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Inspection of  the Forties sea  line


         INSPECTION OPERATION RESULTS


         Each time the inspection vehicle was run through the pipeline, an initial
      assessment was carried out on the recorded data to ascertain both the quality
      of the data and also distance of pipeline  inspected.
         Full  data processing  was  carried  out  at  the  On-Line Inspection  Centre,
      involving transference of data from inspection tape to computer tape. All data
      was then fully evaluated using the extensive computing facility at the Centre.
         The data produced  showed  that  corrosion  was evident  in the  pipeline
      characteristic  of individual corrosion  pitting, general  corrosion  containing
      pitting, large areas of pipe-wall thinning and selective  attack of girth  welds.
      The corrosion was detected  from  the start of the pipeline for approximately
      29km, gradually reducing with distance  from  the launch.
         It was noticed  that within  this area some pipe  spools  existed  that  had
      resisted corrosion  attack even when adjacent pipe  spools had shown corro-
      sion.
         From  the  outset,  it was  necessary  to  produce  the  inspection  results in
      formats that allowed BP to:

            determine the general condition of the  pipeline;
            using  fracture  mechanics  specialists,  to  evaluate  the  effect  of  the
              condition of the  line on its operating integrity;
           determine a derating curve for the  pipeline validated by  subsequent
              inspections.

         As  a  first  step,  a  computer  listing  was  produced  (Fig.7)  giving  weld
      numbers  down  the  line,  relative  distance  between  each  weld,  and  their
      absolute distance from  launch. Values of pipe wall thickness for each  spool
      were  added  to  this list, but  because  of the  very large number of readings
      involved in the inspection process,  the values were  given as:

            1) mean value - average value for each  spool;
            2) maximum value - the  maximum value obtained  in the  spool,  this
              value also showing the presence  of buckle arresters;
            3) minimum value - the value of the thinnest area of pipe in the  spool;
              and
            4)  standard  deviation  -  a  figure  which  gave  an  indication  of  the
              variability of the  wall  thickness  over  the  entire  spool  and  hence
              overall condition  of that spool.




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