Buckley–Leverett equation

Conservation law for two-phase flow in porous media

In fluid dynamics, the Buckley–Leverett equation is a conservation equation used to model two-phase flow in porous media.[1] The Buckley–Leverett equation or the Buckley–Leverett displacement describes an immiscible displacement process, such as the displacement of oil by water, in a one-dimensional or quasi-one-dimensional reservoir. This equation can be derived from the mass conservation equations of two-phase flow, under the assumptions listed below.

Equation

In a quasi-1D domain, the Buckley–Leverett equation is given by:

S w t + x ( Q ϕ A f w ( S w ) ) = 0 , {\displaystyle {\frac {\partial S_{w}}{\partial t}}+{\frac {\partial }{\partial x}}\left({\frac {Q}{\phi A}}f_{w}(S_{w})\right)=0,}

where S w ( x , t ) {\displaystyle S_{w}(x,t)} is the wetting-phase (water) saturation, Q {\displaystyle Q} is the total flow rate, ϕ {\displaystyle \phi } is the rock porosity, A {\displaystyle A} is the area of the cross-section in the sample volume, and f w ( S w ) {\displaystyle f_{w}(S_{w})} is the fractional flow function of the wetting phase. Typically, f w ( S w ) {\displaystyle f_{w}(S_{w})} is an S-shaped, nonlinear function of the saturation S w {\displaystyle S_{w}} , which characterizes the relative mobilities of the two phases:

f w ( S w ) = λ w λ w + λ n = k r w μ w k r w μ w + k r n μ n , {\displaystyle f_{w}(S_{w})={\frac {\lambda _{w}}{\lambda _{w}+\lambda _{n}}}={\frac {\frac {k_{rw}}{\mu _{w}}}{{\frac {k_{rw}}{\mu _{w}}}+{\frac {k_{rn}}{\mu _{n}}}}},}

where λ w {\displaystyle \lambda _{w}} and λ n {\displaystyle \lambda _{n}} denote the wetting and non-wetting phase mobilities. k r w ( S w ) {\displaystyle k_{rw}(S_{w})} and k r n ( S w ) {\displaystyle k_{rn}(S_{w})} denote the relative permeability functions of each phase and μ w {\displaystyle \mu _{w}} and μ n {\displaystyle \mu _{n}} represent the phase viscosities.

Assumptions

The Buckley–Leverett equation is derived based on the following assumptions:

  • Flow is linear and horizontal
  • Both wetting and non-wetting phases are incompressible
  • Immiscible phases
  • Negligible capillary pressure effects (this implies that the pressures of the two phases are equal)
  • Negligible gravitational forces

General solution

The characteristic velocity of the Buckley–Leverett equation is given by:

U ( S w ) = Q ϕ A d f w d S w . {\displaystyle U(S_{w})={\frac {Q}{\phi A}}{\frac {\mathrm {d} f_{w}}{\mathrm {d} S_{w}}}.}

The hyperbolic nature of the equation implies that the solution of the Buckley–Leverett equation has the form S w ( x , t ) = S w ( x U t ) {\displaystyle S_{w}(x,t)=S_{w}(x-Ut)} , where U {\displaystyle U} is the characteristic velocity given above. The non-convexity of the fractional flow function f w ( S w ) {\displaystyle f_{w}(S_{w})} also gives rise to the well known Buckley-Leverett profile, which consists of a shock wave immediately followed by a rarefaction wave.

See also

  • Capillary pressure
  • Permeability (fluid)
  • Relative permeability
  • Darcy's law

References

  1. ^ S.E. Buckley and M.C. Leverett (1942). "Mechanism of fluid displacements in sands". Transactions of the AIME. 146 (146): 107–116. doi:10.2118/942107-G.

External links

  • Buckley-Leverett Equation and Uses in Porous Media


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