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operations are normally rated at 2,000, 5,000, or 10,000 psi working pressure.

                      The  hydraulic  connectors  used  between  the  wellhead  and  the  BOP  and

               between the BOP and the riser are controlled from the surface and are of two basic

               types: mandrel and collet. Mandrel-type connectors utilize hydraulically actuated

               cams to drive locking dogs into the grooves machined into the wellhead. The collet

               connector uses a series of collet fingers to form a funnel configuration to guide the

               connector over the well  hub.  Both types  of connectors  use  AX or VX rings  for

               sealing.

                      Usually,  two  choke-and-kill  lines  are  run  down  to  the  BOP  stack,  either

               integrally  with  the  riser  or  as  independent  lines.  Choke-and-kill  valves  provide

               subsea shutoff of the high-pressure lines and are part of the stack, controlled by the

               BOP control system. Most BOP stacks have connections below all rams to allow


               different  choke-and-kill  hookups,  as  many  operators  have  specific  requirements
               with regard to the placement of choke-and-kill entry lines within the stack.


                      Each choke-and-kill line usually carries two fail-safe close (FSC) gate valves
               near each stack connection. These valves are operated hydraulically. In the event


               of  sudden  pressure  loss,  a  spring  cartridge  in  the  valve  operator  automatically
               moves the valve gate to the closed position. Choke-and-kill valves must be rated


               for the same working pressure as the BOP stack. The upper terminal fitting for the

               choke-and-kill lines on the BOP stack are male stab subs that mate with the female

               connections on the lower riser package.

                      Because of their relative inaccessibility, subsea BOPs demand redundancy to

               an extent not required for surface stacks. As a result, numerous combinations and

               configurations have been tried with mixed success (fig. 6.18). The trend seems to

               be toward a single-stack system (as opposed to a two- stack system where minimal

               low-pressure equipment drills a shallow hole and lower formations are drilled with

               a  smaller  diameter  high-pressure  stack).  However,  the  trend  may  be  reversed  if

               extremely high pressures (greater than 10,000 psi) are encountered frequently in

               floating drilling.
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