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High-speed rail technologies

The Institution of Mechanical Engineers frequently organises topical seminars with excellent speakers. This one was no exception with speakers such as Jim Steer and Andrew McNaughton. The timing of the event was to celebrate the success of the UK’s High Speed Train (HST), which has been responsible for transforming the image of inter-city rail travel since it entered service on 4 October 1976. It was the 08:05 London Paddington to Bristol Temple Meads, although one member of the audience was on what he was told was the first train which departed from Weston Super Mare. Perhaps there was a first “up” and a first “down” train?

As Andrew Mellors, deputy managing director and engineering director of GWR said, as he introduced the event, the purpose was not to rake over the history of the HST, more to nod to its history whilst looking forward at the technologies that are required for today’s and tomorrow’s high speed lines.

Yesterday

The first presentation was by another Andrew – Andrew McLean, the head curator at the National Rail Museum in York. His title of “The Most Successful Train in the World?” referred to the impact of the HST. His assertion was that the UK has always been in the forefront of high-speed railways ever since Stephenson’s Rocket travelled at the unheard of speed of 30mph, and that the times when the UK appeared to be in the speed wilderness were mere blips of history.

Andrew treated the audience to a gallop through railway development in the nineteenth century before going on to the era between the two World Wars, immediately following the formation of the “big four” railway companies. He focussed particularly on the London and North Eastern Railway and its chief mechanical engineer (later Sir) Nigel Gresley, who pushed the envelope to and beyond 100mph.

Gresley was a man who travelled widely and had befriended Ettore Bugatti, from whom he learned the importance of streamlining. He applied these ideas to the A4 pacific locomotives, but also to the rest of the train with articulated coaches where the gaps between coaches with ‘India-rubber fairings’, and a streamlined observation car minimised turbulence following the train.

Andrew also emphasised the importance of LNER’s publicity and service that accompanied the streamlined trains, with the train as the very visible and marketable ‘face’ for the offering.

The second World War and nationalisation almost certainly extended the life of steam in the UK by about 20 years, and the story moves to the 1960s where there was both an urgent need to do something about the competitiveness of long distance rail and to solve some fundamental problems of keeping trains on the track at higher speed. Andrew mentioned three people who were transformational in UK railways and had influence worldwide.

Dr Alan Wickens led the research work to understand why high speed trains were prone to derail and to provide solutions, leading directly to the work on the Advanced Passenger Train.

Terry Miller, then chief mechanical engineer of British Railways, led the development of the HST and the strong, light and spacious Mark 3 carriage; and Kenneth Grange designed the iconic and timeless “face” of the HST. Andrew argued that these three men had a transformational impact on the UK’s long distance passenger services. Together with the Deltics on the East Coast, and the ‘sparks effect’ on the West Coast main lines, BR had products that could be marketed well, and developed the ‘Inter-City’ brand, with the HST and Mark 3 coach featuring strongly in advertising. The HST still holds the world speed record for a diesel train of 148mph, recorded in 1987.

Andrew concluded that the HST has had a transformational impact on the UK economy (for example, people now commute to London from York) and is going to continue in front line inter-city service in Scotland until the end of the 2020s, still retaining the timeless good looks designed by Kenneth Grange all those years ago.

Today and tomorrow

The keynote address was given by Karen Boswell OBE, managing director of Hitachi Rail Europe. Her message was that high speed has been good for Britain. Moving on from the success of the HST, she talked about the contribution of the class 395 trains to the economy of Kent, how these trains have halved the journey time to Ashford and that the domestic high speed service carries half the passengers that use the High Speed 1 route.

The success of this fleet has established Hitachi’s reputation in the UK and has led to the orders for high- speed trains for East Coast, Great Western Railway and Trans Pennine Express as well as inter-regional trains for the Edinburgh-Glasgow route.

Karen’s message emphasised connectivity, creativity, collaboration, and engagement with people at all levels, whether customers or employees. Moreover, she highlighted that high-speed lines are successful the world over. Don’t let critics talk HS2 down, she said.

Practical lessons of high speed

Jim Steer, who set up Steer Davies and Gleave in 1978 and has been a champion of high speed rail for over three decades, talked about what can be learned from 125mph operation in the UK, from High Speed 1 and from the experience of France.

Jim highlighted that, as 125mph operation spread through the UK, journey times fell, stimulating more journeys and land development. Many of these improvements took place at roughly the same time as other developments including motorways, housing and retail. As such, it was not easy to attribute which activity contributed most to the economy. Complicating the picture is the green belt land around most of the UK’s major cities, which means that development might not necessarily be allowed to happen. He cited examples of Doncaster and Newport, which received high speed trains but did not receive significant economic development.

Photo: shutterstock.com
Photo: Paul J Martin/shutterstock.com

For his section on HS1, and with reference to the fears of many of HS2’s neighbours, Jim recalled that the Eurostar train is comparatively noisy and that it was the subject of many complaints when running over the old boat train route on the Southern electric network. These complaints ceased when HS1 opened. His point is that a well-designed high-speed railway is generally not intrusive on neighbours’ lives. The key points included:

  • HS1 has stimulated development around Kings Cross/ St Pancras whilst Ebbsfleet has yet to catch up;
  • HS1 was justified on forecast Eurostar numbers that have never been forthcoming although the introduction of the domestic high-speed service has delivered, overall, passenger numbers in line with forecasts;
  • Reliability of the HS1 infrastructure is very high;
  • Infrastructure needs to be flexible and this flexibility has value for uses not envisaged when the line was built, such as the HS1 domestic service.

France

With its main cities tending to be separated by significant distances, France was an ideal location to grow high-speed rail. For example, the first high-speed line, from Paris to Lyon, currently runs trains in just two hours. By comparison, a car journey takes four hours and, unless you are close to either airport, flying is slower than the train.

The success of the high-speed lines is well known; France is currently constructing four more lines, and the risks and rewards have become well enough understood to make a Public Private Partnership viable. Jim also highlighted that countries which have commenced building high speed lines have always built more of them.

He added though, that a number of lessons have been learned. France expanded TGV services but has recognised that secondary routes have been neglected. Furthermore. the president of SNCF has declared that railways are guilty of underestimating long term growth, that more cross-Paris travel routes should have been provided and that strategic thinking should be applied to linking every major town and city, and not just be Paris- centric.

In closing, Jim Steer made several points. Mixed traffic railways are not efficient users of capacity, and taking long-distance fast journeys off existing lines provides the opportunity to improve the offering on those existing lines.

The HS2 business case assumes best-case growth of about 2.8 per cent, although current actual growth is significantly greater than the HS2 best case.

And the key to the success of high-speed lines is improved connectivity, both for customers and for regional economies.

What Can the UK learn from Japan?

Felix Schmid, director of education at the Centre for Railway Research and Education at Birmingham University, compared the European and Japanese approaches to high-speed rail or, as he asked, “Is it all about speed?”

Starting with a little self-deprecation, Felix told his audience: “I visited Japan thanks to Central Japan Railways’ exchange programme. I had read lots about Japan, about its railways and the Shinkansen and I was convinced that I would learn nothing new! And then I understood…”

Felix highlighted the essential truisms of high-speed rail everywhere – bringing communities closer together – and contrasted some of the engineering approaches in Britain and in Europe with those adopted in Japan. He illustrated how the Shinkasen developed on Honshu island, which is slightly smaller than Britain but has nearly twice the population.

More significantly, the Tokyo – Osaka corridor (about 500km apart) represents less than 25 per cent of Japan’s land mass, but has nearly 60 per cent of the population and more than 60 per cent of Japan’s economic activity. It was between these two cities that the Tokaido Shinkasen opened in 1964, partly to reduce journey times and partly to improve capacity.

The opportunity to increase services on Japan’s conventional 1067mm gauge mixed traffic lines was small. The Japanese decided to create the new line using standard gauge, dedicated solely to the high-speed service, thus not importing any of the issues that might affect the narrow-gauge lines. From opening, the reliability of the service has been legendary, with average delays of less than six seconds per train.

In covering the expansion of the network, Felix superimposed the network onto a light pollution map showing the distribution of Japan’s urban population, and how, in the interests of connectivity, both dense and lightly populated areas are served.

Felix moved onto railway system design, where there are some differences in approach between Europe and Japan. As the Shinkansen has always been a dedicated system, Japan has developed its infrastructure based on the needs of the train. For example, the Japanese engineers determined that a width of almost 3.4 metres was required to accommodate rows of 3+2 seats in standard class. This determined the structure gauge and track spacing.

Photo: Shutterstock.com
Photo: shutterstock.com

However, in the desire to build stations in densely populated areas, where people want to go, land take had to be kept to a minimum. It became usual, therefore, to specify quite short turnouts with an operating speed of 75km/h. For these not to be a constraint, trains with high acceleration and braking rates were specified.

Conversely, in Europe, it is quite common for high-speed trains to have their own infrastructure and also to use the existing infrastructure at ends of the line, sometimes for a considerable distance. Thus, the vehicle gauge has to be compatible with the existing lines, which is almost always smaller than in Japan.

In Europe, space is often made available for longer, 230km/h turnouts from the main line to a deceleration track and then 95km/h into platforms, with the reverse for acceleration. These turnouts are rated at more or less the correct speeds for the deceleration (and acceleration) curve of the trains, and thus a stopping train will get out of the way of a following train with minimal impediment. The higher the throughput required, the more important this becomes, particularly if the stopping pattern is irregular.

However, 230km/h turnouts are very long and require considerable track equipment to make them work, resulting in issues for maintenance and reliability.

Felix’s point was that the high-power train and simpler infrastructure provided a number of benefits such as:

  • High ratio of motored axles increases acceleration andbraking rates – the latest Japanese trains have all axlesmotored;
  • All axles motored opens the way for purely electro-dynamic braking (270km/h to 30km/h);
  • Low speed (75km/h) turnouts have multiple benefits:» No need for swing nose crossings / moving frogs;
  • Low complexity and cheaper to buy and renew;
  • Reduced land take and lower track forces;
  • Replacement in one five-hour maintenance window.
  • Low technology maintenance is flexible.

Felix also stated that all aspects of a journey need to be considered in the planning of high-speed lines. His example was a three-hour journey where only 90 minutes are on the train. If a high-speed line allows the on-train time to be reduced to 60 minutes, the saving in on-train time is one-third but the saving on the overall journey is only one-sixth.All phases of a journey, both value-adding and non- value-adding, need to be considered. Non-value-adding elements include having to wait 10 minutes to buy a ticket or walking up and down the train to find a seat.

He also illustrated the sort of analysis that can be undertaken to minimise the activities necessary at terminus stations (other than disembarking and embarking passengers). He compared this with what the low cost airlines have done to minimise time on stand at airports.

Developments in high-speed rail

Andrew McNaughton, technical director HS2, has over 40 years in the industry or, as he put it “40 years of mistakes and they call it wisdom”. Andrew’s approach was to emphasise similarities, not differences, because, he said in his understated way, “the laws of physics are pretty much the same worldwide”.

High-speed rail is over 50 years old, has been adopted across the world and has all been built to similar technical standards. Andrew illustrated the point with a photograph taken in Korea of a train to largely French standards on track to largely German standards.

Highlighting some different approaches to optimising requirements that can possibly be conflicting, such as connectivity, capacity, reliability and availability, Andrew described how there are broadly three categories of high- speed lines in different countries/continents.

In Asia, closed systems are preferred, with high-speed trains running solely on dedicated infrastructure. This tends to produce the highest capacity and reliability.

France, Italy, and the UK have generally adopted high- speed infrastructure where only high-speed trains run, but some of those continue on existing ‘classic’ lines to destinations beyond the high-speed network. There is generally high capacity on the high-speed line.

Germany, Austria and Switzerland have built new high- speed lines that allow mixed high speed, conventional and even freight trains to operate to destination on existing lines. These tend to have lower capacity reflecting limited demand.

Andrew talked about the discipline and opportunities offered by closed systems which are similar to those of a metro – managing all aspects of the operation to maximise capacity. The issue of demand is critical, there’s no point building the railway if the demand isn’t there. Moreover, if there is demand for a new railway, then it might as well be build it as a high-speed one – the additional cost is comparatively small and the benefits are significant.

Moving onto HS2, Andrew reiterated that HS2 is all about capacity. Britain is growing. In 2008 the population of England was about 52 million, by 2033 it’s estimated to rise to 60 million and to 70 million by 2050. He illustrated the UK with a light-pollution map and superimposed the path of the Y-shaped HS2 line to illustrate that it is planned for HS2 to go where the people are located.

