Page 64 - Principles of Applied Reservoir Simulation 2E
P. 64

Part I: Reservoir Engineering Primer  49


                                3
                                f  = 0, x f  < x  < L                 (62)
                             ox


       Equations (6.1) and (6.2) apply to those parts of the medium containing water
       and oil respectively. They  assume that the fluids are incompressible, and that
       the oil-water interface is a piston-like displacement in the ^-direction. The piston-
        like displacement assumption implies a discontinuous change from mobile oil
       to mobile water at the displacement front. This concept differs from the Buckley-
       Leverett analysis presented in Chapter 5. Buckley-Leverett theory with Welge's
       method shows the existence of a transition zone as saturations grade from mobile
       oil to mobile water. The saturation profile at the interface between the immiscible
       phases depends on the fractional flow characteristics of the system. The present
       method has less structure in the saturation profile, but is more readily suited for
       analyzing the stability of the displacement  front.
             Boundary conditions at the displacement front are given by continuity of
       phase pressure
                                       x
                              P 0  =  P w  at = x f ( t )            (6.3)

       and continuity of phase velocity

                                                                      (64)


       where  A.J  is the  mobility  of phase  0. Equation (6.3)  is valid when we  neglect
       capillary pressure,  and the effect  of gravity has been excluded  from  Eq. (6.4).
       The exclusion of gravity corresponds physically to flow in a horizontal medium.
       Boundary conditions at the edges of the porous medium are
                               P w=P latx=0                          (6.5)
       and
                                  =   at*=  L                        (6.6)
                               P 0  P 2
             Equations (6.1) through (6.6) may be solved analytically. We begin by
       integrating Eqs. (6.1) and (6.2) to find the general  solutions
                               P w  = A wx+B w                       (6.7)
       and
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