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Sub Surface Renaissance

Considerable publicity has already emerged on the new S stock trains being delivered to the Metropolitan Line.

However, these are only part of a massive overall programme to upgrade all of London Underground’s sub surface lines. With a variety of ageing rolling stock, and some signalling systems that date back to the 1940s, the lines are overdue for modernisation.

Hedley Calderbank is the Upgrade Sponsor within London Underground (LU) to ensure that the project plans are financially on course to deliver all the required benefits to LU’s business.

He gave the rail engineer a fascinating insight into the project, its planning and delivery.

The business plan

In the PPP era, the two organisations awarded the contracts were required to put forward plans for major improvement works. Metronet, responsible for the Sub Surface Railway (SSR), was committed to a complete upgrade of trains and signalling on all those routes as a single project.

The existing track layouts had been unchanged for years – some even dated back to the loco hauled days of the Metropolitan Railway. Piecemeal renewals had kept everything largely unchanged as this had been the simplest thing to do.

As a result, many track layouts were less than optimised for the existing train service while the capabilities of both signalling and rolling stock fell well short of LU’s aspirations for capturing more traffic.

The PPP organisational structure has been overtaken by events, but it was the catalyst for developing the SSR scheme as a single entity embracing the Metropolitan, District, Circle and Hammersmith & City lines.

The ensuing business case for the upgrade has been based around a number of elements:

  • Shorter journey times for passengers – entry gate to exit gate
  • Faster trains with better acceleration
  • Provision of more frequent trains, thus giving less waiting time on station platforms
  • Higher speeds on the Metropolitan line out in the north-west suburbs
  • Fulfilment of suppressed demand because of existing service limitations

Considerable work has gone into proving that the business case is robust. The peak number of trains per hour on every route will be increased as follows:

  • Metropolitan Line – from 21 to 28
  • Circle and Hammersmith & City (central section) – from 28 to 32
  • District (central section) – from 28 to 32
  • Hammersmith & City – from 7 to 16, already partially achieved by the extended Circle line
  • District Line branches – by 1 train on each

Many of these additions are interdependent but, once the existing signalling has been replaced, the peak passenger capacity of the network will be increased by more than 30%.

Layout constrictions and improvements

The SSR group of lines has four major junctions where little can be done to eliminate flat crossings: Aldgate, Baker Street, Edgware Road and Earls Court.

To provide grade-separated layouts would be prohibitively expensive. However, running more trains across the conflicting paths can be simplified by changes to the track layouts, the signalling system and the use of ATR (Automatic Train Regulation).

One example is the Metropolitan line at Baker Street which has two through platforms and two terminating bays. The new service envisages 28 trains per hour with 12 terminating and 16 running onto the Circle line.

This can be achieved by minor adjustments to the track layouts and by changing the signalling to give better ‘run in’ times to platforms so that over restrictive overlaps are removed.

Elsewhere, there are around 30 locations where even minor changes to the layout can give improved operating flexibility and/or higher speeds, as well as providing the opportunity to terminate trains at additional stations.

Some of those locations will have new trackwork with fewer point ends and thus cheaper signalling and less maintenance. Bi-directional signalling enhances these simplifications at some sites.

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Installing a Bailey Bridge at Neasden for construction traffic access. Photo: the rail engineer.

The Signalling Work and Contract

As important as the provision of the new trains is the resignalling of the entire SSR network with a modern Automatic Train Control (ATC) system.

The signalling work contract has recently been let to Bombardier for a value of around £350m based upon their CITYFLO 650 product which has been proven on the Metro de Madrid and the Shenzhen Metro.

The terms and conditions for implementation are predictably quite onerous. For the first time on LU, there will be no major blockades permitted for signalling installation, testing or commissioning, although some closures will, of course, be needed for trackwork changes.

The ATC system will first be tested and proven by Bombardier on the Old Dalby test track in the East Midlands. This is planned for 2012/3. Thereafter the new lineside signalling equipment will be progressively installed with the intention of testing it in traffic while in shadow mode.

It will be switched to be live during engineering hours to enable testing to be carried out, but switched back to the old system ready for traffic the next day. The system will have all the features one would expect of a modern metro:

  • Automatic Train Protection – continuous with elimination of train stops
  • Moving Block, allowing variable headways
  • Attended Automatic Train Operation retaining the driver in leading cab
  • In-cab display showing movement authority status and no lineside signals
  • Automatic Train Regulation with junction optimisation

Lineside equipment is much reduced with most of the active equipment on board the train. Space was designed into the rolling stock design for the new signalling equipment.

However, as some new trains have already been delivered, these will need to be retro-fitted as will the engineering fleet. Later builds of the trains will have the in-cab signalling fitted as original equipment at the Derby factory.

The new Service Control Centre has already been built. A second disaster recovery centre will also be provided in due course. All communication to and from trains will be by radio which will use conventional aerials on the overground sections.

However, radiating cable will be needed at some locations in tunnels where antenna mounting is not possible. It is intended that a dual transmission path will exist continuously to all trains, resulting in an extremely robust communication system.

To achieve this, both cab units on the train will be active and will receive radio data by independent paths. The cab units will be connected together via an on-train fibre link.

A new fibre network will be installed to convey safety critical instructions to the trackside transmitting points.

Train position will be confirmed by small track-mounted balises. Axle counters will be used for secondary detection only. They will not be needed under normal operation but, should disruption occur, then they will be part of the recovery process.

Point machines of varying types – pneumatic and electrical – will remain where the layout is unaltered, but for new trackwork LU will standardise on a modern in-bearer clamplock design on ballasted track and the Surelock point mechanism elsewhere.

Since station dwell times will be critical in achieving service performance, the driver will have responsibility for door closing, aided by an in-cab countdown clock.

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Track relaying. Photo: the rail engineer.

