Abstract

The aim of the research is to study the propagation of a hydraulic fracture with tortuosity due to contact areas between touching asperities on opposite crack walls. The tortuous fracture is replaced by a model symmetric partially open fracture with a hyperbolic crack law and a modified Reynolds flow law. The normal stress at the crack walls is assumed to be proportional to the half-width of the model fracture. The Lie point symmetry of the nonlinear diffusion equation for the fracture half-width is derived and the general form of the group invariant solution is obtained. It was found that the fluid flux at the fracture entry cannot be prescribed arbitrarily, because it is determined by the group invariant solution and that the exponent n in the modified Reynolds flow power law must lie in the range 2 n δ ≪ 1 to avoid singularities, to the fracture entry. The numerical results showed that the tortuosity and the pressure due to the contact regions both have the effect of increasing the fracture length. The spatial gradient of the half-width was found to be singular at the fracture tip for 3 n n = 3 and to be zero for 2 n n n < 3. The effect of the touching asperities is to decrease the width averaged fluid velocity. An approximate analytical solution for the half-width, which was found to agree well with the numerical solution, is derived by making the approximation that the width averaged fluid velocity increases linearly with distance along the fracture.

Highlights

  • In hydraulic fracturing, fluid is pumped at high pressure into a crack in a rock mass in order to open the crack

  • It was found that the fluid flux at the fracture entry cannot be prescribed arbitrarily, because it is determined by the group invariant solution and that the exponent n in the modified Reynolds flow power law must lie in the range 2 < n < 5

  • The spatial gradient of the half-width was found to be singular at the fracture tip for 3 < n < 5, to be finite for the Reynolds flow law n = 3 and to be zero for 2 < n < 3

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Summary

Introduction

Fluid is pumped at high pressure into a crack in a rock mass in order to open the crack. Anthonyrajah, Mason and Fareo [12] compared laminar and turbulent fluid driven fractures using the wall shear stress model of Emerman, Turcotte and Spence [6] for the fluid and the PKN approximation instead of the Cautchy principal value integral model to relate the fluid pressure to the crack shape. The effects of tortuosity on hydraulic fracturing due to asperities or surface roughness at the fluid rock interface and contact regions caused by touching asperities will be investigated in this paper. With a modified crack law, which models the effect of the contact regions on the stress at the fluid-rock interface [2].

Model formulation
Review of the Flow Model
Hyperbolic Crack Law
The PKN Approximation
Model Closure
Boundary and Initial Conditions
Dimensionless Governing Equations
Group Invariant Solution
Asymptotic Solution
Numerical Solution
Width Averaged Fluid Velocity
Findings
Conclusions
Full Text
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