TOUGH-RBSN simulator for hydraulic fracture propagation within fractured media: Model validations against laboratory experiments

被引:25
作者
Kim, Kunhwi [1 ]
Rutqvist, Jonny [1 ]
Nakagawa, Seiji [1 ]
Birkholzer, Jens [1 ]
机构
[1] Lawrence Berkeley Natl Lab, Earth & Environm Sci Area, 1 Cyclotron Rd, Berkeley, CA 94720 USA
关键词
Coupled hydro-mechanical modeling; TOUGH2; Rigid-body-spring networks; Discrete fracture network approach; Hydraulic fracture propagation; FLUID-FLOW; EXCAVATION; INJECTION; NETWORKS; CAPROCK; ZONE;
D O I
10.1016/j.cageo.2017.05.011
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents coupled hydro-mechanical modeling of hydraulic fracturing processes in complex fractured media using a discrete fracture network (DFN) approach. The individual physical processes in the fracture propagation are represented by separate program modules: the TOUGH2 code for multiphase flow and mass transport based on the finite volume approach; and the rigid-body-spring network (RBSN) model for mechanical and fracture-damage behavior, which are coupled with each other. Fractures are modeled as discrete features, of which the hydrological properties are evaluated from the fracture deformation and aperture change. The verification of the TOUGH RBSN code is performed against a 2D analytical model for single hydraulic fracture propagation. Subsequently, modeling capabilities for hydraulic fracturing are demonstrated through simulations of laboratory experiments conducted on rock-analogue (soda-lime glass) samples containing a designed network of pre-existing fractures. Sensitivity analyses are also conducted by changing the modeling parameters, such as viscosity of injected fluid, strength of pre-existing fractures, and confining stress conditions. The hydraulic fracturing characteristics attributed to the modeling parameters are investigated through comparisons of the simulation results.
引用
收藏
页码:72 / 85
页数:14
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