Photo: shutterstock.com
Photo: Muratart/shutterstock.com

Andrew outlined the operational specification for the core section:

  • Capacity: up to 18 services per hour each way of up to1,100 people per train, which represents roughly the capacity of three 3-lane motorways;
  • Availability: operational hours 05:00 to 24:00 (0:800 onSundays);
  • Reliability: average delay less than 30 seconds per service;
  • Journey times will be based on up to 360km/h maximum speed balanced with environmental impact;
  • Reduction of whole journey time – station design,service frequency will both be part of the mix.

He then moved on to infrastructure maintenance specification. Bluntly, he said infrastructure maintenance is still in the dark ages. Anyone running trains at speeds of 100m/s or more (360km/h) really ought to know on a continuous basis that it’s safe to do so and it should rarely, if ever, cause service-affecting delays. His outline maintenance specification is thus:

  • Automation of examination/condition monitoring;
  • Preventive servicing;
  • Mechanisation of maintenance (replace not repair);
  • Largely rail-based;
  • Standardised elements;
  • ‘Factory’ approach throughout.

Building on his comments about the whole journey, Andrew showed a number of cartoons that had been produced when interviewing potential customers on their wants and needs from the stations. The challenge for the designers is to provide for many thousands of individual journeys and all sorts of individual needs, but common factors emerge such as ‘no barriers’ and ‘no steps’.

Andrew foresaw that customers should be able to navigate the station to their train using satnav style spoken instructions though their smart phone, based solely on knowledge of their current location and their train time/seat number. Clearly there are a number of developments required to make all this happen, not least the ticketing system to enable ‘barrierless’ travel.

His team is already modelling the performance of the line as it is being designed using BIM (Building Information Modelling), which allows all elements to be integrated in a virtual world to ensure they all work together before anyone starts building anything.

Metro – a digital incubator for high-speed rail

Andrew Love and Doug Blanc of SNC-Lavalin argued the proposition that the integrated approach of modern metros provides a working model for closed system high- speed systems.

For example, metro CBTC systems do today what it is hoped the ETCS level 3 might do at some point in the future. However each supplier’s CBTC system is proprietary and the trains and infrastructure both have to have the same system.

It is also fair to say that few, if any, metro CBTC systems cope well with freight (engineers’ trains in metro-speak). Metros usually have the advantage of integrated management, ability to specify the whole system and have relatively small fleets/infrastructure compares with most main line railways. However, taking the system design principles and applying them to the HS situation is a valid proposition.

All in all, it was interesting to hear of the various developments, both in the UK and overseas. Whilst there were some differences of opinion, speakers generally agreed on the way forward. The only significant divergence of view was about the proposed station track layout and length of points, with Felix Schmid advocating the Japanese short points whereas HS2 is proposing something that takes up more space but is likely to have headway benefits.

Andrew McNaughton summed it up pretty well when he said, in response to a question, “Well, decisions have to be made”.

Written by Malcolm Dobell

Collaborating on the Red Arrow

The term “Jack of all trades, master of none” dates back to Elizabethan times, with one William Shakespeare being on the receiving end of an early version. Today’s railway industry is very complex technically. The supply chain is made up of many small companies, each with its own specialisation, and several giants who provide a broad range of services and products. To prevent them being “masters of none”, they employ a host of specialist engineers and technicians, masters in their own fields, and combine that knowledge and experience to provide a complete offering.

Even so, every company will still have its strengths and weaknesses. The latter may not necessarily be technical, but could be geographical or political.

On many occasions, the company’s strengths allow it to win supply contracts from its customers. However, there are occasions when the weaknesses might prevent that, or at least throw the result into doubt.

Pragmatic managers are therefore quite prepared to collaborate with other concerns whose own strengths and weaknesses counteract theirs. Joined in a collaboration or joint venture, the result should be almost only strengths, and very few weaknesses.

Planning for speed

This was the case when Italian state railways (Ferrovie dello Stato – FS) first started to consider a new very-high-speed train for its Eurostar Alta Velocità Frecciarossa (Eurostar high speed Red Arrow) services operating Turin-Milan-Florence- Rome-Naples. New lines from Milan to Bologna (opened 2008) and Bologna to Florence (2009) would then combine with the older Direttissima line (1977-1986), resulting in a high-speed corridor between Milan and Rome. Another new line (completed 2009) would take trains on to Naples.

To have a train design ready for the new route, Bombardier and AnsaldoBreda (now Hitachi Rail Italy) started working together in 2008. A design office was established by the joint venture at Bombardier’s Hennigsdorf plant, pulling together experts from various locations around Europe.

“It was not just Germans and Italians,” remembers Marco Sacchi, Hitachi Rail Italy’s head of engineering. “There were Spanish engineers from Trápaga, bogie designers from Derby and an electrical power team from Västerås in Sweden.”

Bombardier personnel were responsible for the concept and detailed design of the trains, the provision of propulsion equipment and bogies, as well as project management, engineering, testing, homologation and commissioning of the first five trains. AnsaldoBreda personnel were looking after the industrial design, carbody, interior, interior systems, doors and signalling, together with final assembly and commissioning of the series production trains. Both parties were involved in detail design and engineering activity.

“But everybody worked in one office,” adds Marco. “It was a strong team to develop the train. It was a very challenging time, the customer had big demands for both technical solutions and aesthetics.”

brand2

In terms of performance, the team was working to produce a train capable of 350km/h (217mph), even though the high-speed lines had not yet been upgraded to allow for running at that speed.

As for the aesthetics, Italy has more than its fair share of design houses that have, over the years, produced some stunning cars. It was to one of these, Bertone, that the joint venture turned to design the shape of the new train. The design brief was complex. Bertone was asked to come up with a style that represented “elegance and speed”, but it would have to include crash protection, meet driver visibility standards and also take account of the functionality of the headlights in terms of international railway standards.

The result was an elegant cab with an elongated nose that incorporated the crash protection structures. The joint venture team checked the submitted design, both theoretically and in the wind tunnel where drag coefficients and crosswind stability were assessed, and found that it didn’t need any changes. The Bertone design had ticked all the boxes.

Changed requirements

After two years of hard work, the design was ready. The team only had to wait for the official invitation to tender and then submit its proposal.

But…

When the documents were opened, all was not as expected. FS, and operator Trenitalia, was now looking for a train with a maximum operating speed of 360km/h, not 350. In addition, the train would have to be able to operate in seven countries across Europe and there was a requirement for condition-based maintenance.

With six months to revise the design, the team was re-established at Pistoia in Tuscany, home of AnsaldoBreda. Almost everything had to be checked and revised.

The new top speed had implications for the design of the bogies, power and control systems and pantograph. The aerodynamics and crosswind stability had to be rechecked. Room had to be found for a number of new signalling systems, although this would be passive provision with the trains to be delivered only with ERTMS level 2 and the legacy Italian system. Power supply and cubicles for other systems would be in place, in case other signalling was to be installed later.

Of course the joint venture’s competitor, Alstom, had the same challenges, but in the end it was Bombardier/AnsaldoBreda that won out.

“I believe we won as we had some special solutions that were appreciated by the customer,” Marco explained. One example of these was the provision made for customers in wheelchairs. As well as having space to park them, and access to the disabled toilet, the walkways are wide enough that a wheelchair can move about the train and visit the Bistro.

Production

An order for 50 eight-car trainsets, worth around €1.54 billion, was signed in September 2010. Detailed design commenced immediately and the first mock-up was shown to the world at Rimini on 19 August 2012. Now called the Frecciarossa 1000, it was also shown at InnoTrans that year where, being a mock-up rather than a finished train, it was parked on a pavement not the railway tracks. Still, the striking looks attracted a lot of attention.

Incidentally, also in 2012, FS retired the Eurostar name and the new trains were to be destined for the Frecciarossa (Red Arrow) service, representing the fastest trains. Other services are categorised as Frecciargento (Silver Arrow) and Frecciabianca (White Arrow).

The first actual train was unveiled at the Pistoria factory on 26 March 2013. In a short ceremony attended by representatives of both companies, as well as FS Group chief executive Mauro Moretti and Mrs Lilli Bertone, the new train was named ‘Pietro Mennea’ after the Italian sprinter and European 200 metres record holder who had died only five days earlier.

Testing commenced in August 2013 on the Genoa-Savona line and then moved to night time running between Milan and Bologna. To save time, five trainsets were involved in the testing programme, which included 10 per cent overspeed tests on a specially prepared length of line. During these, the train recorded an actual speed of 399 km/h.

Testing was complete by 25 April 2015, when the president of Italy, Sergio Mattarella, boarded the train in Milan for an inaugural run to Rome, where it arrived just three hours 39 minutes later.

Commercial services commenced in June 2015, with 36 trains in revenue service as of September 2016. Today, the final cars are in production and trains are leaving the factory at the rate of two every week. The last train will enter service next year.

Legacy and the future

So the joint venture between Bombardier and, now, Hitachi Rail Italy can be judged a success. A 10-year service contract for the trains has been awarded to the consortium by Trenitalia, worth €250 million. Work on the high-speed lines should shortly result in line speed being increased from 300km/h to the full potential of the train – 360km/h (224mph).

immagini_hricorporate00

There seems to have been true cooperation and collaboration between the two parties. Marco Saachi has stated that there were very few ‘black boxes’, in which one of the two companies hid their proprietary technology. The team used English as a common language although, by the end, the Bombardier engineers were quite fluent in Italian.

He then looked back at the whole experience of designing and producing the new train.

“It was a fantastic experience for all the people who worked on this project. It was a very important experience, unique really, to develop a train on this level. The customer has declared that, after three months of revenue service, it was the easiest introduction of a new train into service in their history. That is fantastic to hear.”

Also after three months, the train has hit all of its reliability targets. So would the two companies work together on another project?

“We already are,” Marco replied. “Having developed a good way of working on the Frecciarossa 1000, we (Bombardier Transportation and Hitachi Rail Europe) have jointly designed and bid for a new tube train for London. The success of our first project has shown that, by combining our strengths, we can have the best of both worlds and create a really compelling offer. Also, there are a lot of things we’ve learnt so, if the bid is successful, it will be easier the second time around.”

What is Marco’s abiding memory of the project? “To improve the functionality of the team, we had a meeting for three days in the Tuscan countryside, with support psychologists and everything. It was a great thing to do and, over some nice dinners, the team really came together well…”

There are some advantages in building a train in Italy!

Thanks to James Rollin (Bombardier), Adam Love (Hitachi Rail Europe) and Alessio De Sio (Hitachi Rail Italy) for providing the background material for this article.

Written by Nigel Wordsworth

And now Hydrogen Power – Alstom’s new fuel cell powered train

I first saw a hydrogen fuel cell locomotive four years ago, at the Stapleford Miniature Railway near Melton Mowbray in Leicestershire. A team from Birmingham University had entered a fuel cell powered one-fifth scale locomotive in the Institution of Mechanical Engineers’ Railway challenge. If someone had told me then that a full-sized fuel cell train would be launched just four years later, and that I would be writing about it, you could have “knocked me down with a feather” (on both counts).

It was therefore quite a surprise to be invited by Alstom to visit InnoTrans in September 2016 to witness a product launch that was widely speculated to be a fuel cell powered passenger train. This visit also included a tour of Alstom’s Salzgitter plant where these trains are being manufactured.

iLint launch

The world is committing itself to targets to reduce CO2 emissions, some of which are tough and with no obvious means of delivery.

It is frequently held that railways are inherently environmentally friendly due to the extensive use of electric trains. However, as the UK has learned, electrification can be very expensive and, increasingly, there are views that electrification might not be viable for any lines other than those attracting significant volumes of traffic. The challenge of significantly reduced or zero-carbon trains on non-electrified lines is therefore likely to remain.

In general, these un-electrified lines are operated by diesel multiple units. Just four countries, Germany, UK, Italy and France (in descending order), operate two-thirds of Europe’s DMU cars, and it is suggested that the annual market value of Europe’s DMU market is some €650 million.

The potential market is significant and Nick Crossfield, Alstom’s managing director for the UK and Ireland, explained that there is a very compelling argument for an electric train that doesn’t require overhead catenary. He added that Alstom has extensive experience with tram vehicles that do not require catenary, and he could foresee a time when catenary electrification would be confined solely to high density or, perhaps, heavy haul routes.

A fuel cell system adds another option to operators to provide high quality transport without the cost or visual intrusion of catenary systems. This, and the political context in Germany (below), led to the development of the Coradia iLint.

Up to now, hydrogen fuel cell proposals have suffered from the lack of ready sources of hydrogen and concerns about performance and range. Is this about to change? We will get to the iLint launch, but, as with most railway issues, the train in isolation doesn’t provide the answer. A carbon-free train requires a system solution, so we’ll start with the infrastructure.

