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(Redirected from Immersed tube tunnel) Type of undersea tunnel Schematics of typical immersed tube typesType A, built upon a shallow trench on the seabed.Type B, built under the seabed level.

An immersed tube (or immersed tunnel) is a kind of undersea tunnel composed of segments, constructed elsewhere and floated to the tunnel site to be sunk into place and then linked together. They are commonly used for road and rail crossings of rivers, estuaries and sea channels/harbours. Immersed tubes are often used in conjunction with other forms of tunnel at their end, such as a cut and cover or bored tunnel, which is usually necessary to continue the tunnel from near the water's edge to the entrance (portal) at the land surface.

Construction

Construction of segments for the second Coen Tunnel in AmsterdamPrefabricated tunnel segments sealed off, ready to be floated to site, and sunk into place

The tunnel is made up of separate elements, each prefabricated in a manageable length, then having the ends sealed with bulkheads so they can be floated. At the same time, the corresponding parts of the path of the tunnel are prepared, with a trench on the bottom of the channel being dredged and graded to fine tolerances to support the elements. The next stage is to place the elements into place, each towed to the final location, in most cases requiring some assistance to remain buoyant. Once in position, additional weight is used to sink the element into the final location, this being a critical stage to ensure each piece is aligned correctly. After being put into place, the joint between the new element and the tunnel is emptied of water then made water tight, this process continuing sequentially along the tunnel.

The trench is then backfilled and any necessary protection, such as rock armour, added over the top. The ground beside each end tunnel element will often be reinforced, to permit a tunnel boring machine to drill the final links to the portals on land. After these stages the tunnel is complete, and the internal fitout can be carried out.

The segments of the tube may be constructed in one of two methods. In the United States, the preferred method has been to construct steel or cast iron tubes which are then lined with concrete. This allows use of conventional shipbuilding techniques, with the segments being launched after assembly in dry docks. In Europe, reinforced concrete box tube construction has been the standard; the sections are cast in a basin which is then flooded to allow their removal.

Advantages and disadvantages

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The main advantage of an immersed tube is that they can be considerably more cost effective than alternative options – i.e., a bored tunnel beneath the water being crossed (if indeed this is possible at all due to other factors such as the geology and seismic activity) or a bridge. Other advantages relative to these alternatives include:

  • Their speed of construction
  • Minimal disruption to the river/channel, if crossing a shipping route
  • Resistance to seismic activity
  • Safety of construction (for example, work in a dry dock as opposed to boring beneath a river)
  • Flexibility of profile (although this is often partly dictated by what is possible for the connecting tunnel types)

Disadvantages include:

  • Immersed tunnels are often partly exposed (usually with some rock armour and natural siltation) on the river/sea bed, risking a sunken ship/anchor strike
  • Direct contact with water necessitates careful waterproofing design around the joints
  • The segmental approach requires careful design of the connections, where longitudinal effects and forces must be transferred across
  • Environmental impact of tube and underwater embankment on existing channel/sea bed.

Tubes can be round, oval and rectangular. Larger strait crossings have selected wider rectangular shapes as more cost effective for wider tunnels.

Examples

See also: Category:Immersed tube tunnels

The first tunnel constructed with this method was the Shirley Gut Siphon, a six-foot sewer main laid in Boston, Massachusetts in 1893. The first example built to carry traffic was the Michigan Central Railway Tunnel constructed in 1910 under the Detroit River, and the first to carry road traffic is the Posey Tube, linking the cities of Alameda and Oakland, California in 1928. The oldest immersed tube in Europe is the Maastunnel in Rotterdam, which opened in 1942.

The Marmaray Tunnel, connecting the European and Asian sides of Istanbul, Turkey, is the world's deepest immersed tunnel at 55 metres (180 ft) below sea level; it is the first rail link crossing the straits. Construction began in 2004 and revenue service began in 2013. The tunnel is 13.6 kilometres (8.5 mi) long overall, of which 1.4 kilometres (0.87 mi) were constructed using the immersed tube technique.

Currently the longest immersed tube tunnel is the 6.7-kilometre-long (4.2 mi) tunnel portion of the Hong Kong–Zhuhai–Macau Bridge, completed in 2018. The HZMB tunnel is set at a depth of 30 metres (98 ft) below sea level. Its length will be surpassed by 1.2 metres (3 ft 11 in) with the completion of the Shenzhen–Zhongshan Bridge in 2024. The SZB project includes a 6.7 km-long (4.2 mi) immersed tube which also will be the world's widest immersed tube, carrying eight traffic lanes. Prior to the completion of the Marmaray and HZMB tunnels, the Transbay Tube in San Francisco Bay, completed in 1969, was the world's deepest and longest immersed tube, at 41 metres (135 ft) below water level and 5.8 kilometres (3.6 mi) long.

