2014
DOI: 10.1680/ensu.13.00014
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The design of thermal tunnel energy segments for Crossrail, UK

Abstract: Significant heat is generated by underground trains, particularly when braking, stopping at platforms and accelerating away from stations. A complex ventilation system including shaft, fans and under-platform extraction thus has to be designed to manage the rising temperature in tunnels and stations. This conventional approach results in high energy consumption for running the fans and neglects the possibility to use the extracted heat above ground in buildings. Lining underground rail tunnels with heat-exchan… Show more

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Cited by 41 publications
(16 citation statements)
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“…The influence of the distance between the pipes in the lining and the tunnel intrados (i.e., the pipe embedment) is investigated by considering that a minimum distance of 200 mm is often required to protect pipes from fire effects (Nicholson et al, 2014). To be representative for any thickness of tunnel linings, the pipe embedment is expressed in normalised form via the ratio between the distance from the intrados, s [mm] i , and the lining thickness, t [mm] l , i.e.…”
Section: Pipe Embedmentmentioning
confidence: 99%
See 1 more Smart Citation
“…The influence of the distance between the pipes in the lining and the tunnel intrados (i.e., the pipe embedment) is investigated by considering that a minimum distance of 200 mm is often required to protect pipes from fire effects (Nicholson et al, 2014). To be representative for any thickness of tunnel linings, the pipe embedment is expressed in normalised form via the ratio between the distance from the intrados, s [mm] i , and the lining thickness, t [mm] l , i.e.…”
Section: Pipe Embedmentmentioning
confidence: 99%
“…With most of the lines built underground and 162 km of tracks excavated using full face tunnel boring machines, the 'Grand Paris Express' offers a major opportunity for implementing energy segmental linings. This implementation would follow one energy segmental lining project constructed with subsequent actual energy exploitation (Frodl et al, 2010), as well as other applications that explored the thermal activation of urban tunnels as energy tunnels (Nicholson et al, 2014;Barla et al, 2016).…”
Section: Introductionmentioning
confidence: 99%
“…A finite element thermal-mechanical model was developed using a multi-physics software to simulate the thermal performance of the TES system by analyzing how different heat extraction rates affect the temperature of the heat carrier fluid. The results showed that heat extraction rates are limited by the risk of fluid freezing and can reach up to 30 W/m 2 [38]. A similar system was proposed by [39], who numerically analyzed the feasibility of developing an energy tunnel in Turin.…”
Section: Waste Heat Recovery From Railway Tunnelsmentioning
confidence: 79%
“…A different design approach must be taken when dealing with underground rail systems built with mechanized tunneling. A design of railway tunnels with absorber pipes embedded within segments of the tunnel lining, namely the tunnel energy segment (TES) system, was analyzed by the authors of [38], who showed how cooling can be provided to the Crossrail tunnels in London while waste thermal energy is harvested to heat nearby buildings. A finite element thermal-mechanical model was developed using a multi-physics software to simulate the thermal performance of the TES system by analyzing how different heat extraction rates affect the temperature of the heat carrier fluid.…”
Section: Waste Heat Recovery From Railway Tunnelsmentioning
confidence: 99%
“…The shallow ground surrounding an old overheated subway system thus has a large potential of low enthalpy energy that can be used for low-grade heating and cooling purposes. Advances in ground source heat pump configurations makes it possible to consider extracting this geothermal energy in an efficient manner (Nicholson et al 2014). Recent applications have shown successful integration of geothermal systems with underground tunnels using heat exchanger pipes in tunnel lining, such as in the Channel tunnel, Lainzer tunnels (Franzius and Pralle 2011), and Stuttgart Metro U6 (Schneider and Moormann 2010).…”
Section: Introductionmentioning
confidence: 99%