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from the bottom of the 30-in. diameter open-ended shoe joint. A
                            stabilizer is positioned above the jet sub to centralize it inside the
                            30- in. casing. The plugs in the running tool are removed, allowing
                            the  jetted returns  to  rise  inside  the  casing  and  spill  out of  these
                            ports onto the ocean floor. Sea water is used as the jetting fluid.
                                   The 30-in. casing string with permanent guide structure and
                            guidelines are run until the shoe joint reaches the mud line. As the
                            formation is washed by the action of the jetting nozzle, the casing
                            is  lowered  slowly  into  the  resulting  cavity.  This  procedure  is
                            continued until the PGS is a few feet above the mud line. With the
                            assembly in its final position, the drill string is rotated to the right
                            to release the housing running tool. The jetting assembly, with the
                            housing running tool, is then retrieved. Formation friction on the
                            30-in. casing is sufficient to anchor and hold the casing in place.
                            The  30-in.  casing  is  considered  installed  at  this  point.  Recently,
                            30-in. casing strings have been drilled or jetted into position using
                            dynadrills or turbodrills (downhole drill motors) within the casing
                            string  instead  of  the  more  conventional  jetting  tool  described
                            above.
                                   The 30-in. casing, usually set to a depth of 80 to 300 ft,
                            provides only structural support and will  not withstand pressure.
                            The depth of the 30-in. casing is determined by the ability of the
                            soil to support the wellhead and other equipment; vertical loading
                            and  overturning  moment  are  the  criteria.  If  riser  is  used  when
                            drilling  hole  for  the  20-in.  surface  casing,  the  ability  of  the
                            formation to withstand the hydrostatic pressure of the mud column
                            in the riser must also be taken into account.
                                   For the 20-in. (or surface) casing, a pilot hole is drilled and
                            then opened to 26 in. This casing normally is set to about 1,000 ft
                            below the mud line. In the past, holes for the surface casing were
                            drilled  with  mud  and  cutting  returns  to  the  sea  bed.  However,
                            shallow  gas  sands  have  caused  blowouts,  so  risers  with  diverter
                            systems are now used. Diverters are low-pressure annular blowout
                            preventers used to direct the flow of fluids away from the rig floor.
                            After drilling, the riser is pulled because it is too small to accept
                            the 20-in. casing connectors. Then the wellhead and casing are run
                            and cemented with returns to the sea floor. While the cement sets,
                            the riser is again run with the BOP stack. With the surface casing
                            sealing  off  the  relatively  low-pressure  formations,  the  higher
                            pressure formations (usually 3,000 ft or more below the mud line)
                            can be controlled.

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