Page 110 - Percolation Models for Transport in Porous Media With
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5.2  VISCOSITIES AND INTERFACIAL TENSION                             103


                                    K(S)
                                   ICID   •••-
                                  ...
                                  ...

                                  ...
                                  .
                                   ,.

                                  ... ..,l:-::&~.':'l: ... ~.J?to.~':'i.
                                       S.  S.  Slr,l
         Figure 36:  Unsteady phase permeabilities of phases 1 (curve  1)  and  2 (2)for the
         model distribution function  f(r) = A/r 2  near the displacement front {logM = 0;
         logC = -1.1)



              use formulas {5.19), {5.20), and for the calculation of k2{S), relations {5.20),
              {5.21).

            2.  0 < S < S(r.), S(rk) < S < 1.  In these zones either steady state flow before
              the front without forming of the trapped phase is observed, or the relaxation
              displacement of the trapped phase at the front has already finished, and the
              fluid flow  becomes equilibrium again.  Here the relations from  §2.1  are valid
              for the calculation of k1{S) and k2{S).
            The presented calculated curves agree qualitatively with the results of experi-
         mental investigations (29]  which demonstrate the main tendencies in deviation of
         the dynamic curves of the phase permeabilities from  steady state.
            Thus obtained non-steady state phase permeabilities may be used for  the cal-
         culation  of the  fluid  flow  based  on  Buckley-Leverett  or  Rappoport-Leas  equa-
         tions  (14].  The capillary  number  actually determines  residual  saturation of the
         medium with fluid  2 and affects the rate at which saturations reach their limiting
         values.
            It is interesting to consider the region of small values of C when relaxation in
         the traps formed  is  slow.  As  it  is  known  from  laboratory experiments  (27,  28],
         in  this  case  the  flow  velocity  through  the  trunk  and  branches  of a  tree  differ
         substantially.  We shall introduce a coefficient which accounts for  this anisotropy,
         a = Vc/Vi.,  where Vc  is  the  rate of growth  of the  trunk,  and  Vi.  is  the  average
         rate of growth of branches.  This coefficient may be different for different r-chains
         and may also depend on the pressure difference in the specimen.  For qualitative
         analysis,  we  can set  the form  of the relation a(r) to be linear,  and  consider the
         slope of the line proportional to the applied pressure difference, as in  [27].
            By analogy with (5.15), introduce the time of restraint tb  of the traps formed
         by branches of r-chains, tb = R(r)/Vb(r).  Under the assumption of 1£1  « 1£2  and
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