Pub Date : 2024-01-02DOI: 10.1007/s11242-023-02043-y
Teng Teng, Zhaolong Li, Yuming Wang, Kun Liu, Wenjian Jia
Water seepage in rocks, in geotechnical engineering such as the hydrofracturing of hard rocks, excavation of underground chambers, and prevention of mine water disasters, is a common problem. According to rock mechanics theory, the deformation and stress of rocks influence seepage behavior. In this study, a modified permeability model of argillaceous sandstone under coupled hydromechanical conditions was established to reveal the relationship between permeability and effective stress, including external stress and internal water pressure. The modeling results indicate a negative exponential relationship between the argillaceous sandstone permeability and the effective stress. The proposed effective stress-sensitive permeability model was validated by conducting two sets of seepage experiments based on controlling the water pressure and external stress, with the results obtained considered satisfactory. Based on the proposed permeability model, a fully coupled multifield model of the water seepage and rock deformation was developed. Fully coupled scenario-based numerical simulations were conducted in a finite element environment to investigate water seepage evolution and rock deformation. The experimental and numerical results show that the trends in the evolution of the entire compressive stress–strain and permeability curves are reversed, and the maximum value of the permeability was not consistent with the failure of argillaceous sandstone. This model and corresponding numerical simulations can provide insights for water seepage research and serve as a reliable theoretical basis for evaluating roof water injection and hydraulic fracturing in rock and mining engineering.
{"title":"Experimental and Numerical Validation of an Effective Stress-Sensitive Permeability Model Under Hydromechanical Interactions","authors":"Teng Teng, Zhaolong Li, Yuming Wang, Kun Liu, Wenjian Jia","doi":"10.1007/s11242-023-02043-y","DOIUrl":"https://doi.org/10.1007/s11242-023-02043-y","url":null,"abstract":"<p>Water seepage in rocks, in geotechnical engineering such as the hydrofracturing of hard rocks, excavation of underground chambers, and prevention of mine water disasters, is a common problem. According to rock mechanics theory, the deformation and stress of rocks influence seepage behavior. In this study, a modified permeability model of argillaceous sandstone under coupled hydromechanical conditions was established to reveal the relationship between permeability and effective stress, including external stress and internal water pressure. The modeling results indicate a negative exponential relationship between the argillaceous sandstone permeability and the effective stress. The proposed effective stress-sensitive permeability model was validated by conducting two sets of seepage experiments based on controlling the water pressure and external stress, with the results obtained considered satisfactory. Based on the proposed permeability model, a fully coupled multifield model of the water seepage and rock deformation was developed. Fully coupled scenario-based numerical simulations were conducted in a finite element environment to investigate water seepage evolution and rock deformation. The experimental and numerical results show that the trends in the evolution of the entire compressive stress–strain and permeability curves are reversed, and the maximum value of the permeability was not consistent with the failure of argillaceous sandstone. This model and corresponding numerical simulations can provide insights for water seepage research and serve as a reliable theoretical basis for evaluating roof water injection and hydraulic fracturing in rock and mining engineering.</p>","PeriodicalId":804,"journal":{"name":"Transport in Porous Media","volume":null,"pages":null},"PeriodicalIF":2.7,"publicationDate":"2024-01-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139078300","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-24DOI: 10.1007/s11242-023-02044-x
Abstract
