Page 652 - Air and Gas Drilling Manual
P. 652

12-16    Air and Gas Drilling Manual
                                   The  hydraulic  radius  is  defined  for  this  flow  path  opening  (area  above  the
                               horizontal dashed line) as [5]
                                      R  =  flow cross - section area                  (12-1)
                                       h
                                              wetted perimeter
                               Note, the hydraulic radius term is not a true geometric radius.
                               The flow path opening cross-section area is
                                      a  fp  = 11 965 in 2
                                             .
                               The wetted perimeter is

                                      s  wp  = 16 147 inches
                                              .
                               Equation 12-1 becomes
                                             .
                                      R  =  11 970
                                       h
                                           16 147
                                             .
                                      R h  = 0 742 inches
                                            .
                               The effective hydraulic diameter of the is flow path opening is [5]
                                      d  h  = 4  R h

                                      d  h  = 4 0 742)
                                             (.
                                            .
                                      d  = 2 965 inches
                                       h
                                   If the return flow were channeled to  the  annulus  space  above  the  drill  string,
                               then the flow velocity would be higher than if the flow were channeled through an
                               ideal annulus space with  equal openings on all sides of  the  drill  string  (assuming
                               constant volumetric flow rate).   Thus,  the carrying capacity of this  higher  velocity
                               channel above the drill  string  should  be  high.    But  there  are  protrusions  of  tool
                               joints  into  this  “path of least resistance” which  will  cause  cuttings  to  be  dropped
                               into  the low side of the borehole in  spaces that  do  not  have  high  velocity  flows.
                               Therefore, saltation of  cuttings  into  the  low  side  of  the  borehole  is  unavoidable.
                               Thus, the only way to  avoid unmanageable saltation accumulations in  the low side
                               of the borehole will  be to  drill  (directionally by sliding  the drill  string) for a  drill
                               pipe joint, then pull the drill string back a stand of joints  in  the mast and blow the
                               hole clean before going back to  bottom  and continuing sliding  and drilling.    This
                               careful cleaning process while sliding the drill string appears to unavoidable.
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