Page 493 - Pipelines and Risers
P. 493

460                                                              Chapter 24


           the steady bottom current velocity at the height of the bundle. The bundle is considered stable
           when actual submerged weight is greater than calculated minimum, applying a safety factor  of
           1.1.

           Bundle expansion due to the temperature and pressure of the product in the flowlines shall be
           considered. The geometry of the installed bundle is such tat the flowlines are attached to the
           carrier pipe at the extreme ends only via a solid bulkhead. Over their length the flowlines are
           supported by spacers maintaining their positions relative to and parallel with, each other and
           the carrier pipe. The carrier pipe is supported over its length by the seabed. Expansion of  the
           flowlines exerts loads on the bulkhead which in turn mobilizes the carrier pipe which is itself
           constrained by seabed friction. The bundle is a system with boundaries at a free end and at the
           associated anchor point. The bundle expansion analysis includes determining external and
           internal forces acting  on the system, calculating axial strain of system and integrating the axial
           strain of unanchored bundle to determine the expansion.


           The check on  flowline equivalent stresses is  important especially  with  high  temperature
           applications not  only for the higher thermal loads produced but also the reduction in  yield
           strength with some materials.

           Carrier stresses shall be looked at during the carrier selection and should be reviewed in light
           of the stresses determined during the expansion analysis.

           Design Criteria for Bundle System
           The carrier and the sleeve pipes shall be designed in  accordance with the criteria given in
           Chapter 4. The deduction of  large D/t ratio of  carrier and sleeve pipes on bending moment
           should be  accounted for  in  the  maximum allowable bending moment criterion defined in
           Chapter 4.


           Global equivalent stress in the carrier pipe during installation shall be limited to 72% of  yield
           stress. Local equivalent stress in the carrier pipe during installation shall be limited to 90% of
           yield stress.

           The hydraulic, chemical and temperature monitoring tubes located within the bundles could
           also be designed according to those Chapters.
           The design criteria shall be applicable for the design situations of  installation, hydrotest and
           operating.

           Wall Thickness Design Criteria
           The wall thickness design of  pipes  within the bundle  system shall take  into account the
           following.
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