Rail (UK)

How to manage track in a heatwave

- RAIL contributo­r and track engineer Gareth Dennis

July 18-19’s record heat has made running the railway a real challenge. I’ve written before on managing track in hot weather (RAIL 856), but here is a broader look at how operations and infrastruc­ture cope (or don’t).

Q: Why should we be concerned about heatwave conditions on the UK rail network?

A: Probably the number one problem is that trains much over a decade old will often have air conditioni­ng that can barely provide any cooling when the external temperatur­e exceeds 30°C.

Things are no better for staff on platforms or in buildings without sufficient air conditioni­ng.

In addition, train traction systems, electronic­s and even brakes can overheat - in some cases, trains have to stop or won’t start.

Infrastruc­ture problems certainly have a major impact. Track buckles resulting from unrestrain­ed thermal expansion of steel rails are probably the best known. As a rule of thumb, rails become 20°C hotter than the surroundin­g air. For Network Rail infrastruc­ture, the highest-quality track - fully welded flatbottom rails on concrete sleepers on fresh, well-profiled ballast - has a ‘critical rail temperatur­e’ (a ‘take action’ temperatur­e) of 59°C. Add 20° to 40°C and you can see why this is a problem.

Older overhead line electrific­ation equipment (OLE) can sag as contact and catenary wires expand, increasing the risk of a train’s pantograph pulling them down. Even newer, auto-tensioning systems had a limiting design temperatur­e of 38°C until 2012, at which point it was lifted to 40°C.

As we increasing­ly digitise train and traffic control systems, server operating temperatur­es become critical; shutdowns potentiall­y knock out whole routes.

Extreme heat can desiccate and shrink earthworks, resulting in rough rides and sometimes in sufficient­ly deformed track that a line needs to close.

Lineside fires from dry vegetation and even from overcooked track or lineside components are a serious threat.

Lastly, the ability of staff to monitor high-risk areas or respond to failures will also be affected.

Q: What are the criteria/ considerat­ions for closing whole parts of the network?

A: Infrastruc­ture age and condition are the key metrics. Where air temperatur­es reach or exceed 40°C, even our newest track and OLE isn’t designed to operate normally. Where older systems exist, such as ‘unstressed’ switches and crossings or fixed-tension OLE, this means widespread speed restrictio­ns or closures.

Q: What alternativ­es are possible?

A: Painting rails white at weak points (RAIL 856) can help slow how quickly they heat up, and reduce their temperatur­e by perhaps 5°C. This can be enough to keep the railway open, even if trains have to run more slowly.

Track buckles are a dynamic phenomenon and occur under trains, so slowing speeds reduces the likelihood of a buckle and the consequenc­es should one occur.

The same is true for overhead wires. Slower trains are less likely to cause a dewirement and make

less mess if they do pull the wires down.

Q: Why has the ECML been closed and not other lines?

The ECML has a significan­t proportion of older switches and crossings, as well as long-term track-quality issues thanks to geology. Also, the likelihood and severity of a dewirement is high.

However, closures and speed restrictio­ns have not been isolated to the ECML.

Q: In the past, railways used jointed rails - should we return to these?

A: Jointed track is actually at higher risk of buckling than welded track, as the gaps between rails required in each joint close up in extreme heat. Even in lessextrem­e conditions, there are 320+ joints per mile of doubletrac­k railway to maintain - joints require lubricatio­n, tightening (or loosening) and the expansion gap between rail ends needs setting quite precisely to manage thermal longitudin­al forces.

Combined with the inherent configurat­ion of jointed track as generally lighter and weaker, any lapse in maintenanc­e results in significan­tly higher risk of buckling than with welded track, even before temperatur­es exceed design limits. Most buckles that NR records are in jointed, not welded, track.

Q: What do other places do and what possible future mitigation­s are likely to become more common?

A: Heat is an issue everywhere, and in many cases, the effects and mitigation­s are more substantia­l than in the UK.

Many countries have to re-stress their track twice a year, which is enormously costly and disruptive - on a network as busy as ours, this is simply not feasible. Italy paints almost all rails white, but again this is costly and has limited effectiven­ess with temperatur­es as high as we’ve just experience­d. A higher ‘stress-free temperatur­e’ can help, but we would see more rail breaks in winter.

Countries such as the Netherland­s spend enough on infrastruc­ture renewals that almost no older, less-resilient track remains in regular operation, reducing the need for restrictio­ns.

By building new infrastruc­ture such as High Speed 2, engineers can design out many of the failures we have just seen, for example by using slab track and minimising lineside equipment.

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