonate rock with a linear pooling formula in order to reproduce the micropores at the submicrometer scale. Hajizadeh et al. [11] proposed a technique which relies on successive 2D multiple-point statistics simulations coupled to a multiscale conditioning data extraction procedure. Comunian et al. [12] developed a method which relies on merging the lists obtained using the IMPALA algorithm [13] from the diverse 2D training images, creating a list of compatible data events that are used for the MPS simulation. Xu et al. [14] took advantage of entropy method to obtain the appropriate size of the template and combined successive 2D MPS simulation and 3D MPS simulation with reconstruction methods for 3D pore spaces. As a direct 3D simulation is straight forward but a CPU and RAM intensive procedure, accompanying with the difficulties to achieve a 3D training image, all previous researches focused on restoring 3D porous media microstructure based on 2D thin section reconstruction. As current two main implementations of multiple-point statistics method, SNESIM [15] and IMPALA [13], both rely on intermediate data structure to store patterns from training image, the reconstruction process suffers from the running speed and RAM consumption, particularly in large scale and large data template simulation cases.

Many efforts have been made to decrease the CPU and RAM expense during the simulation, and the most commonly applied method is the multiple-grid approach [16], by which different sized templates are used to extract training image features at different scales; consequently, the configuration of the multiple-grid data template may significantly influence the final realizations. However, experimental results show that increasing the number of multiple-grid scheme does not necessarily improve the large-scale structure reproduction [17]. Therefore, it is important to understand precisely its reproduction capacities and its parameter sensitivity during the simulation process to achieve the satisfactory digital models.

To address this issue mentioned above, a series of multiple-point statistics simulations are proceeded basing on a 2D micro-CT sandstone training image using both single- and multiple-grid schemes in which different data template is adopted for porous media reconstruction. Further, to assess the impact of the computational schemes and setting of the data template to the simulation realizations, a number of measurements considering the pore diameter, porosity, connectivity, and permeability are implemented to fully analyze the results obtained in this paper. Results show that the multiple-grid template method may bring great benefits to simulation efficiency over the simple data template method, as well as the recovery of the pore long-range geometric features and seepage characteristics.

2. Multiple-Point Statistics Method

Two-point statistics are not enough to fully characterize low-entropy structures, and different structures may have the same two-point statistics. So complex geometries, such as pore space structure, cannot be modeled accurately using only traditional two-point statistics such as the variogram-based method, which manages only to reproduce proportions and two-point variograms. As the MPS method uses higher-order statistics, which considers joint categorical variability at more points simultaneously for the parameterization of shapes, it is superior in reproduction of such complex geometries.

In multiple-point statistics, the concept of the training image (TI) must be introduced first, which is used to provide storage for multiple-point geostatistical probability patterns. Considering a category property with possible states , a geometric configuration defined by vectors named data template is used to infer the spatial structure of the values for the categorical variable at location . The combination of data template and the data values in the training image is called data event .Figure 1(a) shows a horizontal section of a fluvial system as a training image (black corresponds to mudstone with category code 0, and white corresponds to sandstone with category code 1). Figure 1(b) shows a data template and Figure 1(c) shows a data event associated with the data template Figure 1(b); the 4 data (category) values correspondingly are 0, 0, 1, and 1.

Consequently, the conditional probability of the occurrence of value is defined following Bayes’ theorem:where is the number of replicates of the conditioning data and is the number of replicates inferred from when the central node has a value of . Thus, the problem of calculating the probability of the value at location can be simply turned to counting the number of replicates of the training image.

A large template would be required to reproduce large scale structures, at least double the size of the structure. However, the approach is commonly impractical because of memory constraints. The multiple-grid computation scheme is adopted to solve the problem, and large-scale structures of the training image can be reproduced while considering a data template with a reasonably small number of grid nodes.

The simulation process using multiple-grid approach consists of several parts which use different scale grids. For -grid simulations, the () grid is constituted of each node of the smallest simulation grid. At each grid scale, the data template is configured proportionally to the spacing of the nodes within the grid to be simulated. If any original sample data exists, they must be assigned as conditional data to the nearest nodes in the current simulation grid. Figure 2 shows the example for multiple grids of three levels, including multiple-grid data templates based on single-grid data template (Figure 1(b)).

