Page 268 - Fundamentals of Reservoir Engineering
P. 268

OILWELL TESTING                                    205

                                   p ws
                                   (psi)




                                    3000

                                                                                   p = 2943 psi
                                    2900


                                    2800

                                                 2
                                               1
                                    2700
                                                4
                                             1
                                    2600
                                             5      4      3       2      1       0
                                                                                    log  t  +∆t
                                                                                        ∆t

                                          o-o-o  ACTUAL BUILDUP (OBSERVED PRESSURES)
                                          - - - -  LINEAR EXTRAPOLATION OF ACTUAL BUILDUP (OBSERVED PRESSURES)
                                          ------  THEORETICAL LINEAR BUILDUPS, EQU (7.66), FOR VARIOUS GEOMETRIES

                                               THEORETICAL BUILDUPS, EQU (7.68), FOR VARIOUS GEOMETRIES
                     Fig. 7.26  Influence of the shape of the drainage area and degree of well asymmetry on
                                the Horner buildup plot (Exercise 7.7)




                                          (2727 1889−  )               50
                           S =  1.151                  −  log               − 6    +  3.23      =  6.4
                                                                        ×
                                                                 ××
                                             80                .2 1 20 10 ×    .09
                     both of which agree with the values obtained in the previous exercise.

                     The average pressure within the no-flow boundary at the time of survey (t = 4464
                     hours) can be calculated using the MBH method for the dimensionless flowing time

                                              kt        0.000264 50 4464
                                                                  ×
                                                                      ×
                           t DA  =  0.000264       =                              =  4.23
                                                                   6
                                                                  −
                                                                        ×
                                                       ××
                                                              ×
                                            φµ cA    .2 1 20 10 ×     80 43560
                     and consulting fig. 7.12 for the appropriate geometrical configuration, the ordinate of
                     the MBH chart for this flowing time has the value
                                                       kh
                            p       (4.23 =  .01416          ( p * p ) =  2.23
                                         )
                                                                 −
                             D(MBH)
                                                      qB  O
                                                       µ
                                     162.6
                                                                    )
                                                   )
                     i.e.   .01416 ×        ( p * p =  .0288  ( p * p =  2.23
                                                                  −
                                                −
                                       m
                     and therefore  p (MBH) =    2943 psi
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