Page 269 - Fundamentals of Reservoir Engineering
P. 269

OILWELL TESTING                                    206

                     The MBH curve, fig. 7.12 (IV), shows that for t DA = 4.23 semi-steady state flow
                     conditions prevail in the reservoir and therefore the method of Dietz can also be
                     applied to calculate p, i.e.

                                t +∆ t
                           log      s  =  log  (C t  )
                                               ADA
                                  t ∆  s                                                            (7.63)
                                      =  log  (2.07 4.23×  ) =  0.942

                     and entering the buildup plot for this value of the abscissa gives the corresponding
                     value of p ws(LIN) = p as


                           p (Dietz)  =   2944 psi

                     To determine the dynamic pressure in the grid block containing the well at the time of
                     survey, equ. (7.64) can be applied for  t ' DA  = t DA × 4 since the grid block area is only one
                     quarter of the total drainage area. Thus

                                t +∆ t
                                                        )
                           log        = log  (19.1 16.92 =  2.51
                                                 ×
                                  t ∆
                     and from the buildup plot, the corresponding dynamic pressure can be read as

                     p ws(LIN) = p d = 2820 psi.

               2)    The theoretical equation of the straight line which matches the observed linear buildup
                     is

                                       kh                          t +∆ t                4t
                           7.08 10 -3      ( i  p     ) =  1.151log      + p  () −  ½ ln   D        (7.48)
                                                                              t
                                ×
                                            p −
                                     qB  o       ws(LIN)              t ∆  D  D           γ
                                       µ
                                               2
                     and since  t D  =  t DA  ×  A /r , this may be expressed as
                                               w
                                                              t +∆ t
                                                                            t
                           0.0144  ( i  p ws(LIN)  ) =  1.151 log   +  p D  () 9.862
                                                                               −
                                    p −
                                                                             D
                                                                t ∆
                     Taking several points on the straight line, p D (t D) can be evaluated as
                           p D (t D ) = 35.49
                     and therefore, the correct linear equation is


                                                                 t +∆ t
                           0.0144  ( 4800 p ws(LIN) ) =  1.151 log      +  25.63                    (7.65)
                                          −
                                                                    t ∆
                     If the geometry and well position within the bounded area have been estimated
                     correctly, then it should be possible to match equ. (7.65) by theoretically calculating p D

                     using equ. (7.42) or, since semi-steady state conditions prevail at the time of the
                     survey, p  can be alternatively expressed as
                              D
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