System context

As Alstom’s launch was in Germany with a train for the German market, the German context is as good a place to start as any.

Clearly, any mass exploitation of hydrogen technology will require some sort of infrastructure to provide the fuel to enable relatively unrestricted operation of vehicles. This is usually more than any one organisation can manage. It needs political will to provide the environment and the infrastructure.

Germany has committed to reducing its CO2 emissions by 40 per cent by 2020 (compared to 1990) and to using 80 per cent renewable energy in its power supply mix by 2050. Given that about 50 per cent of German railways are not electrified, the need to reduce diesel operation is crucial if German railways are to play their part in delivering the target reduction in emissions. As hydrogen is a source that allows 100 per cent CO2-free traffic, Alstom signed a Letter of Intent (LOI) in 2014 with four German States (Lower Saxony, North Rhine-Westphalia, Hesse, Baden-Württemberg), and another LOI with one additional region (Calw) in 2015, for the development of a fuel cell train.

But where will the hydrogen come from and how will it be distributed? As part of its commitment, Germany has started to invest in a hydrogen generation plant and hydrogen distribution networks. Whilst these facilities may not yet be developed to permit extensive use, a train refuelling depot located next to a compressed hydrogen pipeline, servicing a captive fleet, is the ideal starting point for trials of hydrogen technology.

img_5122_ilint-interior_d

Manufacture of compressed hydrogen requires a great deal of energy, which could make hydrogen uneconomic, but Germany has invested heavily in wind turbine technology. As part of its energy mix, Germany is using the energy generated by the wind turbines to make hydrogen when electricity demand is low. This energy might otherwise have gone to waste, so can be regarded as almost free.

As this shows, the infrastructure is gradually becoming available and, because German regional transport authorities are pushing for the implementation of emission-free transport technologies, the scene is set for a truly zero- emissions train.

Andreas Knitter, Alstom’s senior vice-president for Europe, confirmed that Germany, with its Hydrogen Association and some support for development costs, was a good place to explore the benefits in practice.

Alstom Coradia iLint

Henri Poupart-Lafarge, Astom’s chairman and chief executive officer unveiled its zero emission train at InnoTrans on 20 September 2016. This is the Coradia iLint, a hydrogen fuel cell version of the Coradia Lint regional diesel mechanical unit which is available in a variety of configurations from single cars though to three car units.

On the Lint, each car generally has an underfloor diesel engine driving through a cardan shaft onto the adjacent bogie. The fuel tank is provided at the other end of the vehicle and, in between, there is a low floor section for reasonably level access at typical regional stations.

The iLint retains the same mechanical configuration to allow the homologation work to be restricted solely to the changes necessary to gain acceptance of the revised drive train.

The prototype trains will be two-car sets, approximately 54 metres long. On each of the two cars, the propulsion system will comprise:

  • Compressed hydrogen tanks on the mid-section roof of each car;
  • Hydrogen fuel cell on the trailing end roof of each car;
  • A body-mounted AC traction motor and converter;
  • A static auxiliary converter to provide power for the train’s systems and a lithium-ion battery pack to store energy recovered during braking, located in the trailing end underfloor space.

Alstom has partnered with experts in fuel cell and battery technology. The fuel cell (from Hydrogenics) takes hydrogen from the high- pressure fuel tanks (Xperion) and combines it with oxygen from the air to produce electricity with steam and water as a by-product. The fuel cell supplies the auxiliary converter, the lithium ion battery pack (Akasol) and the traction converter.

The efficiency of the system relies on the storage of energy in the lithium-ion batteries. Fuel cells tend to work at their best if they are run continuously at reasonably constant performance. The battery stores energy from the fuel cell when not needed for traction and from regenerative braking when the train’s motors turn kinetic energy into electrical energy. In short, the batteries store the energy not immediately required, in order to supply it later, as needed.

During acceleration, the power of the fuel cell will be used mainly to supply traction power demanded by the traction inverter and to supply the on-board systems (via the auxiliary converter), supplemented by power from the battery. The level of fuel cell power depends on the rate and duration of acceleration – short acceleration phases with limited power demand will mainly be supplied by the battery. Only during longer phases of high power demand will the fuel cell operate at full power.

During phases of lower acceleration, constant speed running or coasting, part of the fuel cell power will be used to recharge the battery and to supply the on-board systems. When the battery is fully charged, the fuel cell output will be reduced so that it only supplies the auxiliary converter/on-board systems. This will reduce hydrogen consumption.

During braking, the fuel cells are almost completely powered down. The traction inverter supplies the DC-link with electrical power generated by the motor from the kinetic energy of the vehicle. This power is used to supply the on-board systems and surplus power is used to recharge the battery, a feature that also saves hydrogen.

In service

The specification included a requirement for minimum change from the established Coradia Lint product and that the standard product’s top speed of 140km/h and range (on a single tank of fuel) of at least 600km be retained.

To successfully introduce a new energy source into routine service, a number of changes will be necessary, not least to depot infrastructure and maintenance arrangements. To make the deployment of the fuel cell system as easy as possible for operators, Alstom will be offering a complete package consisting of the train itself, its maintenance and the whole hydrogen infrastructure. This will allow the operator to focus on its core competence while Alstom and its partners take care of all rolling stock and hydrogen-related matters.

During the launch, Alstom officials were confident that, following homologation in 2017, and pre-service trials in 2018, the trains would be in passenger service by 2019. Moreover, they were also confident of receiving a fleet order by the end of 2016.

Testing and homologation will have to demonstrate that all the changes, both to infrastructure and to the trains themselves, meet the requirements that have been set and are safe. Alstom’s engineers will no doubt be considering the risks arising from the introduction of hydrogen (such as sparks during refuelling, or implications for crashworthiness) and lithium ion batteries (possible runaway failures – the launch coincided with the battery problems reported on a well- know brand of mobile phones).

Returning to the conversation with Messrs Knitter and Crossfield, and the cost of hydrogen fuel, readers may be surprised to learn that it is competitive with diesel – at least in Germany. Andreas Knitter added that Germany has an advanced strategy for rolling out the distribution network necessary for its successful introduction.

As for the opportunities for hydrogen in the UK, this was seen as more challenging than in Germany, partly, because the UK is less well advanced in developing hydrogen infrastructure, and partly because the train would have to be a new design, given the need to design for the UK loading gauge. That said, Nick Crossfield confirmed that Alstom is looking for a suitable UK opportunity.

Alstom Salzgitter

Alstom’s largest rail vehicle plant is in Salzgitter, some 68km south east of Hanover. It occupies a site of area 1.2 million square metres, of which 200,000 are occupied by workshops. Approximately 2,500 people work there.

The Salzgitter plant carries out train and bogie manufacture and wagon repair. Alstom’s activity in this part of Germany started in nearby Breslau when Gotfried Linke began manufacturing rail wagons in 1839. The Linke organisation eventually became Linke Hofmann Busch, before partial takeover by GEC Alsthom in the mid-1990s. It was finally wholly absorbed into Alstom Transport Deutschland in 2009.

Production at Salzgitter restarted in 1949 after a period making what were described as “other things”! In 2015, some 150 trains of various lengths were delivered, over 1,000 bogies manufactured and over 3,500 wagons overhauled.

Burkhard Reuter, operations director of the plant, and Christian Wiegand, global planning director for Germany/Austria, showed Rail Engineer around the facility.

The plant currently specialises in regional trains – particularly the Coradia range – Continental, Nordic and Lint. It is also manufacturing the DT5 U-Bahn cars for Hamburger Hochbahn.

Outline descriptions of the products in approximate order of vehicle size are:

  • Hamburg DT5 – This is an electric third-rail three-car set. The centre vehicle has two bogies and the end vehicles are suspended off the centre vehicle and mounted on one bogie each. They are constructed from stainless steel, partly unpainted and have open wide gangways through the set. Over 80 of these have been produced in a consortium with Bombardier.
  • Coradia Lint – A diesel-mechanical rail car design available as a single car, articulated two- car, bogie two-car or bogie three-car sets. They  are steel construction, with an entrance height of approximately 630mm or 810mm above rail. Each car’s power pack is rated at 335 kW or 390kW and they have a top speed of 140km/h. Over 900 trains have been built or are on order. The Coradia iLint is based on this series.
  • Coradia Continental – An electric rail car design available as three, four, five or six-car articulated sets. They are steel construction, with an entrance height of approximately 600mm or 800mm and suitable for 25kV, 50Hz or 15kV 16.23⁄ rd Hz electrical supply. Top speed is160km/h. Over 200 trains are in service with nearly another 200 trains on order or in production.
  • Coradia Nordic – Based on the Coradia Continental but with a wider carbody to take advantage of the Scandinavian gauge and additional winterisation features for extreme cold weather. They are steel construction, entrance heights are 610mm or 760mm and the top speed is 180km/h. It is currently produced in four and six car articulated sets and for 15kV 16.23⁄ rd Hz electrical supply. Over 300 trains have been built with another 70 trains on order/in production.

The scale of manufacturing plant necessary to build modern steel rail vehicles is impressive. It all starts with steel sheet (bodies) and plate (underframes), cut and shaped precisely and then welded in extensive jigs. Roof sheets are welded flat and then bent and welded to the curved roof frames. Jigs are arranged such that they can be rotated where necessary to allow access for welding to be carried out in the most advantageous way, and some of the welding is carried out in automated plant.

Seeing them side-by-side, it was noticeable that the only significant structural difference between the Continental and the Nordic versions of the Coradia is the flat sides of the former and the curved sides of the latter.

Underframes are necessarily formed of heavier sections than body sides and roofs and the structure on the front end of the end vehicles is even more massive so as to comply with the crashworthiness requirements specified in EN15227.

Once the individual elements have been completed, they are all welded together in a jig and then sent to what was described as the straightening shop which was not visited as it was described as “rather noisy”. This was probably an understatement! In this shop, the vehicles
are adjusted (cue heat and hammers) to correct inevitable distortion during welding. Following this process, the cars shells are sandblasted, inspected and then painted.

The next stage is fit out, using kilometres of cable, great lengths of pneumatic pipes, windows, insulation, doors, traction equipment, compressors, brake equipment, toilets, cladding, pantographs, gangways, floors, seats and luminaires, before the cars are ‘married’ to their bogies. Following that is a static test, and then a dynamic test on the plant’s own electrified test track. The final stage is cleaning and preparation, and then customer inspection.

At the end of the process, a shiny new train, off to carry passengers somewhere in Europe.

Written by Malcolm Dobell

Thanks to Will Roberts, communications director of Alstom UK, for organising the visit to InnoTrans and the factory and to the many Alstom employees who gave their time to support this article.

Photos courtesy of Alstom.

Broken rails – causes and prevention

Photo: shutterstock.com

“Let me paint you a picture”. That was how Marc Clarke, technical lead for rail welding with London Underground, started his presentation at the twenty-fifth technical seminar of the Institute of Rail Welding recently. He accompanied this with a picture of a welder carrying out a repair on a flat bottom rail on a section of overground track.

Having seen rail repair welding first hand, the first thought that came to my mind was – welding parameters. Currents, preheats, weld bead lengths and how key it is to get these right to produce a sound weld.

“Great,” I thought. “I might learn something new about rail repair welding as it is something I am involved with.”

However, by the end of his presentation, I can honestly say I had learned nothing about rail repair welding in terms of technique. Marc, though, was true to his presentation title – “Challenges of Welding on the London Underground” as he gave us a vivid description of what it is like. I have to admit that I had never considered the non-technique challenges of welding underground but, from what was described, it sounded as though it can be, on occasion, a bit of a logistical nightmare.

Before any welding can begin, the welding team needs to get its equipment to the required underground location. Access and egress points? Not quite, more like up to 60 metres underground down steep public escalators carrying welding boxes, torches, gas cylinders, PPE and lighting.

And the rail? Well, that has to be shunted in from the nearest overground connecting tunnel which can be half a kilometre away.

Then there’s the issue of parking the van two blocks away from the station (if you’re lucky), hassle from the ticket office getting in and out of the station, permits to work – and all this before any welding has commenced.

“Welding underground in the summer is like being in a pressure cooker, the conditions are horrible,” Marc continued.

We have to remember that the London Underground is over 150 years old, making it the oldest system in the world. Consequently, it is inevitable that
a variety of building structures will be present, spanning the last 150 years. Unfortunately, this includes asbestos sites where it is mandatory to wear breathing apparatus – in the already stifling conditions.