Wettability is one of the critical parameters affecting multiphase flow in porous media. The wettability is determined by the affinity of fluids to the rock surface, which varies due to factors such as mineral heterogeneity, roughness, ageing, and pore-space geometry. It is well known that wettability varies spatially in natural rocks, and it is still generally considered a constant parameter in pore-scale simulation studies. The accuracy of pore-scale simulation of multiphase flow in porous media is undermined by such inadequate wettability models. The advent of in situ visualization techniques, e.g. X-ray imaging and microtomography, enables us to characterize the spatial distribution of wetting more accurately. There are several approaches for such characterization. Most include the construction of a meshed surface of the interface surfaces in a segmented X-ray image and are known to have significant errors arising from insufficient resolution and surface-smoothing algorithms. This work presents a novel approach for spatial determination of wetting properties using local lattice-Boltzmann simulations. The scheme is computationally efficient as the segmented X-ray image is divided into subdomains before conducting the lattice-Boltzmann simulations, enabling fast simulations. To test the proposed method, it was applied to two synthetic cases with known wettability and three datasets of imaged fluid distributions. The wettability map was obtained for all samples using local lattice-Boltzmann calculations on trapped ganglia and optimization on surface affinity parameters. The results were quantitatively compared with a previously developed geometrical contact angle determination method. The two synthetic cases were used to validate the results of the developed workflow, as well as to compare the wettability results with the geometrical analysis method. It is shown that the developed workflow accurately characterizes the wetting state in the synthetic porous media with an acceptable uncertainty and is better to capture extreme wetting conditions. For the three datasets of imaged fluid distributions, our results show that the obtained contact angle distributions are consistent with the geometrical method. However, the obtained contact angle distributions tend to have a narrower span and are considered more realistic compared to the geometrical method. Finally, our results show the potential of the proposed scheme to efficiently obtain wettability maps of porous media using X-ray images of multiphase fluid distributions. The developed workflow can help for more accurate characterization of the wettability map in the porous media using limited experimental data, and hence more accurate digital rock analysis of multiphase flow in porous media.
摘要 润湿性是影响多孔介质中多相流的关键参数之一。润湿性由流体与岩石表面的亲和力决定,而岩石表面的亲和力因矿物异质性、粗糙度、老化和孔隙空间几何形状等因素而变化。众所周知,天然岩石的润湿性在空间上是变化的,但在孔隙尺度模拟研究中,润湿性通常仍被视为一个常数。这种不完善的润湿性模型影响了多孔介质中多相流孔隙尺度模拟的准确性。X 射线成像和显微层析成像等原位可视化技术的出现,使我们能够更准确地描述润湿的空间分布特征。这种表征方法有多种。大多数方法包括在分割的 X 射线图像中构建界面表面的网格面,众所周知,由于分辨率和表面平滑算法不足,这种方法存在很大误差。这项研究提出了一种利用局部晶格-玻尔兹曼模拟空间确定润湿特性的新方法。该方案计算效率高,因为在进行晶格-玻尔兹曼模拟之前,已将分割的 X 射线图像划分为多个子域,从而实现了快速模拟。为了测试所提出的方法,我们将其应用于两个已知润湿性的合成案例和三个成像流体分布数据集。通过对被困神经节的局部晶格-玻尔兹曼计算和表面亲和力参数的优化,获得了所有样本的润湿性图。结果与之前开发的几何接触角测定方法进行了定量比较。利用两个合成案例验证了所开发工作流程的结果,并将润湿性结果与几何分析方法进行了比较。结果表明,所开发的工作流程能准确描述合成多孔介质的润湿状态,其不确定性在可接受范围内,而且能更好地捕捉极端润湿条件。对于三个成像流体分布数据集,我们的结果表明所获得的接触角分布与几何分析方法一致。不过,与几何方法相比,所获得的接触角分布往往跨度较窄,被认为更符合实际情况。最后,我们的研究结果表明,所提出的方案具有利用多相流体分布的 X 射线图像高效获取多孔介质润湿性图的潜力。开发的工作流程有助于利用有限的实验数据更准确地描述多孔介质中的润湿性图,从而更准确地对多孔介质中的多相流进行数字岩石分析。
{"title":"Spatial Characterization of Wetting in Porous Media Using Local Lattice-Boltzmann Simulations","authors":"","doi":"10.1007/s11242-023-02044-x","DOIUrl":"https://doi.org/10.1007/s11242-023-02044-x","url":null,"abstract":"<h3>Abstract</h3> <p>Wettability is one of the critical parameters affecting multiphase flow in porous media. The wettability is determined by the affinity of fluids to the rock surface, which varies due to factors such as mineral heterogeneity, roughness, ageing, and pore-space geometry. It is well known that wettability varies spatially in natural rocks, and it is still generally considered a constant parameter in pore-scale simulation studies. The accuracy of pore-scale simulation of multiphase flow in porous media is undermined by such inadequate wettability models. The advent of in situ visualization techniques, e.g. X-ray imaging and microtomography, enables us to characterize the spatial distribution of wetting more accurately. There are