Page 371 - Reservoir Formation Damage
P. 371

Inorganic Scaling and Geochemical Formation Damage  351

             Saturation  Index  Charts for  Clay  Minerals

               Schneider  (1997)  constructed  the  illite  saturation  index  curves  for
             mixing  the  Mule  Shoe  water  with  the  JMU  connate  water  as  a  function
             of  the volume  percent  Mule  Shoe  water  in  the mixture. For this  purpose,
             he  considered  the  following  dissolution/precipitation  reaction  for  the
             Rotliegendes  illite  formula:

                                +
                Illite+ IOH 2O<^  K  + 0.15Mg +2  +2AAl(OH)~
                                                                       (13-46)


             He  explains  that  the Mule  Shoe  Ranch water is usually treated  with  lime
             and  therefore  its pH  is  above  10. A comparison  of  Figures  13-8A  and  B
             reveals  that injecting a high pH  Mule  Shoe  Ranch water into the  reservoir
             reduces  the  illite  stability  of  the  JMU  connate  water  upon  mixing.  The
             saturation  index  curves  shown  in  Figures  13-9A  and  B  by  Schneider
             (1997) indicate  that adding KCl into the Mule  Shoe Ranch water  improves
             the  illite  stability.
               In  Figures  13-10A  and B, the illite  stability curves obtained  by  Schneider
             (1997)  are  given for  the  Santa  Rosa  and Canyon  Reef  waters, respectively.
             Figure  13-10A  indicates  that  injecting  large  volumes  of  the  Mule  Shoe
             Ranch  water  into the JMU reservoir  reduces the  illite  stability. In  contrast,
             the  Canyon  Reef  water  is  compatible  with  the  JMU  connate  water
             and  should  not  create  any  illite  unstability  problems  as  indicated  by
             Figure  13-1 OB.
               Schneider  (1997) constructed  the chlorite  saturation index  curves  shown
             in  Figures  13-11A and  B based  on the  following dissolution/precipitation
             reaction  for  the  North  Sea  chlorite  formula:

                                             +2
                Chlorite + 4H 2O + 6H +  <-> 2.15Mg  +  2.25Mg +2
                                                                       (13-47)
                                     +2.8Al(OH)-+2.1H 4Si0 4
             Figure  13-11A reveals  that  the Mule  Shoe Ranch  water  becomes  incom-
             patible  with the  JMU  Connate  water  with respect  to the chlorite  stability
             upon  large  volumes  of  water  injection.  Whereas,  the  Canyon  Reef  water
             is  compatible,  as  indicated  by  Figure  13-1 IB.
               Schneider  (1997)  constructed  the  kaolinite  saturation  index  curves
             shown  in  Figures  13-12A  and  B  based  on  the  following  dissolution/
             precipitation  reaction:

                                                        (text  continued  on page  357)
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