So the difference between welding overground compared to underground can sometimes literally be like day and night. It’s no wonder Marc says that they have some of the best welders in the world working for them. They have to be, to be able to adapt to these difficult working conditions.

However London Underground is moving with the times and looking to make improvements to how it works from many angles. One of these is the approval of premium rail HP335 for use on the network. This will reduce the frequency of work required in terms of rail replacement and weld repair, and ultimately reduce life cycle costs.

image001

Standards galore

After Marc’s vivid oil painting, Brian Whitney, principal track engineer for Network Rail, gave us some insight into three aspects of his job role
– standards, standards and standards. Brian put up pages and pages of standards, all of which needed updating and revising, a process with which he is heavily involved.

This is another job I wouldn’t fancy. I’m not sure what would be worse, welding on the London Underground or being responsible for making sure all the standards that Network Rail staff work to are bang up to date (not to mention all the other UK rail operators, maintainers and installers that use these as the benchmark).

Considerable effort is invested in making standards easier to reference, to include learning from experience, research and trials. Standards also need to evolve to take into account new inspection technologies and frequencies, for example the work with Bob Crocker and the eddy-current trains – more on this later.

One of the positive outcomes that can be linked to improving standards is the decreasing number of rail breaks. In 1998, there were 952 rail breaks, and from the chart Brian put up, the number of rail breaks has been decreasing each year down to 109 in 2015. As you can imagine, the number of high-risk rails found before failure is sensitively linked to the inspection frequencies dictated in the standards. Overall, that is around a 90 per cent reduction in rail breaks and that, against the backdrop of heavier axle loads and 50 per cent increase in traffic, is something to be quite proud of, I think.

Brian talked us through the individual changes that have been implemented and which have contributed to the decreases in rail breaks over the past 15 years. These included a campaign of re-railing, grinding strategies, ultrasonic inspections and the tightening up of dip angles.

Dip angle limits have been improved twice at different times, and each adjustment is thought to have led to a decrease in rail breaks. As Brian explained, it is becoming clear that even small plain line geometry faults, which are well within their limits, are correlating with rail breaks. Dip angles, changes in track stiffness at discontinuities such as bridges, crossings, areas of ballast settlement – all are coinciding with rail breaks. However, the number of variables that differ at each site is significant and, as yet, clear correlations have not been determined. Watch this space.

A handy tip to spot ballast movement, which can undermine the sleepers and rail, is to look for whitening of the ballast, a function of friction acting when the ballast is moving. Normally it is very difficult to see ballast settlement when walking the track; it is best done from some height using aerial photography or a drone.

Geological features, that affect track bed stiffness, differ from one part of the country to the next, making this a complex challenge. “We are accustomed to working on the top half metre, with minimal interaction below this, but this is something we need to tackle moving forward,” Brian commented. It certainly is a big challenge considering that our history of line formation is based on building embankments from cuttings.

The statistics presented are only as good as the method of recording data in the Rail Defect Management System (RDMS), which is also evolving. A good understanding of the limitations and nuances of the data recorded in systems and registers allows the user a deeper appreciation of the state of the network, and also allows a comparison of statistics with other rail networks.

The French connection

Brian has been working with his counterparts in France’s SNCF. It has taken some time for the relationship to get to where it is and only now is SNCF starting to open up a bit and appreciate the benefit of collaborative working. Our network is similar in size to SNCF, so it makes sense to share notes, “but we need to make sure we are comparing apples with apples”. Subtle differences in the reporting and categorising of rail breaks can make all the difference, so it is vital to understand these in order for a meaningful comparison to be made.

corrosion-tests

A lot of critical thinking and judgement is required to assess numbers and statistics. For example, squats come out as the top defect. But is that really because there are five times more of these than any other defect, or is it just because squats are more easily detected?

Interestingly, SNCF is considering specifying softer rail grades such as R200, believing in the benefit of using rail with a high wear rate so defects do not have time to develop due to material loss. In the UK, our experience is taking us down the route of using HP335 and harder rail grades.

How do we reconcile this huge difference in strategy? As Brian explained, people need to appreciate that the UK network is operated in a vastly different manner to that in France where no-one would dream of putting freight on a passenger line as we do; they have separate tracks for each which means that the strategies for each network necessarily need to be different.

Assessing skills

Continuing the theme of standards and regulations, Paul Flynn, training evaluation and assurance team leader, talked about industry standards, and how to be compliant. Paul presented the new Skills Assessment Scheme, which is a method of ensuring that process practitioners such as welders are continually assessed to ensure that they have had the necessary development, post training development, interim checks and renewal checks.

This scheme utilises a competency-based approach rather than the main focus being a ‘one size fits all’ knowledge test as was the case previously. In addition, the requirements for each process now reflect the risk involved, resulting in a more proportionate approach rather than a generic system.

As briefly mentioned earlier, Bob Crocker has been working on the eddy-current inspection train, the proper technical term being RSU (roller search unit). Bob works for Sperry Rail, and he explained that trains with eddy-current sensors mounted on them are continuously running around the network, mapping out where RCF (rolling contact fatigue) is present and categorising its severity. These trains cover the entire rail network every eight weeks.

Sperry Rail has devised a system that utilises sensors at 70, 37 and 0 degree angles which move along with the contours of the rail, providing more complete coverage of the head.

RCF is a by-product of steel-on-steel contact at the wheel-rail interface; small cracks that can grow with time and can lead to a transverse rail break with catastrophic consequences, such as Hatfield. Hence RCF needs to be managed and the rail ground before the cracks can grow or replaced entirely if the RCF cracks are too severe.

Historically, the depth of RCF-generated sub-surface cracks, the type that can lead to a transverse rail break, have been correlated to the crack length present on the surface of the rail. Bob says this is a loose relationship, and it means that railway administrations may have to spend more money managing RCF at certain locations than may be strictly necessary due to the fear of the potentially disastrous consequences.

So what has Sperry Rail found? “RCF is everywhere, not just the high rail and fast lines, but tangent track and S&C, it was a revelation!”

Sperry Rail reports back to Network Rail which decides what the best course of action is – grinding or re-railing. Following successful trials, milling is something that may be introduced as an intermediate between the two. Rail milling removes much more material than grinding and essentially allows Network Rail to ‘reset the clock’ in terms of rail management.

Similar inspections have been carried out in Holland and Belgium, and Bob commented that everyone has been amazed by how much RCF is present, in particular at unexpected locations.

Zinc-no-corrosion

Another method of reducing rail breaks, and increasing the longevity of rail in corrosive environments, is to make use of British Steel’s rail protection system called Zinoco, which Sean Gleeson explained.

Zinoco was developed following years of development work in the laboratories, followed by trial installations in the UK and abroad which are performing very well, indeed better than any other coating system available. Zinoco stands for Zinc-no-corrosion. “The four nasties, coastal routes, level crossings, third rail and tunnels, are locations where rail corrosion is most prevalent,” Sean told his audience.

There are two methods for corrosion protection, a barrier or sacrificial. Zinoco provides both an excellent effective physical and electrochemical protection. For example, epoxy coatings is good but, if it is breached, then corrosion will be focused at that point and will eat away the steel below the barrier.

“Railcote, British Steel’s previous rail corrosion system, is good but its physical durability has limitations” Sean stated. Railcote comes in 18-metre lengths; longer ones are impractical due to delivery damage that can occur.

This was the driving force for the development of Zinoco as Network Rail required longer lengths. Zinoco is available in 108 or even 216 metre welded lengths. British Steel selected the final Zinoco product based upon both its corrosion performance, mechanical resistance to damage such as impact and abrasion resistance and its damage tolerance. Zinoco’s superior performance can be clearly seen when placed side by side with other coatings that have all been scratched.

British Steel has a long history researching and supplying corrosion protection. Zinoco’s enhanced durability and corrosion protection will play its part in decreasing the number of rail breaks in years to come.

The range of speakers at this year’s Institute of Rail Welding Technical Seminar certainly managed to keep a knowledgeable audience interested throughout the day. From the trials and tribulations of welding in confined spaces, through tackling the ever-present problem of rolling contact fatigue, to preventing rail failure through corrosion, the topics were varied and informative.

I hope to be lucky enough to be asked to go again next year…

Written by Dr Qasam Javaid, rail technologies consultant with British Steel.

Can lean help rail?

The UK rail supply chain is in the midst of an exciting period of growth in the global rail market. In the recently released “Fast Track to the Future” strategy, the Rail Supply Group set out the industry’s plans to improve productivity and collaboration across the supply chain, to ensure the UK is a global railway leader.

Part of the plan is to seek out best practice from other industries. One of the current success stories is the motor manufacturing sector. In 2015, the UK manufactured 1,587,677 cars, 94,479 commercial vehicles and 2,368,477 engines. Exports were valued at £34.3 billion, that’s 12% of the UK’s total exports of goods.

So how could techniques that work in fixed location, mass production environments, where a relatively low number of variants roll off the production line every 16 seconds or so, work in a sector that physically spans the country and has a multitude of demanding stakeholders?

Rail is different

On the surface, there are many differences between the sectors. Automotive OEMs operate with a supporting structure of Tier 1, 2 and 3 suppliers, often vertically integrated, delivering direct to one site. The suppliers operate to a level schedule week in week out, and at each site deal with just one customer which has clear authority.

The rail supply chain, depending on the exact circumstances, is more diverse. While rolling stock providers or re-furbishers might operate in a similar workshop environment to an automotive OEM, they and their suppliers do not have a stable future forecast.

The world of a network infrastructure provider is considerably more complex. The place of work is remote to the supporting local depot, where stores and equipment are located, so transport has to be arranged for all supplies and services, suitable access points found and a multitude of contractors and suppliers organised to get all the right items to the right place at the right time.

In addition, staff require trackside qualifications and permits to work and possessions need to be booked years in advance. And, of course, every location and emergency situation poses different health and safety hazards, of which 125mph trains are just one.

If any one element fails, a spare not in stock, store keys not available, staff stranded on a broken vehicle, it can be a show-stopper and very obvious to the public very quickly.

Added to that is the legacy of the privatised rail industry and the subsequent rounds of centralisation and regionalisation. Despite the high level of interdependency between rolling stock procurement and reallocation, rail infrastructure and the TOCs, it is often unclear who is in charge or accountable for decisions.

But not so different

However, both sectors are challenged with an ever-increasing list of similar goals: provide goods or service at an ever decreasing cost and in shorter lead times, become more competitive in the global market, meet emissions targets and improve productivity.

Both operate in markets with growing demand, where customers want an improved experience and in an age where digital technologies are offering new opportunities as well as disrupting existing business models.

In short, both sectors are increasingly judged on their performance, not only by the public, but by industry regulators and government.

Bombardier Production Line

But the most important similarities are these; both rely on people to ensure they function and those people operate as part of a process. This is the same if they are doing physical tasks or delivering a service.

A process is the combination of manpower, materials and machines (equipment) to provide goods or services that the customer wants. And the customer, whether that be a TOC, a passenger or a car driver, will judge those goods or services in terms of quality, cost and delivery.

These similarities are why the lean techniques used in the automotive and many other sectors can support the rail supply chain. The techniques use cross-functional teams of people from the process to find better ways of combining the inputs to that process. The lean tools concentrate on doing this by eliminating what are known as the Seven Wastes. It’s not about making people work harder, it’s about removing wasteful tasks so people can work smarter.

Being able to produce more output by better combining inputs is key to solving the productivity puzzle.

The lean approach

Although often associated with companies like Nissan and Toyota, it’s vital to stress that lean practices do not just work in Japan. The Nissan plant in Sunderland is the largest in
the UK and one of the most productive Nissan plants in the world. In line with the other UK auto manufacturers, it exports 80 per cent of production and, over the years, has consistently won millions of pounds of investment.

How do they, and many other companies, achieve these results? The lean approach is a lot more than just running a level output final assembly line. It is applied across the whole business including design, new product development and testing as well as procurement, scheduling and customer service.

The key factors in the overall approach to lean include:

  • Start with a clear strategy. Turn the strategy into plans and set clear targets for every item.
  • Analyse where you are against those targets. Do this at business and process level to identify the problems and opportunities for improvement.
  • Implement the most appropriate lean techniques for your situation to bring about the change you need. One size does not fit all. Experience from automotive shows that early in the improvement journey you will improve performance without significant financial investment.
  • Develop a mind-set across the whole workforce that encourages and expects everyone to contribute to improvement. “Better is not good enough, improvement is infinite.” In Nissan, ideas from the workforce range from thousands to millions of pounds improvement in efficiency in any one year.
  • Nurture the supply chain. Work in collaboration to make improvements in productivity, quality and working conditions and share the commercial benefits.
  • Toyota works with their suppliers to introduce the Toyota Production System. Apart from reducing costs across the supply chain, suppliers also report improvements in employee-management relations.