Interfaces with other lines

The Metropolitan and District lines share tracks with the Piccadilly line from Rayners Lane to Uxbridge and Barons Court to Acton.

The District line operates over Network Rail tracks to Wimbledon and Richmond while the Metropolitan line has to accommodate Chiltern Railways trains over its tracks from Harrow to Amersham.

Different philosophies are being employed to cater for the continued safe operation of these “alien” train services.

On the Piccadilly line sections, studies have shown that it is more cost effective to equip the trains with the new SSR ATC equipment rather than to provide dual ATC and lineside signals.

This will also allow interoperability of tracks between Barons Court and Acton so permitting both District and Piccadilly trains to run on either track.

The full ATC system will be provided on the Wimbledon branch from Putney Bridge to Wimbledon in addition to the legacy lineside signalling for the few non-LU trains.

From Gunnersbury to Richmond, the ATC system will be overlaid on the existing conventional Network Rail signalling. On the Chiltern line, there will be lineside signals in parallel with the full ATC system for Marylebone to Aylesbury trains.

Provision may need to be made at Watford for the extension of the line to Watford Junction under the Croxley Link scheme now under active consideration by Hertfordshire County Council.

Should the project come about, this will mean another interface with Network Rail signalling at Watford High Street.

The Chesham branch will remain ‘One Train Working’ but the junction will be moved northwards from Chalfont & Latimer to gain greater capacity.

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New S stock train on the Metropolitan line. Photo: the rail engineer.

Project Phasing and Priorities

8-car S stock trains are already entering service on the Metropolitan line and deliveries will be complete by 2013. These will take over from the A stock that has been in service since 1960 and are LU’s oldest trains.

The new trains have, however, necessitated some adjustments to the existing signalling to cater for slightly longer cars, a different driving position and altered signal sighting.

Before the new ATC signalling can be brought into public service use, all trains on a particular route must be operated solely by the new stock.

New signalling can then be commissioned on the Uxbridge branch and then progressively on the rest of the Metropolitan line by 2016, although not at that stage from Baker Street to Aldgate.

Similarly, on the Circle, Hammersmith & City and District lines, which will all receive 7-car S stock sets, the existing signalling will be modified so that trains can be driven for a period in manual mode.

S stock deliveries will be complete in 2016 whereupon the new signalling will be commissioned on the Circle and Hammersmith & City routes, with the District line finally being converted by 2018.

The complexities of this project should not be underestimated. It will be considerably more difficult to achieve than the recent Victoria and Jubilee line upgrades as these were essentially end-to-end routes with no intermediate junctions.

There will no doubt be issues surrounding the required safety case, although a measure of cross acceptance will be applicable as the technology has successfully been applied elsewhere.

To facilitate this, LU has every intention of not deviating from the standard signalling product even if this means changing its operating rules.

It is going to be fascinating over the next seven years to watch the work as it progresses.

The end result will be a world class metro operation that should be good for an intended life of 40 years.

The future’s bright, the future’s ATWS

For over ten years, Track Warning Systems have been hyped as a track safety and productivity solution. The reality was minimal use and failed pilot schemes. Automatic Track Warning System (ATWS) installations at 17 key locations in 2002 were soon removed.

The Track 02 system lost its safety approval in 2004 after over a hundred sets had been purchased by Network Rail’s Contractors.

Now times are a changing with Network Rail’s successful large scale LOWS (Lookout Operated Warning System) initiative.

Does this mean a brighter future for Track Warning Systems? With the next generation of ATWS under development, and the McNulty report requiring the adoption of more efficient continental practices, it would seem so. The rail engineer visited ATWS suppliers Zöllner and Schweizer to learn more.

Large scale LOWS use

Zöllner’s Frank Peters states that 230 portable LOWS kits have been supplied to Network Rail’s maintenance teams over the past two years. He knows this equipment is intensively used as Zöllner has been closely involved in its introduction by providing training, a hotline, servicing, repair and annual recalibration.

Frank commented: “Initially we were called out quite a bit, but less so now, as depots get used to the kit.”

Network Rail’s standard NR/L3/MTC/SE0206 “Introduction and Management of LOWS Equipment” specifies the competence for its use and the support to be provided by Infrastructure Maintenance Delivery Managers (IMDMs).

This includes the need to map locations to establish a pre-determined Safe System of Work (SSoW) and to confirm radio coverage.

Training is the same for a LOWS Controller and a LOWS Lookout. LOWS competence is deemed to have lapsed if it is not used within 28 days of initial training. Thereafter LOWS must be used at least 10 times in the next three months and once every three months after that.

Network Rail’s successful LOWS implementation is due to the work of the Track Warning Systems (TWS) Steering Group and those in the maintenance organisation who have driven its introduction. Some depots immediately saw its benefits and made more use of LOWS than others.

No doubt the use of LOWS will increase as, with large scale use, its benefits become clear to all. The time to set up and test a LOWS SSoW is very similar to that for a conventional lookout.

Zöllner consider that by far the greatest use of LOWS is for mobile patrolling. LOWS lookouts remain static but can leapfrog each other as the patrol moves in accordance with the pre-determined SSoW determined by the mapping exercise.

Previously, it was often not practicable for mobile Lookouts to maintain the required sighting distance and mobile workgroups accounted for a large percentage of track fatalities so mobile LOWS use offers a significant safety benefit.

Other advantages are that, at night and in fog, there is no need to impose a 20 mph TSR as the LOWS Lookout can be positioned where the train passes. Also the LOWS Lookout need not be on the rail infrastructure. For example a bridge over a steep cutting offers improved radio coverage, increased sighting distance and a less hazardous situation.

The status quo, our greatest competition

Although both Schweizer and Zöllner supply Track Warning Systems, Schweizer’s Chris Foreman feels that his “greatest competitor is the status quo”. On the Swiss rail network, which is less than a quarter the UK network, he estimates the use of ATWS to be between 50 and 100 per day. Both Chris and Frank estimate that ATWS use in the UK is 5 to 10 per day.

