Page 288 - Reservoir Formation Damage
P. 288

268   Reservoir Formation Damage

                                                                           (12-5)


                where  k'  and  n  denote,  respectively,  the  consistency  constant  and flow
                index.  The  critical  shear-stress  is  dependent  on  various  factors,  including
                surface  roughness and particle  stickiness  (Civan,  1998a,b)  and aging (Ravi
                et  al.,  1992) and  it  should  be  measured  directly.  The  deposition  and
                erosion rate constants  depend  on the properties of the particles and carrier
                fluid,  and  the  conditions  of the  slurry,  such as particle  concentration, flow
                rate,  and  pressure.
                  Ravi  et  al.  (1992)  have  determined  that  the  following  equation  proposed
                by  Potanin  and Uriev  (1991)  predicts  the  critical  shear  stress  with  the  same
                order  of  magnitude accuracy  of  their  experimental  measurements:


                                                                           (12-6)


                where  H = 3.0x10  13 erg  is  the  Hamaker  coefficient,  d(cm)  is  the  aver-
                age  particle  diameter,  and  /(cm)  is  the  separation  distance  between  the
                particle  surfaces  in  the  filter  cake.  However,  the  values  calculated  from
                Eq.  12-6  is  only  a  first  order  accurate  estimate  because  Eq.  12-6  has
                been  derived  from  an  ideal  theory.  The  ideal  theory  does  not  take  into
                account  the  effect  of  the  other  factors,  such  as  aging  (Ravi  et  al.,  1992),
                surface  roughness,  and  particle  stickiness  (Civan,  1996),  on  the  particle
                detachment.  Therefore,  the  actual  value  of  the  critical  shear  stress  may
                be substantially  different  than  that predicted by Eq.  12-6  using  the particle
                size  and  separation  distance  data.  Hence,  Ravi  et  al.  (1992)  recommend
                experimental  determination  of  the  critical  shear  stress.
                  U(i s-i cr]  is  the  Heaviside  step  function  [U(i s—i cr)  = 0  when
                T 5 < T  and  £/(T 5 -T cr ) = l  when  T, >T C J.
                  \e s pJ  is the mass  of particles  contained per unit bulk volume of the
                slurry  side  cake  surface.  The  erosion  rate  is  related  also  to  the  particle
                content  of  the  cake  (e.  p n  }  and  erosion  cannot  occur  if  there  is  no  cake,
                              \  A    "'C
                            p p J  = 0 . Here,  the  cake  properties  are  assumed  constant.
                        (e s

                         ==€=,  p  = constant                              (12-7)


                Therefore,  k e  and  (<E S  p p)  can  be  combined  into  one  coefficient  as
                (Civan,  1999a)


                  k.=                                                      (12-8)
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