Page 265 - Air and Gas Drilling Manual
P. 265

6-10    Air and Gas Drilling Manual
                                                  D
                                                − ) V
                                            ( D
                                              h
                                                   p
                                          =
                                      N
                                                 ν
                                        R
                               where D h   D p is the hydraulic diameter for the annulus (ft),  (6-27)
                                    V is the velocity (ft/sec),
                                                                         2
                                    ν is the kinematic viscosity of the drilling fluid (ft /sec).
                                   There are three flow conditions that can exist in the annulus.  These are laminar,
                               transitional, and turbulent flow conditions [1].
                                   The  empirical  expression  for  the  Fanning  friction  factor  for  laminar  flow
                               conditions is
                                      f =  64                                          (6-28)
                                           N  R
                               This  equation  can  be  solved  directly  once  the  Reynolds  number  is  known.    In
                               general, Equation 6-28 is valid for values for Reynolds numbers from 0 to 2,000.
                                   The  empirical  expression  for  the  Fanning  friction  factor  for  transitional  flow
                               conditions is known as the Colebrook equation.  The Fanning friction factor cannot
                               be  determined  directly  and  must  be  solved  by  trial  and  error.    This  empirical
                               expression is
                                                                     
                                                       e             
                                       1  =−  2 log      D −  D p   +  251       (6-29)
                                                                    .
                                                       h
                                        f              37 .      N  R  f  
                                                                       
                                                                       
                               where e is the absolute roughness of the annulus surface (ft).   Note the logarithm in
                               the above equation is to the base ten.    In general, Equation 6-29 is  valid for values
                               of Reynolds numbers from 2,000 to 4,000.
                                   The  empirical  expression  for  the  Fanning  friction  factor  for  turbulent  flow
                               conditions is known as the von Karman equation.  This empirical expression is
                                                                 2
                                                                
                                                    1           
                                      f =                                            (6-30)
                                                 D −  D       
                                                        p
                                                   h
                                                
                                                           + 1 14
                                                         
                                           2 log.               
                                                         
                                                
                                                     e
                                                                
                               Note the logarithm in the above equation is to the base ten.   In general, Equation 6-
                               30 is valid for values of Reynolds numbers greater than 4,000.
                                   For follow-on calculations for the flow in the annulus the absolute roughness for
                               commercial pipe, e p =  0.00015  ft,  will  be used for the outside surfaces of the drill
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