Page 48 - Reservoir Formation Damage
P. 48

32   Reservoir Formation Damage

                                                                           (2-13)

                V  and  V w  are  the  volumes  of  the  solid  and  the  water  absorbed,
                respectively.
                  Ohen  and  Civan  (1991)  used  the  expression  given  by  Nayak  and
                Christensen  (1970)  for  the  swelling  coefficient:


                                                                           (2-14)

                in  which  c is  the  water  concentration  in  the  solid  and  CI  is  the  plasticity
                index.  <;, and  q t  are  some  empirical  coefficients,  m  is  an  exponent.
                  Chang  and  Civan  (1997)  used  the  expression  given  by  Seed  et  al.
                (1962):

                                     c - 10) 244                           (2-15)


                where  C c is  the  clay  content  of  porous  rock  as  weight  percent,  PI  is  the
                plasticity  index,  and  k'  is  an  empirical  constant.


                Water  Content   During   Clay  Swelling

                  The  rate  of  water retainment of  clay  minerals  is  assumed  proportional
                with  the  water  absorption  rate,  5,  and the  deviation  of the  instantaneous
                water  content  from  the  saturation  water  content  as:

                        =  k wS(w t-w)                                     (2-16)


                subject  to  the  initial  condition

                                                                           (2-17)

                where  k w  is  a  water  retainment  rate  constant,  w  denotes  the  weight per-
                cent  of  water  in  clay  and  the  subscripts  o  and  t refer  to  the  initial  (t = 0)
                and  terminal  (t -» °o)  conditions,  respectively.  An  analytical  solution  of
                Eqs.  2-16  and  17 yields:

                    = w t-(w t-w 0) exp (-k wS)                            (2-1 8)

                  Osisanya  and  Chenevert  (1996)  measured  the  variation  of  the  water
                content  of  the Wellington  shale exposed  to deionized  water.  Figure 2-20
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