Page 75 - Trenchless Technology Piping Installation and Inspection
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CHAPTER 2






                    Existing Pipeline Renewal


                 and Replacement Methods








     2.1 Introduction
          Trenchless renewal and replacement methods can be used to renew
          both gravity and pressure pipelines. Range of applications include
          sanitary sewers, storm sewers, culverts and drainage structures, pota-
          ble water pipes, natural gas and oil pipelines, sewer manhole struc-
          tures, and so on. Each method has certain capabilities and limitations
          that make them more suitable for specific applications and specific
          conditions. The decision process to select a specific method should
          consider many factors, including nature and extent of existing pipe-
          line deterioration and problems, type of application, pipe geometry
          (see Fig. 2.1), as well as plans for future pipe applications, costs and
          availability of contractors and technology providers. Although numer-
          ous cross-sectional shapes are available, the circular shape is the most
          common shape for a pipe because it is hydraulically and structurally
          efficient under most conditions. A pipe-renewal selection should also
          consider construction cost, potential for clogging by debris, limita-
          tions on headwater elevation, pipe depth, and hydraulic performance
          of the new pipe. The site (soil conditions, surface conditions, and
          availability of space for installation), and project-specific conditions
          (length of pipe, bends, alignment conditions, bypassing requirements,
          future and current land use, and so on) would also influence selection
          of a specific method.
          2.1.1  Existing Pipe Underperformance
          There are a wide variety of factors that affect performance of
          existing pipes. Among these factors, structural loads (soil and live
          loads), corrosion, excessive fluid pressure, inadequate flow capac-
          ity, scour, and erosion of streambed and embankments are most
          common. Existing pipe performance is closely related to the rate of
          deterioration and the service life. Noninspected and nonmaintained
          pipes deteriorate faster than expected due to various service,

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