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Basic Equation of Seepage Flow

In: Analytical and Numerical Methods for Nonlinear Fluid Flow Problems in Porous Media

Author

Listed:
  • Wenchao Liu

    (University of Science and Technology Beijing, School of Civil and Resource Engineering)

  • Jun Yao

    (China University of Petroleum (East China), School of Petroleum Engineering)

  • Weiyao Zhu

    (University of Science and Technology Beijing, School of Civil and Resource Engineering)

Abstract

According to the classical Darcy law, the relationship between the seepage flow velocity and the pressure gradient of horizontal flow is linear. If the axis z is vertically upward and the direction of seepage flow velocity is opposite to the axis z, the expression of Darcy’s equation of motion is as follows.

Suggested Citation

  • Wenchao Liu & Jun Yao & Weiyao Zhu, 2024. "Basic Equation of Seepage Flow," Springer Books, in: Analytical and Numerical Methods for Nonlinear Fluid Flow Problems in Porous Media, chapter 0, pages 7-21, Springer.
    • Handle: RePEc:spr:sprchp:978-981-97-1635-7_2
    DOI: 10.1007/978-981-97-1635-7_2
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