several approaches for such characterization. Most include the construction of a meshed surface of the interface surfaces in a segmented X-ray image and are known to have significant errors arising from insufficient resolution and surface-smoothing algorithms. This work presents a novel approach for spatial determination of wetting properties using local lattice-Boltzmann simulations. The scheme is computationally efficient as the segmented X-ray image is divided into subdomains before conducting the lattice-Boltzmann simulations, enabling fast simulations. To test the proposed method, it was applied to two synthetic cases with known wettability and three datasets of imaged fluid distributions. The wettability map was obtained for all samples using local lattice-Boltzmann calculations on trapped ganglia and optimization on surface affinity parameters. The results were quantitatively compared with a previously developed geometrical contact angle determination method. The two synthetic cases were used to validate the results of the developed workflow, as well as to compare the wettability results with the geometrical analysis method. It is shown that the developed workflow accurately characterizes the wetting state in the synthetic porous media with an acceptable uncertainty and is better to capture extreme wetting conditions. For the three datasets of imaged fluid distributions, our results show that the obtained contact angle distributions are consistent with the geometrical method. However, the obtained contact angle distributions tend to have a narrower span and are considered more realistic compared to the geometrical method. Finally, our results show the potential of the proposed scheme to efficiently obtain wettability maps of porous media using X-ray images of multiphase fluid distributions. The developed workflow can help for more accurate characterization of the wettability map in the porous media using limited experimental data, and hence more accurate digital rock analysis of multiphase flow in porous media.</p>","PeriodicalId":804,"journal":{"name":"Transport in Porous Media","volume":null,"pages":null},"PeriodicalIF":2.7,"publicationDate":"2023-12-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139027591","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-19DOI: 10.1007/s11242-023-02042-z
Ximena Melgarejo-Castellanos, Manuel Coronado, Héctor Erick Gallardo-Ferrera, Martín Alberto Díaz-Viera
Fines detachment, migration and pore clogging are important processes in diverse problems in underground formations. Recent works have analyzed the idea of employing fines detached by low-salinity water injection to modify water trajectories in a rock formation. In oil and geothermal reservoirs, fines can play, in this context, a beneficial role in water production control. In underground pollution processes, fines can serve as a potential mechanism for isolating soil or water contaminants. In this work, a new application to block the fluid flow in a conducting fault that directly links the injection well with extraction wells by using a slug of low-salinity water is explored. This technique could bear significant relevance, particularly in scenarios where water is injected to displace oil or soil contaminants from the formation into extraction wells. The existence of this type of highly conductive pathways can significantly reduce the efficiency of oil or contaminant sweeping. To analyze the problem, we consider here a low-salinity water slug that is introduced in the injection stream of a standard inverse five-spot well array, in which a high-permeability fault-like streak directly connects the injector with two of the four extraction wells. The mathematical model to describe fines detachment, migration, pore clogging and permeability impairment is revisited and adapted. The nonlinear coupled equation set for single-phase fluid flow, salinity transport and fines dynamics is numerically solved by a finite element method. The efficiency of the low-salinity fines detaching method to block water flow in conductive faults is discussed in terms of slug injection period, slug salinity and flow injection rate. The most sensitive parameters are injection period and injection rate. It was found that fines are equally effective at obstructing broad or narrow faults.
