Page 311 - Air and Gas Drilling Manual
P. 311

7-20    Air and Gas Drilling Manual
                                                     2
                                                      aH
                                          −
                                               2
                                        2
                                                       a
                                            b T
                                      P
                                             a
                                               av
                                       bh
                                                  =
                                                    e
                                                      T av
                                               2
                                        2
                                          −
                                       P
                                            b T
                                             a
                                       in
                                               av
                               Equation 7-64 can be rearranged and a solution obtained for P in.  This yields (7-64)
                                                        2  aH    05 .
                                                           a
                                              2  +  2  e   T av  
                                              P bh  b T av    −  1   
                                                   a
                                                                
                                      P in  =       2  aH                            (7-65)
                                                      a          
                                                   e  T av       
                                                                 
                                                                 
                                   The  empirical  von  Karman  relationship  for  determining  the  approximate
                               Fanning friction factor for the annulus is
                                                                 2
                                                                
                                                    1           
                                      f =                                            (7-66)
                                                 D −  D       
                                                   h
                                                        p
                                                         
                                                
                                                           + 1 14
                                           2 log.               
                                                
                                                         
                                                     e
                                                                
                                   For follow-on calculations for 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
                               pipe and drill collars, and inside surface of the casing.  For a dual pipe drill  string,
                               the  inside  surfaces  of  the  annulus  in  the  drill  string  will  also  have  the  absolute
                               roughness of commercial pipe.  For conventional drill  strings,  the openhole surfaces
                               of boreholes can be approximated with an absolute roughness, e oh = 0.01 ft (i.e.,  this
                               example value is the same as concrete pipe which approximates borehole surfaces in
                               limestone  and  dolomite  sedimentary  rocks,  or  in  similar  competent  igneous  and
                               metamorphic rocks, see Table 8-1).
                                   Equation  7-65  together  with  Equations  7-60,  7-61  and  7-66  can  be  used  in
                               sequential calculation steps starting at the bottom  of the annulus and continuing for
                               each  subsequent  change  in  cross-sectional  area  in  the  annulus  until  the  surface
                               injection pressure is determined.
                               7.4  Aerated  Fluid  Drilling  Model
                                   The aerated fluid drilling  governing equations are very little  changed  from  the
                               reverse  circulation  general  derivation  given  in  Section  7.2.    The  flow  condition
                               inside  of  the  drill  string  is  three  phase  flow  (gas,  fluid,  and  solids).    The  exit
                               pressure  in  aerated  fluid  drilling  operations  is  the  atmospheric  pressure,  P at.
                               Therefore, Equation 7-26 becomes
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