{"title":"裂缝性多孔介质变密度流动的矩阵等效离散裂缝网络模型","authors":"Anis Younes","doi":"10.1016/j.advwatres.2025.105037","DOIUrl":null,"url":null,"abstract":"<div><div>Modeling variable density flow (VDF) in fractured reservoirs is a challenging task because of (<em>i</em>) the high contrast of permeability between the fractures and the matrix, (<em>ii</em>) the complexity of the fracture network and (<em>iii</em>) the nonlinearities induced by density variation. The dual-porosity model (DPM) and the discrete fracture-matrix (DFM) model are among the most used models for the simulation of flow in fractured reservoirs. The DPM is efficient as it uses an implicit representation of the fractures but is not sufficiently accurate since it cannot account for the effect of individual fractures. The DFM model uses an explicit representation of the fractures but suffers from lack of efficiency induced by the poor quality of meshes in the case of complex fracture networks.</div><div>In this study, a new efficient model named matrix-equivalent discrete fracture network (MEDFN) model is developed for VDF in fractured porous media. The main idea of the VDF-MEDFN model is to use an explicit representation of the high-conductive fractures and to replace the low-permeable matrix by an equivalent rectangular fracture network. The flow and the transport equations are then solved on the global fracture network formed by the combination of the initial high-conductive fracture network and the fictitious rectangular low-permeable fracture network representing the matrix.</div><div>The VDF-MEDFN model is developed in this work leveraging the method of lines (MOL) with the upwind finite volume method for the spatial discretization and high-order methods for the time integration. Performed numerical experiments show the validity of the new model and highlight its high performances against the VDF-DFM model, based on DFM and the mixed finite element method.</div></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"203 ","pages":"Article 105037"},"PeriodicalIF":4.2000,"publicationDate":"2025-06-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A new Matrix Equivalent Discrete Fracture Network model for variable density flow in fractured porous media\",\"authors\":\"Anis Younes\",\"doi\":\"10.1016/j.advwatres.2025.105037\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Modeling variable density flow (VDF) in fractured reservoirs is a challenging task because of (<em>i</em>) the high contrast of permeability between the fractures and the matrix, (<em>ii</em>) the complexity of the fracture network and (<em>iii</em>) the nonlinearities induced by density variation. The dual-porosity model (DPM) and the discrete fracture-matrix (DFM) model are among the most used models for the simulation of flow in fractured reservoirs. The DPM is efficient as it uses an implicit representation of the fractures but is not sufficiently accurate since it cannot account for the effect of individual fractures. The DFM model uses an explicit representation of the fractures but suffers from lack of efficiency induced by the poor quality of meshes in the case of complex fracture networks.</div><div>In this study, a new efficient model named matrix-equivalent discrete fracture network (MEDFN) model is developed for VDF in fractured porous media. The main idea of the VDF-MEDFN model is to use an explicit representation of the high-conductive fractures and to replace the low-permeable matrix by an equivalent rectangular fracture network. The flow and the transport equations are then solved on the global fracture network formed by the combination of the initial high-conductive fracture network and the fictitious rectangular low-permeable fracture network representing the matrix.</div><div>The VDF-MEDFN model is developed in this work leveraging the method of lines (MOL) with the upwind finite volume method for the spatial discretization and high-order methods for the time integration. Performed numerical experiments show the validity of the new model and highlight its high performances against the VDF-DFM model, based on DFM and the mixed finite element method.</div></div>\",\"PeriodicalId\":7614,\"journal\":{\"name\":\"Advances in Water Resources\",\"volume\":\"203 \",\"pages\":\"Article 105037\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-06-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Advances in Water Resources\",\"FirstCategoryId\":\"93\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0309170825001514\",\"RegionNum\":2,\"RegionCategory\":\"环境科学与生态学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"WATER RESOURCES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Advances in Water Resources","FirstCategoryId":"93","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0309170825001514","RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"WATER RESOURCES","Score":null,"Total":0}
A new Matrix Equivalent Discrete Fracture Network model for variable density flow in fractured porous media
Modeling variable density flow (VDF) in fractured reservoirs is a challenging task because of (i) the high contrast of permeability between the fractures and the matrix, (ii) the complexity of the fracture network and (iii) the nonlinearities induced by density variation. The dual-porosity model (DPM) and the discrete fracture-matrix (DFM) model are among the most used models for the simulation of flow in fractured reservoirs. The DPM is efficient as it uses an implicit representation of the fractures but is not sufficiently accurate since it cannot account for the effect of individual fractures. The DFM model uses an explicit representation of the fractures but suffers from lack of efficiency induced by the poor quality of meshes in the case of complex fracture networks.
In this study, a new efficient model named matrix-equivalent discrete fracture network (MEDFN) model is developed for VDF in fractured porous media. The main idea of the VDF-MEDFN model is to use an explicit representation of the high-conductive fractures and to replace the low-permeable matrix by an equivalent rectangular fracture network. The flow and the transport equations are then solved on the global fracture network formed by the combination of the initial high-conductive fracture network and the fictitious rectangular low-permeable fracture network representing the matrix.
The VDF-MEDFN model is developed in this work leveraging the method of lines (MOL) with the upwind finite volume method for the spatial discretization and high-order methods for the time integration. Performed numerical experiments show the validity of the new model and highlight its high performances against the VDF-DFM model, based on DFM and the mixed finite element method.
期刊介绍:
Advances in Water Resources provides a forum for the presentation of fundamental scientific advances in the understanding of water resources systems. The scope of Advances in Water Resources includes any combination of theoretical, computational, and experimental approaches used to advance fundamental understanding of surface or subsurface water resources systems or the interaction of these systems with the atmosphere, geosphere, biosphere, and human societies. Manuscripts involving case studies that do not attempt to reach broader conclusions, research on engineering design, applied hydraulics, or water quality and treatment, as well as applications of existing knowledge that do not advance fundamental understanding of hydrological processes, are not appropriate for Advances in Water Resources.
Examples of appropriate topical areas that will be considered include the following:
• Surface and subsurface hydrology
• Hydrometeorology
• Environmental fluid dynamics
• Ecohydrology and ecohydrodynamics
• Multiphase transport phenomena in porous media
• Fluid flow and species transport and reaction processes