Algorithms 1 and 2 give a detailed description of the multiple-point statistics simulation of a single grid and multiple grids.

1. Define a data template
2. Pre-scan training image to store multiple-point patterns specific to
3. Relocate hard data to the nearest simulation grid node and freeze them
4. Define a random path visiting all locations to be simulated
5. for each location along the path do
6.  Find the conditioning data event defined by template
7.   Retrieve the conditional cumulative distribution function(CCDF) from patterns got in step 2
8.  Draw a simulated value from that conditional probability and add it to the data set
9 end for
1. Choose the number of multiple grids
2. Start on the coarsest grid
3. while g>0 do
4.   Relocate hard data to the nearest grid nodes in current multiple grid
5.   Build a new template by re-scaling template
6.   Pre-scan training image to store multiple-point patterns specific to
7.   Simulate all nodes of as in Algorithm 1
8.   Remove the relocated hard data from current multi-grid if g >1
9.   Move to next finer grid
10 end while

3. Data and Measurement

3.1. Training Image

We evaluated the performance of the reconstruction of sand rock by performing several simulations with SGeMS [18] which implement single-grid and multiple-grid multiple-point statistics simulation methods. Finally, we compared the results using different quantitative measurements.

The training image adopted in this research is shown in Figure 3 in which void space is shown white and the solid black. The image comes from scanning the rock sample using micro-CT, whose size pixels and resolution is 5 μm/pixel. Successively, we performed several unconditional single-grid and multiple-grid simulations on a grid of for comparison.

3.2. Quantitative Measurements

Several quantitative measurements are used to quantify the reproduction performance of the statistics of the sand rock sample. Different measurements highlight different features of the simulation results. These measurements include univariate, bivariate, multivariate, and flow characteristic, which are summarized in Table 1 and briefly introduced below. Note that the computation methods and the correlation of these parameters are not emphasized in this research. We are simply interested in how the consistency of characteristics between the rock sample and the simulation realizations is influenced by the simulation methods and parameters.


Univariate statisticsMorphologyPorosityRabbani et al. [19]
Pore (grain) size distributionRabbani et al. [20]
Coordination numberRabbani et al. [21]

Bivariate statisticsCorrelationVariogramJournel et al. [22]

Multivariate statisticsContinuityConnectivityJournel et al. [23]

Flow characteristicPercolationPermeabilityKarim et al. [24]

The univariate statistics adopted describe the morphology of a porous medium, which consist the information of the geometry that describes the pores’ shapes and sizes and the topology that quantifies the way pores and throats are connected together. As the exterior behaviors of the porous medium such as flow characteristic largely depend on the medium’s microscope form, the morphology of a porous medium plays a fundamental role in all porous media researches. However, although the univariate statistics provide valuable information and insight into the morphology of the porous media, it is not by itself nearly enough for developing a realistic model of porous media due to the heterogeneous and anisotropy characteristics in larger scales.

The bivariate statistics through the use of variogram analysis established the pore’s directional dependence and correlation at two nearby locations and is used to interpret the spatial dependence and the anisotropy extent of the pore structure along different directions:where is the variogram between two paired data values, is the correlation function which represents the location vector between paired points, represents the expectation of , and means the data value at location .

As the rectilinear variogram does not include curvilinear information of complex pore structures, such bivariate statistics is largely insufficient to characterize the complex shape and spatial continuity of the pore structure. In order to make up for it, the measurement of curvilinearity and multiple-point connectivity is adopted as:where is the correlation function and is the connective function, which shows and are connected.

Besides, the statistical measurements mentioned above, the permeability is considered to better characterize the fluid flow throughout the porous media. The permeability is a parameter that measures the resistance that fluid encounters when flowing through a porous medium. Many efforts have been devoted in the determination of flow and transport in porous media [2527]; we in this paper adopted the finite element Stokes simulation proposed by Chapuis and Aubertin [28] to calculate the permeability of various simulation realizations.

