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State of Technology Report for Force Main Rehabilitation, Final ...

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Figure 3-21. Summary <strong>of</strong> Replacement Technologies<br />

3.5.1 Online Replacement. The following sections will cover the online replacement methods in<br />

greater detail and highlight some <strong>of</strong> the recent advances in the trenchless replacement technologies.<br />

3.5.1.1 Sliplining. The second most common method <strong>of</strong> replacement has traditionally been<br />

sliplining, particularly <strong>for</strong> large diameter pipes. Sliplining involves the insertion <strong>of</strong> a new pipe with a<br />

smaller OD than the inner diameter (ID) <strong>of</strong> the pipe to be rehabilitated. Typically, the OD <strong>of</strong> the new pipe<br />

is a minimum <strong>of</strong> 2 inches less than the ID <strong>of</strong> the existing pipe. This can be relaxed <strong>for</strong> smaller diameters,<br />

straight runs, and when there are no <strong>of</strong>fset joints that could interfere with the movement <strong>of</strong> the new pipe.<br />

The most common pipe material used <strong>for</strong> pressure sliplining has been PE. The PE can be in the <strong>for</strong>m <strong>of</strong> a<br />

coil, a long welded string, or discrete lengths. Fusible PVC is now also gaining popularity as a slipliner.<br />

In large diameters, steel, DI, and GRP/FRP pipes have all been used as pressure slipliners. The new pipe<br />

can either be pulled or pushed into the existing pipe. The annulus between the two pipes is <strong>of</strong>ten filled<br />

with a low density grout to anchor the new pipe while increasing its buckling resistance.<br />

Sliplining is a relatively low cost, easy method <strong>of</strong> installation that is not disruptive to adjacent utilities or<br />

structures. All connections and fittings require excavation <strong>for</strong> reinstatement. The main disadvantage is<br />

the reduction in flow capacity from downsizing the inside diameter. This can be <strong>of</strong>fset to a certain degree<br />

by the improved flow properties (lower frictional resistance) that many new plastic sliplining pipes <strong>of</strong>fer.<br />

Another disadvantage is the difficulty in finding any leaks that may develop in the new slipliner. Any<br />

water or sewerage could migrate long distances between the slipliner and the host pipe be<strong>for</strong>e exiting at a<br />

weak point in the host pipe. The external visible evidence <strong>of</strong> a leak could be far removed from the actual<br />

leak in the liner.<br />

Fused Pipe Lengths<br />

Polyethylene, with butt-welded joints, has been used extensively <strong>for</strong> replacement using the sliplining<br />

method. The axial strength <strong>of</strong> a butt-welded HDPE joint is equal to the material, so this makes HDPE<br />

ideal <strong>for</strong> pulling into an existing pipe. Polyethylene pipe is normally sized with the OD equal to the<br />

nominal diameter. However, on large projects, some PE vendors will tool up and custom manufacture a<br />

40

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