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Urban Water Tunnels

Thames Tideway - Design CAT3 Check

Owner
Service Performed
CAT3 checking of primary and secondary linings of main and connection tunnels at six tunnel junctions. The check included elements of the temporary works: dewatering, pipe arch pre-support and face stability.
Commencement - Services
April 01, 2019
Location
80 Kirtling Street
London
SW8 5BP
United Kingdom
Geology description

The geology transitions from West to East through London Clay, into the complex Lambeth Group (clay, sand and gravel strata) into Thanet Sands, before giving way to the Chalk including flints.

Geology types
Description

The Thames Tideway Tunnel is an under-construction 25km tunnel running mostly under the tidal section of the River Thames through central London. It will provide capture, storage and conveyance of almost all combined raw sewage and rainwater that currently overflow into the river. Once constructed, the main tunnel will have an internal diameter of 7.2m and will run from -30m at Acton, West London for over 25km under central London down to -70m at Abbey Mills in the East. It will connect 34 of the most polluting combined sewer overflows (CSOs), via transfer tunnels. The tunnel will transfer the captured sewage to the Stratford to East Ham part for onward delivery to Beckton Sewage Treatment Works.

Categories
Urban Water Tunnels
Construction methods
Tunneling under
New shaft, connection and main tunnel structures (Courtesy Tideway)
Isometric of connection between SCL and TBM tunnels
Project number
502C1
Project Type
Final cost
£4.2 billion GBP

Thames Tideway

Owner
Service Performed
Review of the current design of the connection between sprayed concrete lined connection tunnels and the main (TBM) tunnel with the aim to propose efficient alternatives.
Commencement - Services
March 01, 2016
Location
80 Kirtling Street
London
SW8 5BP
United Kingdom
Geology description

The geology transitions from West to East through London Clay, into the complex Lambeth Group (clay, sand and gravel strata) into Thanet Sands, before giving way to the Chalk including flints.

Geology types
Description

The Thames Tideway Tunnel is an under-construction 25km tunnel running mostly under the tidal section of the River Thames through central London. It will provide capture, storage and conveyance of almost all combined raw sewage and rainwater that currently overflow into the river. Once constructed, the main tunnel will have an internal diameter of 7.2m and will run from -30m at Acton, West London for over 25km under central London down to -70m at Abbey Mills in the East. It will connect 34 of the most polluting combined sewer overflows (CSOs), via transfer tunnels. The tunnel will transfer the captured sewage to the Stratford to East Ham part for onward delivery to Beckton Sewage Treatment Works.

Activity
Categories
Urban Water Tunnels
Construction methods
Tunneling under
New shaft, connection and main tunnel structures (Courtesy Tideway)
Isometric of connection between SCL and TBM tunnels
Project number
502C
Project Type
Final cost
£4.2 billion GBP
Completion date
Ongoing

City Trunk Line South

Client
Service Performed
Site supervision for SEM/NATM works
Commencement - Services
July 01, 2016
Completion - Services
November 01, 2016
Location
111 Hope St
Los Angeles, CA 90012
United States
Geology description

Wash deposits consisting of moderately dense sand, silty sands and sandy silts.

Description

The constructed tunnel is part of the City Trunk Line project in L.A. (replacement of an existing water trunk line). The tunnel is located at the junction of Riverside Drive and Whitsett Avenue. It is between eight and ten feet in diameter and has a total length of 252 feet. To fit between the existing structures in the ground (foundation piles of a bridge), the tunnel follows an S-shape and is divided into sections with different geometries. The tunnel was built using NATM/SEM construction methods. The primary support measures included fibre reinforced shotcrete, lattice girders and spiles (rebar spiles and grouted pipe spiles).

Activity
Categories
Urban Water Tunnels
Construction methods
South shaft
Completed tunnel section
Project number
420E
Final cost
$14.5 million USD

Ottawa Combined Sewage Storage Tunnel (CSST)

Service Performed
TBM segmental lining design, rock mass grouting design and engineering support services during construction. Value engineering efforts helped increase TBM tunnelling performance by reducing probing ahead.
Commencement - Services
February 01, 2016
Completion - Services
February 01, 2020
Location
110 Laurier Avenue West
Ottawa, ON K1P 1J1
Canada
Geology description

The alignment of the tunnels mainly crosses limestone formations with laminated black shales of varying thickness. The rock is overlain by glacial till, glaciofluvial deposits and fill.

Geology types
Description

The CSST project is part of the Ottawa River Action Plan to greatly reduce the frequency of sewage overflows during storms entering the Ottawa River. The tunnels will hold up to 43,000 m3 of sewage overflow which will be treated and returned to the river gradually. The project comprises design and construction of two TBM tunnels running east-west and north-south along 6.2 km in total, and multiple shafts and support buildings such as odour control facilities. Dr. G. Sauer & Partners supported the contractor with the feasibility study on TBM utilisation. Reduction of probe drilling requirements increased TBM excavation rates, by developing criteria for pre-excavation grouting.

Activity
Categories
Urban Water Tunnels
Final cost
$232,000,000
Construction methods
Special Construction techniques
Tunneling under
Overview plan of the CSST   (http://ottawa.ca)
East West Tunnel under construction (3m tunnel ID)
Excess wet weather flow is sent to the CSST (http://ottawa.ca)
Project number
481C
Final cost
$232 million CAD
Completion date
Ongoing

Erbach Diversion Tunnel

Service Performed
Design of Permanent Cast In-situ and Shotcrete Tunnel Lining for Sewerage Scheme
Commencement - Services
December 30, 1994
Completion - Services
December 30, 1995
Location
Stuttgart , Baden-Württemberg
Germany
Technical data

Length: 825 m, diamter: approx. 3 m, intake cavern: 6 m.

Geology description

Fill, industrial waste material, Limestone, contaminated groundwater.

Categories
Urban Water Tunnels

Combined Sewer Overflow Control Program, Project No. 4 and No. 5

Service Performed
Tunnel Expert Advice Services
Commencement - Services
August 31, 2000
Completion - Services
October 22, 2002
Location
Richmond, VA
United States
Technical data

Provided tunnel expert advice during the excavation and support of an 18 ft diameter 5,500 ft long TBM driven tunnel. Support Type A (80%) with rock bolts and Type B (20%) with ring steel and lagging. Final lining with rein-forced cast-in-place concrete.

Geology description

Light gray to medium gray slightly to moderately weathered Petersburg Granite (quartz, hornblende, biotite); dark grayish, slicken-sided Amphibolite layers (biotite, hornblende, feldspar).

Geology types
Categories
Urban Water Tunnels
Final cost
$30,000,000

Sewer relocation project Karl-Glaessing-Strasse

Service Performed
Detailed design including tender documentation
Commencement - Services
May 28, 1991
Completion - Services
October 19, 1992
Location
Wiesbaden, Hesse
Germany
Technical data

City sewage system: NATM tunnel under compressed air, construction of new scheme located 1 m below operating old brick lined sewage pipe.

Geology description

Tertiary clay, gravel and mud, (ground water table above tunnel roof).

Description

City sewage system: NATM tunnel under compressed air (0.25 bar), construction of new scheme located 1m below operating old brick lined sewage pipe. Steel plate lining is closed to the face (2 m behind) to reduce air pressure losses.

Categories
Urban Water Tunnels
Final cost
$1,500,000
Special Construction techniques
Longitudinal and Cross Section