Page 326 - Pipeline Pigging Technology
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Assessment   of pipeline  defects


      preferential corrosion around the pipe circumference, Fig.3(b). The ability of
      the tools to accurately size corrosion on single or repeat runs means that two
      types of assessments are  possible.

         /. Single run: the significance of reported  corrosion can be assessed, using
      the  methods  given  below.  After  this  assessment,  the  corrosion  can  be
      categorized,  according  to  the  requirements  of repair,  e.g.  Fig.4. However,
      where  corrosion  is still active, the  long-term integrity of the  line cannot  be
      easily assessed, and repeat inspections are necessary.

         2. Repeat runs: the significance of reported corrosion can be assessed and
      corrosion  rates  estimated.  Where  corrosion  is  still  active,  the  long-term
      integrity of the line can be evaluated. (Obviously the time between the runs
      must be  sufficient  to allow some measurable corrosion  to  occur.)

         Evaluating    corrosion rates


         The  change  in  wall  thickness  readings  between  two  inspections of a
      corroding pipeline gives a corrosion  rate, Fig.5. This corrosion rate can then
      be used to plan future inspections and also to estimate when the pipeline will
      need  either repair, replacement or downrating.
         Fig.5 is obviously a simplification, as an inspection  report  on a corroded
      pipeline  may include many thousands of metal-loss readings. Fig.6 gives an
      example of the  type of wall-thickness data that can be  expected.

         Application to field      data


         In  a pipeline, each  spool  can  have several hundred  metal-loss readings.
      Therefore,  a variety of wall-thickness measurements are available:

            (a) mean metal loss in each spool  or the entire pipeline;
            (b) maximum metal loss in each  spool or the entire  pipeline;
            (c) distribution of maximum and mean metal loss for the entire pipeline;
            (d) distribution of metal loss in a  spool.

         Following a repeat  inspection,  changes in all the  above will be available.
      This causes problems in determining corrosion rates and focussing  attention
      on  spools which may be corroding at a high rate, particularly if the data are
      for a long pipeline. It is therefore necessary to somehow  'filter' all the data to
      obtain  information on the worst  spools with the highest  corrosion  rates.


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