Page 174 - Well Logging and Formation Evaluation
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164               Well Logging and Formation Evaluation

          approximation originates from the fact that 1atm is in fact 1.01325 *
            5
                          5
          10 Pa, and not 10 Pa.
            In oilfield units, and incorporating the conversion from downhole to
          surface conditions via B o, the equation becomes:
                          -3
            Q =-1 127 10 *    k ( m )* D P ( *  B o *  L)
                       *
                  .
                                                2
          where Q is in stb/day, k is in md, A is in ft , m is in cp, P is in psi, and L
          is in ft.
            For radial flow into a borehole, incorporating the porosity and effect of
          fluid/pore compressibility, Darcy’s equation becomes:


            ( 1 r) ∂∂ ( r  r ∂ p ∂ r) =∂ p t * *  C k m             (11.4.3)
                                             *
                *
                        *
                                        f
                                     ∂
          where r = radial distance from the center of the borehole (in m), f= poros-
          ity, and  C = composite compressibility, in 1/Pa.  The composite
          compressibility is given by:
                          )
            C =  C o *  (1 -  S w +  C w *  S w +  C f              (11.4.4)

          where compressibility is expressed as C o for oil, C w for water, and C f for
          porespace.
            A system is said to be in a steady state when pressure does not vary as
          a function of time, i.e., ∂p/∂t is zero. A system is said to be in a semi-
          steady state when ∂p/∂t is a constant.
            Every closed finite system that is produced at a constant rate will
          asymptotically approach a semi-steady state.  An infinitely extended
          system will never approach a semi-steady state.
            Equation 11.4.3 has solutions depending on the boundary conditions
          that are applied. For a situation in which the boundary of the area being
          drained is maintained at a constant pressure, a steady state will eventually
          develop for which:


                                            e (
            PP w = ( *m   ( * p*2  k h)) ( * ln  r r w ) -1 2 )     (11.4.5)
                                  *
                     Q
              -
          where:
           P = mean pressure in the drainage area, in Pa
          P w = bottomhole flowing pressure, in Pa
                                    3
           Q = flow rate in reservoir, m /sec
           h = thickness of reservoir, in m
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