Page 443 - Air and Gas Drilling Manual
P. 443

Chapter 9: Aerated Fluid Drilling    9-47
                                             2 108
                                      N
                                              ,
                                        Ra4
                               The Reynolds number calculation above is  greater than 2,000  and less than  4,000.
                               This  indicates  that  the  flow  condition  is  transitional.    Therefore,  the  empirical
                               Colebrook  equation  (i.e.,  Equation  6-77)  is  used  to  determine  the  approximate
                               Fanning friction factor in this annulus section.
                                   Using  Equation  8-2,  the  average  absolute  surface  roughness  of  this  annulus
                               section, e av4, is
                                                      0 656)
                                             (.       (.   2   (.          (.   2
                                                                0 00015)
                                             001)
                                                                           0 552)
                                                   4                    4
                                      e av4
                                                        0 656)
                                                                     0 552)
                                                       (.   2       (.    2
                                                    4             4
                                      e av4  0 0059 ft
                                             .
                               Equation 6-77 must  be solved by trial and error.  A value for f a4 must  be  selected
                               that will satisfy the Colebrook equation.  This value is
                                      f a4  0 085
                                             .
                               The Colebrook equation is
                                                            .
                                                            0 0059
                                                                 .
                                                         .
                                                                             .
                                         1              0 656   0 552       251
                                                 2 log
                                        0 085                37         2 108  0 085
                                                              .
                                                                         ,
                                        .
                                                                               .
                               The right and left sides of the above yield
                                              .
                                      342    342
                                       .
                                   Equation 6-74 for  the  fourth  increment  in  the  annulus  can  be  solved  for  the
                               pressure at the bottom  of  the  increment,  P a4.    This  involves  selecting  this  upper
                               limit by  a trial and error procedure.   The magnitude of the upper limit  pressure on
                               the left side of the equation is  selected to  allow the left side  integral  to  equal  the
                               right side integral.  The integration can be carried out  on the computer using  one of
                               the commercial analytic software programs.    The  trial  and  error  magnitude  of  the
                               upper limit pressure is
                                             ,
                                                .
                                      p a4  3 171 6 psia
   438   439   440   441   442   443   444   445   446   447   448