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5 OFFSHORE PIPELINES
                                   During the sixties, offshore pipeline design saw the vigour
                            and strength for a young structured engineering field, as solutions
                            to the practical problems demanded  innovation  and  vision. Such
                            initial  vigour  and  strength  is  documented  in  numerous  scientific
                            papers and research reports of this era. For example, in the 1960s
                            Shell Research and Development carefully studied and advanced
                            the water depth of pipeline. Dixon and Rutledge (1968) published
                            the stiffened catenary solution  for offshore pipelines. In the  mid
                            1960s,  a  straight  stinger  was  used  to  lay  pipe  in  the  North  Sea
                            [Berry, 19681. A patent  for the articulated stinger was  issued  in
                            1969  [Broussard,  et  a1  19691.  The  articulated  stinger  provided
                            major technology advancement in the feasibility of laying pipe in
                            ever-deeper  waters.  For  the  historically  inclined  reader,
                            Timmermans  (2000)  presents  an  interesting  overview  of  the
                            development and achievements of the offshore pipeline design and
                            construction discipline worldwide.
                                   The objective of this chapter is to serve as a reference and
                            guide to the offshore pipeline engineer during the design process.
                            The  following aspects of offshore pipeline design  are  discussed:
                            the  establishment  of  a  design  basis,  aspects  of  route  selection,
                            guidance in sizing the pipe diameter, wall thickness requirements,
                            on-bottom  pipeline  stability,  bottom  roughness  analysis,  external
                            corrosion protection, crossing design and construction  feasibility.
                            These topics encompass the majority of issues regarding offshore
                            pipelines.
                                   Some  issues  not  covered  herein  are  expansion  analysis,
                            curve stability, risers and steel catenary risers (SCRs), analysis of
                            the  installation  of  in-line  appurtenances,  fracture  analysis  of
                            weldments and subsea connections.
                                                    5.1 Design Basis
                                   The first step in offshore pipeline design is establishing a
                            concise  design  basis  document  (DBD).  For  consistency,  every
                            project requires, in its early phase, the establishment of the DBD.
                            This  is  to  be  used  as  a  reference  by  the  design  team  for  the
                            different aspects of  offshore pipeline design. The DBD provides
                            basic project-dependent information, and enables consistency and
                            correctness  of  project  calculations,  reports,  bid  specifications,
                            contract documents, installation procedures, etc, with respect to the
                            fundamental parameters of the project.

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