Typically, it is known that according to the Kozeny-Carman equation [28], the absolute permeability is related to porosity and grain size as:

Comparing permeability calculated using finite element Stokes simulation with this fitting curve, we can determine which of the various realizations has the best permeability reproduction.

These quantitative measurements are calculated for each simulation realizations, using both single and multiple grid and different data template size.

4. Results and Discussion

In this section, we evaluated the performance of reconstruction samples by performing simulations and comparing the results using different measurements, including single-grid and multiple-grid schemes. Due to the stochastic feature of the multiple-point geostatistical simulation, different random seeds are used, and dozens of the simulation are completed on a grid with data template of , , ,…,, respectively. The results calculated using different measurements are then averaged and compared with the statistics of the training image to quantitate the effect of simulation methods and parameters. As the training image and the simulation grid are relatively small, we use just two grid levels () for multiple-grid scheme.

Figure 4 shows the typical simulation results with data template size of , , and using single- and multiple-grid scheme, respectively. Firstly, it can be found that as the size of data template increases, the restoration of curvilinear structure for sand channel using the single-grid method becomes better, while the improvements using the multiple-grid method are relatively small. Secondly, when the data templates have the same size, the reproduction of curvilinear pore structure in the realization using the multiple-grid method is much better compared with the realization using the single-grid method. It shows that as the data template becomes larger, the characteristics of the pores can be better captured, and the multiple-grid method can search a larger range with the same template size, which is in accordance with the definition of the data template.

To further clarify the relations between the effects of the pore shape reconstruction and the simulation methods and parameters, the information about pore shape and interconnection are counted and shown in Figures 57, respectively. For the measurement of average pore diameter shown in Figure 5, a similar regularity of single-grid scheme is shown compared to Figure 4 that as the size of the data template increases, the average pore diameter of the realizations becomes closer to the value of the image. Unfortunately, the average pore diameter may even exceed the value of the training image when using relatively large data template, which will bring a certain degree of unreality for the simulation results. Therefore, finding the appropriate data template size is an important issue for single-grid scheme. For the multiple-grid scheme, average pore diameters for all data template sizes are bigger than the value of the training image. However, a clear correlation cannot yet be easily found between the data template size and the statistical data. All average pore diameters of simulations using the multiple-grid scheme are higher than the training image, and larger size of data templates may even bring greater errors than smaller one.

The data for the measurement of pore diameter distributions shown in Figure 6 better reveal the information about the pore shapes. It can be seen that for both single-grid scheme and the multiple-grid scheme, the lower outliers are substantially equal, and the higher outliers increase with the sizes of data template increase, and the medians have similar trends with the average value shown in Figure 5 for the training image and all data template sizes. For single-grid method, the interquartile range increases, whereas the ones for multiple-grid method are roughly equal. This shows that the limitation of template size has a greater impact on the simulation results. However, from another point of view, the extension of the template for the multiple-grid scheme makes the simulation loss of variations to some extent.

Figure 7 shows the results of the measurement of coordinate numbers for both single-grid and multiple-grid schemes, which describe the number of ways which interconnect pore with the pore network structure. Compared with Figure 5, it is shown that the coordinate number and average pore diameter have similar trends, and there is a certain correlation between these two datasets. Although large pores may contribute nothing to the pore network unless they connect to other pores, as the pore size increases, the likelihood of more throat connections to the pore also increases. Therefore, the coordinate numbers increase with the size of pore and with increasing number of pore throats surrounding the pore.

The simulation results for measurement of porosity, which describes the pore volume fraction in the rock samples, are also shown in Figure 8. As the results of other measurements mentioned above, the data of single-grid scheme basically shows a monotonous increasing trend, but the data of multiple-grid scheme shows a more chaotic pattern. On the other hand, for all data template sizes, the data distribution interval of multiple-grid scheme (0.185, 0.21) is more concentrated than the single-grid scheme (0.175, 0.215). As the measurement of porosity is a one-dimensional data, the magnitude of porosity still roughly indicates complexity of structure, being greater for greater complexity. Furthermore, the spatial variability of porosity is also important, greater variability correlating with greater heterogeneity of the rock. Due to the fact that heterogeneity in the porosity distribution is evident even by visual inspection, the correlation between the porosity and the measurement of rock morphology need to be further researched.

