Implicit hydromechanical representation of fractures using a continuum approach

被引:0
|
作者
Vaezi, Iman [1 ,2 ,3 ,7 ]
Parisio, Francesco [1 ,2 ,3 ]
Yoshioka, Keita [4 ]
Alcolea, Andres [5 ]
Meier, Peter [5 ]
Carrera, Jesus [2 ,3 ]
Olivella, Sebastia [6 ]
Vilarrasa, Victor [1 ]
机构
[1] CSIC UIB, Global Change Res Grp GCRG, IMEDEA, Esporles, Spain
[2] CSIC, Inst Environm Assessment & Water Res IDAEA, Barcelona, Spain
[3] Hydrogeol Grp UPC CSIC, Associated Unit, Barcelona, Spain
[4] Univ Leoben, Dept Geoenergy, Leoben, Austria
[5] Geoenergie Suisse AG, Zurich, Switzerland
[6] Tech Univ Catalonia UPC BarcelonaTech, Dept Civil & Environm Engn, Barcelona, Spain
[7] Uppsala Univ, Dept Earth Sci, Uppsala, Sweden
基金
欧洲研究理事会;
关键词
Equivalent fracture layer; Fracture implicit representation; Embedded model; Fracture variable permeability; Hydraulic stimulation of fractures; PERMEABILITY TENSOR; FLUID-FLOW; ROCK; NETWORKS; MODEL; TRANSPORT; RESERVOIR; DISCRETIZATION; METHODOLOGY; SITE;
D O I
10.1016/j.ijrmms.2024.105916
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Fractures control fluid flow, solute transport, and mechanical deformation in crystalline media. They can be modeled numerically either explicitly or implicitly via an equivalent continuum. The implicit framework implies lower computational cost and complexity. However, upscaling heterogeneous fracture properties for its implicit representation as an equivalent fracture layer remains an open question. In this study, we propose an approach, the Equivalent Fracture Layer (EFL), for the implicit representation of fractures surrounded by low-permeability rock matrix to accurately simulate hydromechanical coupled processes. The approach assimilates fractures as equivalent continua with a manageable scale (>> 1 mu m) that facilitates spatial discretization, even for large-scale models including multiple fractures. Simulation results demonstrate that a relatively thick equivalent continuum layer (in the order of cm) can represent a fracture (with aperture in the order of mu m) and accurately reproduce the hydromechanical behavior (i.e., fluid flow and deformation/stress behavior). There is an upper bound restriction due to the Young's modulus because the equivalent fracture layer should have a lower Young's modulus than that of the surrounding matrix. To validate the approach, we model a hydraulic stimulation carried out at the Bedretto Underground Laboratory for Geosciences and Geoenergies in Switzerland by comparing numerical results against measured data. The method further improves the ability and simplicity of continuum methods to represent fractures in fractured media.
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页数:11
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