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OILWELL TESTING                                    166

                     EXERCISE 7.4 TRANSITION FROM TRANSIENT TO SEMI-STEADY STATE FLOW

                     Determine the pressure response at the wellbore due to the production of a well which
                     is situated at the centre of a square drainage area with sides measuring

                                            a)   L  = 100ft

                                            b)   L  = 500ft
                     The relevant reservoir and fluid properties are as follows

                                            k    =     50 mD

                                            φ    =     0.3

                                            µ    =     1  cp
                                                              -6
                                            c    =     15 × 10  /psi
                                                 =     0.3 ft
                                            r w
                                                 =     30.9
                                            C A
                     When does the transition from transient to semi-steady state flow occur for both these
                     drainage areas?


                     EXERCISE 7.4 SOLUTION

                     If the real time is expressed in days, then t D can be determined as

                                 0.00634kt
                           t D  =            (days)                                                 (7.21)
                                  φµ  cr  w 2

                     with all the other parameters in field units, i.e.


                                  0.00634 ×  50 ×  t                 5
                           t =                          =  7.827  10 t
                                                                ×
                            D
                                              -6
                               .3 ××       10 ×   .09
                                   1 15 ×
                     The dimensionless pressure response in the well can be determined using the
                     following functions
                     Transient  flow       p  (t  )  =   ½ (ln t   +   0.809)                       (7.24)
                                               D
                                                            D
                                            D
                                                            4A            t r 2
                     SSS flow              p  (t )  =   ½  ln      +    2   π  D  w                 (7.25)
                                            D
                                               D
                                                           γ Cr 2          A
                                                              Aw
                     Transient flow
                     Equation (7.24) is independent of the reservoir geometry and will give the same value
                     of p D (t D) irrespective of the magnitude of the area drained. Furthermore p D (t D ) is a
                     linear function of t D when plotted on semi log paper. Using the following equations,
                     values of p D and log t D have been calculated and the results listed in table 7.2 and
                     plotted in fig. 7.5
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