Page 495 - Pipelines and Risers
P. 495

462                                                              Chapter 24


            I Environmental had Combination       I FlowlineContent   I Phase   I
                     ~~
              1 year significant wave and 1 year current   Empty     Installation
              10 year significant wave and 100 year current (if   Product filled   Operation
             current dominates)
              100 year significant wave and 10 year current (if waves  Product filled   Operation
             dominates)
          Allowable Free Spans Design
          Maximum allowable span lengths for the bundle system shall be calculated for both static and
          dynamic loading conditions. Analyses shall consider all phases of  the  bundle design life
          including installation, testing and operation. 1 year wave and current shall be considered for
          as-installed and hydrotest conditions. Combination of  10 year wave and  100 year current or
           100 year wave and 10 year current resulting in the higher environmental load shall apply to
          operational conditions.

          Bundle Expansion Design
          The design shall take into account expansion andor contraction of  the bundle as a result of
          pressure and/or temperature variation. Design pressure and the maximum design temperature
          shall be used in bundle expansion analysis. The presence of the sleeve pipe shall be taken into
          account.


          Bundle Protection Design
          The bundle system shall be designed to against trawl loads outside the trawl free around the
          installations. The flowlines and umbilicals shall be protected against dropped objects around
          the installations. Carrier pipe and bundle towheads shall offer sufficient protection against the
          dropped objects with impact energy of 20 kJ.

          Impact loads from dropped objects for the protection structure design shall be treated as a PLS
          condition.


          Corrosion Protection Design
          Cathodic protection design shall be performed according to relevant codes.
          Cathodic  protection  together  with  an  appropriate  protective  coating  system  shall  be
          considered for protection of the bundle external steel surfaces from the effects of corrosion.
          Sleeve pipe will be protected from corrosion by provision of chemical inhibitors within the
          canier annulus fluid.

          Flowlines within the sleeve pipe will be maintained in a dry environment. Therefore, cathodic
          protection system is not required.

          Bulkheads and Towhead Structure Design
          The bulkheads will form an integral part of  the towhead assemblies. The towhead structures
          shall remain stable during all temporary and operational phases. Stability shall be addressed
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