Page 46 - Pipelines and Risers
P. 46

lntroduciion                                                           19

       -  Pipelaying Reelship
       The pipe reeling method has been  applied mainly in the North  Sea, for line sizes up to  16-
        inch. The pipeline is made up  onshore and is reeled onto a large drum on a purpose built
        vessel. During the reeling process the pipe undergoes plastic deformation on the drum. During
       installation the pipe is unreeled and straightened using a special straightened ramp. The pipe
       is then placed on the seabed in a similar configuration to that used by the laybarge although in
       most cases a steeper ramp is used and overbend curvature is eliminated.


       The  analysis  of  reeled  pipelay  can be  carried out  using  the  same techniques as  for  the
       laybarge. Special attention must be given to the compatibility of the reeling process with the
       pipeline  steel  grade since the  welding process  can  cause unacceptable work  hardening in
       higher grade steels.


       A major consideration in pipeline reeling is that the plastic deformation of  the pipe must be
       kept  within  limits  specified by  the  relevant  codes.  Existing  reelships  reflect  such  code
       requirements.


       -  Pipeline installation by Tow or Pull
       In  certain circumstances a  pipeline  may  be  installed by  a  towing  technique where  long
       sections of  line are made up onshore and towed either on the seabed or off bottom by means
       of  an appropriate vessel (tug or pull barge). The technique has its advantages for short lines
       and for bundled lines where several pipelines are collected together in a carrier. In this case
       difficult fabrication procedures can be carried out onshore. The design procedures for towed
       or pulled  lines are very dependent on the type of  installation required. For example, it is
       important to control the bottom weight of a bottom towed line to minimize towing forces and
       at  the  same  time  give  sufficient  weight  for  stability.  Thus,  a  high  degree  of  weight
       optimization may  be  needed,  which  can  involve tighter control on  pipeline  wall  thickness
       tolerances than for pipelay, for example.


       1.5  Pipeline Simulator
       The Pipeline Simulator System comprises a new  generation of  pipeline modeling tools to
       replace in-house computer programs developed in  the  mid-1980s. New  technology allows
       more accurate FEM analysis of pipeline behavior in order to optimize design and achieve cost
       reductions. The Simulator consists of  in-place modules (global models),  strength modules
       (local models) and LCC (life cycle cost) design modules.


       The in-place modules (global models) simulate through-life behavior of pipelines, including
       the following design aspects:

       -  installation
       -  on-bottom stability
       -  expansion, upheaval and lateral buckling
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