کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6410709 1332885 2015 19 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Finite element generation of arbitrary 3-D fracture networks for flow analysis in complicated discrete fracture networks
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات فرآیندهای سطح زمین
پیش نمایش صفحه اول مقاله
Finite element generation of arbitrary 3-D fracture networks for flow analysis in complicated discrete fracture networks
چکیده انگلیسی


- Finite element generation of fracture networks is very difficult when the DFN is complicated.
- An algorithm is proposed to ensure the consistency of the intersections between fractures.
- An approach is then proposed to ensure the consistency of the meshes at the common edges.
- Several techniques relating to tolerance control and improving code robustness are discussed.

SummaryFinite element generation of complicated fracture networks is the core issue and source of technical difficulty in three-dimensional (3-D) discrete fracture network (DFN) flow models. Due to the randomness and uncertainty in the configuration of a DFN, the intersection lines (traces) are arbitrarily distributed in each face (fracture and other surfaces). Hence, subdivision of the fractures is an issue relating to subdivision of two-dimensional (2-D) domains with arbitrarily-distributed constraints. When the DFN configuration is very complicated, the well-known approaches (e.g. Voronoi Delaunay-based methods and advancing-front techniques) cannot operate properly. This paper proposes an algorithm to implement end-to-end connection between traces to subdivide 2-D domains into closed loops. The compositions of the vertices in the common edges between adjacent loops (which may belong to a single fracture or two connected fractures) are thus ensured to be topologically identical. The paper then proposes an approach for triangulating arbitrary loops which does not add any nodes to ensure consistency of the meshes at the common edges. In addition, several techniques relating to tolerance control and improving code robustness are discussed. Finally, the equivalent permeability of the rock mass is calculated for some very complicated DFNs (the DFN may contain 1272 fractures, 633 connected fractures, and 16,270 closed loops). The results are compared with other approaches to demonstrate the veracity and efficiency of the approach proposed in this paper.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Hydrology - Volume 529, Part 3, October 2015, Pages 890-908
نویسندگان
,