In Figure 9, the experimental variograms are used to quantify the spatial variability in the simulation results. The nugget values are roughly the same in each figure, which shows that the reproductions for the discontinuity characteristics at the origin corresponding to short scale variability are kept consistent. The training image and all simulation results show the isotropic variation of the pore structure, as the ranges in the and directions are almost equal. Except when the template is relatively small for single-grid method, the curves of all realization are kept close to curve of the training image. It proves that as long as the template range is large enough to capture adequate patterns, the correlation of the pore space can be well recovered from the training image.

The connectivity in the space of the pore network structures is an important measuring for the interconnected pore curvilinear patterns, which is shown in Figure 10. The data for both single-grid and multiple-grid schemes shows a similar pattern with the measurements of average pore diameter, coordinate number, and variograms, which are all factors that affect the pore network. Commonly, the distance at which the model first flattens out the connectivity curve is twice the distance of the variogram curves mainly because of the difference between the bivariate and multivariate statistics. The measurement of multiple-point connectivity allows a longer relevant spatial extent than the traditional two-point variogram model.

Predicting fluid transport capability is the final target of reconstruction a structural model of porous media, and permeability is the key parameter that measures the resistance that fluid faces when flowing through a porous medium. Stoke flows have been simulated in the simulation realization using finite element method, and the results are shown in Figure 11. It can be concluded that the training image shows an isotropic percolation capability; however, the permeability for both the single-grid and multiple-grid schemes shows more or less anisotropic characteristics. As the measurement of porosity shown in Figure 8, the permeability results also distribute messy, whereas the trend of the two kinds of data are similar.

To quantify the performance of the permeability reproduction, the constant coefficient of the simplified Kozeny-Carman relationship for the training image has been calculated, and the scatter plot (Figure 12) is depicted to show the relationship between the permeability and the sandstone morphology parameters, porosity and grain size, and the derivation from the theoretical curve of the training image. The data points of the multiple-grid schemes are more scattered than the points of the single-grid scheme, and the latter has better curve fitting effect with the theoretical curve of the training image, which also been proved by the curve fitting statistics of mean square of residual and coefficient of determination in the Table 2. So it can be concluded that the simulation results of single-grid scheme are more consistent with the Kozeny-Carman formalism. This may be partly due to that the large search range of the multiple-grid scheme reduces the variation of the simulation to a certain degree, although the measurements in the simulation results remain the same level, the distribution of data is relatively disordered, and it brings a relatively large transmission error.

Mean square of residualCoefficient of determination

Single-grid scheme7.98975-0.46433
Multiple-grid scheme18.00063-8.96497

5. Summary and Conclusions

In this paper, the multiple-point statistical simulation method is adopted to reconstruct two-dimensional sandstone images with different size of square data template using both single-grid and multiple-grid scheme, and different measurements are used to quantify the performance of pattern reproduction from the original training image. The results of univariate, bivariate, multivariate, and percolation measurements have been compared and discussed, which represent different aspects of the sandstone. According to the calculation results in this article, the following conclusions can be drawn for 2D MPS simulation:(1)For single-grid scheme of the simulation, as the size of the data template increases, all simulation results gradually approach to the training image, and the reproduction measurements are stably improved which indicates that a large template is necessary to reproduce large-scale structures. Although the data template size can be theoretically expanded to capture the longest structure in the training image, the template size is limited by the memory limitations and computational efficiency in the practical applications(2)The multiple-grid scheme is commonly used to overcome the shortcomings of the single-grid scheme, in which a hierarchical grid structure is used. The multiple-grid approach captures the large-scale multiple-point statistics effectively while requiring relatively small data template. Note that increasing the number of multigrids may not improve the large-scale structures; this feature brings loss of variations of the simulation results to some extent(3)In multiple-grid scheme simulation, finding the appropriate data template size becomes an important issue as the single-grid scheme. The regularity between the simulation results and the data template size of the multiple-grid scheme requires further research


:Number of events
conn:Connectivity function
:Diameter of grain
:Data event
:Variogram function
:Grid number
:Data value
:Correlation function
:Number of grids
:Data template
:Location vector
:Random variables
:Sample event.
Subscripts and Superscripts
:Vector counter
:Under the condition that has a value of
:Template counter.

