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102    Cha pte r  T h ree

          concentrated slug of chlorine is added to the pipe and slowly forced
          through the system. The concentration of the slug is monitored and if
          the free chlorine residual drops below 50 mg/L, additional amount of
          chlorine is added. Several utilities use this method at a concentration
          of 300 to 500 mg/L. Disposal and treatment of the heavily chlorinated
          water can become a problem with this method (ANSI/AWWA,
          2005).


          3.9.4 Ozonation
          Ozone being an unstable molecule of oxygen, which readily gives
          up one atom of oxygen providing a powerful oxidizing agent, is
          toxic to most waterborne organisms. Ozonation is an effective
          method to inactivate harmful protozoans from forming cysts.
          This method also works well against almost all other pathogens.
          Ozone gas is prepared by passing oxygen through ultraviolet
          light or using a “cold” electrical discharge. To use ozone as a dis-
          infectant, it must be created on-site and added to the water by
          bubble contact.

          3.9.5 U.K. Method
          According to “Technical Guidance Notes No. 4—Distributor System
          (Renovated Mains),” contained in Principles of Water Supply Hygiene
          and Technical Guidance Notes, the lined pipe must be disinfected using a
          maximum of 0.013 oz/gal (100 mg/L) of free chlorine. After the dis-
          infection, the lined pipe must be flushed for a minimum period of
          one hour at a velocity of 1.64 ft/s (0.5 m/s) for available water pipes
          before return to service. For lined pipe sections with dead ends, a
          flow regime must be established such that the residence time does
          not exceed one hour in the first 24 hours of service after recommis-
          sioning (Water UK, 2007).



     3.10 Pipe Sample Testing
          Table 3.3 presents some of the coatings and lining testing methods
          based on ASTM standards.



     3.11 Quality Control
          The liner quality must be acceptable if proper cleaning and application
          procedures are followed. Project documentation, for delivery to the
          project owner, may include testing results from laboratory (if required);
          printouts from the lining rig, postinspection DVD, and so on. Table 3.4
          presents a description of common defects found after the application
          of the lining and its recommended prevention and remedies.
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