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Environmentally Sound Technologies for Water Resource Conservation, Groundwater
Protection and Remediation
Trenchless Technologies
Water and wastewater infrastructure represent a significant investment on the
part of most municipalities. These investments are sizeable and it is critical
that infrastructure be maintained in good working order to ensure that the benefits
from these investments are fully realized. Where systems have not been maintained,
and in some cases where land subsidence has occurred, the problem of leaking water
distribution and sewage collection pipes can be extensive. For example, experts
have estimated that in the industrialized world, 20-40% of all treated water is
lost as "unaccounted for" water.
Conventional open trench methods, while effective,
can be costly and disruptive in areas where significant infrastructure already
exists, such as buildings and roads. In many cases, trenchless technology systems
can provide an innovative, cost-effective alternative. Trenchless technology systems
are often used for the installation, replacement and renovation/rehabilitation
of underground pipes where personnel entry is not possible. This is usually the
case for pipes up to 900mm diameter.
Before the type of trenchless technology is chosen,
a site visit is made to determine the soil and groundwater conditions surrounding
pipes and ducts. Following this, an inspection is conducted to ascertain the present
condition of pipes. Finally, a location survey is performed to identify any surrounding
pipes or services that may inhibit work in the immediate area.
New Installations
There are several methods of trenchless construction used to install new pipeline
infrastructure. The most common methods are horizontal directional drilling and
microtunnelling.
Horizontal Directional Drilling
Horizontal directional drilling is a trenchless
surface-launched method for installing relatively small diameter pipes. This method
can be used to install various types of pipe, including polyethylene, polyvinyl
chloride, steel and copper. Applications include water, gas and cable installations,
usually in soft ground. Gravel-heavy soils and rock can present difficulties when
using this technique.
Microtunneling
Microtunneling is used when constructing pipelines
where close tolerance for line and grade is required. This method involves the
use of a remote-controlled, laser-guided pipe-jacking system, for which personnel
entry is not required. The process can be used for a range of pipeline diameters.
Microtunneling can be cost-effective compared to
open-cut construction when pipelines are to be installed in congested urban or
environmentally sensitive areas, in unstable ground, or below the water table.
Microtunneling has been used to install concrete, steel, centrifugally spun-cast
polyester resin, fibreglass-reinforced and vitrified clay pipes. PVC pipe has
also been installed using this technique.
Replacement
There are a variety of methods for pipe replacement, whereby rigid replacement
pipes are pushed through an existing pipe or hole in the ground.
Pipe Bursting
Pipe bursting is a replacement method commonly
used in urban centres where the area immediately below the paved surface is often
congested with existing services, allowing little space for replacement of a defective
service with a new line. The existing pipe/hole in the ground thus becomes the
guide for replacement.
Replacement occurs by splitting the defective pipe
and displacing the fragments to enable a new pipeline of the same diameter, usually
polyethylene, to be drawn in. Where increased capacity is needed, an expanding
device, either hydraulic or pneumatic, is introduced into the defective pipeline
to shatter the pipe; then the new line is pulled through.
Pipe bursting is not appropriate in all subsurface
conditions. The forces exerted by the bursting head may adversely affect other
pipelines near the pipeline being rehabilitated.
Rehabilitation
In recent years, rehabilitation of underground pipes by relining the deteriorated
host pipe with an inner pipe or lining material has gained acceptance. The most
common methods are cured-in-place pipe and fold-and-formed pipe.
Cured-In-Place Pipe
Cured-in-place pipe systems enable pipelines to
be repaired from within by inserting a lining material through existing manholes
or other entry points. The liner is composed of a fabric reconstruction tube which
is impregnated with a thermosetting resin. After insertion, the liner is exposed
to hot circulating water or steam and hardens into a structurally sound, jointless
pipe. The rehabilitation liner not only serves to repair the deteriorated structure
of the existing pipe (sometimes referred to as the host pipe or casing), but reduces
inflow, infiltration and leakage, and usually improves the flow characteristics
of the system.
Installation methods for cured-in-place pipe systems
are as varied as the types of materials used. In some cases, the tube is inverted
through the pipe using water or air pressure; in other cases, a winch is used
to pull the tube through the pipe. The curing process usually requires hot water
or steam to be applied to the liner for several hours after it has been formed
within the host pipe.
Fold-and-Formed Pipe
More recently, some companies have introduced systems
that can install folded plastic pipe relining products through a manhole entry.
These systems, referred to as fold-and-formed pipe systems, utilize thermoplastic
materials that have been folded from a circular shape to produce a smaller net
cross-section that can be fed into an existing pipeline. These fold-and-formed
pipe products are usually extruded PVC or high density polyethylene (HDPE) pipe
that is flattened and folded longitudinally. The plastic pipe is fed from a spool
into an existing pipe, then hot water or steam is applied until the liner reaches
a temperature elevated enough for rounding. After rounding, the installed liner
is allowed to cool, producing a snug-fitting liner in the host pipe.
Sliplining
Sliplining is another rehabilitation method where
a new pipeline of a smaller diameter is inserted into the defective pipe and the
annulus (the space between the existing and inserted pipes) is grouted. It has
the benefit of simplicity and is relatively inexpensive; however, there can be
a significant loss of hydraulic capacity.
A modified version of sliplining, often called
close-fit lining, makes use of the properties of polyethylene or PVC to allow
temporary reduction in diameter or change in shape prior to insertion in the defective
pipe. The inserted pipe is subsequently expanded to form a tight fit against the
wall of the original pipe, thus avoiding the need for annulus grouting as in conventional
sliplining. Temporary reduction in diameter is achieved either by mechanical rolling
or drawing through a reduction die.
IETC is developing a user-friendly guidebook on
trenchless technologies for developing countries. This will be done in partnership
with the International Society for trenchless technology (ISTT) in London and
the Trenchless Technology Center (TTC) in Louisiana. A workshop on trenchless
technologies will take place in February, 2001 in Cairo, Egypt as part of this
collaborative initiative.
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