Page 199 - Fundamentals of Reservoir Engineering
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STABILIZED INFLOW EQUATIONS                                137

                           1 ∂     ∂ p      qµ
                                 r      =−                                                           (6.2)
                                            2
                           rr ∂     r ∂    π rkh
                                            e
                     and integrating this equation

                           ∂ p     q r 2
                                    µ
                              =−          +  C 1                                                     (6.3)
                                     2
                            t ∂   2r kh
                                   π
                                     e
                     where C 1 is a constant of integration. At the outer no-flow boundary ∂p/∂r is zero and
                     hence the constant can be evaluated as C 1 = qµ/2πkh which, when substituted in
                     equ. (6.3), gives

                           ∂ p     qµ      1  r
                               =            −  2                                                     (6.4)
                            r ∂   2 kh     r  r e
                                   π

                     Integrating once again


                                                    2
                                 p r    qµ         r    r
                                                     2
                                p       p wf  =  2kh    lnr −  2 r e r    w                          (6.5)

                                        π
                     or

                                       qµ     r    r
                                                    2
                           p − p wf  =       ln  −  2                                                (6.6)
                            r
                                      2kh     r w  2r e
                                       π
                                          2
                                       2
                     in which the term r/r  is considered to be negligible. Equation (6.6) is a general
                                       w
                                          e
                     expression for the pressure as a function of the radius. In the particular case when
                     r = r e then
                                        qµ     r    1
                           p −   p wf  =      ln  e  −  +  S                                         (6.7)
                            e
                                       2kh     r w  2
                                        π
                     This is the familiar well inflow equation under semi-steady state conditions and is
                     similar to that presented as equ. (4.27) for steady state flow. It can be transposed to
                     give the Pl relationship

                                    q            2 kh
                                                  π
                           PI =          =                                                           (6.8)
                                p −  p wf        r e  1
                                  e
                                            µ   ln  −  + S
                                                 r w  2
                     in which the van Everdingen skin factor has been included as described in Chapter 4,
                     sec. 7. One unfortunate aspect concerning the application of this equation is that, while
                     both q and p wf can be measured directly, the outer boundary pressure cannot. It is
                     therefore more common to express the pressure drawdown in terms of p − p wf instead
                     of p e − p wf, since p, the average pressure within the drainage volume, can readily be
                     determined from a well test as will be shown in Chapter 7, sec. 7. To express the inflow
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