Effects of Slip Length and Inertia on the Permeability of Fracture with Slippery Boundary Condition

Int J Environ Res Public Health. 2020 May 28;17(11):3817. doi: 10.3390/ijerph17113817.

Abstract

Although the slippery boundary condition (BC) has been validated to enhance fracture permeability (k), the coupling effects of heterogeneous slippery BC and inertia on k remain less understood. We used computational fluid dynamics to investigate the competing roles of slippery BC and inertial forces in controlling k evolution with increasing pressure gradient by designing six cases with different slip length scenarios for a two-dimensional natural fracture. Our results suggest that pronounced inertial effects were directly related to and demonstrated by the growth of recirculation zone (RZ); this caused flow regimes transitioning from Darcy to non-Darcy and significantly reduced k, with an identical tailing slope for six cases, regardless of the variability in slip lengths. Moreover, the slippery BC dominantly determine the magnitude of k with orders depending on the slip length. Lastly, our study reveals that the specific k evolution path for the case with a varying slip length was significantly different from other cases with a homogeneous one, thus encouraging more efforts in determining the slip length for natural fractures via experiments.

Keywords: fracture; inertial force; nonlinear flow; permeability; slip length.

Publication types

  • Research Support, Non-U.S. Gov't

MeSH terms

  • Hydrodynamics*
  • Permeability
  • Pressure