What can be improved?

Here is just a small selection of issues that can be found in any business and that are improved by using lean techniques.

If analysis shows poor quality or late delivery of service or parts, then a Structured Problem Solving technique can be used to find the route causes of the problem. The team investigates and deploys the best countermeasures to eliminate them. To ensure that the fixes are sustained, other lean tools like 5S, Visual Management and Standardised Work are deployed.

Together they can solve any problem

It may be that business is suffering from low productivity in either a labour or equipment- intensive process. The most suitable analysis tool for the particular situation should be used to find the largest reasons for the low performance. As before, the countermeasures are investigated by the team and put into place. Once the top reason has been eliminated, the team repeats the process on the next biggest issue.

As in automotive new product or plant development, rail has a large number of project-based processes: track or station  upgrades, new infrastructure and the design, delivery and ongoing maintenance of new fleets.

There are a number of key techniques that are used to ensure projects are brought in on time and on budget, but most importantly that they satisfy the customer. These techniques address the planning methods, the governance structure and people aspects such as team working, communication and stakeholder management. These are particularly important in a sector with so many different providers, contractors and stakeholders.

Performance may suffer because of space or capacity issues. This is not unusual in an industry that has developed over 200 years and is still growing. A greater number of sets in service, and doing more miles, need bigger service depots. Often there is little room to expand around existing facilities.

Problems like these have already been addressed using lean tools, like the Pendolino maintenance activities at the Alstom Longsight and Wembley depots. In these cases, the capacity issue was addressed using a tool called Set Up Improvement (or SMED). In essence, it works like an F1 pit stop to reduce the time to service each set. The crew can then deal with more units in the same time.

Alternatively competitiveness can be improved by reducing costs. Traditional techniques such as cutting heads and limiting spending usually result in reduced capacity and aren’t sustainable over the long term. Lean concentrates on eliminating the tasks that don’t add value to the process, the Seven Wastes, and produces better results the longer it is deployed.

Improvement activities can free up people. Best practise companies use them to do more proactive improvement, or retrain them to work where their skills are needed. This is becoming more important as the rail sector, like other engineering sectors, is facing a significant shortage of skilled workers.

The challenge to the rail supply chain is clear. It is now up to each company to analyse its own business and select the right responses to ensure the success of the whole.

Written by Dr Chris Owen, CEO of the Society of Motor Manufacturers and Traders Industry Forum.

Safety, sustainability and security polymer cable troughing

In the age of digital rail, with IP and radio-based communication and control systems, cable troughing can (on first glance) appear an uninteresting and low-tech subject. However, cable containment and protection is still an important part of the communication and control network. Over the last 10 years or so, the introduction of polymer-based cable troughing has contributed to safety, sustainability and security; and has been the catalyst for the introduction of other polymer-based rail products.

With future rail communications and control systems being radio based, why are cable troughing routes and containment systems needed at all? Well, the answer is that radio systems, be they GSM-R, Tetra or Wi-Fi, all require fixed radio base stations connected to a central control system to manage the radio base stations and the data connection, typically using fibre optic cabling.

There is also a need for cabling for level crossing treadles, wheel detectors, and point operating equipment.

Often overlooked, or taken for granted, is that all this electronic equipment requires power, and we haven’t yet found a way around the laws of physics in order to transmit the required power by radio.

Network Rail made significant savings with the Fixed Telecoms Network (FTN) on some routes by scratch burying a Double Insulated Super Armoured (fibre) Cable known as DISAC and not providing cable troughing. DISAC is no longer available, unless significant orders are placed, so cable troughing is still needed, especially if other cables require protection.

Cable troughing history

The traditional method of cable containment and protection is by using ground level concrete troughing. Concrete is heavy to carry and install, and is not a sustainable product.

For embankments and viaducts, lighter post-supported products are available, but these are sometimes too light and are easily damaged. Where the earthwork quality is poor, there have been occasions when the cable holds the troughing up (sometimes at alarming angles!) rather than the other way around.

Other materials have been tried over the years, including wood, asbestos and various plastics. Wooden cable routes were expensive to install and quickly rotted and asbestos was fragile, and of course led to another safety hazard and an expensive problem for current asset managers.

Various plastic based products have been tried, but have all suffered from expansion and contraction problems and have not provided adequate cable protection. Some years ago, I was involved with the trial of a plastic troughing manufactured in Germany. We installed a significant length and monitored its performance. The results were mixed, but at the final on site decision assessment we asked the (sturdy) site supervisor to jump on the cable route – it broke, and several times. Not a scientific assessment but it justified the decision not to approve the product.

In May 2014, Network Rail issued Safety Bulletin 323 which placed restrictions on the manual lifting, carrying and team handling of conventional concrete troughing. This was followed in January 2015 with safety bulletin NRB 15/01 which mandated a risk assessment policy for all concrete troughing products supported with a risk chart.

tsl-paisley-corridor-tred-3

On 22 April 2015 ORR issued Prohibition Notice PN40/22042015 prohibiting ‘’single individual employees or contractors manually lifting or carrying 10 or more units of troughing weighing 40kg or more in a 12 hours period’’ and Prohibition Notice PN70/22042015 prohibiting ‘’two employees or contractors manually lifting or carrying 10 or more units of troughing weighing 70kg or more in a 12 hours period’’.

TroTrof

Trojan Services, based in Hove, Sussex, was the first to suggest a trough route constructed from recycled polypropylene. The product and material needed to be UV stable and tough enough to survive the installation process and the rigours of a 25-year-plus life next to busy railway lines. The material needed to have the correct processing characteristics to produce big, heavy mouldings in viable cycle times.

There was some nervousness with introducing yet another ‘plastic’ troughing product. Initial samples were produced and exposed to rigorous testing and acceptance procedures through independent laboratories. The cable route was developed in collaboration with experienced Network Rail engineers who had learned dearly from mistakes in the past.

Made from 100% high-grade recycled polymer, the system complied with HSE manual handling requirements and was awarded a green rating on Network Rail’s Manual Handling Assessment Chart (MAC). Being lightweight, the product also benefited from reduced handling and transportation costs. While initially more expensive than concrete troughing, the whole life cost was cheaper. This illustrates how sometimes procurement and investment decisions should not be based on initial purchase costs. The cable route was designed to be compatible with the traditional C1/9 concrete cable troughing, which has not always been the case with other cable containment systems.

The TroTrof product has won several awards for innovation and environmental performance (including the Network Rail Environmental Award for Innovation 2008) and all predictions suggest that it will outlast the specified minimum lifetime requirements. In particular, the product is well suited to areas where access is difficult or weight bearing is an issue.

Cable theft and security has become an increasing problem with the price of copper rising. Buried cable routes are the obvious answer, but these are expensive and problematical if regular cable entry and exit to the main cable route is required.

An easy and simple mitigation against cable theft for the TroTrof product was simply to drill the trough and install tamper-resistant screws. To secure conventional concrete troughing would require expensive brackets to lock the lids together, or the use of clamps that compromise the trough capacity.

A problem arose with the first generation design of the TroTrof C1/9 cable trough with the lids expanding and lifting. “Here we go again,” was the first reaction in the industry. However, as soon as the issue came to light, the Trojan designers quickly came up with a solution that did away with the problem and the need to manually gap the lid. The injection moulds were modified and a section of material was added to the underside of the lid. At the same time, a non-slip surface was also added.

The re-designed units were re-tested at the British Research Establishment, confirming that their performance exceeded the original Network Rail specification for expansion.

TroTred

Walking on ballast is extremely tiring and, of course, dangerous – even more so with modern quiet rolling stock and welded rail. It is often easier to walk on the concrete troughing route, but it is too narrow to be an official walkway and, while the location is safer than walking on ballast, loose or broken lids create another tripping and slipping hazard.

In order to improve track worker safety, lineside walking routes have been introduced over the last 10 to 15 years, one of which was the West Coast main line with the introduction of the 125mph Virgin Class 390 Pendolino. Various construction techniques were used, but often it was the existing concrete troughing route that made construction of a walkway difficult.

tsl-paisley-corridor-trotred-access

So why not create a combined walkway and troughing route? As a result of safety incidents, the Network Rail maintenance director asked the telecoms engineering team and Trojan to come up with a combined cable trough and walkway. There were initially some reservations with being able to provide a non-slip trip-free surface and what would happen to the walkway when the lids were off in order to run a new cable – isn’t that just the time when a safe walkway is required?

Working closely together, the Network Rail engineers and Trojan came
up with a solution based on two C1/43 cable routes side by side, but made from one mould with two separate lids and an overall width of 700mm. This provided the ability to segregate cables, for example power and communications, and the ability to maintain a reduced width walkway when laying new cables. Like the introduction of the TroTrof, the TroTred combined cable route and walkway was developed with the aid of scale mouldings and full size wooden models in order to refine the design.

Knock outs were introduced for cable entry and exit, and to allow cables to run between the two sides of the route. Slots were provided in the trough for posts to enable a safe cess fence to be quickly and safely installed. This resulted in the removal of another safety hazard with the knocking in of fence spikes and the risk of coming into contact with buried services – yet another win win.

Again produced from 100% recycled polymer, each TroTred section weighs 12kg and a complete unit 48kg. It was the winner of the Network Rail Partnership Award for Innovation 2010, which recognises excellence and best practice. TroTred offers significant cost savings in comparison to traditional separate cable and walkway systems and gained full Network Rail product approval in September 2012.

Airdrie-Bathgate rail link

Retro-fitting a combined walkway and cable containment system to an existing railway route is not easy and will introduce the risk of damage
to existing cables. Where the product really comes into its own is with installation on a new railway. This was the case with Airdrie to Bathgate in Scotland.

Completed in 2010, the 15-mile rail link between Airdrie and Bathgate was the country’s longest new railway for over a century, and the TroTred walkway and cable route was successfully installed throughout the route.

One issue that arose on the first installation in Scotland was static shocks after walking along the route. It was identified that when it was dry, windy and sunny, personnel would build up static through PPE clothing. If they did not ground themselves before touching a conductive material, such as an Overhead Line Electric (OLE) mast, then they may receive a static shock. There were concerns that the TroTred unit itself was responsible for the build-up of static but this was not the case. The polymer material used was non-conductive and does not hold a charge.

The solution was an ‘anti-static’ TroTred unit that could be installed before each OLE mast that would carry any static charge away from personnel before they came in contact with the conductive material. Another solution is for personnel to touch their boots onto the ballast or conductive material if they believe their PPE has built up a static charge before touching any metallic structure.

The TroTred product has since been installed at Paisley Corridor Improvement, Todmorden Curve, Crossrail, Thameslink, East West Phase 1, East Coast main line electrification, North Staffordshire improvement programme, Redditch and many other maintenance and minor improvement projects.

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TroBord

TroBord was the third product introduced by Trojan to the rail industry using recycled polymer. Its interlocking design makes for a reliable and effective ballast retention system that can be easily fitted, especially at sites with steep inclines and where shoring is a key consideration.

It provides the same light and strong construction characteristics as the other polymer products and, at 6kg per unit, the TroBord is easy to handle, requiring less manpower than conventional ballast boards. It can be fitted as a complete system or, being of the same dimensions as standard ballast boards, can be incorporated into existing concrete installations.

TroBord was the winner of a Plastics Industry Award for industrial product design in 2011.

Being manufactured from 100% polymer, all the Trojan products have
a significantly lower carbon footprint than traditional concrete troughing. They are ISO 9001 compliant and each unit is individually hallmarked during manufacture, allowing traceability back to the raw materials used in its construction.

During the manufacturing process all components undergo a demanding series of stress tests to ensure that quality standards are maintained. The units can be cut and screwed using standard hand tools, making them ideal for use on projects that require on-site adjustments.

No wonder Trojan’s website boasts: “Tomorrow’s Technology Today.”

Written by Paul Darlington

Control and communications asset management

Engineering asset management is a collection of techniques, procedures, processes and skills that combine the technical issues of asset reliability, safety and performance with financial and managerial skills.

The emphasis is on achieving sustainable business outcomes and competitive advantage by applying holistic, systematic and risk-based processes to decisions concerning an organisation’s physical assets.

Or, in simple terms, making the most of what you’ve got!

Most engineering disciplines have similar challenges and requirements, and railway control and communications is no exception.

There is a wide range and age of assets and technology, ranging from mechanical interlockings that are over 100 years old to state-of-the-art processor-based products. These assets have to deliver a high level of reliability and safety all day every day, with limited time to ‘switch off’ the assets to monitor, maintain, repair and renew. At the same time, they are competing with other assets for resources and finance.