Chris clearly believes large scale use of ATWS would benefit the UK rail industry but feels that current arrangements do not provide sufficient incentive for its use as “Programme Managers have to pay for ATWS but do not get the financial benefit from engineering access savings”.

Chris Foreman considers that the McNulty report’s benchmarking UK rail against European practice should drive increased use of ATWS. Frank Peters thinks that it’s odd that, although the RIMINI standard requires ATWS to be the first consideration for Red Zone working, its use is a tiny percentage of Red Zone working. He also feels that ATWS use needs to be considered earlier in project planning.

Unlike LOWS, ATWS automatically detects trains by rail mounted treadles or sensors. It therefore has a higher safety integrity level with manpower savings, particularly at junctions.

The system consists of detection, processing and warning modules that can be connected by either radio or cables. Although radio offers quicker set up times, radio equipment is more expensive than cables and requires batteries to be changed daily.

Both Schweizer and Zöllner supply equipment to companies who offer ATWS solutions. Schweizer supply their Minimel 95 equipment to McGinley and Rail Safety Solutions and Zöllner supply their Autoprowa equipment to Vital Rail and Rail Safety Solutions.

ATWS works well at sites of a long duration. Schweizer’s system was used during BIRSE’s construction work at Southend Airport station where ATWS facilitated access to speed up the project.

Zöllner ATWS equipment on the Forth Bridge minimised the risk to trains by warning Balfour Beatty’s scaffolders to ensure items are secure as trains pass underneath them.

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Zollner control unit. Photo: the rail engineer.

The Next Generation

Both Schweizer and Zöllner are about to launch their next generation Track Warning Systems onto the UK market and expect to get product approval soon.

When approved, both of these systems will have new methods of installing train detection treadles enabling them be set-up in about 5 minutes (i.e. between individual trains) as well as bi-directional radio, to provide the LOWS Lookout with confirmation of the warning on site, and movement detection as a deadman’s safety device. They also use less energy and so are lighter than previous systems.

These improvements will give Schweitzer a fully portable LOWS system. Zöllner’s new system uses a Lithium Battery with its own charge indicator and with an optional increased maximum warning sound to 120dB.

Usually the warning will be less than this as Zöllner’s Autoprowa system has microphones to ensure that the warning is appropriate to the ambient noise level. Schweizer will have repeaters to ensure signal strength.

Both these systems have been already been approved in Europe by independent safety assessors, Technischer Überwachungs-Verin (TÜV).

Frank Peters feels that in recent years Network Rail’s “acceptance process is now more professional” and now recognises TÜV technical approval so that product acceptace primarily concerns integration with UK methods of working.

One of the features of the new Zöllner and Schweizer equipment is that it will no longer be necessary for each control unit to be individually manned.

As a result long worksites need only have one LOWS controller. Frank advises that Amey Colas are keen to use this new equipment so that LOWS can provide warnings to staff on the open line adjacent to their High Output track renewals sites.

Controlling the risk to trains from engineering work

ATWS equipment can be used as part of a safe system of work to protect trains from engineering work, as illustrated by the Forth Bridge example. Chris Foreman advises that Schweizer are developing a system to control the risk to trains on the adjacent open line from machines working in an adjacent possession, enabling such lines to be kept open.

This is based on a 2004 pilot scheme which used ATWS equipment to warn machine operators of approaching trains. When it was then confirmed that machines were not foul of the open line, warning detonators were removed from the line.

This method of working was subsequently included in the Rule Book. While similar, Schweizer’s new system uses an emergency red light and temporary TPWS loop to stop trains unless there is confirmation that the line is not fouled by machines.

Using signalling system to detect trains

Using the signalling system to activate a track warning trains offers instant set up times and reduced costs associated with train detection. It also reduces unnecessary warning as, unlike ATWS, the signalling system takes account of the position of points and trains being stopped at signals.

In the UK, use of the signalling system to provide track warning is confined to small scale use of TOWS (Train Operated Warning Systems) on plain line track, in contrast to more sophisticated systems employed in Europe.

In Switzerland, Signal Controlled Warning Systems (SCWS) have been in use for 15 years. SCWS uses processor modules which, with one exception, take a read-only feed from the signalling system to provide a warning for a section of track within the signalling area.

The exception is the need to delay a signal being cleared to provide adequate warning time. The SCWS systems for the track concerned are generally activated on request by, for example a switch, a radio key or detection of a warning module being plugged in. At some locations the length of the warning module’s cable is the length of track for which protection is provided.

Chris Foreman believes that Schweizer’s SCWS could offer significant benefits especially at busy junctions. These are due to reductions in the number of lookouts, and increased working time by eliminating unnecessary warnings from trains approaching the junction which don’t go through the worksite.

Signalling schemes that install bi-directional working and for which additional track staff protection is required, are a further application. Chris feels it should be relatively straightforward to install SCWS in the UK, especially if initial product approval was confined to a read-only feed from the signalling system.

The Austrian version of SCWS uses the GSM-R infrastructure to receive requests for track warnings and activate warning modules. Frank Peters advises that this project has been under development for ten years and saw its first pilot application this year.

It quickly establishes warning systems for any type of worksite, has no radio reception issues and largely eliminates lineside cabling for warning systems. It is however a long term solution. A more immediate option is the use of GSM-R for track warning systems to eliminate the effects of radio black spots.

A new dawn

For ten years, UK use of track warning systems has been minimal. A new dawn is now breaking with Network Rail’s LOWS use solving the problem of mobile patrolling with significant safety and productivity benefits. Although there is still a resistance to the use of automatic train detection, this must surely change with McNulty’s challenge to improve the productivity of engineering access by learning, in part, from European railways .

The difficulties of introducing automatic systems, including detection by the signalling system, should not be underestimated as many factors reinforce the status quo. Tackling this includes the need for cultural change, gaining workforce confidence, product approval and appropriate contractual incentives.

