Page 455 - Air and Gas Drilling Manual
P. 455

Chapter 9: Aerated Fluid Drilling    9-59
                               The Reynolds number calculation above is  greater than 4,000.    This  indicates  that
                               the flow condition is turbulent.  Therefore, the empirical von Karman equation (i.e.,
                               Equation 6-86) is used to  determine the approximate Fanning friction factor for the
                               aerated fluid flow inside this drill string section.
                                   The  inside  surface  of  the  drill  pipe  tool  joints  is  commercial  steel  with  the
                               surface roughness
                                            .
                                      e p  0 00015 ft
                               With the above, Equation 6-86 becomes
                                                                2
                                                     1
                                      f
                                       i4           0 292
                                                    .
                                             2 log          114
                                                             .
                                                   0 00015
                                                    .
                                            .
                                      f i4  0 017
                                   Equation 6-82 for the fourth increment inside the drill  string can be solved for
                               the pressure at the top of the increment, P i3.  This involves selecting this lower limit
                               by a trial and error procedure.  The magnitude of the lower 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 lower
                               limit pressure is
                                                .
                                            ,
                                      p i3  3 924 7 psia
                                      P i3  p 144
                                             i3
                                                     2
                                              ,
                                      P     565 157 lb/ft abs
                                       i3
                                   Substituting the values of  ˙ w ,  ˙ w , Q g, Q m, P g, P i3, P i4, T g, T av4, D 6, f i4,  and g
                                                       g
                                                           m
                               into the left side of Equation 6-82 gives
                                     ,
                                 !  573 888
                                 #
                                 #                         dP
                                 #                                             2    125
                                 #                               40 978 5 .
                                                                   ,
                                                                           .
                                 #           33 20         0 017    P     0 426
                                                            .
                                               .
                                 ∀ 565 157  40 978 5 .   1
                                    ,
                                           ,
                                                             .
                                                                       .
                                                  0 426    18 80      0 292  2
                                                   .
                                            P                      4
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