Successful asset management requires a number of key items including leadership, alignment with organisational objectives, engineering competence, good information, understanding failure modes and innovation.

Asset managers must be strong leaders. They need to have an open mind to new ways of doings things, be good communicators and keep abreast of what’s going on with an ability to listen and be informed. They must have a vision of the future and how to get there.

Plans must be aligned through the asset management objectives, strategy and policy up to the organisational strategic plan. There must be a clear line of sight through all the documents. This will make sure that the assets support the company’s requirements and make investment cases easier to justify.

Engineering competence must be demonstrated and will require a thorough understanding of the principals of rail control and communication systems. Asset managers will normally be charted electrical engineers (CEng) who have had their competence assessed against Engineering Council standards.

Control and communications assets

The control, management and safety of train movements are fully dependent on the control and communications assets. Since the mid-1800s, these have evolved from basic principles into today’s highly complex electronic systems with many different types and technologies across the rail network.

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Interlocking of signalling assets with one another prevents conflicting or unsafe train movement. Interlockings were introduced following the Regulation of Railways Act of 1889 and range from the earliest mechanical variants, through a variety of electromechanical and electrical interlockings, up to modern computer- based software-controlled systems.

In total, there are around 500,000 maintainable signalling assets on the network, situated in a wide range of environmental conditions, all of which have the potential to affect train services. These include:

» Signaller’s control systems – enable the signaller to monitor and control the signalling system for the purpose of route setting (using a mechanical lever frame, panel signal box or VDU-based system);

» Interlockings – ensure conflicting routes are not set, as well as monitoring and controlling trackside equipment to assure a safe signalling product;

»  Equipment housings – provide power, communication to the interlocking and an interface to trackside equipment;

»  Points – route trains through a track layout;

»  Signals – pass information to the driver,enabling safe control of the train;

»  Train detection – provides train positioninformation to the signaller and the control system;

»  Level crossings – enable pedestrians and roadvehicles to cross the railway safely;

»  Other assets – including driver’s aids (AWS,TPWS, ATP and trainstops).

Telecommunications

A significant part of the control and communications system relies on telecommunications assets to transmit information either between parts of the system or, in the case of ERTMS, between the infrastructure and the train.

With the increasing use of open networks, and the ability for links to be re-routed, the control interface equipment has to provide a level of data security which ensures that messages intended for one part of the signalling system are not misrouted to, or misinterpreted by, other parts of the system.

Cyber security is now a firm requirement for all control and communications systems, and the railway community is now on board with what is required and is learning fast from enterprise networks and other control system disciplines.

Renewals planning

The volume of signalling interventions planned for any given year is primarily influenced by the condition of the asset and its ability to deliver the required outputs, together with any signalling related works to enhance the network.

Many factors, including the availability of track access slots and design, installation, testing and commissioning resources, influence individual project schedules. Interventions can range from like-for-like renewals, through part renewal, to complete renewal and resignalling. Network Rail asset managers are responsible for instigating, remitting and sponsoring the required interventions.

SEU and SICA

Network Rail maintenance activity is planned and reported at the individual asset level. For planning and delivery of signalling renewals, however, this level is too granular and so renewal plans are considered at a slightly higher level.

The Signalling Equivalent Unit (SEU) represents a vertical slice through the system that is an interlocking area (with all the associated trackside assets). It is therefore a convenient sizing tool for a controllable function, such as a signal or set of points, including parts of the signaller’s control system, interlocking, comms system and apparatus housing in addition to the trackside equipment.

When used for estimating the scope and cost of a resignalling project, the number of controlled functions (SEUs) can be used, along with the SEU renewal rate, to include alterations to them signaller’s control system, the interlocking, train detection, power supplies and associated cabling.

The SEU also includes an allowance for other associated assets that do not themselves constitute a unit. SEU volumes are used to justify budgets and funding requests, therefore it is vital that correct counts are made and recorded in order to make adequate budget provision. SEUs are also used as part of the contracting structure, with a significant effort to improve efficiency, both through scope reduction and a reduction in the SEU rate itself.

The Signalling Infrastructure Condition Assessments (SICA) process provides a structured approach to determining the condition of a signalling asset by answering a set of objective questions regarding its physical condition, environment, reliability and maintainability.

Within an interlocking area, samples are taken of multiple assets (such as signals) and a condition score for each asset type is determined by averaging the score of each asset sampled. This ‘remaining life’ gives an indication of the likely date an intervention is required to renew the asset type based on the currently observed condition, a set of predicted deterioration profiles defined within the tool itself, the currently observed environment and assuming no other interventions are made.

example-of-wire-degradation-before-renewal

SICA surveys are either primary or secondary – primary surveys are less detailed and occur earlier in the asset’s life. The timing and detail of condition assessments reflects the previously assessed condition, with more detailed and frequent assessments undertaken on those systems in the poorest condition.

A similar system is used for telecommunications assets (with the unfortunate abbreviation of TICA – not for the first time has some wag proceeded it with “Chicken”).

Asset performance

Control and communications assets are integral to how the railway operates and can therefore have a significant effect on train services. Not all failures will affect the reliability of the railway; for example, some components and sub-systems are designed to maintain availability under failure conditions (examples are dual filament signal lamps and duplicated transmission systems).

A longstanding and consistent measure of the safety of the control and communication assets is the number of safety-related or wrong- side failures (WSF) recorded in the signalling incident system (SINCS). These are sub-divided into high-risk events (hazard rating of 20 or more), other failures where the systems are unable to provide some restriction or protection (known as unprotected) and those where the system provides a degree of protection.

Whilst WSFs have, by definition, the potential to lead to a safety incident, it must not be forgotten that any failure of the control and communication system may have safety-related consequences. With the assets designed both to fail safe and to supervise other parts of the infrastructure as well as staff, the result of failure can be to prevent or restrict train movements.

Any loss of the signalling system leads to degraded working – with instructions passed verbally between staff and between signallers and drivers, assuming voice communications are still available. Whilst the procedures are robust, there is always room for human error that can lead to mistakes and incidents.

Control and communication failures have a significant impact on the infrastructure with nearly 40 per cent of all failures attributed to these assets. Failures of points, track circuits, signalling systems and signals have the greatest impact.

The good news is that there is a continuing downward trend in both the number of incidents and the resulting delay. Bringing maintenance in-house, and standardising both the maintenance regime and its application, has contributed to this improvement. Much work has been done to identify and eliminate latent design and manufacturing issues which contribute to poor asset reliability.

Improvements in the performance of signals are largely attributed to the progressive introduction of LED signal heads. For points, the introduction of master-class and supplementary drive set-up training, together with commissioning of remote condition monitoring, and the implementation of improvements to address emerging issues following the Lambrigg accident, have all had a positive impact.

Track circuit performance has improved with the introduction of moulded tail cables, the development and upgrade of TI21 equipment, upgrading older installations to duplicated tail cables, and master- class initiatives to share best practise and improve competency applied to insulated rail joints (IRJ).

Signalling’s traditional failsafe approach – the ability to turn a signal to danger and prevent route setting – doesn’t help availability, and combining high levels of safety and availability within an affordable system is challenging.

Known areas of risk

There are a number of known risks that the asset manager has to be aware of and manage, some of which are:

Wire insulation degradation – the degradation of wire insulation leads to the risk of circuits being unintentionally operated with the potential that train movements are authorised when unsafe. The main causes are excessive temperatures when, in very high temperature environments and with excessive current loading, cables can fail within a few months.

There are no standards or specifications for the lifetime of a wire or cable, although a manufacturer will typically quote in the order of 20 years in the correct environment. Properly designed and managed cables can last well over 50 years, with some of the paper-insulated twisted-pair copper telecoms cables installed in the early 60s still providing excellent performance.

The failure risk with wire degradation is mainly with relay interlockings, but it can occur on all signalling equipment. Certain types of older cabling are known to be at greater risk. Mitigations against wire degradation are environmental controls, regular and automatic cable inspection and testing. It may be possible to replace individual wires one at time, but this can introduce additional risk. Often the only solution is complete renewal.

Silver migration – some insulating materials enable silver, often used in contacts, to form conductive paths through the surface layers of the material. Relay interlockings of older designs, as well as certain types of relays, are at greatest risk although these have now largely been replaced.

Single cut circuits – some lineside circuits only include controls within either the positive or negative leg of the electrical circuit. This simplified design, a legacy of differing approaches to the management of signalling principles and circuit design, increases the risk of protection circuitry being bypassed due to cable insulation faults.

Level crossing approach locking – a legacy of differing approaches to the application of signalling principles has resulted in some manually controlled level crossings without approach locking circuitry. This increases the risk of human error with no safeguards in place. The majority of such installations have now been addressed.

Relay failures – safety relays have a number of known failure modes that, whilst rare, can lead to significantly increased risk such as circuits being bypassed. This can affect all types of interlockings, track circuits and level crossings. Regular maintenance and servicing of relays is required. This is expensive and resource hungry but, as more solid-state systems are introduced, the problem will reduce.

Track circuit rail-head contamination – a particular problem with autumn leaf fall and sometimes with other contaminants such as sand dropped for adhesion. This may also affect rarely used sections due to rust. The problem is best managed jointly with the rolling stock operator and with the assistance of track circuit assisters and wheel scrubbers.

Equipment obsolescence – railways assets are required to have a longer life than in many other industries so equipment obsolescence can be a problem. In some cases, so long as there is no requirement to modify or change the configuration of the asset and spares are available, this is not an issue. It is becoming more of a problem with some very old mechanical assets as engineers with the expertise to manage and service them retire. Electronic software-based systems that are a few decades old can also be a problem. Solutions can require innovation and the input of specialists to retro- engineer parts and subsystems.

Reliability-centred maintenance

Historically, all control and communications equipment was subject to a planned preventative-maintenance cycle designed to maintain the asset in its ‘as built’ condition, or to manage the rate of degradation of the asset to a level that is acceptable.

However, the reliability-centred maintenance programmes for signalling and telecommunications equipment have both identified historic maintenance tasks that cannot be demonstrated to be beneficial either to performance or to the asset and have reviewed the desirable frequencies for the remaining tasks. The benefits of this are that the maintenance resource is utilised more efficiently and, where appropriate, the frequency of visits is adjusted to match the criticality of the asset. An example is two sets of points, one outside a very busy station which moves hundreds of times a day, and a lightly used set on a lightly used route which is only used occasionally. Do they require inspection and maintenance at the same frequency? The answer is no, and the more intensively operated set should require more.

The asset manager is responsible for endorsing and approving any change to maintenance plans and monitoring that the change does not adversely affect the performance of the asset. The Network Rail asset manager also manages a team of specialist engineers that assists and mentors the maintenance technicians as well as carrying out independent competency assessments.

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Intelligent infrastructure

While processor software-based systems can be a problem with early obsolescence, the same technology, together with modern communications, has provided the ability to monitor the condition of assets remotely. Intelligent infrastructure and the Internet of Things (IOT) will take this to another level, with even more information available to assist the asset manager. In the future, this may include automatic input into the SICA system and to request maintenance interventions.

BIM and other integrated asset information systems are also useful tools, but these need to be carefully designed and integrated to reduce manual input and interpretation, avoid duplication of effort and to provide only one version of the truth.

Where substantial numbers of assets within an interlocking area are assessed as life expired, or there is a need to change the operational configuration of the assets, then an interlocking area approach is adopted.

Projects are categorised to include conventional resignalling (where the interlocking and all associated assets are renewed and reconfigured, often with an update to, or replacement of, the signallers control system) and level crossing renewals (including alterations to associated signalling assets). Typically, the opportunity will be taken to incorporate network enhancements and introduce operational efficiencies by combining control areas. This will increase with the introduction of ETCS and traffic management.

Historically, the rate of renewal of SEUs has been about 1.5% of the population per annum, indicating that many assets are being retained in service for over 60 years. So the asset manager has a very challenging, but important and rewarding, role – one that is vital to getting the most out of the railway’s control and communication assets.

Written by Paul Darlington

Fulwell’s blue lagoons

What do we have to thank – or blame – King Henry the Eighth for? The Church of England? Some very ruined abbeys? The fashion for padded shoulders? Flooding and subsequent train delays on the Shepperton branch?

Yes, they’re all down to him.

Plenty has been written about the first two. The painter Holbein knew which side of his bread was buttered when he created the anatomical distortions, but there’s not been much coverage of Henry’s role in all the late arrivals of scores of commuters into Waterloo.

