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developments

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www.read-tpi.com

October 2009 Tube Products International

33

Pressure jacking pipes for sewers

Rehabilitation of potable water pipes

THE municipality of Groningen in the

Netherlands has extended its existing

sewer main, sized DN 1000 and DN 1200.

The gravity sewer main could not

cope with high flow rates, for example

those occurring during heavy rainfall.

To prevent sewage from overflowing

and polluting the environment, the

authorities decided to convert it into a

closed pressure system. With this, and

its extension by 2.4km Hobas CC-GRP

sewer systems, a capacity of 3,000m

3

/h

could be achieved, allowing the line to

easily cope with future needs as well as

the connection of a further village.

Since the line crosses a busy part of the

town of Groningen, Hobas proposed the

use of CC-GRP pressure pipe systems,

which can be installed by open as well

as trenchless construction. As Hobas

GRP pressure pipes can be jacked,

local engineers placing an order for the

company’s CC-GRP, worth €1,222,000

for the complete line. This included five

jacking sections with Hobas CC-GRP

jacking pipes DN 1000 to 1500 and

pressure pipes PN 6, DN 1000 and 1600

m DN 1200, as well as flanges, elbows,

reducers and tees with stainless steel

locked joints.

Several obstacles along the pipe route,

such as roads and a channel, were

overcome by microtunnelling. Due to the

requirements of the road authorities, two

jacking sections running beneath the

highway were realised with cover pipes,

which were delivered by Hobas Benelux,

and the Hobas CC-GRP pressure pipes

were consequently inserted. The largest,

THE shortage of clean drinking water is

a worldwide problem. It is claimed that

more than 55% of drinking water never

reaches the home, due to leaking and

run-down supply pipes. This situation

can be solved at low expense, without

digging and without large investment in

costly equipment.

Tube-In, from MultiLining Products, is a

complete system for the rehabilitation

of potable water pipes and pressure

pipes. Pipes are reconditioned by

pulling an armoured polyethylene

with an outer diameter of 1,500mm, was

positioned beneath highway A7.

The three other microtunnelling sections

were implemented using CC-GRP

pressure jacking pipes PN 6 and flush

FWC couplings. These ran beneath a gas

pipeline, several streets and a navigable

channel, where the installation was

conducted in 12m depth. A 275m long

section with CC-GRP pressure jacking

pipes of 1,280mm outer diameter was

jacked in a curve radius of 1,300m. The

contractor installed an intermediate station

that is required for jacking with over

4,000kN. However, due to the smooth and

non-absorbing outer surface of Hobas

pipes the maximal jacking force did not

exceed 1,800kN, and the intermediate

station was never in operation.

Hobas Engineering GmbH

– Austria

info@hobas.com www.hobas.com

hose through the leaking water pipe,

extending the life of the pipe.

Tube-In has a wall thickness of 2-3mm

and is constructed of a polyethylene

inside layer, a strong armour layer and

an outside layer of polyethylene. This

construction gives a very strong pipe

with a clean and smooth inner surface.

Tube-In fits most pipe dimensions and

may be installed in lengths up to 500m

(1,640ft). It can be used in pipes with

a pressure up to 20 bar (280 psi), and

The Hobas flush couplings used for jacking

S

S

are leak tight and facilitate assembly

accurately follows the shape of the old

pipe, even through bends.

The system is installed by using simple

and inexpensive equipment. The pipe

is first cleaned to remove any deposits,

either with a steel scraper or a Polly-

Pig, a cylinder shaped plug that is

pressed through the pipe several times

by means of water or air. Tube-In is

then pulled through the old pipe, and

when water pressure is restored, Tube-

In will inflate and take the shape of the

host pipe.

MultiLining Products ApS

– Denmark

multiliner@multiliner.dk

Several obstacles along the

S

S

pipe route, such as roads and

a channel, were overcome by

microtunneling