Page 47 - Percolation Models for Transport in Porous Media With
P. 47

38                          CHAPTER2.  ONE-PHASE FLOW IN ROCKS















                               7.0
           Figure 11:  Plots of the conductivity of the medium against its strained state


         where a*  is the minimal radius of a conducting capillary.
            Since in the three-dimensional case 11 = 0.9±0.1, it is possible to find K  for an
         exponential function analytically, using formula (2.1), if 11  is set to equall. In this
         case we  get  rc  = 4a*,K = 2.81r7a!/l •  Setting 7 = 2.85,1 = 0.5 ·10- m, a*=
                                          2
                                                                        3
         0.5 ·10- 5 m, we find  K  = 18ttm 2 •  Using the relationships (2.39), (2.40), and (2.43)
         we can find  the coefficient of permeability as a function of pressure P



            Usually actual experiments measure the quantity !J.KfK, where !J.K = K(p)-
         K(O).  The theoretical relationship  f:!.K/K  calculated for  g 0  =  10 3 ,C =  15. 10 8
         Pais presented  in  fig.  11  (curve  1).  The  plots  of !J.KfK  and  SE/'E against
         pressure, measured experimentally for  a sandstone core in  [48]  (curves 3 and  4).
         are also presented in this figure.  The theoretical dependence !J.E/E (curve 2)  has
         been calculated using formulas  (2.4)  - (2.6)  for  )..' fu' = 7 · 10- 6  m,  II = 0,  other
         parameters the same.  Curve 5 corresponds to the difference !J.Kd Kt  calculated
         using  formulas  (2.42),  (1.9),  and  (1.11)  for  the  case  of anisotropic  loading of a
         grained medium  under constant pressure p = 200 · 10 5  Pa.
            It can be noticed from fig.11  that a satisfactory agreement between theoretical
         and experimental data takes  place for  the given  set of parameters of the model
         of a nonlinearly elastic porous medium.  Note that the value of Young's modulus
         E  ~ 10 3  MPa differs  from  its  actual  characteristic  values  for  typical  reservoir
         rocks of the sandstone type by approximately an order of magnitude.  Therefore
         the  presented  calculations  correspond  to  strongly  contractible  rocks  with  large
         porosity.
            The remarkable phenomenon of high sensitivity of the medium  with E  ~ 10 4
         MPa to relatively low pressures with  small deformations can be explained,  obvi-
         ously,  by  significant  impact  that a  film  of a "bounded"  fluid  has on  the flow  in
         thin capillaries.  This phenomenon will be studied in detail in the next chapter.
            The change of the component of the permeability tensor K 1 ,  found  theoreti-
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