Coupled Hydromechanical Modeling of Rock Mass Response to Hydraulic Fracturing: Outcomes Related to the Enhancement of Fracture Permeability

Canadian Institute of Mining, Metallurgy and Petroleum
G. Preisig A. Hosseinian M. Bustin
Organization:
Canadian Institute of Mining, Metallurgy and Petroleum
Pages:
11
File Size:
3045 KB
Publication Date:
Jan 1, 2015

Abstract

Hydraulic fracturing and hydraulic shearing techniques are essential for the development of unconventional oil & gas and geothermal resources. Such techniques will also play a key role in the development of CO2 sequestration, and management of high stresses encountered with deep mining. However, the optimal design of hydraulic injections is often limited by continuum treatments of the rock mass without consideration of the influence of the natural fractures present. These may interact with the hydraulic fracture to promote offsets or arrest, or may cause the natural fractures to undergo shear and dilation. Given the limited access to the rock afforded by deep boreholes common to oil & gas and geothermal projects, advanced numerical modeling is critical for understanding key mechanisms and interactions. In this work, we first present a coupled hydromechanical distinct-element model focusing on the propagation of a hydraulic fracture. Normal and shear displacements arising from the generated hydraulic fractures are subsequently integrated into a fracture flow model for detailed analysis of specific flow behaviour and fracture permeability. For this, a scanned 3-D profile of a natural fracture is used to correlate surface roughness to dilation as a function of shearing. Fracture flow is computed at different time steps corresponding to different fracture propagation states and geometries. Modeling results indicate that the opening of a tensile hydraulic fracture is accompanied by millimetre-scale shear displacements associated with slip and wedging between adjacent blocks. This may leads to a mismatch between the upper and lower walls of the fracture if asperities are irregular and strong enough. However, fluid-induced tensile fractures have low Joint Roughness Coefficients (JRC), and associated millimetre-scale shear displacements are too small to ensure a significant offset of asperities that prevent a fully-elastic closure when the hydraulic fracture is depressurized. Injection of proppant is thus critical to keeping hydraulic fracture apertures open. Future work is planned that will see the models calibrated against field data including microseismic event locations, magnitudes and source mechanisms, tiltmeter deformations, stress change, and pore pressures.
Citation

APA: G. Preisig A. Hosseinian M. Bustin  (2015)  Coupled Hydromechanical Modeling of Rock Mass Response to Hydraulic Fracturing: Outcomes Related to the Enhancement of Fracture Permeability

MLA: G. Preisig A. Hosseinian M. Bustin Coupled Hydromechanical Modeling of Rock Mass Response to Hydraulic Fracturing: Outcomes Related to the Enhancement of Fracture Permeability. Canadian Institute of Mining, Metallurgy and Petroleum, 2015.

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