Page 170 - Origin and Prediction of Abnormal Formation Pressures
P. 170

METHODS OF ESTIMATING AND PREDICTING ABNORMAL FORMATION PRESSURES     ] 45

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                               GH                                    GO

                                                   "~   Formation  FPG,  psi/ft
                                                       Equivalent  Mud  Weight,  Ib/gal
            Fig.  5-13.  Empirical  relationship  between  ZT-shale  ratio  (Esh(observed)/Xsh(normal))  and  reservoir  fluid
            pressure  gradient  (FPG  and  equivalent  mud  weight  requirements).  GH  is  hydrostatic  pressure  gradient;
            Go  is  overburden  pressure  gradient;  1,  2,  3  --  empirical  calibration  trends  established  for  different  areas;
            dots  represent  data  points  obtained  in  a  given  area  to  establish  calibration  trend.  (Modified  after  Fertl  and
            Chilingarian,  1987,  fig.  6, p.  33.)

            data  were replotted  by  Fertl  and  Chilingarian  (1987)  to highlight  the  similarities  in the
            normal  and overpressure  environments.

            Quantitative  pressure  evaluation
               Two  quantitative  techniques  are  available  for using  PNC  logs  to  locate  and  evaluate
            overpressures.

            Technique  A:  empirical  calibration  charts
               (1)  Plot  r-shale  values  (either  on  a  logarithmic  or  linear  scale)  versus  depth  and
            establish the normal compaction trendline.
               (2)  Top  of  the  overpressure  zone  is  at  a  depth  where  the  plotted  r-value  starts  to
            diverge from the normal trend.
               (3)  Determine  the  formation  pressure  at  a  specific  depth  as  follows:  (a)  divergence
            of  observed  ,V-shale  value  from  the  extrapolated  (normal  trendline)  value  determines
            the  ~7-ratio (observed  Xsh/normal  ZTsh); (b) from Fig.  5-13,  the formation fluid pressure
            gradient (FPG) and equivalent mud weight corresponding  to the  E-ratio  are found.
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