A Model for the Conductivity and Compliance of Unpropped Fractures
- Weiwei Wu (The University of Texas at Austin) | Mukul M. Sharma (The University of Texas at Austin)
- Document ID
- Society of Petroleum Engineers
- SPE Hydraulic Fracturing Technology Conference and Exhibition, 24–26 January, The Woodlands, Texas, USA
- Publication Date
- Document Type
- Conference Paper
- 2017. Society of Petroleum Engineers
- 3 Production and Well Operations, 3 Production and Well Operations
- fracture closure, Fracture Stiffness, rock mechanical properties, roughness, fracture conductivity
- 1 in the last 30 days
- 507 since 2007
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Fluid flow in unpropped and natural fractures is critical in many geophysical processes and engineering applications. The flow conductivity in these fractures depends on their closure under stress, which is a complicated mechanical process that is chanllenging to model. The chanllenges come from the deformation interaction and the close coupling among the fracture geometry, pressure and deformation, making the closure computationally expensive to describe. Hence, most of the previous models either use a small grid system or disregard deformation interaction or plastic deformation.
In this study, a numerical model is developed to simulate the stress-driven closure and the conductivity for fractures with rough surfaces. The model integrates elastoplastic deformation and deformation interaction, and can handle contact between heterogeneous surfaces. Computation is optimized and accelterated by employing an algorithm that combines the conjugate-gradient method and the fast Fourier transfrom technique. Computation time is significantly reduced compared to traditional methods. For example a 5 orders of magnitude speedup is obtained for a grid size of 512 by 512. The model is validated against analytical problems and experiments, for both elastic-only and elastoplastic scenarios.
It is shown that interaction between asperities and plastic deformation can not be ignored when modeling fracture closure. By applying our model, roughness and yield stress are found to have a larger impact on fracture closure and compliance than Young's modulus. Plastic deformation is a dominant contributor to closure and can make up more than 70% of the total closure in some shales. The plastic deformation also significantly alters the relationship between fracture stiffness and conductivity. Surfaces with reduced correlation length produce greater conductivity due to their larger apertures, despite more fracture closure. They have a similar fraction of area in contact as surfaces with longer fracture length, but the pattern of area in contact is more scattered. Contact between heterogeneous surfaces leads to increased plastic deformation and fracture closure, and results in lower fracture conductivity. Fracture compliance appears not be sensitive to the distribution pattern of hard and soft components. Our model compares well with experimental data for fracture closure, and can be applied to unpropped or natural fractures.
|File Size||3 MB||Number of Pages||29|
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