Page 165 - Air and Gas Drilling Manual
P. 165

.
                                      d
                                            d
                                             p
                                         =
                                      D p p  = 2 375 inches  Chapter 5: Shallow Well Drilling Applications    5-7
                                            12
                                      D p  = 0 198 ft
                                             .
                                   The Fanning friction factor,   f,  for flow in  the annulus is  determined from the
                               von Karman empirical relationship for turbulent flow conditions [2].   This empirical
                               relationship is
                                                                2
                                                               
                                                    1          
                                      f =                                              (5-5)
                                                 D −  D      
                                                        p
                                                   h
                                                
                                                           +1 14
                                                         
                                           2 log.              
                                                         
                                                
                                                    e
                                                    av         
                               where e av is the average absolute surface roughness of the annulus (ft).
                                   The  openhole  outer  wall  absolute  surface  roughness,  e oh,  of  the  limestone
                               sequence borehole annulus is assumed to be 0.005  ft (see Table 8-1) [2].  The inner
                               surface of the borehole annulus is  the outer surface of the drill  pipe.   The absolute
                               surface roughness of commercial pipe, e p, is  given as 0.00015  ft [2].   The  average
                               absolute surface roughness of the annulus is  approximated  by  using  a  surface  area
                               weight average relationship between the openhole surface area and its  roughness and
                               the outside surface of the drill string and its roughness.  Thus, the value for e av is
                                                              π
                                                π
                                                
                                            eDH +         e     DH
                                                    2
                                                                  2
                                             oh     h    p     p
                                                              4
                                                4
                                      e  =
                                                           π
                                               π
                                       av
                                                 DH +      2
                                                    2
                                                  h        DH
                                                               p
                                                4
                                                           4
                               The above reduces to
                                                            π
                                                π
                                                          
                                            e      D 2  +  e   D 2
                                             oh     h  p     p
                                                4
                                                            4
                                      e  =                                              (5-6)
                                                         π
                                                π
                                                  2  +     2
                                       av
                                                  D h     D p
                                                4
                                                         4
                               Thus, e av, is
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