Page 265 - Reservoir Formation Damage
P. 265

Two-Phase Formation Damage by Fines Migration  245



                                                                       (11-21)


             The  zero  capillary  pressure  and  zero  gravity  fractional  flow  term  is
             given  by:




                FW=   1 + -                                            (11-22)


                In  the  fractional  flow  formulation, the  saturation of  the  wetting  phase
             is  calculated  by  solving Eq.  11-19.  But  the pressure  of the  wetting phase  is
             still  determined  by  solving  Eq.  11-17.
                As  explained  by  Civan  (1996),  the  solution  of  equations  presented
             above  requires  the  capillary  pressure  and  relative  permeability  data  for
             the  two-phase  system.  These  data  continuously  vary  during  formation
             damage  and  empirical  models,  such  as  those  given  in  Chapter  4,  are
             required  to  incorporate  these  affects  in the  solution. This  problem  can  be
             alleviated  in  a practical  manner by  resorting  to  an end-point  mobility  ratio
             formulation  similar  to  Civan  (1996)  and  Luan  (1995),  by  extending  and
             generalizing  the  unit  mobility  ratio  formulations given  by  Craig  (1971),
             Collins  (1961)  and  Dake  (1978).  In  view  of  the  uncertainties  in  deter-
             mining  the  exact  nature  of  the  variations  of  these  data,  it  is  reasonable
             to  make  the  following  assumptions.
                First,  similar to  Liu  and Civan  (1996),  the  capillary  pressure  affect  can
             be neglected.  Second,  the  relative  permeabilities  can be  approximated  by
             linear  relationships  with  respect  to  the  phase  saturations  as  (Yokoyama
             and  Lake,  1981):


                k rJ=k° rJSj                                           (11-23)

             where  k° r]  is  the  end-point  relative  permeability.  Third,  the  end-point
             mobility  ratio  parameter  as  defined  below  can  be  implemented:


                                                                       (11-24)
                        k rN
             Under  these  conditions,  Eqs. 11-20  and  22,  respectively,  become:
   260   261   262   263   264   265   266   267   268   269   270