Page 114 - The Geological Interpretation of Well Logs
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-  THE  GEOLOGICAL  INTERPRETATION  OF  WELL  LOGS  -

        sum  of  the  hydrostatic  pressure  to  D,  and  the  lithostatic
                                                                               At  u/ft
        pressure  from  D,  to  D.
                                                               180      149                 100       80
          Although  the  sonic  log  can  be  used  to  identify  over-
                                                                                   1
                                                                         L
                                                                              4
                                                                                        L
                                                                                                  1
                                                                    1
                                                                                             lL
        pressure,  it  can  only  do  so  once  drilling  and  logging  are   2790
        completed,  by  which  time  it  may  be  too  late!
        Borehole  damage
        The  frequent  comparison  between  seismic  and  sonic
        velocities  has  shown  that  there  are  often  differences
        between  the  two  which  cannot  be  accounted  for  by
        frequency  difference  (Figure  8.25).  The  differences  are
        thought  to  exist,  at  least  partly,  because  sonic  velocities
                                                                 i
        can  be  affected  by  mechanical  or  chemical  damage   2800
        immediately  around  the  borehole.  The  very  shallow  depth
                                                                wn
        of  penetration  of  the  sonic  pulse  has  been  discussed   2
                                                                 Ss
        (Section  8.4)  which  means  that  it  is  susceptible  to  imme-   <=
                                                                wa
        diate  borehole  conditions.  Drilling  can  cause  damage  at
                                                                >
        the  borehole  wall,  especially  to  shales  either  mechanical-   c
        ly,  by  fracturing  and  spalling  (Section  4.4},  or  chemically   oO
                                                                Ee   P
        by  the  (chemical)  reaction  of  the  drilling  mud  with  the
        formation.  Figure  8.21  shows  the  effect  on  the  sonic
                                                          2810   +
        measurements  of  progressive  chemical  reaction  between
        the  mud  filtrate  and  swelling  clays  in  a  well  in  Colombia   wo
                                                            z
        (Blakeman,  1982).  The  example  is  extreme  since  holes   2                    after
        are  not  normally  left  uncased  (i.e.  open)  for  30-40  days.   *          5 \  arilting
        However,  it  does  demonstrate  that  the  phenomenon  exists   2820
                                                            x=
                                                            -
        and  that  it  dramatically  increases  the  interval  transit  time   o®  Qa
        (lowers  the  velocity).  It  means  that  sonic  logs  recorded  as   oa
        soon  as  possible  after  drilling  will  be  the  most  represen-
        tative  (Blakeman,  1982).
                                                           Figure  8.21  Shale  alteration  affecting  interval  transit  times
        Source-rock  identification
                                                           in  a  well  offshore  Columbia  (No.  1-1  Punta  Gallinas).
        By  itself,  the  sonic  log  cannot  be  used  to  indicate  source-
                                                           Successive  passes  of  the  sonic  were  made  over  35  days  and
        rock  potential.  However,  the  presence  of  organic  matter,
                                                           show  a  persistent  increase  in  interval  transit  time  (decreasing
        especially  in  shales,  lowers  sonic  velocities,  apparently  in   velocity)  indicating  shale  alteration  and  deterioration.  Note
        direct  relation  to  abundance  and  when  combined  with  the   there  is  little  change  in  the  hard  band  at  2807m  (re-drawn
        resistivity  log  value  the  velocity  is  a  good  qualitative  and   from  Blakeman,  1982).
        possibly  quantitative  source  indicator  (see  also  Section
        6.8,  Source-rock  identification).  Several  methods  of   ‘compatible’,  before  they  can  be  interpreted.  First,  both
        quantification  exist:  two  are  described  below.   logs  are  ‘scale  normalized’  by  plotting  the  sonic  log  on
          Based  on  an  analysis  of  source  rocks  from  around  the   a  scale  where  S5Ous/ft  =  1  logarithmic  cycle  on  the
        world,  a  general  formula  has  been  derived  for  simply   resistivity  log  (for  example  SOjs  =  .01  to  0.1  ohm/m),
        separating  source  from  non-source  rocks  using  a  sonic-   Second,  a  non-source  shale  interval  is  located  (in  the
        resistivity  combination  (Meyer  and  Nederjof,  1984).  A   stratigraphic  interval  being  considered)  and  the  two  logs
        regréssion  line  on  a  sonic-resistivity  cross-plot  is  said  to   made  to  plot  one  on  the  other  over  that  interval  (Figure  8.
        separate  source  rocks  from  the  non-source,  both  shale   23).  The  authors  call  this  a  A  log  R  plot  (Passey  et  al.,
        and  limestone  (Figure  8.22).  The  linear  equation  for  this   1990).  When  the  two  logs  are  plotted  like  this,  they  will
        discriminant  D,  is:                              track  each  other  over  all  non-source  shales,  regardless  of
                                                           compaction  and  compositional  changes.  In  source  inter-
             D=  -6.906  +  3.186  log,,  At  +  0.487  log,,  R75°   vals,  there  will  be  a  marked  separation  (Figure  8.23).
                                                           There  will  also  be  a  separation  in  hydrocarbon  reservoirs
        where  Ar  =  sonic  log  value,ws/ft;  R75°  =  log  resistivity   and  in  coals  but  these  can  be  eliminated  on  lithological
        corrected  to  75°  F  (24°  C).                   grounds  using,  for  example,  the  gamma  ray  (Figure  8.23),
          A  second,  rather  unusual,  empirical  method,  is  consid-   If  the  level  of  maturity  is  known,  then  the  TOC%  can  be
        ered  to  enable  actual  values  of  TOC  (total  organic  carbon)   derived.  The  empincal  equation  for  this  is:
        to  be  derived  (Passey  et  a/.,  1990).  The  sonic  and  a  resis-
        tivity  log  are  used  in  a  standard  depth  plot  format  but   TOC%  =  (A  log  R)  x  1012297-01888*L0M)
        the  method  requires  two  essential  steps  to  make  them
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