Abstract
Modeling fluid flow in three-dimensional fracture networks is required in a wide variety of applications related to fractured rocks. Numerical approaches developed for this purpose rely on either simplified representations of the physics of the considered problem using mesh-free methods at the fracture scale or complex meshing of the studied systems resulting in considerable computational costs. Here, we derive an alternative approach that does not rely on a full meshing of the fracture network yet maintains an accurate representation of the modeled physical processes. This is done by considering simplified fracture networks in which the fractures are represented as rectangles that are divided into rectangular subfractures such that the fracture intersections are defined on the borders of these subfractures. Two-dimensional analytical solutions for the Darcy-scale flow problem are utilized at the subfracture scale and coupled at the fracture-network scale through discretization nodes located on the subfracture borders. We investigate the impact of parameters related to the location and number of the discretization nodes on the results obtained, and we compare our results with those calculated using reference solutions, which are an analytical solution for simple configurations and a standard finite-element modeling approach for complex configurations. This work represents a first step towards the development of 3D hybrid analytical and numerical approaches where the impact of the surrounding matrix will be eventually considered.
Highlights
Modeling fluid flow in the subsurface is required for numerous research fields and applications (e.g., [1,2,3,4,5])
We present the first attempt to develop threedimensional hybrid analytical and numerical approaches for modeling fluid flow in fractured rocks
The results obtained in this study are satisfactory when defining the subfractures of the systems as pieces of the fracture borders, additional developments and mathematical analysis are required for improving the stability of the developed solution
Summary
Modeling fluid flow in the subsurface is required for numerous research fields and applications (e.g., [1,2,3,4,5]) This critical task is especially challenging in fractured rocks, as a large amount of work has shown that standard continuum representations cannot be used for most of the fractured porous domains encountered in the natural environment (e.g., [6], and references therein). This has led to the development of alternative subsurface representations where the interconnected fractures are represented individually as one- or two-dimensional discrete elements in two- and threedimensional domains (e.g., [7,8,9]). Fluid flow is assumed to only occur in Geofluids the interconnected fracture network, with the underlying assumption being that the surrounding matrix is impervious (e.g., [24,25,26,27])
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