The signs are that Network Rail now has both the commitment and ability to meet this challenge for which its large scale use of LOWS should provide a springboard. Schweizer and Zöllner are also key players who can provide European proven equipment to ensure that soon the status quo will no longer be a serious competitor.

For further information on Network Rail’s Innovation Process and to submit new Track Warning System proposals click here.

 

MacroRail 2011

The Railway Storage facility at Long Marston, south of Stratford upon Avon, was host to the recent MacroRail 2011 Exhibition.

For the first time, some 60 Rail Alliance Members gathered together to display their products both on track and in a live rail facility. The rail engineer went along to have a look.

At the entrance to the site, various road-rail vehicles were being unloaded from their trailers. The logos of Keltbray, Trackwork, UCA, JCB and Motorail Logistics were much in evidence.

Three Keltbray Road Rail Vehicles and a Mini Tamper from Trackwork were offloaded from their low loaders onto the track just as they would at a possession access point.

Three areas

The show was split into 3 distinct areas; infrastructure plant, depot maintenance and rolling stock components and services.

With plenty of space available, and members not having to pay to exhibit, it was refreshing to see that companies were able to spread themselves out and display their product ranges properly as opposed to cramming what they could into a 3m x 3m space.

Most of the infrastructure plant was on several sidings, while the components suppliers and some of the more delicate equipment were tucked away indoors in one of the larger hangers on the site.

Just inside the doors of the hanger was KOREC, specialist in the provision of construction, mapping, machine control and rail survey solutions for the rail industry.

It used the space offered at MacroRail to showcase Trimble’s GEDO CE Track Measurement Device, a multi-function, highly accurate track measuring device which, together with field and office software, is approved by Network Rail for use on all of its infrastructure.

However the undoubted star of the KOREC show was the SenseFly SwingletCAM, an unmanned flying camera for aerial mapping projects which can be launched by hand and weighs less than 500g. KOREC’s Andrew Blogg made full use of an outside demonstration area to show just how quickly and easily the SwingletCAM can be launched – it certainly brought the spectators’ cameras out!

Recently trialled successfully by Costain on the M1 with a view to speeding up their planning and progress reporting process, the Swinglet CAM would be ideal for use in the rail sector for applications such as route planning and checking track-side vegetation.

KOREC were only one of several exhibitors taking advantage of Long Marston’s open spaces to show their products off outside. Close by, Arc-Gen Hilta was demonstrating its Weldmaker along with ESAB’s Railtrack welding unit.

The Network Rail approved lightweight portable generators were remarkably quiet while the automated welder sparked into action and provided a smooth accurate weld in next to no time.

In the depot area, Motorail Logistics’ road-rail shunter resembled a giant JCB tractor with buffers. It is based on a JCB power platform but weighs in at a fraction of the price of traditional shunting vehicles while offering the flexibility of being able to be used off track as well.

Inside the hall

Back in the hanger, Sheffield-based Zonegreen had brought along a brand-new automated remote control system which allows maintenance depots and sidings to operate manual points from the vehicle without having to leave the cab.

Also of interest to depot operators was Autodrain, which was exhibiting an oil drainage pump that is currently installed at the Hitachi Depot in Ashford, Kent. The company also designs and manufactures a product called Oil Away.

This pumps hot oil straight from the engine sump into a storage tank. Leak-free twist connections to the sump mean fewer oil spills in the workshops and prevent any burns from hot oil to maintenance operatives.

Bratts Ladders of Nottingham was demonstrating various access platforms and ladders which were made out of glass fibre which are already being used in depots and heritage maintenance yards for accessing rolling stock safely.

Visitors watched as Bratts’ personnel erected a lightweight Teletower to a height of 4 meters in a few minutes. Even more impressively, they dismantled it again, folded it up, and fitted it into the back of an estate car.

Achilles showcased Link-up, the rail industry supplier registration and qualification scheme, which is used extensively by procurement, engineering, safety and quality professionals. Approximately 2,700 individual users currently have access to Link-up information on existing and potential suppliers to aid them with their procurement activities.

Back outside

Outside again, and Trackwork were demonstrating their mini-tamper on a 200 metre run of siding. This road-rail Plasser & Theurer 08 Tamper, which at only 7 metres long, can turn itself round on its own axis. After a 200 metre run it simply jacked itself up, spun around through 180 degrees, and proceeded to carry out another run.

Keltbray’s three road-railers, which had earlier been seen at the entrance, were up now also in the sidings. A tracked Komatsu P228, fitted with a Movax SP50-W vibratory piling hammer, was demonstrating picking up tubular steel pile then starting to drive it into the ground.

A second P228, this one with a Fambo piling hammer, finished the job off. The Movax then pulled the pile back out again, ready for the next demonstration to start.

Alongside all this noisy action was Keltbray’s one-of-a-kind Mani-Railer. Recently used to erect communications masts and a variety of maintenance operations from Bedford to Chichester, the RRV is capable of lifting to 17 metres with a load of five tonnes.

The platform, which is controllable from the basket or from the base vehicle, can extend out and underneath a bridge to remove the need for scaffolding or rope access while surveying.

Transformers and seats

Chesterfield based Trans-Tronic, who acquired Tesla Transformers and EMDEC in 2009, have continued to expand into the railway industry. The signalling, transformer and rectifier manufacturer was displaying a range of coil windings and toroidal transformers.

For stations, Eglin Concourse International exhibited their range of public waiting area seating including an external DDA compliant platform seat unit, a wall mounted perch unit and a polished stainless steel seat unit with upholstery pads suitable for internal waiting areas.

Eglin have recently added a new Iroko wooden bench unit to the seating range and this was also on display.

Made in Britain

Manufacturing is alive and well amongst Rail Alliance members. Several firms inside the hall represented the British manufacturing rolling stock component sector.

