Page 333 - Pipelines and Risers
P. 333

306                                                               Chapter I7


           -  Presence of unfavorable shipping or fishing activity;
           -  Suitability of landfall sites, where applicable.
           17.2.2  Fabrication, Installation and Operational Cost Considerations

           A significant proportion of the total cost to install a pipeline which is directly affected by the
           chosen route is incurred during fabrication and installation. The associated activities are:


           1.  Length of fabricated pipeline pipe (coated);
           2.  Pre sweeping of route;
           3.  Pre lay installed freespan correction supports;
           4.  Post lay installed freespan correction supports;
           5.  Trenching, burying or rockdumping.


           Some or all of these activities will be present within the selected pipeline route. As a general
           rule the design should be performed to:


           -   Minimize length of pipeline required;
           -  Avoid requirement for presweeping;
           -  Avoid pre-lay installed freespan correction supports;
           -  Minimize post-lay freespan correction supports;
           -  Minimize trenching, burying and rock dumping.

           17.2.3  Route Optimization
           Optimization of  pipeline  routing  is  usually  not  performed  as the  route  probably  has  no
           obstruction, is in an accessible water depth and the seabed topography is flat: Hence a straight
           line between the two termination points would  suffice. However, on seabeds with onerous
           terrain  significant  savings  on  fabrication  and  installation  costs  can  be  made  if  route
           optimization is performed.


           To perform a route optimization, reasonably accurate costs for the following activities are
           required

           -   Supply of  additional pipeline pipehnit length;
           -  Presweeping a corridorhnit length, including cost of reduced lay rate due to a smaller lay
              comdor;
           -   Prelay freespan correction supports (each), again including cost of reduced layrate due to
              smaller lay comdor;
           -   Post lay freespan correction supports (each);
           -   Trenching, burying and rockdumpinglunit length (for each).
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