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Existing Pipeline Renewal and Replacement Methods        51

              •  Flow capacity problems arising from pipe internal tuberculation
                 and deposits: Lining must present a smooth surface to the con-
                 veyed liquid, which helps maximize the flow capacity of the
                 lined pipe. Due to extremely low friction coefficient of the
                 new liner, it is possible to increase the hydraulic capacity of
                 heavily tuberculated pipes.
              •  Leakage from corrosion holes and failed pipeline: Lining must pro-
                 vide a continuous and pressure-tight envelope inside the
                 existing pipeline which must be designed to effectively span
                 corrosion holes and joint gaps.
              •  Vacuum Collapse: Ensure that the liner will not collapse if the
                 lined pipe is subject to an internal vacuum during the service.
              •  Groundwater level is above the invert level of the existing pipe: The
                 groundwater may enter the annulus of existing pipe and liner
                 through leaking joints/corrosion holes, and others in the
                 existing pipeline. The resulting external hydrostatic pressure
                 of water on the liner has the potential to cause the liner to
                 collapse (buckle).

             Sample design calculations are presented at the end of this chapter.




     2.3  Applicability of Trenchless Renewal
           and Replacement Methods
          Trenchless renewal and replacement methods can be used to  line,
          rehabilitate, upgrade, or renovate  (collectively called renewal methods)
          existing pipelines. There are also methods that can  replace and/or
          enlarge existing pipelines in situ. These methods are collectively called
          in-line replacement methods. Throughout this book, the term “renewal”
          is used when lining methods are applied to extend the design life of
          pipelines. When trenchless methods are used to repair pipelines
          without extending their design life, the term “repair” is used. The
          basic trenchless renewal and replacement methods are presented in
          Fig. 2.3 and can be categorized according to their application for grav-
          ity and pressure pipes, as presented in Table 2.3.
             Factors to be considered while implementing any pipe renewal
          and replacement method and how the method is advantageous over
          other competing techniques include:

              •  Social cost
              •  Life span (durability)
              •  Reliability
              •  Environmental impacts
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