Page 486 - Trenchless Technology Piping Installation and Inspection
P. 486

436     App endix  D

          Trenchless rehabilitation:  See renewal.

          Trenchless technology:  Also NO-DIG, techniques for underground pipeline
          and utility construction and replacement, rehabilitation, renovation
          (collectively called renewal), repair, inspection, and leak detection, etc.,
          with minimum or no excavation from the ground surface.
          Tube:  The fabric material tube used to carry and hold the thermoset
          resin materials in place against the existing pipe prior to curing.

          Tuberculation:  Localized corrosion at scattered locations resulting in
          knob like mounds.
          Tunnel:  An underground conduit, often deep and expensive to construct,
          which provides conveyance and/or storage volumes for wastewater,
          often involving minimal surface disruption.
          Tunnel boring machine (TBM):  (1) A full-face circular mechanized shield
          machine, usually of worker-entry diameter, steerable, and with a rotary
          cutting head. For pipe jacking installation it leads a string of pipes. It may
          be controlled from within the shield or remotely such as in microtunneling.
          (2) A mechanical excavator used in a tunnel to excavate the front face of
          the tunnel (mole, tunneling head).
          Ultra violet light cure:  See light cure.
          Uncased bore:  Any bore without a lining or pipe inserted, that is, self-
          supporting, whether temporary or permanent. Not recommended except
          in special conditions.
          Underground utility:  Active or inactive services or utilities below ground
          level.
          Upset:  See machine upset.
          Upsizing:  Any method such as pipe replacement or pipe bursting that
          increases the cross-sectional area of an existing pipeline by replacing with
          a larger-diameter pipe.
          Utility tunneling:  It is general approach of constructing underground
          utility line by removing the excavated soil from the front of cutting face
          and installing liner segments to form continuous ground support
          structures. The product pipe is then transported and installed inside the
          tunnel. The annular space between the liner and the pipe is usually filled
          with grout.
          VCP:  Vitrified clay pipe.
          VCT:  Vitrified clay tile or vitrified clay tile pipe.
          Velocity head:  For water moving at a given velocity, the equivalent head
          through which it would have to fall by gravity to acquire the same
          velocity.
          Vinyl-ester:  Resin systems used for many industrial applications
          requiring a higher level of corrosion resistance.
   481   482   483   484   485   486   487   488   489   490   491