Page 61 - Percolation Models for Transport in Porous Media With
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3.3  RESULTS AND COMPARISON WITH EXPERIMENT                           53

         G ~ G0(a*) the dependence K(G) becomes weaker.  Since the second and the third
         terms  in  (3.39)  are small  if the  condition  (3.38)  is  satisfied  and  the  inequality
         V(rt)k0(r1 )  < <  r  >  z-l  is  also  satisfied,  for  sufficiently  homogeneous  media
         (ud < r >- 1 < 0.1) the dependence k(rt. G) near the permeability threshold G0 (rc)
         of the medium can be found to have approximately the following form
                                           1 2
            k(rt.G) ~ 1/8ko(rt)(l- Go(rt)G- ) GNm(rt)[1-1/2V(rt)ko(rt)-
                                                                     1
                                             1/2GNm(rt)(1- Go(rt)G- )],     (3.43)
                                        Nm(rt) = 4N(rt)M- (rt) ;: G0 (rt).
                                                                     1
                                                           2
            It is  evident from  (3.43)  that the conductivity of an r 1-chain  near G0(rt) is
         substantially less than its Poiseuille conductivity ko(rt).
            Introduce the Reynolds number for a medium

                                                      1
                                   Re = tf < 11  > p1p.- •                  (3.44)
            Here < 11  > is  the average flow  velocity,  and  the quantity lfl is  chosen  using
         either the average grain size in  the medium, or the average pore diameter.  If we
         substitute K(G) = p.  < 11(G) > a- 1  in (3.44), we obtain

                                                                            (3.45)

            If we  consecutively substitute into  (3.45)  the above  boundary conditions for
         the pressure gradient for  different  types of flow  and the corresponding values of
         permeability determined from {3.8), the critical Reynolds numbers for the medium
         can be obtained.


         3.3  Results of Numerical Calculations and Com-

                 parison with Experiment

         The experiment studied the flow of water (PJ = 10 3  kg/m 3 ,  p.f PI = 10- 6 m 2  fs)  in
         a medium whose pore space was simulated by a cubic network (Pg = 0.25,  K. = 0.5)
         with pores situated in sites and connected with rough capillaries.  The experimental
         relations found  in  [53]  were  used  in  the construction of the laws to describe the
         flow in capillaries and in the determination of the pressure losses on the capillary -
         capillary (capillary- pore) junctions:  in (3.14), i = 3,j = 6, Km = 3·10- 7  p}p.- 1  =
         300 kg-fm 5 ; in (3.15), s = 2,h = 5,Kt = 10- 3 pf = 1 kg/m  3 ;  in (3.16) and (3.17),
         a'= 1.5,Bi = Bf = l,A0 = 30.
            The dependence g0(r) = C0r- 2  was taken from  [50],  where the value Co= 10 5
         Nfm  has  been  found  experimentally  [56].  To  illustrate  the  dependence  of the
         function  K(G) on  the form of the relationship  f(r),  a numerical experiment was
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