Page 372 - Pipelines and Risers
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Pipeline Inspection, Maintenance and Repair                          343


        18.4.2  General Maintenance Repair
        This section deals with those non-critical repairs which in the short term will not jeopardize
        the  safety of  the  pipeline  and  hence,  can  form  part  of  a  planned  maintenance program.
        Examples include:

           Corrosion coating repair;
           Submerged weight rectification;
           Cathodic protection repair;
           Span rectification procedures;
           Installation of an engineered bacWill (rock dumping).

        Corrosion Coating Repair
        Repairs carried out on the corrosion coat of  a submarine pipeline may be undertaken under
        two differing environments. They are:


           Marine conditions - coating applied in seawater.
           Hyperbaric conditions - coating applied in dry conditions inside a habitat.


        The need for any major repairs at a particular site usually dictates the conditions in which the
        coating repair is carried out.  Repairs to  a subsea pipeline that  involve only repairs to  the
        corrosion coating is unlikely.


        Submerged Weight Rectification
        In  a submerged pipeline system the concrete weight coating provides negative buoyancy. If  a
        loss of concrete weight coating occurs at locations where a pipeline is exposed on the seabed,
        the stability and structural integrity of the system may be affected. If  the condition worsens it
        may  be that some rectification measures are necessary to stabilize and  protect the pipeline
        system. These remedial measures may include:

           Installation of concrete sleeves;
           Installation of engineered backfill;
           Installation of sand or grout bags;
           Installation of stabilization mattresses or saddles.


        For  each  situation  which  arises  the  requirements  for  stabilization and  protection  of  the
        pipeline due to its exposure or loss of weight coating should be analyzed to assess its weight
        rectification requirements.


        Installation of Concrete Sleeves
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