Page 312 - Origin and Prediction of Abnormal Formation Pressures
P. 312

PORE WATER COMPACTION CHEMISTRY AS RELATED TO OVERPRESSURES          281
                                 0.6
                            m
                                       Xo =0.5
                         0   m         So =  0.25
                         E  0
                        oE       0.4-           _             ......


                                           ~  ~  ~    jmcl

                                 0.2





                                  0
                                                      0L5               1
                                         Volume    of suspension,  I
            Fig.  10-36.  The  relationship  between  the  chloride  ion  concentration  and  the  volume  of  the  suspension.
            The  concentration  of  chloride  inside  the  suspension  is  given  by  the  solid  line  curve,  whereas  that  of  the
            squeezed-out liquid is  shown by a dashed  line; Xo -- initial cation exchange  capacity expressed in equivalents
            per  liter,  so  =  chlorine  ion  content  in  equiv.;  f  =  the  square  root of the  ratio  of activity  coefficients  inside
            and  outside  the  suspension.  (Modified  after  Appelo,  1977,  fig.  5,  p.  96.  In  Chilingarian  et  al.,  1994,  fig.
            5-28,  p.  147.)

               The  second condition  of the  mass-balance  case  considers  the  cumulative  concentra-
            tion of the expelled pore water squeezed from the  suspension at the end of compaction.
            At  this  stage,  there  is  no  more  reduction  in  porosity  taking  place,  and  the  cumulative
            concentration of the chloride ion at any overburden pressure is:
                        So -  s                                               (10-21)
                 m~l=  V0-  V
            where the value of s is obtained from Eq.  10-20.
               Appelo  (1977)  plotted  the  last  two  equations  (Eqs.  10-20  and  10-21)  to  express
            the  variation  in  the  concentration  of  the  chloride  ion  inside  the  suspension  and  in
            the  squeezed-out  pore  water  as  a  function  of  the  suspension  volume  (Fig.  10-36).  In
            construction  of Fig.  10-36,  Appelo  used  arbitrary values  of x  =  0.5  and  So =  0.25  for
            two  different  f  values  of  1 and  0.52.  His  plotted  results  confirm that  the  chloride  ion
            concentration in the  suspension decreases  upon compaction for the two  selected values
            of f.  In the case of squeezed-out pore water, however, the concentration of the chloride
            ions  decreases  with  compaction  when  f  =  1.  On  the  other  hand,  when  f  =  0.52,
            the  concentration  of chloride  ions  first increases  and then  decreases  to  a limiting value
            at  which  the  porosity  is  the  only  governing  factor  that  determines  the  chloride  ion
            concentration. This is in agreement with the data presented in Von Engelhardt and Gaida
            (1963), Rieke and Chilingarian (1974),  Knill et al. (1976),  and Rosenbaum (1976).

            Smith's Gibbs equilibrium model
               Smith's  (1977)  thermodynamic  model  is  similar  to  Appelo's  in  many  respects.  In
            deriving  his  equations,  however,  Smith  assumed  that  the  ratio  of  activity  coefficients
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