Page 220 - Reservoir Formation Damage
P. 220

Single-Phase Formation Damage by Fines Migration and Clay Swelling  201

                Based  on  their  experimental  studies,  Cernansky  and  Siroky  (1985)
             proposed  an  empirical  permeability-porosity  relationship  as:


                                         \-E
                                                 explGll- —     -1     (10-92)
                                  KJ    e x p G - l L  Jr  I  I  -rf

             where  E  and  G  are  some  empirical  constants.


                    The   Plugging-Nonplugging     Parallel  Pathways
                               Partial  Differential  Model

                Gruesbeck  and  Collins  (1982a)  developed  a partial  differential  model
             based  on the  concept  of parallel flow  of a  suspension  of particles  through
             plugging  and nonplugging pathways, as depicted  in  Figure  10-6. Relatively
             smooth  and  large  diameter  flowpaths  mainly  involve  surface  deposition
             and  are  considered  nonplugging.  Flowpaths  that  are  highly  tortuous  and
             having  significant variations  in  diameter  are  considered  plugging. In  the
             plugging  pathways,  retainment of particles occurs  by jamming  and block-
             ing  of pore throats  when several  particles  approach  narrow  flow  constric-
             tions.  Sticky  and  deformable  deposits  usually  seal  the  flow  constrictions
             (Civan,  1994, 1996).  Therefore,  conductivity of  a flow  path  may  diminish
             without filling  the  pore  space  completely. Thus, the  fluid  seeks  alternative
             flow  paths  until  all  the  flow  paths  are  eliminated.  Then  the  permeability
             diminish  even  though  the  porosity  may  be  nonzero.  Another  important
             issue  is  the  criteria  for  jamming  of  pore  throats.  As  demonstrated  by
             Gruesbeck  and  Collins  (1982b)  experimentally  for  perforations,  the
             probability  of  jamming  of  flow  constrictions  strongly  depends  on  the
             particle  concentration of the  flowing  suspension  and the flow constriction-
             to-particle  diameter  ratio.  Gruesbeck  and  Collins  (1982a)  assumed  that
             the  liquid  and  particles  have  constant  physical  properties.  The  porous
             media  is  incompressible,  homogeneous  and  isotropic.  There  is hydraulic
             communication  through  the  interconnectivity  of  the  plugging  and non-
             plugging  pathways  and  therefore  the  pressure  gradients  and  the  particle
             concentrations  of  the  suspension  flowing  through  the  plugging  and
             nonplugging  pathways  are  the  same.  The  volume  flux  through  the  core
             is constant  and only the external  particle  invasion  is considered.  The flow
             through  porous  media  was  assumed  to  obey  the  Darcy  Law. In  this
             section,  the  Gruesbeck  and  Collins  (1982)  model  is  presented  with  the
             modifications  and  improvements  made  by  Civan  (1995).
                (J) PO  and  § npg  denote  the  initial  pore  volume fractions  of  the  plugging
             and  nonplugging  pathways  of  the  porous  media  (Civan,  1994, 1995).
   215   216   217   218   219   220   221   222   223   224   225