Page 72 - Percolation Models for Transport in Porous Media With
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64                            CHAPTER 4.  MULTIPHASE FLUID FLOW

         MPa, g 0  = 10 3 ,  P,p = 1/3; r0/a* = 0.2 ·10 2 •  Calculations were performed for three
         values of pressure p = u 0 :  the curves 1 - 3 correspond to the values 1, 7,  and 10 2
         MPa, respectively.  It can be seen from fig.18 that the dependence k2(S1)  is more
         sensitive to the pressure changes than is kt(St).
            In this model, the phase permeabilities are completely determined by the prob-
         ability density function for conducting capillaries with respect to values of intrin-
         sic conductivities (the effective radius) and the value of the percolation threshold
         which  characterizes the  structure of the  medium  (the  network  type).  Unfortu-
         nately today we do not  possess reliable experimental data regarding the form  of
         the function  f(r), and therefore it is impossible to calculate the phase permeabil-
         ities and compare the experimental and the theoretical dependencies numerically.
         However  the results  of the  calculations  made for  the  model  probability density
         function demonstrate qualitative agreement of the experimental and the theoreti-
         cal dependencies of the phase permeabilities.  It should be pointed out that within
         the considered percolation model, dynamic effects  [22)  are all  but not taken into
         account.  At  the same time,  these effects  can cause notable deviation of the flow
         from  the quasi-stationary regime when the flow  rate is large enough.  In this case
         an important part can be played by the nature of the pressure distribution in the
         medium  at the micro-level,  a  property which  depends on  the flow  rate.  Special
         research on this topic will  be carried out further.
            In conclusion, we want to note that the developed approach demonstrates the
         presence of the "endpoint effect"  very  clearly.  This effect  expresses itself in the
         trapping of the displacing phase near the surface of the rock until the saturation
         of the  medium  by  the  displaced  fluid  reaches  a  value  close  to the limiting one,
         St o ,.., ec·  Therefore the rock is  impermeable for  the second fluid  practically up
         to  the values  of S1  !:::::!  0.2 + 0.4,  and  only  after  the saturation drops  below  the
         mentioned value of S1  ~ S1 0 ,  the breakthrough of the displacing fluid  occurs.


         4.2  Effect of Plastic Properties of Fluids on Phase
                Permeabilities


         Determination of the parameters of plastic flow  in porous media is  based on two
         principal assumptions.  The first  one concerns the description  of the flow  at the
         micro-level,  i.e.,  through  an elementary capillary  (pore channel).  According  to
         this assumption, a  certain analytical dependence of the shear rate :Ys  on tangent
         stress Ts  is  taken as the friction  law of the fluid  flow  in  capillaries.  The flow  of a
         viscous incompressible fluid  through a  capillary in  this case can be described  by
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