Glass specialist Independent Glass were displaying toughened, laminated and laminated toughened glass compliant to the BS857 Kite Mark. Stare out of any window on a UK train and the chances are you are looking through Independent Glass.

You may also find their products in the doors, internal draught screens, luggage racks and the mirrors in bathrooms on trains throughout the UK.

The glass specialist was a major contributor to the safety standards set in the UK and have a purpose built test rig where they test the glass to the latest GM/RT 2100 Issue 4:2011 test standards.

Worcester based Southco were displaying their security latches, locks, electronic access and positioning controls. Representatives asserted that, no matter how much vibration there was on a train, if there was a Southco product holding it closed there was no way the vibration would open the lock.

Avdel were promoting their blind fastening locking bolt system for fixing to a component where you only have one sided access. The Welwyn Garden city based business is celebrating its 75th anniversary this year.

All in all, a wide range of Rail Alliance members were represented, 61 in all out of a total membership of over 200. Regular contributors to the rail engineer were amongst them, including telecommunications network specialist Westermo, Visul Systems with its range of tactile strips and tiles for stations, York EMC who showed how to check for EMC emissions for trains and lineside equipment, and Rockwell Automation.

TQ Catalis talked about training, Hall Rail about switches and crossings, Wor-Rail about Nencki lifting equipment, and Vital Rail about security. ACO Technologies were the people to see of you were interested in water management and drainage, and MIRA was there if you wanted to crash test your train!

Positive verdict

Robert Hopkin, Executive Director of the Rail Alliance, reflected on the success of MacroRail 2011.

“We are delighted that so many of our members have taken this opportunity to take space here,” he commented.

“Our aim for this inaugural event was to prove the concept can work, with the Rail Alliance taking the financial risk in staging this year’s event. Importantly, we have felt for some time that, whilst the major exhibitions have their place and provide their own value to exhibitors, we also see that there is a requirement for a ‘no-frills’ opportunity for companies to exhibit their products and services in a rail environment and this is why we developed the MacroRail concept.

“Another feature of the event, and this is more of a reflection of the diverse nature of our membership than anything else, has been the opportunity for our members to indulge in a bit of what we call “Four Walls Working” whereby business opportunities between members can be discussed and debated, person-to-person, with the equipment right in front of them.

“We had several reports of members re-establishing or establishing contacts and sowing the seeds for possible partnering or collaborative projects in the future.

“The overriding comment from the exhibitors I talked to was that the quality of the visitors was high – and this is exactly what we set out to do, to stage a Low Cost / High Value event in the interests of our members.”

There were over 140 members who didn’t exhibit at MacroRail 2011 – the 2012 event can only be bigger and better.

A new tool in the box

The rail industry is increasingly being challenged to improve the management and extend the life of one of its basic and most expensive assets, the rails themselves.

This challenge is being met by a better understanding of rail metallurgy, lubrication, profiles and direct intervention through material removal. Of these, the latter has seen the development of the rail grinding machine from the earliest days of converted trams to modern, purpose-built trains.

Rail management

The benefits of rail management through rail grinding have long been recognised in the world-wide rail industry. In the UK, as economics, regulatory and safety issues have come more to the forefront over recent years, the technology has seen a steady increase in application.

Grinding, though, has its limitations, risks and environmental issues. It cannot be used in some tunnels or high fire risk areas, it has trouble dealing effectively with heavy rail damage, and much of its waste product remains on the track. So, after some 100 years of rail grinding, it is time to find a new tool in the toolbox.

The rail miller offers a more environmentally-effective method of rail management with an ability to do in one pass something that a rail grinder cannot do in many, if at all.

Most importantly, for many modern signalling and traction systems, milling does not leave its waste product behind on the track. Instead, it is recovered back inside the machine so it can be disposed of safely

An accepted technology

Rail milling has been covered in the rail engineer before, most recently in issue 69 (July 2010). The technology has become accepted in Europe and the Far-East, with investment in machines both by rail operators and contractors.

STRABAG Rail is at the forefront of this new technology and has invested heavily in it. A major service supplier to rail organisations around Europe, the company has a wide ranging fleet of rail maintenance machines to which it is now adding four rail milling machines, two rail-road and two track-based units, for a total investment of more than €100 million.

It has even had one of the rail-road machines specially converted for use on the British loading gauge. STRABAG Rail brought that unit over during 2010 and, having passed the requirements for operation on the Docklands Light Railway, it undertook some trial work which saw it complete some 9600 metres during six shifts of trouble-free track milling, producing 4100 metres of finished track allowing for areas of severe damage which required two or three passes.

Various representatives of Network Rail and London Underground saw the rail miller in operation, and were keen to try it on their own networks as soon as was practical. A return visit has been arranged for late in 2011.

Consistency

One key advantage of the rail miller is that the finished rail profile is built into the cutting head. This is manufactured with renewable cutter teeth so that there is no possibility of inconsistency in the profile finish.

While the milling leaves small facets, around the size of a thumbnail, on the rail head these are easily removed by a tangential grinding wheel positioned just behind the milling head which leaves a finished roughness of 3-4µmm.

This is perfect for visual, ultrasonic or measurement inspection to ensure that defects have been removed, and that the desired profile has been achieved.

Environmental advantages

The design of the milling head unit and the patented grinding finish system ensures that both the swarf generated in milling and dust from the grinding are 99% recovered by a process that a conventional rail grinder cannot match.

So there is little or no residual waste left on the track to contaminate rolling stock and the track bed, especially significant for points equipment and track circuits. Recovered swarf can be recycled whilst the dust may be disposed of in a controlled manner.

The milling process, with a single final grinding pass, is also significantly quieter than a conventional rail grinder while, to the casual observer, it does not look like a mobile firework display, which can be a bit startling!

