Page 346 - Fundamentals of Reservoir Engineering
P. 346

REAL GAS FLOW: GAS WELL TESTING                              281


                     The theoretical equation describing the pseudo pressure drop during the second flow
                     period can be derived from the basic test equation (8.39) as

                             kh
                                                                                       ′
                                                                       ′ −
                                                 =
                                        −
                                  (m(p ) m(p )) Q (m (t + ∆     t D  +  t ) m ( t ∆  D  +  t ))
                                                           D
                                                    1
                                                        D
                                                                       D
                                                                             D
                                                                                       D
                                      i
                                             wf
                           1422T                            1     max            max                (8.58)
                                                           ′ +
                                                 +  Qm (t ) Q S′   2
                                                     2
                                                         D
                                                                 2
                                                           D
                     where  t′  is the time measured from the start of the second flow period at rate Q 2,
                     (fig. 8.14). This equation is analysed for transient conditions during the second flow
                     period, that is, for small values of t´. In this case the expression
                                                               ′
                                               ′
                                                       ∆
                                                  −
                           Q (m(t +∆     t D max  +  t ) m( t D max  + t ))
                                 D
                                   D
                                                     D
                                                               D
                                               D
                            1
                                    1
                     in equ. (8.58) can be regarded as being constant. If both t 1 and ∆t max are short so that
                     both the m D functions can be evaluated under transient conditions the above statement
                     is quite correct and, in fact, the difference between the m D functions is both small and
                     constant. For a very long initial flow period, corresponding to a routine well survey
                     rather than an initial test, the difference between the m D functions can only be regarded
                     as constant on the grounds that t is small, which is always the case since the wellbore
                     pressure response at rate Q 2 is only being analysed during the brief, initial, transient
                     flow period. Therefore, equ. (8.58) implies that a plot of m(p wf) versus log t will be
                     linear, for transient flow, with slope
                               1637Q T
                           m =        2
                                  kh
                     which leads to a re-determination of k. The skin factor can be evaluated by expressing
                     equ. (8.58) as
                             kh                     kh   (m(p ) m(p )) Q m (t ) Q S′                (8.59)
                                                                    ′
                                        −
                                      i
                                             wf
                           1422T  (m(p ) m(p )) =  1422T     i  −   ws  +   2  D  D ′ +  2  2
                     in which p′  is the hypothetical static pressure that would be obtained had the buildup
                               ws
                     been continued for a time ∆t max +  t′ . The value of p′  will therefore increase as t´
                                                                       ws
                     increases. Equation (8.59) can then be solved to give S′  as
                                                                           2
                                                   (m(p )   − m(p )            k
                                                      ′
                                                                    −
                                                         −
                             S′ =  S DQ =  1.151      ws 1 hr    wf 1 hr  − log    2  +  3.23       (8.60)
                                   +
                                        2
                              2
                                                                             ( c) r
                                                           m                φµ   iw
                                   mp
                     in which both  (  wf ) and  ( ) are evaluated for  t′  = 1 hour. The latter can be
                                              mp′
                                                  ws
                     obtained by extrapolation of the final buildup trend for one hour after the buildup has
                     ceased. However, this correction is seldom applied and usually  ( )  1hr is set equal
                                                                                   mp′
                                                                                       ws
                                                                                          −
                     to  (  ws ) , evaluated for the final closed in pressure.
                        mp
                     The following exercise illustrates the method of buildup analysis for a well test in a new
                     reservoir in which p i is the initial reservoir pressure.
   341   342   343   344   345   346   347   348   349   350   351