Page 145 - Pipeline Pigging Technology
P. 145

Pipeline  Pigging  Technology


      prior  to  shipping  offshore  to  the  laybarge.  This  reduced  the  amount of
      welding on  the  laybarge, and therefore increased the  laying rate. After  the
      welding was completed onshore to form this double joint, a layer of bitumen
      was applied for corrosion protection, followed by reinforced concrete  infill
      - see  Fig.7. At the  start  of pipelaying,  where  the  concrete  thickness  was
      4.875in, it was found that the concrete infill was cracking and spalling due to
      lack of reinforcement. The double joints were therefore returned to shore,
      and the concrete  infill cut off and replaced with stronger reinforcement. All
      11 features that were reported  by the British Gas vehicle proved to be within
      these double-jointed areas. Therefore, we could confidently link all features
      to  a common construction  process,  and  conclude  that the  features  were
      caused by the cutting off of the field joint prior to replacement.
        It is comforting to conclude that the  11 features reported  by British Gas
      could  independently  be  traced  back  through  the  pipeline  history  to  a
     common fabrication process.
        In parallel to investigating the cause of the features, a fitness-for-purpose
     assessment was performed. This assessment included:

           a  determination  of  the  significance of  the  features  with  respect  to
              current pipeline  operating  conditions;  and
           a consideration of the fatigue  life of the features. The actual tensile and
              toughness properties of each pipe joint was used in the calculations.

        As all 11 features were located in the line pipe itself and not associated with
     girth welds,  plastic  collapse  analysis was used  in determining  their  signifi-
      cance.
        All  the  11  features proved  to  be  insignificant  with  respect  to  current
      operating conditions, and analysis has indicated  that all the features  would
      have survived the  stresses  imposed  during pipelaying, hydrotest and maxi-
      mum  operating  conditions.  Fatigue-life  calculations  have  shown  that  the
      features have a lifespan of over 60 years (the longest time calculated).




        CONCLUSIONS


        Total Oil Marine believes that the use of intelligent inspection  vehicles  is
      a necessary item within the overall inspection programme of a major pipeline
      system. The quality of the equipment now available is able to give the pipeline
      engineer reliable information with respect to:


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