The lack of ‘fireworks’ also means that there is a very low fire risk arising from the milling process due to the enclosed nature of the grinding head and its spark containment. London Underground has been particularly interested in this aspect of rail milling.

Operation

STRABAG Rail’s rail-road milling machine is impressive in its appearance and design and offers the flexibility of being available to a range of operators as it can easily transfer from location to location.

It can be set up from road to rail mode in under an hour, transit to the required site at up to 45km/hour on track, and be working within 15 minutes of arrival at site.

It carries up to three sets of heads and each set, dependant on the duty required, can machine 1500 to 2000 metres of rail. Heads can be changed in around 20 minutes and so up to 3500 metres of finished track can be achieved in one shift.

Between shifts the tips on the heads are either rotated or replaced in a purpose built workshop trailer that accompanies the road-rail vehicle, and within 12 hours the machine can be working again with the same, but refurbished, heads.

During this break period the machine can be refuelled and emptied of swarf and dust. With more sets of heads the process can become almost continuous and with a well-organised logistics team this is quite practical.

Inspection

The rail profile is built into the milling heads, so there is little chance of deviation from the desired dimensions. However, a number of tools can be used to check that the required standard, BS EN 13231-3 as a minimum, has been achieved.

For transverse rail profiles STRABAG Rail utilises either a DQM unit or a Mini-Prof for more exacting analysis, whilst a hand pushed trolley measures the longitudinal profile to check for corrugation. All such measurements are available immediately to check for compliance and quality control.

Following its successful trials on the DLR, the STRABAG Rail miller is coming back to the UK for further trials at 6 sites around the UK this November/December 2011.

Written by René Feuler for the rail engineer

Story Rail’s recent projects

On any rail project that affects the track, it is the replacement of the permanent way that attracts most attention. Ironic perhaps as it is usually this part of the scheme that is started last.

It will be a familiar tale. Only once everybody else has finished their tasks does the p-way contractor get his turn, with whatever time is left in the programme, and with the end of the possession relentlessly drawing near.

The p-way contractors are, therefore, often the unsung heroes of many projects. Their work can effect the perceived success, or otherwise, of the entire scheme, and there is often little recognition of the challenges that they have had to overcome along the way.

Typical of these challenges are some of the issues that Story Rail have encountered on a selection of their projects in the last year.

Huttons Ambo

Working with Network Rail on the viaduct at Huttons Ambo, near York, Story Rail’s challenge was how to replace 46 longitudinal timbers on a structure where the supporting steelwork arrangement was subtly different on almost every span along its 100m length.

Accurate engineering was the key to making this project a success. The structure was surveyed using a total station and every replacement longitudinal timber was custom cut to suit the specific site dimensions. This meant that elaborate notching and drilling was found on every piece of timber, with all faces other than the top often needing several pieces carefully removed at the timber mill.

Lifting out existing longitudinal timbers is always a venture into the unknown. Any packing and holding down arrangements are often hidden to some extent, so lifting off the first timber usually gives a good indication of how well the possession will go.

At Huttons Ambo an advance possession trial lift was carried out on one of the timbers and this proved invaluable in helping to plan methodologies and sequence the works.

Thanks to this careful planning the replacement of the Up line has been successfully completed and the work to the Down line is scheduled for a forthcoming possession.

Merseyloop

Story Rail carried out phase 6 of the progressive renewal of the slab track within the Merseyloop underground system in central Liverpool for Birse Rail.

The existing layout uses concrete sleepers cast into a concrete haunch running along the tunnel lining. Over time the sleepers’ housings have decayed and this has increasingly resulted in loss of track gauge.

The solution was to completely remove the existing track before forming a new in-situ reinforced concrete slab track with the rails mounted on Pandrol Vipa baseplates.

To construct the new track the existing rails were first removed and the concrete and sleepers broken free of the tunnel lining using an excavator mounted breaker.

The spoil was loaded into rail trailers and hauled away for disposal. Joiners and steelfixers then installed the shuttering and reinforcement needed for the new slab.

Lastly, ready-mix concrete was hauled into the site in an RRV trailer-mounted mixer and pumped into the formwork. Once sufficiently cured, the new track was constructed on top.

Following the successful delivery of phase 5 a year earlier, this was a chance for Story Rail to build on the skills that were already learned but at the same time to enhance the methodologies used.

One of the major difficulties that were overcome on the previous phase was the development of a method to move 100m long lengths of new rail into the tightly curved tunnel, and to then hold those rails precisely in their correct alignment while baseplates are fixed in place and grouted.

The solution that Story Rail developed was a custom-designed set of rollers and jigs that carried the rails through the tunnel and then held them in precise position in a safe and controlled manner.

The system worked so well that for phase 6 a further development was introduced to also lift the third rails into place. Previously a more traditional method had been used, with an RRV moving the rails on rollers and a combination of men and machines completing the final positioning on the insulated pots.

This contrasted sharply with the elegant way that the running rails were handled, so in the intervening period between phases 5 and 6 Story Rail’s engineers and fabricator set about designing a better solution.

With the running rails in place before the third rail a series of jigs could be built that sat on top of the track.

Centrally mounted rollers on the jigs then carried the new rails through the tunnel. Once the rails were adjacent to their final position, the turn of a handle moved them sideways until they were directly above the pots. From here a series of in-built jacks carefully lowered the rails into place.

This impressive piece of kit performed exceptionally well and its contribution to the safe delivery of the scheme resulted in Story Rail winning a Highly Commended award for Innovation from Birse Rail in their annual Supply Chain Awards.

Arnside Viaduct

Story Rail installed the permanent way on Arnside Viaduct for May Gurney during their recent deck reconstruction project, as featured in the rail engineer issue 80 (June 2011).

The track was constructed from Pandrol Vipa baseplates mounted on steel stools that were part of the deck panels. The fast pace of the job meant that the p-way had to finish within 48 hours of the last deck panel being placed.

