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

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  • Benhua Liu

    (School of Water Conservancy and Environment, University of Jinan, Jinan 250022, China
    Engineering Technology Institute for Groundwater Numerical Simulation and Contamination Control, Jinan 250022, China)

  • Hao Zhan

    (School of Water Conservancy and Environment, University of Jinan, Jinan 250022, China
    Engineering Technology Institute for Groundwater Numerical Simulation and Contamination Control, Jinan 250022, China)

  • Yiran Liu

    (School of Water Resources and Environment, China University of Geosciences (Beijing), Beijing 100083, China)

  • Huan Qi

    (801 Institute of Hydrogeology and Engineering Geology, Shandong Provincial Bureau of Geology & Mineral Resources, Jinan 250014, China)

  • Linxian Huang

    (School of Water Conservancy and Environment, University of Jinan, Jinan 250022, China
    Engineering Technology Institute for Groundwater Numerical Simulation and Contamination Control, Jinan 250022, China)

  • Zhengrun Wei

    (Shandong Institute of Geological Survey, Jinan 250013, China)

  • Zhizheng Liu

    (Shandong Institute of Geological Survey, Jinan 250013, China)

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.

Suggested Citation

  • Benhua Liu & Hao Zhan & Yiran Liu & Huan Qi & Linxian Huang & Zhengrun Wei & Zhizheng Liu, 2020. "Effects of Slip Length and Inertia on the Permeability of Fracture with Slippery Boundary Condition," IJERPH, MDPI, vol. 17(11), pages 1-9, May.
  • Handle: RePEc:gam:jijerp:v:17:y:2020:i:11:p:3817-:d:363949
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    1. Linxian Huang & Lichun Wang & Jingli Shao & Xingwei Liu & Qichen Hao & Liting Xing & Lizhi Zheng & Yong Xiao, 2018. "Parallel Processing Transport Model MT3DMS by Using OpenMP," IJERPH, MDPI, vol. 15(6), pages 1-16, May.
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