{"title":"Blocking a Flow Conductive Inter-well Fault by Fines Detached by a Low-Salinity Water Slug","authors":"Ximena Melgarejo-Castellanos, Manuel Coronado, Héctor Erick Gallardo-Ferrera, Martín Alberto Díaz-Viera","doi":"10.1007/s11242-023-02042-z","DOIUrl":"https://doi.org/10.1007/s11242-023-02042-z","url":null,"abstract":"<p>Fines detachment, migration and pore clogging are important processes in diverse problems in underground formations. Recent works have analyzed the idea of employing fines detached by low-salinity water injection to modify water trajectories in a rock formation. In oil and geothermal reservoirs, fines can play, in this context, a beneficial role in water production control. In underground pollution processes, fines can serve as a potential mechanism for isolating soil or water contaminants. In this work, a new application to block the fluid flow in a conducting fault that directly links the injection well with extraction wells by using a slug of low-salinity water is explored. This technique could bear significant relevance, particularly in scenarios where water is injected to displace oil or soil contaminants from the formation into extraction wells. The existence of this type of highly conductive pathways can significantly reduce the efficiency of oil or contaminant sweeping. To analyze the problem, we consider here a low-salinity water slug that is introduced in the injection stream of a standard inverse five-spot well array, in which a high-permeability fault-like streak directly connects the injector with two of the four extraction wells. The mathematical model to describe fines detachment, migration, pore clogging and permeability impairment is revisited and adapted. The nonlinear coupled equation set for single-phase fluid flow, salinity transport and fines dynamics is numerically solved by a finite element method. The efficiency of the low-salinity fines detaching method to block water flow in conductive faults is discussed in terms of slug injection period, slug salinity and flow injection rate. The most sensitive parameters are injection period and injection rate. It was found that fines are equally effective at obstructing broad or narrow faults.</p>","PeriodicalId":804,"journal":{"name":"Transport in Porous Media","volume":null,"pages":null},"PeriodicalIF":2.7,"publicationDate":"2023-12-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138742177","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-13DOI: 10.1007/s11242-023-02040-1
Didier Lasseux, Francisco J. Valdés-Parada, Marc Prat
In this Letter, it is shown how the determination of the effective coefficients involved in the macroscopic model for pressure driven and/or Couette flow in a rough fracture can be simplified by solving only one closure problem instead of two as originally reported in Prat et al. (Transp Porous Media 48(3):291–313, 2002. https://doi.org/10.1023/a:1015772525610).
本文展示了如何通过只解决一个闭合问题来简化粗糙裂缝中压力驱动和/或Couette流动宏观模型中有效系数的确定,而不是像Prat等人最初报道的那样(transporous Media 48(3):291 - 313,2002)。https://doi.org/10.1023/a: 1015772525610)。
{"title":"Effective Reynolds Model Coefficients for Flow Between Rough Surfaces in Sliding Motion","authors":"Didier Lasseux, Francisco J. Valdés-Parada, Marc Prat","doi":"10.1007/s11242-023-02040-1","DOIUrl":"https://doi.org/10.1007/s11242-023-02040-1","url":null,"abstract":"<p>In this Letter, it is shown how the determination of the effective coefficients involved in the macroscopic model for pressure driven and/or Couette flow in a rough fracture can be simplified by solving only one closure problem instead of two as originally reported in Prat et al. (Transp Porous Media 48(3):291–313, 2002. https://doi.org/10.1023/a:1015772525610).</p>","PeriodicalId":804,"journal":{"name":"Transport in Porous Media","volume":null,"pages":null},"PeriodicalIF":2.7,"publicationDate":"2023-12-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138631571","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-01DOI: 10.1007/s11242-023-02039-8
Sebastian Hogeweg, Julia Michelsen, Birger Hagemann, Leonhard Ganzer
The physical process in which a substance moves from a location with a higher concentration to a location with a lower concentration is known as molecular diffusion. It plays a crucial role during the mixing process between different gases in porous media. Due to the petrophysical properties of the porous medium, the diffusion process occurs slower than in bulk, and the overall process is also affected by thermodynamic conditions. The complexity of measuring gas–gas diffusion in porous media at increased pressure and temperature resulted in significant gaps in data availability for modelling this process. Therefore, correlations for ambient conditions and simplified diffusivity models have been used for modelling purposes. In this study, correlations in dependency of petrophysical and thermodynamic properties were developed based on more than 30 measurements of the molecular diffusion of the binary system hydrogen–methane in gas storage rock samples at typical subsurface conditions. It allows reproducing the laboratory observations by evaluating the bulk diffusion coefficient and the tortuosity factor with relative errors of less than 50 % with minor exceptions, leading to a strong improvement compared to existing correlations. The developed correlation was implemented in the open-source simulator DuMux and the implementation was validated by reproducing the measurement results. The validated implementation in DuMux allows to model scenarios such as Underground Hydrogen Storage (UHS) on a field-scale and, as a result, can be used to estimate the temporary loss of hydrogen into the cushion gas and the purity of withdrawn gas due to the gas–gas mixing process.
