Page 276 - Fundamentals of Reservoir Engineering
P. 276

OILWELL TESTING                                    213

                                                          2                                        4
                                                                1                                        1


                       Time     t DA      α        ½ p D(MBH)   p D   ½ p D(MBH)    p D   ½ p D(MBH)    p D
                       (hrs)          (equ.7.73)

                        3      .03      7.480        .098     7.382      .189     7.291     −.069     7.549
                        6      .06      8.015        .098     7.917      .381     7.634     −.151     8.166
                        9      .09      8.407        .071     8.336      .553     7.854     −.162     8.569
                       12      .12      8.739        .055     8.684      .690     8.049     −.177     8.916
                                                          TABLE 7.11

                     The test analysis is presented in table 7.12.
                                                                             n  ∆ q
                                                                                   i  p D  ( D n  t D j 1 )
                                                                                        t −
                                                                             j1  q n           −
                                                                             =
                                                                       2                            4
                                                       i
                         t n       q         p wf     p − p wf                                            1
                        hrs      (stb/d)    (psi)        q n                 1
                         3        500       2892       .2160         7.382         7.291          7.549
                         6       1000       2778       .2220         7.650         7.463          7.858
                         9       1500       2660       .2267         7.878         7.593          8.095

                        12       2000       2538       .2310         8.080         7.707          8.300
                                                          TABLE 7.12

                     e.g. the complex summation for n = 3 is

                            3  (500 0−  )         (1000 500−  )
                                                                  t
                                            t
                              =          p D  ( ) +           p D  ( D 9  − t D 3  )
                                             D
                                              9
                           j1    1500                1500
                            =
                                                  (1500 1000−  )
                                                                   t
                                                +              p D  ( D  −  t D  )
                                                      1500          9    6
                     in which the p D functions are taken from table 7.11 for the various geometries
                     considered. The test results in table 7.12 are plotted in fig. 7.28. The basic reservoir
                     parameters derived from these plots are listed in table 7.13. In each case the intercept
                     on the ordinate has been calculated by linear extrapolation.

                                                 Slope      Intercept       k
                               Geometry           m           mS          (mD)           S
                                   2
                                                  .0124        .5280       594           2.7
                                         1


                                                  .0360      −.0466        353         −1.3

                                   4
                                         1       0.199         .0655       639           3.3
                                                          TABLE 7.13
   271   272   273   274   275   276   277   278   279   280   281