Completed in 2016, the Lee tunnel is the largest-diameter and deepest tunnel ever built in London. The 6·9 km long, 7·2 m dia., 80 m deep storage tunnel for combined stormwater and sewage was also Thames Water’s largest ever infrastructure project. The tunnel has already cut combined sewage and stormwater overflows from London into the Thames by over 40%. In 2023 it will carry nearly all of the capital’s overflows when the £4·2 billion Thames Tideway tunnel connects into it. This paper describes the design and construction of the award-winning project. Innovations included steel-fibre-reinforced concrete slip-formed shaft linings, launching a tunnel-boring machine from a shaft without a back-shunt, full-round shuttered secondary tunnel linings and water-cooled pump motors.
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1 May 2018
Research Article|
February 05 2018
Lee tunnel project – the first step toward a cleaner River Thames Available to Purchase
Emmanuel Costes, MSc, ENPC, ESTP (Paris);
Emmanuel Costes, MSc, ENPC, ESTP (Paris)
Deputy Project Manager
Vinci Construction Grands Projets, London, UK
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Peter Jewell, MA, MSc, DIC, CEng, FICE;
Peter Jewell, MA, MSc, DIC, CEng, FICE
Engineering Manager
CH2M Hill, London, UK (retired)
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Clarence Michel, MA, ISC (Paris);
Vinci Construction Grands Projets, Brentford, UK
(corresponding author: clarence.michel@vinci-construction.co.uk)
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François Pogu, MSc, ESTP (Paris), CEng, FICE
François Pogu, MSc, ESTP (Paris), CEng, FICE
Project Director
MVB, London, UK
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(corresponding author: clarence.michel@vinci-construction.co.uk)
Publisher: Emerald Publishing
Received:
October 12 2017
Accepted:
December 21 2017
Online ISSN: 1751-7672
Print ISSN: 0965-089X
ICE Publishing: All rights reserved
2018
Proceedings of the Institution of Civil Engineers - Civil Engineering (2018) 171 (2): 69–76.
Article history
Received:
October 12 2017
Accepted:
December 21 2017
Citation
Costes E, Jewell P, Michel C, Pogu F (2018), "Lee tunnel project – the first step toward a cleaner River Thames". Proceedings of the Institution of Civil Engineers - Civil Engineering, Vol. 171 No. 2 pp. 69–76, doi: https://doi.org/10.1680/jcien.17.00044
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