{"title":"Empirical and Numerical Modelling of Gas–Gas Diffusion for Binary Hydrogen–Methane Systems at Underground Gas Storage Conditions","authors":"Sebastian Hogeweg, Julia Michelsen, Birger Hagemann, Leonhard Ganzer","doi":"10.1007/s11242-023-02039-8","DOIUrl":"https://doi.org/10.1007/s11242-023-02039-8","url":null,"abstract":"<p>The physical process in which a substance moves from a location with a higher concentration to a location with a lower concentration is known as molecular diffusion. It plays a crucial role during the mixing process between different gases in porous media. Due to the petrophysical properties of the porous medium, the diffusion process occurs slower than in bulk, and the overall process is also affected by thermodynamic conditions. The complexity of measuring gas–gas diffusion in porous media at increased pressure and temperature resulted in significant gaps in data availability for modelling this process. Therefore, correlations for ambient conditions and simplified diffusivity models have been used for modelling purposes. In this study, correlations in dependency of petrophysical and thermodynamic properties were developed based on more than 30 measurements of the molecular diffusion of the binary system hydrogen–methane in gas storage rock samples at typical subsurface conditions. It allows reproducing the laboratory observations by evaluating the bulk diffusion coefficient and the tortuosity factor with relative errors of less than 50 % with minor exceptions, leading to a strong improvement compared to existing correlations. The developed correlation was implemented in the open-source simulator DuMu<sup>x</sup> and the implementation was validated by reproducing the measurement results. The validated implementation in DuMu<sup>x</sup> allows to model scenarios such as Underground Hydrogen Storage (UHS) on a field-scale and, as a result, can be used to estimate the temporary loss of hydrogen into the cushion gas and the purity of withdrawn gas due to the gas–gas mixing process.</p>","PeriodicalId":804,"journal":{"name":"Transport in Porous Media","volume":null,"pages":null},"PeriodicalIF":2.7,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138534617","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-11-29DOI: 10.1007/s11242-023-02037-w
Adolfo P. Pires, Wagner Q. Barros, Alvaro M. M. Peres
Water Alternated Gas (WAG) flooding is largely used as an Enhanced Oil Recovery (EOR) method in oil fields. It is based on the high sweep efficiency of the water phase and the high displacement efficiency of the gas phase. Additionally, other components may be dissolved in both displacing phases, increasing the oil recovery factor and leading to modern WAG schemes such as PWAG (Polymer WAG), MWAG (Miscible WAG), and others. In this paper, we present approximate analytical solutions for the linear immiscible Water Alternated Gas problem. The mathematical model is composed by a 2×2 system of nonlinear hyperbolic Partial Differential Equations (PDE), solved by the Method of Characteristics (MOC) for a set of reservoir properties. The analytical solution is compared with numerical simulation showing the accuracy and robustness of the method under different WAG configurations. The presented solutions can be used to select the best recovery technique for a particular field in a fast and efficient way.