Data Availability

All data generated or analyzed during this study are included in this article.

Conflicts of Interest

None of the authors have any conflicts of interest.


This work was supported financially by the National Nature Science Foundation of China (grant numbers 51974247, 51874241, 41502311, and 41672114).


  1. J. H. Dunsmuir, S. R. Ferguson, K. L. D'Amico, and J. P. Stokes, “X-ray microtomography: a new tool for the characterization of porous media,” in SPE Annual Technical Conference and Exhibition, pp. 6–9, Dallas, TX, USA, October 1991. View at: Publisher Site | Google Scholar
  2. P. Spanne, J. F. Thovert, C. J. Jacquin, W. B. Lindquist, K. W. Jones, and P. M. Adler, “Synchrotron computed microtomography of porous media: topology and transports,” Physical Review Letters, vol. 73, no. 14, pp. 2001–2004, 1994. View at: Publisher Site | Google Scholar
  3. S. Bakke and P.-E. Ãren, “3-D pore-scale modelling of sandstones and flow simulations in the pore networks,” SPE Journal, vol. 2, pp. 136–149, 2013. View at: Publisher Site | Google Scholar
  4. B. Biswal, C. Manwart, R. Hilfer, S. Bakke, and P. E. Øren, “Quantitative analysis of experimental and synthetic microstructures for sedimentary rock,” Physica A: Statistical Mechanics and its Applications, vol. 273, no. 3-4, pp. 452–475, 1999. View at: Publisher Site | Google Scholar
  5. S. Bryant and M. Blunt, “Prediction of relative permeability in simple porous media,” Physical Review A, vol. 46, no. 4, pp. 2004–2011, 1992. View at: Publisher Site | Google Scholar
  6. M. Pilotti, “Reconstruction of clastic porous media,” Transport in Porous Media, vol. 41, no. 3, pp. 359–364, 2000. View at: Publisher Site | Google Scholar
  7. P. M. Adler, C. G. Jacquin, and J. A. Quiblier, “Flow in simulated porous media,” International Journal of Multiphase Flow, vol. 16, no. 4, pp. 691–712, 1990. View at: Publisher Site | Google Scholar
  8. J. A. Quiblier, “A new three-dimensional modeling technique for studying porous media,” Journal of Colloid and Interface Science, vol. 98, no. 1, pp. 84–102, 1984. View at: Publisher Site | Google Scholar
  9. H. Okabe and M. J. Blunt, “Prediction of permeability for porous media reconstructed using multiple-point statistics,” Physical Review E-Statistical, Nonlinear, and Soft Matter Physics, vol. 70, no. 6, pp. 066135/1–066135/10, 2004. View at: Publisher Site | Google Scholar
  10. H. Okabe and M. J. Blunt, “Pore space reconstruction using multiple-point statistics,” Journal of Petroleum Science and Engineering, vol. 46, no. 1-2, pp. 121–137, 2005. View at: Publisher Site | Google Scholar
  11. A. Hajizadeh, A. Safekordi, and F. A. Farhadpour, “A multiple-point statistics algorithm for 3D pore space reconstruction from 2D images,” Advances in Water Resources, vol. 34, no. 10, pp. 1256–1267, 2011. View at: Publisher Site | Google Scholar
  12. A. Comunian, P. Renard, and J. Straubhaar, “3D multiple-point statistics simulation using 2D training images,” Computers and Geosciences, vol. 40, pp. 49–65, 2012. View at: Publisher Site | Google Scholar
  13. J. Straubhaar, P. Renard, G. Mariethoz, R. Froidevaux, and O. Besson, “An improved parallel multiple-point algorithm using a list approach,” Mathematical Geosciences, vol. 43, no. 3, pp. 305–328, 2011. View at: Publisher Site | Google Scholar
  14. Z. Xu, Q. Teng, X. He, and Z. Li, “A reconstruction method for three-dimensional pore space using multiple-point geology statistic based on statistical pattern recognition and microstructure characterization,” International Journal for Numerical and Analytical Methods in Geomechanics, vol. 37, no. 1, pp. 97–110, 2013. View at: Publisher Site | Google Scholar