It has to be said that his was a minor role – even from one with such an apparently expansive torso – but by pushing forward a scheme to provide extra water for his Hampton Court Palace he effectively sealed the fate of one of the railways that was to be built in the nineteenth century.

The (then) new Longford river runs from the River Colne to Hampton Court, hugging the contours and passing round Hampton Hill. In 1864, the Thames Valley railway – subsequently renamed more mundanely the Shepperton Branch – had the problem of crossing the Longford river and yet still landing up at the right level to connect with the Kingston Loop that had been built just one year earlier.

The flooding

The solution was to contain the river in an aqueduct over the new railway. The level of the river fixed the available gradient and so the railway dropped gently (very gently) down to Fulwell station and on to Strawberry Hill junction.

Collecting plenty of run-off water in its two cess drains, there came the problem of how to dispose of the water under the Kingston Loop before it was deposited in the Thames.

In the end, there was no happy solution. Water ran reasonably down from Hampton station and then, as there was almost no fall thereafter, for about 400 metres it tended to be stored. Another term, used in the trade, is to say that it flooded regularly from Fulwell tunnel and through Fulwell station.

Some floods have been dramatic. 2007, of course, was a case in point – but just about everywhere was flooded at that time. Fulwell’s flooding has been less about the dramatic and more about the mundane and irritating – the frequent interruptions of track circuits and thus signal failures.

The service on the branch is usually half- hourly, but is augmented with more trains in the morning peaks. These have to be threaded into an already intensive service either on the routes to London via New Malden or via the Windsor lines. A missed pathway to an allocated slot in a platform at Waterloo can lead to disruptions throughout the South West Network.

 

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Final solution

Something had to be done (again). This is a site that has been a problem for years. There are two restrictions to the free flow of water. One is the tunnel to the west of Fulwell station and the other is the station platform area.

The tunnel – more in name than reality – is a pair of parallel extended brick arches with limited clearances and no inverts. Probably built by the cut and cover method, they have no function other than to carry the railway under the A311 road.

Over the years, attempts have been made to renew/repair/improve the drainage through the tunnel. There are record drawings of work going back more than half a century. What was provided in the original build has been lost. Some of the schemes have gone ahead, some were aspirational and may never have happened or only happened in part.

Temporary measures

Hector Kidds is the senior asset engineer in Network Rail’s geotechnical, drainage and weather management section. He relates that, towards the close of CP4, two approaches to the problem were being progressed.

Firstly, there were concerted efforts to discover how the drainage in the area was really meant to work using hydraulic modelling and to investigate what was actually in the ground.

The other approach looked at providing a temporary system of overpumping to try and reduce the inevitable train delays caused by track circuit failures. A new electrical supply was installed and connected to some small pumps that took water from catchpits upstream of the tunnel and pumped it through the flat area of drainage until it could be dropped into the drains at the far eastern end.

This has been effective and has held at bay the very worst of flooding and train disruption. It could only be considered temporary as there is quite an intensive maintenance regime in place to ensure that everything works and that the pumps kick in exactly when needed.

Network Rail’s framework contractor, Osborne, was commissioned to design and install a solution that addressed permanently all the drainage and train delay problems in the Fulwell area.

Working with design partner Arcadis, the scheme that was progressed involved providing large drains through the tunnel linked to a storage culvert under the Down line and a wet sump chamber on the Fulwell side of the tunnel. From there, the water passes though a pumping main to storage lagoons constructed on available ground at the Strawberry Hill junction triangle. Water from the lagoons is then released in a controlled fashion into the existing drains under the Kingston Loop.

“The philosophy behind this approach is that there is little point transferring all storm water straight to the discharge drains as there is not the capacity to cope with it all at once,” explains Hector. “In the end, we had to figure out how much water was coming into the system, how much could go out of the system and so calculate how much had to be held in temporary storage.”

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Lagoons

There may be plenty of room for the lagoons and a construction compound at the Strawberry Hill triangle end of the site, but the same cannot be said of the tunnel end. Away from the railway boundary, everything is well and truly occupied. Thus the excavation works had to be serviced with engineering trains to take spoil away and to bring new materials in. Over the two-week closure period, five trains were used. Sump chambers were excavated for the new permanent pumps and the tracks within the tunnel were removed and the formation excavated for the 300mm diameter track drains.

“As soon as the track came out, the whole place looked like a canal as there was so much water lying there!”

The 400mm ductile iron pumping main, installed and tested by SES, was mounted on piles along the back of the Down platform running towards Stanley Road bridge. The main passes through a 600mm cored hole through the abutments and continues to the storage lagoons.

A new power supply was provided to the pump chambers from the local grid – this being the most cost effective method compared with taking a supply from the railway’s power network.

Public relations

A two-week service disruption is not to be taken lightly, especially in the dense commuter land of the South East. Network Rail undertook a handshaking exercise with commuters along the line to explain why the work was necessary and the benefits that a reliable drainage system would bring.

“The approach went down well with some appreciating the problems with track circuits, but with many more understanding that flood water and 750V DC third rails just do not mix!”

The blockade has passed and the scheme is due to be complete in November 2016 with the final construction of the lagoons and downstream water management works.

In the meantime the existing temporary overpumping continues, but it now uses the much better upstream catchment chamber arrangements.

Henry VIII was also a song writer. One of his refrains starts with the line ‘Alack, alack, I know not what to do.’

It’s a good job, your Majesty, that our engineers knew exactly what to do…

Written by Grahame Taylor

Bristol area signalling renewals

In service for nearly forty decades, the iconic InterCity 125 High Speed Trains (HST) are soon to step back from front line service as the new electric twenty-first-century state of the art Hitachi Class 800/801 Intercity Express Programme (IEP) trains take over on the Western Route main lines.

Network Rail’s ‘The Greater West’ programme is a multi-disciplinary investment programme to prepare the infrastructure from Maidenhead to Swansea. The programme is split into three separately managed geographical areas – Thames Valley, West of England and South Wales.

Rail Engineer recently met up with Andy Haynes, project director for the West of England area, to hear about his £250 million project portfolio. Senior project engineer Matthew Spencer was on hand to explain the finer points of the signalling work.

The West of England area includes the m ain line from Swindon through Bristol Parkway to Patchway and the approach to the Severn Tunnel, Swindon to Bristol Temple Meads via Bath, plus the route between Bristol Parkway and Bristol Temple Meads. It is controlled by the former Swindon, and existing Bristol Temple Meads panel signal boxes. The signalling system has to be immunised against the effects of electric traction but, as most of equipment is now well over forty years old, the opportunity is being taken to replace much of the equipment.

The Swindon Area Signalling Renewals scheme was completed in February this year with the closure of the Panel there. The equipment was renewed on the same basis as described below for Bristol.

Incidentally, the project to remove the defunct Swindon signalling panel to Didcot Railway Centre, described in issue 131 (September 2015), was safely executed last April by the Swindon Panel Preservation Society, thereby preserving a working example of the historic BR Western Region- style of turn-push entrance-exit signalling control panel.

Bristol Panel box

The Bristol Panel box was opened in March 1970 with the ‘Main’ panel controlling from near Chippenham, through Temple Meads and onwards to just beyond Bridgwater, including the Weston-Super-Mare loop. A smaller ‘Stoke’ panel was added in 1971, controlling the South Wales main line from west of Wootton Bassett through Bristol Parkway towards the Severn Tunnel plus the section from Parkway through Filton Abbey Wood towards Temple Meads.

The lines being electrified embrace most of the main lines on the Bristol Panel, ending at Temple Meads. There are no proposals to electrify beyond Temple Meads, so there is no technical requirement to immunise the signalling beyond, but it makes sense to extend the new signalling to Parson Street Jn, the junction for the Portbury Dock freight line and soon to be reopened passenger line to Portishead. However, this leaves the route south of Temple Meads, which will remain to be signalled by Bristol Panel for the moment.

The work being managed by Andy’s team, under the auspices of the Bristol Area Signalling Renewals and Enhancements (BASRE) programme, involves 711 signalling equivalent units (SEUs) and is the biggest recontrol and relock exercise in the country.

BASRE compliance approach

The philosophy being adopted by BASRE is not one of complete resignalling. That would involve drawing up a signalling scheme plan from scratch, ensuring that the layout of signals complies with current standards and replacing everything including equipment on the track – signals, points, AWS, TPWS and ATP.

Finalising a new scheme plan takes much time and effort, involving many stakeholders including TOCs and FOCs.

Furthermore, any redesign of the signal layout would, in order to obtain capacity improvements, need to be re-visited prior to the introduction of ETCS.

Traditionally, trains are brought to a stand by the driver who, having observed a caution aspect and by using route knowledge and experience, brakes safely to a halt at the next red signal. With ETCS, it is the on-board computer that calculates and implements the braking curve. The consequence is that the ETCS block markers (equivalent to a traditional stop signal) do not have to be spaced apart to provide the necessary braking distance. With this constraint on signal positioning removed, as many block markers may be installed as necessary to protect junctions and station platforms, facilitating ‘closing-up’ and thereby improving flexibility, headway and capacity.

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With large volumes of signalling work proceeding all over the country, as well as on the Western Route, signal engineering design resources are under pressure. Given the need for the signalling work to keep pace with the electrification project, an alternative solution has been adopted. It was successfully argued that, as the existing layout has operated safely for 40 years, and on the basis of no initial step change in the timetable, it is sufficient to relock the existing layout with only limited renewal of lineside assets where justified by asset condition, electrification immunisation, or reliability improvements. The existing relay interlockings, of Western Region ‘E10K’ type, would be replaced by a computer-based equivalent, of which more in a moment. Resignalling to modern standards is, however, planned for Bristol Parkway/Filton Bank/Bristol East Jn and will be completed before the new IEP service commences with the December 2018 timetable.

Complex scope

The elements of the signalling renewal are:

» Recontrol of the layout to Thames Valley Signalling Centre (TVSC);

» Replacement of WR E10K relay interlockings with Alstom Smartlock 400 computer-based interlockings (CBI) situated at TVSC;

» Provision of DeltaRail IECC Scalable signaller interface workstations;

» Classic Solid State Interlocking (SSI) Track Function Modules (TFM) controlling trackside equipment;

» SSI data links connecting TVSC with TFMs via long-line data links using the Fixed Telecomms Network (FTN) interfaced by long distance terminals (LDT);

» An uplift to the FTN network to accommodate the required SSI data capacity;

» New lineside equipment location cases with new tail cables;

»  New 650V DC signalling lineside power supply;

»  Lineside cable route: one third reused, one third refurbished, one third new;

»  Track circuits replaced with Thales AzLM axle counters;

»  All signal heads changed to LED type (mostly Dorman with the odd VMS banner repeater) by maintenance delivery team;

»  Non-immune point machines replaced by maintenance delivery team.

A collaborative working arrangement exists between the contractors, with project managers and engineers co-located at Bristol Temple Point. Network Rail, Alstom and Telent have a depot and yard here for storage of materials. The contractors are:

» Alstom is the main (framework) contractor, supplying signalling and signalling power supplies;

»  DeltaRail for the Integrated Electronic Control Centre (IECC) Scalable and signaller simulations;

»  Telent for implementing telecoms equipment including the FTN upgrade;

»  Thales for supply of axle counters;

»  Network Rail Telecoms (NRT) designing telecoms requirements;

»  Network Rail Signal Design Group (SDG) developing the signalling scheme;

»  Network Rail’s Bristol Maintenance Delivery unit, led by Roy Evans.

The new LED signal heads are being placed on the existing signal structures where possible, provided the structure is sound, is not in the way of or has sighting issues relating to the Overhead Line Equipment (OLE), and still has at least fifteen years life remaining.

This approach also saves the cost of putting up brand new signal structures that will only become redundant when all trains are fitted and operating with ETCS. Some new structures have been provided, but the policy has been to minimise the use of huge structures by exploiting the Dorman lightweight fold- down signal product that doesn’t need an access ladder.

An existing gantry at Parkway would have been foul of the OLE and has been replaced with a new immunised equivalent. The bi-directional signals, located on the right hand side of the line, have been retained.

As an aside, in the Swindon panel area, bi-directional signals were originally placed on cantilever structures in order that the aspect be displayed to the left of the driver. These structures are unsuitable for electrification and have now been replaced with single post signals on the right as per the Bristol area.

Automatic Warning System (AWS), Train Protection Warning System (TPWS) and Automatic Train Protection (ATP) track equipment remains as now, albeit with new cables wired to new apparatus location cases associated with the Smartlock TFMs. The Great Western is one of the two ATP trial sites from the 1990s – it will remain in service until superseded by ETCS. ATP is provided between Paddington and Bristol Parkway, and via Bath to just east of Temple Meads.