{"title":"Approximate Analytical Solutions for 1-D Immiscible Water Alternated Gas","authors":"Adolfo P. Pires, Wagner Q. Barros, Alvaro M. M. Peres","doi":"10.1007/s11242-023-02037-w","DOIUrl":"https://doi.org/10.1007/s11242-023-02037-w","url":null,"abstract":"<p>Water Alternated Gas (WAG) flooding is largely used as an Enhanced Oil Recovery (EOR) method in oil fields. It is based on the high sweep efficiency of the water phase and the high displacement efficiency of the gas phase. Additionally, other components may be dissolved in both displacing phases, increasing the oil recovery factor and leading to modern WAG schemes such as PWAG (Polymer WAG), MWAG (Miscible WAG), and others. In this paper, we present approximate analytical solutions for the linear immiscible Water Alternated Gas problem. The mathematical model is composed by a 2×2 system of nonlinear hyperbolic Partial Differential Equations (PDE), solved by the Method of Characteristics (MOC) for a set of reservoir properties. The analytical solution is compared with numerical simulation showing the accuracy and robustness of the method under different WAG configurations. The presented solutions can be used to select the best recovery technique for a particular field in a fast and efficient way.</p>","PeriodicalId":804,"journal":{"name":"Transport in Porous Media","volume":null,"pages":null},"PeriodicalIF":2.7,"publicationDate":"2023-11-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138534599","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-11-29DOI: 10.1007/s11242-023-02028-x
Patrick Hassard, Ian Turner, Daniel Lester
In porous media, limitations imposed by macroscale laws can be avoided with a dual-scale model, in which the pore-scale phenomena of interest are modelled directly over a large number of realisations. Such a model requires a robust, accurate and efficient pore-scale solver. We compare the boundary element method (BEM) and two variants of the lattice Boltzmann method (LBM) as pore-scale solvers of 2D incompressible flow. The methods are run on a number of test cases and the performance of each simulation is assessed according to the mean velocity error and the computational runtime. Both the porous geometry (porosity, shape and complexity), and the Reynolds number (from Stokes to visco-inertial flow) are varied between the test cases. We find that, for Stokes flow, BEM provides the most efficient and accurate solution in simple geometries (with small boundary length) or when a large runtime is practical. In all other situations we consider, one of the variants of LBM performs best. We furthermore demonstrate that these findings also apply in a dual-scale model of Stokes flow through a locally-periodic medium.
{"title":"Comparison of Lattice Boltzmann and Boundary Element Methods for Stokes and Visco-Inertial Flow in a Two-Dimensional Porous Medium","authors":"Patrick Hassard, Ian Turner, Daniel Lester","doi":"10.1007/s11242-023-02028-x","DOIUrl":"10.1007/s11242-023-02028-x","url":null,"abstract":"<div><p>In porous media, limitations imposed by macroscale laws can be avoided with a dual-scale model, in which the pore-scale phenomena of interest are modelled directly over a large number of realisations. Such a model requires a robust, accurate and efficient pore-scale solver. We compare the boundary element method (BEM) and two variants of the lattice Boltzmann method (LBM) as pore-scale solvers of 2D incompressible flow. The methods are run on a number of test cases and the performance of each simulation is assessed according to the mean velocity error and the computational runtime. Both the porous geometry (porosity, shape and complexity), and the Reynolds number (from Stokes to visco-inertial flow) are varied between the test cases. We find that, for Stokes flow, BEM provides the most efficient and accurate solution in simple geometries (with small boundary length) or when a large runtime is practical. In all other situations we consider, one of the variants of LBM performs best. We furthermore demonstrate that these findings also apply in a dual-scale model of Stokes flow through a locally-periodic medium.</p></div>","PeriodicalId":804,"journal":{"name":"Transport in Porous Media","volume":null,"pages":null},"PeriodicalIF":2.7,"publicationDate":"2023-11-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s11242-023-02028-x.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138502230","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-11-28DOI: 10.1007/s11242-023-02038-9
Franca Franchi, Roberta Nibbi, Brian Straughan
Abstract
We analyse a theory for thermal convection in a Darcy porous material where the skeletal structure is one with macropores, but also cracks or fissures, giving rise to a series of micropores. This is thus thermal convection in a bidisperse, or double porosity, porous body. The theory allows for non-equilibrium thermal conditions in that the temperature of the solid skeleton is allowed to be different from that of the fluid in the macro- or micropores. The model does, however, allow for independent velocities and pressures of the fluid in the macro- and micropores. The threshold for linear instability is shown to be the same as that for global nonlinear stability. This is a key result because it shows that one may employ linearized theory to ensure that the key physics of the thermal convection problem has been captured. It is important to realize that this has not been shown for other theories of bidisperse media where the temperatures in the macro- and micropores may be different. An analytical expression is obtained for the critical Rayleigh number and numerical results are presented employing realistic parameters for the physical values which arise.