The length of both the HZMB and SZB will be surpassed by the Fehmarn Belt Fixed Link connecting Denmark and Germany when it is completed, at an as-designed 17.6 kilometres (10.9 mi) long. Construction started on 1 January 2021.

Largest immersed tubes
Name Image Length Depth Width Completed Location Notes & refs.
Fehmarn Belt Fixed Link 17.6 km
10.9 mi
40 m
130 ft
42 m
138 ft
2028 (est.) Fehmarn Belt in Denmark and Germany
Shenzhen–Zhongshan Bridge 6.845 km
4.253 mi
38 m
125 ft
46 m
151 ft
2024 (est.) Shenzhen and Zhongshan, China Immersed length 5.035 km (3.129 mi).
Hong Kong–Zhuhai–Macau Bridge 6.75 km
4.19 mi
30.18 m
99.0 ft
37.95 m
124.5 ft
2010 Pearl River estuary in Hong Kong; Macau; and Zhuhai, China
Transbay Tube 5.825 km
3.619 mi
40.5 m
133 ft
14.58 m
47 ft 10 in
1969 San Francisco Bay, United States
Drogdentunnelen 3.51 km
2.18 mi
22 m
72 ft
42 m
138 ft
2000 Öresund/Øresund between Sweden and Denmark Four bores: 2×2–lane & 2×1-track
Busan–Geoje Fixed Link 3.24 km
2.01 mi
38 m
125 ft
26.46 m
86.8 ft
2010 Busan and Geoje Island, South Korea
Pulau Seraya Utility Tunnel 2.6 km
1.6 mi
6.5 m
21 ft
1988 Singapore
Raúl Uranga – Carlos Sylvestre Begnis Subfluvial Tunnel 2.367 km
1.471 mi
32 m
105 ft
10.8 m
35 ft
1969 Entre Ríos Province and Santa Fe Province, Argentina
Hampton Roads Bridge–Tunnel (Tube 2) 2.229 km
1.385 mi
37 m
121 ft
12 m
39 ft
1976 Hampton Roads, Virginia, United States
Tuas Bay Cable Tunnel 2.1 km
1.3 mi
11.8 m
39 ft
1999 Singapore
Hampton Roads Bridge–Tunnel (Tube 1) 2.091 km
1.299 mi
21 m
70 ft
11 m
37 ft
1957 Hampton Roads, Virginia, United States
Blayais Nuclear Power Plant Outfall 1.935 km
1.202 mi
1978 Blaye, France
Baltimore Harbor Tunnel 1.92 km
1.19 mi
30 m
98 ft
21.3 m
70 ft
1957 Baltimore, Maryland, United States
Eastern Harbour Crossing 1.859 km
1.155 mi
27 m
89 ft
35 m
115 ft
1990 Victoria Harbour, Hong Kong
Rotterdam Metro (Lines D/E, Nieuwe Maas crossing) 1.815 km
1.128 mi
10 m
33 ft
1966 Rotterdam, Netherlands Immersed length 1.04 km (0.65 mi); total length 1.815 km (1.128 mi) between stations.
Chesapeake Bay Bridge–Tunnel 1.75 km
1.09 mi
11.3 m
37 ft
1964 Chesapeake Bay, Virginia, United States
Fort McHenry Tunnel 1.646 km
1.023 mi
31.7 m
104 ft
25.1 m
82 ft
1987 Baltimore, Maryland, United States
Cross-Harbour Tunnel 1.6 km
0.99 mi
28 m
92 ft
22.16 m
72.7 ft
1972 Victoria Harbour, Hong Kong
Tamagawa Tunnel 1.550 km
0.963 mi
30 m
98 ft
39.7 m
130 ft
1994 Tokyo, Japan
Hemspoor Tunnel 1.475 km
0.917 mi
26 m
85 ft
21.5 m
71 ft
1980 Amsterdam
Monitor–Merrimac Memorial Bridge–Tunnel 1.425 km
0.885 mi
36 m
118 ft
24 m
79 ft
1992 Hampton Roads, Virginia, United States
Marmaray Tunnel 1.387 km
0.862 mi
60.5 m
198 ft
15.3 m
50 ft
2013 Bosporus, Istanbul, Turkey 1.4 km (0.87 mi) immersed tube + 9.8 km (6.1 mi) bored tunnel + 2.4 km (1.5 mi) cut-and-cover
Drechttunnel 0.569 km
0.354 mi
23 m
75 ft
49 m
161 ft
1977 Dordrecht and Zwijndrecht, The Netherlands
Notes
  1. At bottom of tunnel structure

See also

References

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5. "Foundation of a tunnel by the sand-flow system", Tunnels and Tunnelling, July, 1973 by A. Griffioen and R. van der Veen

External links

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