Page 246 - Reservoir Formation Damage
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226   Reservoir Formation Damage

                /—Constant-Flow-Rate  Tests

                  Assuming that  <|)  and  a  essentially remained constant with time during
                their  experiments,  Gruesbeck  and  Collins  simplified  Eq.  10-119  for  a
                constant  injection  rate  as:

                                = 0                                      (10-179)

                and  designed  special  experiments  to  verify  their  model  as  described  in
                the following.

                Case  1 — Particle Deposition  and Mobilization  in Nonplugging  Pathways.
                First  they  considered  a  case  where  particle  mobilization  does  not  occur,
                and  the particle  deposition  rate  is proportional  to the particle concentration
                of  the  suspension  according  to

                                                                         (10-180)

                Then,  Eqs.  10-179  and  180 can  be  solved  subject  to  the  conditions

                  e = e 0 ,  0 < j c < L ,  r = 0                        (10-181)

                and

                  a = a !n,  * = 0,  ? > 0                               (10-182)

                to  obtain  the  following analytic  solutions:


                              |k/«)                                      (10-183)

                  e = e 0 +(3ar                                          (10-184)

                  An  application  of Eq.  10-183 over  the  length  of the porous  media  yields:



                                                                         (10-185)


                  Gruesbeck  and Collins  (1982)  injected a low concentration of  a suspen-
                sion  of  CaCO 3  particles  into a column of clean, unconsolidated sand pack.
                Under these  conditions, they assumed that removal  of deposited  particles
                was  negligible.  They  measured  the  concentration  of  particles  in  the
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