More than just a relock

Replacing the existing interlockings by Smartlock has the benefit that any subsequent layout alteration, resignalling or introduction of ETCS can be effected simply by making appropriate data changes to the CBI.

With a relay-based system, this would involve extremely complex wiring alterations, not least because the locking would have to be brought into compliance with modern standards.

However, some alterations are being made to the existing layout design including the significant changes described below.

The introduction of the IEP depot at the former site of Filton Tip requires two new connections. The main depot entrance connection will lead off the Avonmouth branch whilst the exit will be onto the Down Tunnel line and will be accompanied by a mainline crossover between the Down and Up Tunnel lines to enable access to platforms at Parkway. This, together with the re-quadrupling of the Filton bank line and remodelling of Bristol East Jn and Bristol Parkway, all to modern standards, provides the capacity and resilience for the December 2018 timetable.

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At Bristol Temple Meads, an unusual feature of the existing layout is the provision of ten St Andrew’s crosses, effectively splitting the through platforms into two. They are actually black crosses on a permanently illuminated background within a red case suspended from the station roof that act as car-stop marker for drivers.

When setting a route into a platform, the signaller has a choice of mid- platform or end of platform exit button to press. Through platforms are allocated separate numbers for each section and the actual exit button pressed will illuminate the platform number on the signal, thus advising the driver whether the train should stop at the St Andrew’s cross or continue along the full length of the platform.

The disadvantage of this arrangement is that, even if the signaller sets the route to a St Andrew’s cross, the route is actually set and locked for the full length of the platform, including overlap at the far end which may restrict other movements.

Secondly, this arrangement is not covered by standard signalling principles and could lead to confusion if the platform number displayed is contrary to what is expected or not correctly interpreted.

Accordingly, this arrangement is not being perpetuated. All ten crosses will be replaced with back-to-back signals with position lights, meaning that each half platform will be fully signalled and so providing a safer and preferred design solution whilst allowing the existing service to operate. The position of some of the new platform sharing signals are being moved from the cross positions to suit present day train working and in anticipation of the IEP service.

New Warner routes (delayed yellow) with zero overlaps are being provided up to the platform sharing signals if the far platform is occupied. If the far platform is clear, a main route will be given with a reduced overlap using the free platform.

Clifton Down station is a passing place on the single line to Severn Beach. A new fixed red signal is being provided for Up direction moves into Platform 2, and two existing signals have been moved, allowing trains from Bristol to turn-back at this station, a movement desired by the TOC but not previously available.
Charfield loops are to be upgraded for passenger moves incorporating full overlap protection and the removal of permissive working.

Project phases

The project is being delivered in several stages (see map above):

»  August 2016 – Filton diamond relock and recontrol to TVSC;

»  February 2017 – Badminton line relock and recontrol, Stoke panel at Bristol defunct;

»  November 2017 – Bristol Parkway resignalled in new layout configuration with a new platform;

»  April 2018 – Bristol Temple Meads relock and recontrol to TVSC;

»  December 2018 – new platform brought into service at Filton Abbey Wood and new signalling with re- quadrupling between Dr Days Jn and Filton Abbey Wood, new IEP timetable commences;

»  April 2019 – Bath corridor relock and recontrol to TVSC;

»  Control Period 6 – possible remodelling of Bristol East Jn.

On completion of this work, Bristol Panel remains in service with just the south line from Parson Street towards Taunton. There is a plan to re-open the original terminal platforms at Temple Meads to provide more general capacity for trains terminating here, but the Panel Box occupies the throat. To decommission the panel, proposals are in hand to recontrol Bristol south area to TVSC in CP6 after 2019.

In addition, an FTN node is located within the box and would need to be relocated. There are also plans for a Bristol Metro, of which Stage 1 (service to Portishead branch) can be accommodated within the existing layout. Future phases will be helped by the proposed remodelling of Bristol East Jn.

Further west, plans are afoot to resignal Cornwall and provide capacity for a half-hourly service between Plymouth and Penzance. This is expected towards the end of CP5 and on into CP6.

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When is a ROC not a ROC?

Network Rail’s National Operating Strategy lists TVSC as a Rail Operating Centre (ROC). However, the two-story building tucked away in a constrained site at Didcot was built as a signalling centre before the concept of the national ROCs was announced. Work continues apace to recontrol the Western Route signalling from life expired boxes and to date Paddington to Swindon is currently controlled with Bristol coming on stream as described above. The Oxford area is also being prepared for transfer.

TVSC does not have all the facilities in the ROC specification, nor is there currently space in the building to accommodate Network Rail’s Route controllers who are based in Swindon. So it remains to be seen how TVSC is upgraded to become a ROC.

TVSC exclusively uses the DeltaRail IECC signaller interface. The Swindon area was commissioned with IECC Scalable (issue 92, June 2012) as will Bristol, whilst the existing classic IECC workstations are gradually being converted – Reading has recently been upgraded. Interlockings are a mixture of Siemens Westlock and Alstom Smartlock 400. FTN is the carrier for SSI data links from TVSC to TFMs on site.

Thanks to project director Andy Haynes, senior project engineer Matthew Spencer, TVSC operations manager Simon Ponter, local operations manager Graham Wells and control centre technician John Kai Kenyon-Noquet for their help in the preparation of this article.

Written by David Bickell.

A concrete solution

Following permission being granted for the redevelopment and extension of Nottingham’s tram system that included substantial investment, the city and surrounding areas were set to benefit from an extension to the tram system that was more than double its original size.

In total, 17km of additional track would extend the tram system to the south and south west of the city including Chilwell, Beeston, Clifton and Wilford, providing passengers with a direct link to national train services.

With the development set to introduce two new transport lines, the city of Nottingham and the outlying towns and villages of Nottinghamshire would benefit from a reliable and efficient transportation network capable of delivering 23 million passenger journeys each year. To accommodate this, an additional 28 tram stops were created, taking the total number of stops to 51.

With a substantial requirement for a number of specialist concrete mixes, alongside a variety of bespoke paving and kerbing solutions, contractor Vinci Construction identified Aggregate Industries as the ready mix and precast concrete partner that could deliver flexible processing and supply methods to meet demand.

Mix and match solution

Alongside a need for visual and performance uniformity throughout the project, there was a task to be done on achieving agreement from all parties, including Vinci Construction and two councils on various specifications including the colour and concrete design.

Each party brought to the table very specific ideas of how certain tram stops should look in accordance to its individual surroundings, as well as 17km of tram line that would run across the town of Nottingham. It was up to Aggregate Industries to identify a palette of products which could be used in a variety of sections – delivering both a resilient and visually appealing finish.

Aggregate Industries was appointed early on in the process to supply a portfolio of its Charcon paving materials, as well as the products and services of their Ready Mixed Concrete division. With innovative and cost saving solutions that could be used to build and renovate a number of bridges on the development, as well as to complete the concrete elements of the track itself, Vinci also awarded the supply of specialist ready mix concretes to Aggregate Industries.

Building bridges

The wider infrastructure changes to the new tram line extension included the creation and redevelopment of four bridges. The pre-existing bridge structures needed to be widened and reinforced with new concrete road surfaces, which would mean extensive and costly changes to the piling of each bridge.

Aggregate Industries’ product recommendation was Lytacrete – a specialist lightweight concrete using Lytag secondary aggregate, which can be up to 40 per cent lighter than traditional comparable materials.

Therefore Aggregate Industries was able to reduce or eliminate the need for expensive repiling works and deliver a significant cost reduction on the redevelopment and creation of all four bridges.

Furthermore, Aggregate Industries was able to refine the Lytacrete manufacturing process to produce a mix with lower density than usual. Traditionally, Lytacrete is produced with an oven dry density of 1800kg but, in order to correctly meet the weight-bearing capacity of the bridges, a density of 1450kg per cubic metre was required. This was achieved through the use of both Lytag course and fine material being used in the concrete mix.

In total, 1,600 cubic metres of Lytacrete was supplied for the completion of all four bridges throughout the tram development.

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A colour match to suit

8,000 cubic metres of Articimo Exposed concrete was also supplied, which was used as the finished surface in-between and around the tram track, as well as in larger pedestrian areas such as the popular Queens Walk in the centre of Nottingham and at the majority of the 28 new tram stops.

Articimo Exposed is part of a range of decorative, exposed aggregate and through- coloured ready-mixed concretes which, for this project, offered the designers a broad pallet of visual possibilities in both texture and colour. The surface was achieved by placing the concrete in a conventional manner and retarding the surface of the concrete in order to allow for the removal of the top layer of skin at a later stage.

The removal of the outer ‘skin’ of cement paste uncovers a decorative coarse aggregate underneath. Due to its decorative finish, contrast with other materials, durability and skid resistance, the exposed aggregate finish was ideal for this type of application.

Using the same base mix, the company supplied a choice of decorative concretes in three colours – Golden Flint, Articimo Midnight Dark Granite and Articimo Non-Pigmented Light Granite.

The pigmented mix was colour-matched to the adjacent asphalt and laid as nibs directly next to the tram track itself, to provide a durable surface that would resist the vibration of the transport system – a more effective solution to block paving and asphalt in this setting. Articimo was also specified, not only to reduce ongoing maintenance on the line, but also to improve skid resistance for cars travelling over the rails – especially during wet weather.

The process of developing the right colour- matched product took approximately eight months and included a variety of field tests, laboratory samples and full site trials, with the final products requiring full approval from all parties.

Pedestrian friendly

Aggregate Industries turned to its Charcon division to supply a suite of pedestrian walkway surfaces which consisted of complementary paving materials that could offer durability, affordability and aesthetic appeal in abundance.

The Charcon team worked closely with project decision makers to devise a palette of materials that ensured a uniformed visual appearance to all of the 28 new tram stops, whilst allowing each council to meet its own design requirements with unique laying patterns.

With a total of five products offering a variety of practical and visual benefits, Aggregate Industries was able to meet the needs of both councils, especially when it came to its steel or fibre-reinforced flag paving – Charcon Ultrapave.

Ultrapave, whilst boasting the appearance of natural granite, provides the ideal reinforced solution for high volume urban paved areas that require a durable pavement which reduces the potential of trip hazards and fractures from vehicle run-over.

In total, two variations of Ultrapave textured paving were supplied in dark grey and silver grey colourways, covering 23,065 square metres across the breadth of the development. In addition, 6,588 square metres of Woburn block paving, which consists of a rumbled and weathered appearance, was supplied alongside a substantial amount of premium quality Charcon Andover flag and block paving and a considerable quantity of Tactile paving, a regulation-compliant surface solution to assist visually impaired pedestrians to identify hazards.

Lastly, the dedicated team was asked to create a bespoke kerbing solution that matched the colour, texture and durability credentials of its popular premium Charcon Appalachian product. Combining uniquely formulated granite aggregate for inherent durability, Aggregate Industries was able to use the same Appalachian mix to form 6, 588 square metres of kerbing for all 28 of the new tram stops.

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Ticking all the boxes for functionality, appearance and cost efficiency, this suite of products offered itself to a choice of laying patterns which suited the differing requirements of the two councils.

Just in time

With such large quantities of both Lytacrete and Articimo on a rolling, just-in-time delivery plan, Aggregate Industries ensured they made efficient use of its nearby Nottingham and Mansfield processing plants to help process and develop the suite of bespoke products. Quality control was ensured at all time to prevent any cross-contamination or logistical issues for these specialist concrete products.

Vast modifications were also made to improve the production facility in Nottingham including the creation of an additional aggregate storage bin to meet Vinci Constructions’ requests. In addition to this, a dedicated logistics manager was appointed to specifically manage the product and delivery complexities of the Nottingham Tram Project. With the majority of raw materials used in the concrete being supplied by Aggregate Industries, there was an additional task to seamlessly deliver the logistical requirements and meet challenging concrete demands of this project.

With the tram line being divided into 30 sections, each with its own engineer, Aggregate Industries played a critical role in educating engineers on the different type of concrete they would require for their section of the track, as well as devising a simplified ordering system which would minimise any confusion when ordering different shades of Articimo.

Collaborative approach

From the specialist and collaborative product recommendations, to the logistical nous of the delivery drivers, Aggregate Industries worked tirelessly to meet every challenge head on in order to comply with what was a challenging specification across both the hard landscaping and Ready Mix Concrete elements of the project.

Completed last year, the Nottingham tram extension showcases the company’s ability to collaborate and solve real construction problems with an intelligent combination of industry knowledge, manufacturing skill and a true dedication to timely supply and still remains as Aggregate Industries largest job to date using its Articimo concrete range.