Page 232 - Air and Gas Drilling Manual
P. 232

5-74    Air and Gas Drilling Manual
                                      d
                                         = 12 25 inches
                                       h
                                      D =   d h .
                                       h
                                            12
                                      D = 1 021.  ft
                                       h
                               Using Equation 5-4, the weight rate of flow of the solid rock cuttings in  the annulus
                               is
                                            π
                                                        . ) ( . ) 
                                                     2
                                       ˙ w  =     (. 1 021 ) (62 4  2 7    30   
                                       s                       (60 ) (60 )  
                                             4
                                       ˙ w s  =  . 1 149 lb/sec
                                   The inside diameter of the drill pipe, D i, is
                                      d = 4 670.  inches
                                       i
                                            d
                                      D =   i
                                       i
                                            12
                                      D = 0 389.  ft
                                       i
                               The  return  flow  of  the  air  with  the  entrained  rock  cuttings  flows  to  the  surface
                               through the inside of the drill string.  The surface roughness of commercial pipe is e p
                               = 0.00015 ft [2].  Equation 5-15 becomes
                                                             2
                                                            
                                      f =          1        
                                                0 389     
                                                   .
                                                           .
                                            2 log   0 00015   +114   
                                                  .
                                      f = 0 016
                                           .
                               Equations 5-13 and 5-14 become, respectively,

                                      a =   10.     1  +   1 149.    
                                       i
                                            53 36.       1 366.   
                                      a = 0 035.
                                       i

                               and
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