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Prevalent Pipeline Repair Methods and Their Drawbacks


A highly corroded cast iron pipe that is need of repair with Duraliner™

Before Duraliner™… How would you fix this?


Structural:

  • trench replacement
    • major surface disruption at high cost
    • elevated risk of damage to adjacent utilities
  • pipe bursting
    • can increase size but may disrupt surface and impact (damage) adjacent utilities
    • extremely difficult to pipe burst ductile iron water lines
    • there are often restraining fittings and concrete thrust blocks that prevent bursting
  • slip lining
    • reduces inside pipe diameter
    • can reduce flow rate

Semi-structural:

  • close-fit lining
    • relies on host pipe for structural support
    • requires a thick walled liner which greatly reduced inside diameter and flow rate
    • Offers very little protection against external corrosion
  • cured-in-place
    • relies on host pipe for structural support
    • offers no protection against external corrosion

Non-structural:

  • cement-mortar lining
    • reduces inside pipe diameter
    • not good for acidic or hard water
    • does not stop leaks
    • adds no structural life to host pipe
    • offers very little protection against external corrosion
  • epoxy-resin lining
    • reduces inside pipe diameter
    • does not stop all leaks
    • cannot guarantee uniformity of application
    • adds no protection against external corrosion