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January 12th, 2009 8:26am PST

Trenchless Pipe Rehabilitation

Posted By Alex Ornelas 1 Comment

Most people are unfamiliar with the term “trenchless pipe rehabilitation.” Some other names commonly used are “no-dig,” “pipe breaking,” “trenchless technology,” and “trenchless pipeline replacement.” No matter which name is used, it simply means splitting an old, worn out pipe while inserting a new one ... all at the same time!

Trenchless technology includes many methods for installing and rehabilitating underground utility systems with minimal surface disruption. Basically, it refers to a method of replacing underground pipe work, without digging long trenches that disrupt lawns, sidewalks, driveways, and just about any other property feature that has the misfortune of existing above an underground line!

The trenchless method installs the new pipe by pulling it through the old pipe, even if the existing pipe is collapsed, behind a special breaking head (or cone) that expands a clear channel ahead of the new pipe as it travels underground. One small pit is all that is necessary for most jobs in order to feed the new pipe into the ground … a compact but powerful pulling machine is located at the destination point, often inside a building, to pull the pipe in from the pit.  Here are a few methods used to perform trenchless pipe rehabilitation.

RAMMING METHOD

Dynamic ramming method uses unsteered ramming with pipe propulsion, along with the use of a pneumatic pipe-ramming machine. With these, open steel pipes can be laid beneath railway tracks, highways, and rivers, either as protection or product pipes, with diameters up to 2000 mm for lengths of up to 80 m in the soil without using pressing abutments. The ram is driven by compressed air and has cotter segments to establish a connection between the machine and the pipe. Due to the two gaps in the soil removal cone or adapters, part of the tension of the spoil carried along is released. The application of cotter segments prevents the pipes from flaring up and enables high-quality butt welds of the single pipe lengths. The casing friction of the inner or outer pipe is reduced by bentonite cutting shoes that simplify pipe propulsion by lubricating the pipe. The minimal displacement volume in the area of the cutting shoe eliminates the risk of road surface heave, and means that work can commence even from shallow pit depths. Advantages of the method include surfaces worth conserving are not broken, restoration is not required, low social costs, acknowledged procedure, short set-up times, short pipe-laying times, no pressing abutment, no conveyor spiral, no flooding when working on river crossings, minimal covering, no elaborate pits, simple operation technique, and adaptation to all pipe diameters with a special ram cone.

TRENCHLESS PARRALLEL NO-DIG TECHNIQUE

The trenchless parallel no-dig technique is a further developed and refined version of the water flush drilling method that has been developed by Stadtwerke Schwerte GmbH. It solves the problem of space availability for all sorts of utility lines, by considerably reducing space both above and below ground, thus making it possible to lay a bundle of pipes in a one-step operation without twisting, and trenches in precisely defined distances.

TRENCHLESS PIPE REHABILITATION

Trenchless pipe rehabilitation refers to the method of trenchless pipe replacement through the renewal method, which includes:

DYNAMIC PIPE BURSTING

In the method of dynamic pipe bursting, the bursting machine is pulled by a winch through the old pipe meant to be renewed. During this procedure, the old pipe is destroyed by dynamic impact energy, and the fractured particles are pushed into the surrounding soil, while the new line—in the same width or one size larger—is pulled in at the same time.

PIPE EATING BASED ON MICROTUNELING

Pipe eating is a replacement technique based on microtunneling, where the defective pipe is excavated together with the surrounding ground, as it would be for a new installation. The pipe eating shield is pushed forward along the route of the existing pipeline using hydraulic jacks, located in the drive shaft. The replacement pipes are connected to the back of the tunneling shield. On completion of the drive length, the pipe eating shield is recovered at the reception shaft, leaving a new pipeline in place of the defective pipe.

PIPE EXTRACTION METHOD WITH GRUNDOBURST

Pipe extraction method with grundoburst is the method wherein damaged gas and water lines can be easily replaced by new pipes in the same bore path.

PIPE SPLITTING METHOD FOR TRENCHLESS PIPE REPLACEMENT

Pipe splitting method solves the problem of lead pipes being replaced by plastic pipes to supply potable water. This method was developed by the Water Supply Company of Berlin, in order to carry out trenchless lead pipe replacement within the field of house connections.

STATIC PIPE BURSTING METHOD

Static pipe bursting method with the patented Grundoburst is used to replace old pipes, especially in sensitive soils within the vicinity of other external lines. It is often used for the renewal of potable water lines where stems are pushed through the old line first. The old pipeline is actually cut open by the roller blade, immediately followed by the expansion head. Advantages of this method include: path of the old pipe can be used; bursts grey cast iron, asbestos-cement, stoneware, concrete, and plastic; pipe bursting can also cut ductile grey cast iron and steel new pipe with new longevity improvement of the hydraulic capacity, because the new pipe to be installed is one or two sizes larger; no reduction of the cross section; applicable for all types of damage; good bedding conditions; short equipping time and simple operation technique; and high daily capacity of up to 150 m.

www.waterec.net

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jbringer

February 25th, 2009 11:58 AM PT

There are also a number of other trenchless technologies on the market, including modified sliplining using HDPE, glass-reinforced cured-in-place pipe and lining with polyester-reinforced polyethylene.

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