StoryRailArnsideVFOURBYTHREE
Arnside Viaduct. Photo: FOURBYTHREE.

Debate centred on what would be the best strategy. Would it be best to hit the site hard with resources once the decks were complete and do the lot in a couple of days, or keep a small gang working steadily just a few decks behind the rate of progress?

The advantage of the latter was that the task would remain a steady controlled process with plenty of opportunity to refine resources and techniques.

The disadvantage was that setting out the Vipas was more difficult when working from just one end – if installing onto the finished deck then the engineer would need little more than a string line to keep the alignment straight.

Steady and controlled won the day and the engineering issues that this created were overcome by good planning and the use of a total station to individually set out each baseplate.

The decks were installed to very accurate tolerances, with the final slight adjustment to the baseplates made using packing plates.

The bridge is over 500m long, and with baseplates at 600mm centres, over 3,000 baseplates were needed in total for the two tracks. Each one had to be placed by hand onto the stools so there was a lot of manual lifting.

This process was carefully monitored and Story Rail also designed and fabricated lifting tools that fitted into the fast clip housings of the Vipas, providing a sturdy handle so that two men could safely lift each baseplate into place without any bending.

Once all of the decks were fitted with baseplates the new rails were installed. Inspired by the success at Merseyloop, and the need to protect the paint finish, custom built assemblies were used that spanned between the stools. These supported the rails clear of the deck while they were moved onto the structure by RRV ready for final positioning into the baseplates.

Variety

These examples give just a flavour of the many challenges faced at the end of a major project when it is down to the p-way team to finish off the job.

Every scheme is different and each brings its own particular engineering problems that must be overcome to keep the contract on schedule. Story Rail has met and overcome those challenges over recent years, and will continue to do so in the future.

High-fibre diet for tram tracks

Since 1999, various tram networks around Europe have been built or upgraded using the Rheda City ballastless track system from German slab-track experts Rail One. The new Edinburgh tram uses Rheda track.

The key component of this track system is a bi-block sleeper. Two concrete sleeper pads are separated and located by an integral steel lattice-girder construction which is embedded into a poured concrete slab, resulting in a stable and permanent trackbed.

Rheda City was developed from the earlier Rheda 2000 system, used for many years on main line and high speed railways.

Concrete slabs

Due to the light loading on tram tracks, the system is installed in Germany in one layer and without longitudinal reinforcement in the concrete slab. However, in some other countries this is not permitted by local regulations which insist on reinforcement.

Traditional steel bars can cause interference problems with signalling systems, so they are not a good solution.

Another form of reinforcement was needed, so Rail One worked with engineering consultants Rosenberg Engineering Offices to look at using non-metallic fibres.

The aim was to produce a product that met the requirements of international standards for reinforced concrete, but used synthetic fibres in place of the conventional metal rods. The insulating properties of these fibres would remove any chance of them interacting with signalling.

A test programme was undertaken to develop a fibre / concrete mix that would be affordable and also comply with the technical specifications.

Test programme

This testing determined an optimum concrete mix which met compressive strength and environmental exposure requirements. Compressive and tensile strength were only marginally increased when compared to concrete without the addition of fibres.

Fracture surfaces and the post-cracking strength of bending-tensile beams gave very good results.

The fracture surface likewise showed an effective interlocking structure, which significantly enhanced the transfer of lateral forces and which assured the effective distribution of loads from the concrete supporting layer to the subgrade. The new system also gave significantly longer service life.

First trials

The next step was to try out the new system in practice. On 20 October 2010, a 30 metre length of Rheda City track was installed in the Berlin BVG tram network, as part of a twin-track section on a bridge in the borough of Lichtenberg.

The test setup featured the use of the newly developed synthetic-fibre concrete on one track and a conventional track-supporting layer of concrete on the other track.

The test section, with the new synthetic-fibre concrete, attempted to simulate the most stringent requirements that can be required of the system. For this reason, the track was separated from the existing bridge structure by an elastic pad.

The use of the elastic pad under the track structure leads to increased vertical deflection of the concrete track-supporting layer. This deformation means that the fibre concrete must both accept and transfer greater bending-tensile forces than normal.

During construction, use of the new fibre concrete caused no complications. The concrete was poured and processed as for the conventional system.

The synthetic fibres were added at the concrete plant, although this can also be done on-site. Financially, there was no difference between the conventional construction and the new fibre-reinforced concrete

Inspection results

In February of 2011, after several weeks of tram operation, a detailed inspection was made. No cracks were discovered in the track with the synthetic-fibre concrete, while lateral cracks had developed in the conventional track, distributed over the entire length of the bridge structure.

These cracks resulted from the increase in forces and movement brought about by the use of the elastic support.

The test results showed that the fibre concrete demonstrated improved material properties over conventional concrete in the track-supporting layer.

Analysing the results of reinforcing the concrete track-supporting layer under the Rheda City track with synthetic fibres showed several advantages.

There is no steel reinforcement, so the cost of that is saved. In addition, track construction is quicker as there is no need to install that reinforcement layer and, if track is being replaced, this reduces possession times needed.

Of course, the original requirement of this project is also met as the new fibre concrete does not interfere with signalling systems. Electromagnetic compatibility is no longer an issue, even if one considers the future introduction of ever more complex technology.

Substitution of longitudinal reinforcement by synthetic fibres also removes the need to divert stray current from the track. Consequently, the expensive installation of earthing measures, and the associated connection cables, is no longer required.

So a project to remove signalling interference caused by the concrete trackbed has resulted in a simpler and more cost-effective construction technique. Already, engineers at NAMA Consulting Engineers and Planners SA have picked up on this new technology, and are using it as part of the upgrade of Line 1 of the Athens Metro in Greece.

 

Information for this article kindly supplied by Hans-Christian Rossmann – Rail One GmbH, Torsten Rosenberg – Rosenberg Engineering Offices and Wulf Heineking-Fürstenau – Berlin Public Transport Authority (BVG).

