Page 240 - Air and Gas Drilling Manual
P. 240

5-82    Air and Gas Drilling Manual
                               The volumetric flow rate of air entering the compressor, Q g, is
                                      Q  =  840
                                       g
                                            60
                                                 3
                                      Q g  = 14 0 ft /sec
                                             .
                               The weight rate of flow of air through the well is
                                                 ( . )
                                       ˙ w  =  . 0 0636 14 0
                                       g
                                       ˙ w  =  . 0 890 lb/sec
                                       g
                                   The borehole diameter, D h, is
                                      d  h  = 5 875 inches
                                            .
                                            d
                                      D =    h
                                       h
                                            12
                                      D = 0 490.  ft
                                       h
                               Using Equation 5-4, the weight rate of flow of the solid rock cuttings in  the annulus
                               is                                      
                                            π
                                                                   40
                                                         .) (. ) 
                                                     2
                                       ˙ w s  =     (. 0 490 ) (62 4  2 8    (60 ) (60 )   
                                            
                                             4
                                       ˙ w  =  . 0 365 lb/sec
                                       s
                               The inside surface of the innertube of the dual wall pipe has a surface roughness of
                               commercial pipe which is e p = 0.00015 ft [1].  Equation 5-15 becomes
                                                               2
                                                              
                                      f =          1          
                                                   .
                                                
                                                            .
                                          2 log   0 198    + 114 
                                               0 00015      
                                                  .
                                      f = 0 018
                                           .
                               Equations 5-13 and 5-14 become, respectively,
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