Page 272 - Challenges in Corrosion Costs Causes Consequences and Control(2015)
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250                                 CORROSION CONTROL AND PREVENTION

           receivers, removal of appurtenances that could cause the pig to become lodged), pos-
           sible reduced throughputs during the pigging operation, cost of pigs, solvents, and
           the cost of disposal of the material from the pipe.
              Rehabilitation of internally corroded pipelines is somewhat more difficult to man-
           age than external corrosion. Internally corroded pipes require cutting out and replac-
           ing the affected sections of the pipeline. Other methods of internal rehabilitation
           consist of pulled liners and epoxy flood coating. Cost estimates for these options
           can vary greatly and predominantly dependent on the extent of cleaning required to
           prepare the internal surface for coating.


           4.11.5  Cost of Operation and Maintenance (Corrosion Control)
           The most effective way to account for all of the related operating and maintenance
           costs associated with corrosion is to examine the total operating and maintenance
           budgets for representative companies (Table 4.22).
              The three specific conditions that make replacement/rehabilitation necessary are:
           (i) severe corrosion damage of a pipeline not cathodically protected; (ii) severe
           coating deterioration leading to increased CP requirements, and (iii) SCC along
           a large area of pipeline. Pipeline integrity management programs are used by
           pipeline operators to determine the locations in which corrosion defects pose a
           threat to safe operation. Repairs at these locations can vary from the installation
           of a reinforcing sleeve to the implementation of a large-scale pipe rehabilitation
           or replacement program. For localized corrosion flaws, the repair process can
           include composite sleeves, full-encirclement steel sleeves, or replacement of a pipe
           segment. For local flaws, the repair process can be handled by company procedures
           and criteria. For large-scale corrosion and/or coating deterioration issues, the
           replacement/rehabilitation decisions must consider both operational and economic
           factors.
              In-line inspections (ILI) are useful in obtaining a profile of defects in a pipeline.
           High-resolution UT and MFL ILI tools can be used to determine the geometry and
           orientation of corrosion defects.
              These inspections can be used to determine the number and locations of
           near-critical flaws that should be examined by a dig program to verify and repair
           the flaw. Using appropriate growth models, predictions can be made on future
           dig/repair and/or reinspection requirements for the ULI inspected line. If the density


           TABLE 4.22  Estimated Costs for Operation and Maintenance Associated with
           Corrosion and Corrosion Control

           Company     Miles of Pipe  Total Costs  Corrosion Costs  Corrosion Cost Per Mile
           A             11 × 10 6  359 × 10 6     15%             $4894
           B             10 × 10 6  707 × 10 6     15%             $10605
           C              5 × 10 6  192 × 10 6     15%             $5760
           Average cost                                            $7086
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