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[322/03] Francke - Ingenia

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INFRASTRUCTURE<br />

ingenia<br />

26<br />

Figure 4: Aerial view of tunnel section being towed to site<br />

The immersed tunnel was<br />

constructed from twenty prefabricated<br />

concrete tunnel elements. The elements<br />

were cast at a purpose-built factory 12<br />

km north of the tunnel site. Each<br />

element was towed to the tunnel site by<br />

four tug boats and lowered into the<br />

tunnel trench with enormous precision,<br />

using GPS satellite navigation.<br />

The fact that casting took place<br />

under cover allowed for efficient and<br />

smooth production, regardless of the<br />

weather. As a positive side effect the<br />

number of work-related accidents was<br />

subsequently reduced.<br />

Each tunnel element is 176 metres<br />

long, 49 metres wide, approximately 9<br />

metres high and weighs around 57,000<br />

tonnes. Each element was cast in eight<br />

sections at the tunnel factory each of<br />

which was cast in one 30 hour cycle.<br />

Each section was cast against the<br />

previous section and the element was<br />

then gradually pushed out of the<br />

casting hall and on to a ramp, in what<br />

was, in effect, a giant lock system.<br />

When all eight sections were cast and<br />

one complete 176 metre element was<br />

ready, a sliding gate was closed behind<br />

the element, and the basin was flooded<br />

until the element floated.<br />

The element could then be pulled<br />

into the deep end of the basin to await<br />

being towed to the tunnel site. After the<br />

water inside the lock had reached sea<br />

level allowing the element to be towed<br />

out, the next two elements would be<br />

cast. Two parallel production lines<br />

allowed for maximum output and<br />

efficiency.<br />

The towing of the elements<br />

demanded great skill and precision. The<br />

57,000 tonne element was almost<br />

completely immersed during towing<br />

and the changing currents in Øresund<br />

had to be calculated in great detail<br />

before the towing-out. This operation<br />

took place in the Drogden Channel in<br />

Western Øresund, which is an<br />

international shipping route used by<br />

some 40,000 ships per year. Early in<br />

the construction phase a radar station<br />

was established to monitor shipping<br />

and guide vessels through the work<br />

areas thus avoiding any major<br />

accidents. During operations only a<br />

handful of collisions and minor incidents<br />

took place involving work vessels and<br />

shipping, causing material damage only.<br />

Not once was a tunnel element<br />

damaged due to a collision. However,<br />

on 4 August 1998, the accident that<br />

everybody was dreading took place: a<br />

tunnel element was flooded while being<br />

positioned in the tunnel trench. Before<br />

tow-out the tunnel tubes in the element<br />

were sealed off with steel bulkheads.<br />

Due to a number of mistakes one<br />

bulkhead was not properly secured and<br />

succumbed to the water pressure. In a<br />

matter of seconds all five tunnel tubes<br />

in the large concrete element filled with<br />

water, and in accordance with<br />

procedures the element was<br />

immediately lowered into the trench,<br />

but several metres out of position. It<br />

took Øresund Tunnel Contractors eight<br />

weeks to inspect, repair and eventually<br />

move the tunnel element into its correct<br />

position.<br />

During this period the lowering gear<br />

and platforms were attached to the<br />

flooded element so the contractor was<br />

unable to save time simply by building<br />

the tunnel from both sides at the same<br />

time. However the tunnel factory<br />

continued to produce the tunnel<br />

elements and once the flooded tunnel<br />

element had been repaired and placed<br />

in the correct position, the tow-out and<br />

construction of the rest of the tunnel<br />

elements was carried out at high<br />

speed. As a result, despite this major<br />

setback, the tunnel was constructed<br />

ahead of schedule.<br />

The Bridge<br />

For the bridge section, which connects<br />

the artificial island with the Swedish<br />

coast at Lernacken, a cable-stay<br />

design was chosen for the high bridge<br />

due to the weight of the combined<br />

railway and motorway link. The entire<br />

bridge is 7.8 km long of which the high<br />

bridge accounts for 1,092 metres. The

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