Page 46 - Reservoir Formation Damage
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30    Reservoir Formation Damage

                through  the  solid  matrix  according  to  Pick's  second  law  over  a  short
                distance  near  the  surface  of  the  solid  exposed  to  aqueous  solution,  be-
                cause  the  coefficient  of  water  diffusion  in  solid  is  small. Thus,  the water
                absorption  in  the  solid  can  be predicted  by the  one-dimensional transient-
                state  diffusion  equation:

                            2    2
                   dc/dt - Dd c/dz ,0  < z < oo, t > 0,                     (2-2)

                subject  to  the  initial  and  boundary  conditions  given,  respectively,  by:
                   c =  c 0 ,0<z<°°,f = 0                                   (2-3)


                   5 = -Ddc/dz  = k( Cl  - c),  z=0,  f >0                  (2-4)

                   c = c Q,z-*°°,t>0                                        (2-5)

                where  c 0  and  c  are  the  initial  and  instantaneous  water  concentrations,
                respectively,  in  the  solid,  Cj  is  the  water  concentration  of  the  aqueous
                solution,  z  is  the  distance  from  the  pore  surface,  t  is  the  actual  contact
                time,  k  is  the  film  mass  transfer coefficient, and  D  is  the  diffusivity  co-
                efficient  in  the  solid  matrix.  Eq.  2-4  expresses  that  the  water  diffusion
                into  clay  is  hindered  by  the  stagnant  fluid  film  over  the  clay  surface.
                Thus,  similar  to Civan (1997),  the analytical solution of Eqs.  2-2  through
                2-5  can be  used  to express  the cumulative amount of water diffusing  into
                the  solid  surface  as  given  by  Crank  (1956):



                                                2
                   S  EE -  f i-D^- dt =       (h Dt}erfc
                       J     dz dz     h       \    /
                                                                            (2-6)





                and  the  rate  of water absorption  is given by differentation of  Eq.  2-6  as:

                                                                            (2-7)


                where  h  =  kID.
                  Civan  et  al.  (1989)  have  resorted  to  a  simplified  approach  by  assum-
                ing  that the  film  mass  transfer coefficient k in Eq. 2-4  is  sufficiently  large
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