  15. S. Strebelle and A. G. Journel, Sequential simulation drawing structures from training images, Stanford University, Stanford, 2000, Ph.D. Thesis.
  16. T. T. Tran, “Improving variogram reproduction on dense simulation grids,” Computers & Geosciences, vol. 20, no. 7-8, pp. 1161–1168, 1994. View at: Publisher Site | Google Scholar
  17. Y. Liu, “Using the Snesim program for multiple-point statistical simulation,” Computers & Geosciences, vol. 32, no. 10, pp. 1544–1563, 2006. View at: Publisher Site | Google Scholar
  18. N. Remy, A. Boucher, and J. Wu, Applied Geostatistics with SGeMS: A User’s Guide, Cambridge University Press, 2009. View at: Publisher Site
  19. A. Rabbani, A. Assadi, R. Kharrat, N. Dashti, and S. Ayatollahi, “Estimation of carbonates permeability using pore network parameters extracted from thin section images and comparison with experimental data,” Journal of Natural Gas Science and Engineering, vol. 42, pp. 85–98, 2017. View at: Publisher Site | Google Scholar
  20. A. Rabbani, S. Jamshidi, and S. Salehi, “An automated simple algorithm for realistic pore network extraction from micro-tomography images,” Journal of Petroleum Science and Engineering, vol. 123, pp. 164–171, 2014. View at: Publisher Site | Google Scholar
  21. A. Rabbani, S. Ayatollahi, R. Kharrat, and N. Dashti, “Estimation of 3-D pore network coordination number of rocks from watershed segmentation of a single 2-D image,” Advances in Water Resources, vol. 94, pp. 264–277, 2016. View at: Publisher Site | Google Scholar
  22. A. G. Journel, “Geostatistics for conditional simulation of ore bodies,” Economic Geology, vol. 69, no. 5, pp. 673–687, 1974. View at: Publisher Site | Google Scholar
  23. S. Krishnan and A. G. Journel, “Spatial connectivity: from variograms to multiple-point measures,” Mathematical Geology, vol. 35, no. 8, pp. 915–925, 2003. View at: Publisher Site | Google Scholar
  24. M. R. Karim, K. Krabbenhoft, and A. V. Lyamin, “Permeability determination of porous media using large-scale finite elements and iterative solver,” International Journal for Numerical and Analytical Methods in Geomechanics, vol. 38, no. 10, pp. 991–1012, 2014. View at: Publisher Site | Google Scholar
  25. J. Dakhelpour-Ghoveifel, M. Shegeftfard, and M. Dejam, “Capillary-based method for rock typing in transition zone of carbonate reservoirs,” Journal of Petroleum Exploration and Production Technologies., vol. 9, no. 3, pp. 2009–2018, 2019. View at: Publisher Site | Google Scholar
  26. S. O. Olayiwola and M. Dejam, “A comprehensive review on interaction of nanoparticles with low salinity water and surfactant for enhanced oil recovery in sandstone and carbonate reservoirs,” Fuel, vol. 241, pp. 1045–1057, 2019. View at: Publisher Site | Google Scholar
  27. M. Dejam, “Advective-diffusive-reactive solute transport due to non-Newtonian fluid flows in a fracture surrounded by a tight porous medium,” International Journal of Heat and Mass Transfer, vol. 128, no. 1, pp. 1307–1321, 2019. View at: Publisher Site | Google Scholar
  28. R. P. Chapuis and M. Aubertin, “On the use of the Kozeny-Carman equation to predict the hydraulic conductivity of soils,” Canadian Geotechnical Journal, vol. 40, no. 3, pp. 616–628, 2003. View at: Publisher Site | Google Scholar

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