Blackpool Tram

Blackpool! Just the word brings back memories of summer holidays, donkey rides, the Pleasure Beach, and interminable Party Conferences.

But this seaside resort on lancashire’s Fylde coast is also the only town in Britain which still has its original first-generation tram system – or at least part of it. dating back to 1885, the tram system runs from Starr gate, south of Blackpool’s Pleasure Beach, northwards along the coast to Fleetwood Ferry. A mixed collection of trams built over the last 90 years run on the route, some of them open topped, and there are even trams mocked-up to look like boats which are used in the popular “Illuminations” season.

Rebuilt tramway

However, in 2008 a plan was announced to rebuild the tramway, which had become a little run down, and to purchase a new fleet of 16 trams to bring the whole system into the 21st century. The £101 million project was mainly funded by the government with contributions from Blackpool Council and Lancashire County Council.

The entire route was to be refurbished, and a depot for the new trams built at Starr gate.356725187_acb5e8d2ab_o [online]

Thus Blackpool became the first tram operator in the world to place an order for Bombardier’s new FLEXITY 2 tram. The first example was delivered in September 2011, with the entire fleet due to go into service at Easter 2012.

That is why, on 8 September, guests from tram operators around Europe, along with representatives from Blackpool Council, Lancashire County Council and Bombardier transportation, gathered for the World launch of FLEXITY 2. The doors of the pristine new Starr gate depot opened, and in a cloud of smoke, accompanied by music from the Siren string quartet, FLEXITY 2 tram number 001 emerged in a rather damp and gloomy daylight. Looking resplendent in its purple and white livery, the crowd was suitably impressed and the press corps gathered round to take the first photos.

However, true to form, The Rail Engineer hung back from the throng and instead went around the back to find out more about this new tram, and why it is so important to Bombardier.

Logical development FLEXITY 2 is a logical development of the original family of FLEXITY trams that Bombardier has manufactured in various forms since the mid 1990s and of which there are now over 1700 in service worldwide. However, while in the same family, many of the components have been upgraded or redesigned.

Corrosion protection has been improved, a particular benefit to Blackpool where the sea air could otherwise cause problems. The body shell is manufactured from corrosion resistant carbon steel. The vehicle body design had to take into account the corrosive elements of the Irish Sea and remove all hollow spaces within the body structure to prevent an accumulation of water and dirt. To assist in this task all welding gaps were sealed. Underframes are coated with ‘tectyle’, a protective wax. this is inspected during routine maintenance.

New cab, new body

Blackpool_Production_2011_09_13 058 [online]The cab has been redesigned with improved impact protection according to en 15227. The interior is based on an “empty room” so that the customer can design the vehicle to suit local needs. the 100% low floor arrangement makes this even easier. Large windows and a new ventilation system make it light and airy, while thinner side panels than on earlier designs give more interior space. Wide doorways (two doubles and two singles on each side) make for quicker boarding. Blackpool have opted for a layout that gives seating for 74 passengers and standing room for a further 148. Two multi-purpose areas cater for wheelchairs and pushchairs, and there are large, clear information displays throughout. Entrance height is just 320mm above the top of the rail.

Overall, this launch version of the FLEXITY 2 is 32.2 metres long, 3.42 metres high and 2.65 metres wide with five articulated sections. It weighs 40.9 tonnes empty, or 56.7 tonnes laden, with an axle loading of 9.6 tonnes maximum. Those six axles are in three new FLEXX Urban 3000 bogies, two powered ones and a central trailer bogie.

Bogies

Like the whole tram, the FLEXX Urban 3000 is a natural development of earlier, well- established bogies. It has
a short wheelbase at only 1,850mm which allows the tram to negotiate curves as tight as 25m in service (20m in the depot). To keep the whole bogie compact, and allow it to be fitted to 100% low floor trams, the water-cooled traction motors are mounted longitudinally on the outside of the bogie frames, one each side. These connect with bevel-gearboxes mounted on the outboard end of the axles. the 125kW motors are cooled from radiators mounted on the roof of the tram. There is a fully-integrated hydraulic brake system, as well as an electromagnetic track brake.

The FLEXX Urban 3000 is a modular design. Converting it from an inside frame type, as on the Blackpool tram, to an outside frame allows it to be used on metre-gauge systems while otherwise utilising the same components. Wheel diameters can vary between 560mm and 640mm (600mm in Blackpool). Primary suspension uses elastomeric springs.

The secondary suspension also uses elastomeric springs with lateral and vertical hydraulic dampers, although steel springs are available for some applications. The wheels have a rubber resilient strip between wheel and tyre, as on most trams, to give a smoother and quieter ride. Externally, the bogies are hidden behind side fairings.

Power and control

Power for the tram is taken from the 600V dC overhead system through a Stemmann- technik pantograph. Interestingly, Blackpool’s heritage fleet ran on a non- standard 550V supply – it was only upgraded to 600V this year for these new trams.

Bombardier’s own MItraC 2 propulsion control technology is fitted. This includes a regenerative braking system which harvests electrical energy during braking. The size of the traction converters has been reduced, as well as the auxiliary converters that supply power for lighting, air-conditioning, information and control systems.DSC_0144 [online]

The FLEXITY 2 can even be fitted with Bombardier’s novel PrIMoVe induction-loop catenary-less power acquisition system, although this is not part of the Blackpool specification.

Starr Gate

The new depot at Starr gate is primarily set up to house and maintain the new tram fleet. Some of the heritage trams will be serviced there, and one was sitting in the depot at the launch, but primarily they will be housed at the old rigby road depot. Once the full FLEXITY 2 fleet is in service, the heritage trams will continue to operate in regular service throughout the year, providing a peak time alternate service between the new trams. Otherwise the 21st century trams will run the route, resulting in a quieter and smoother ride, and a journey time that will be 15 minutes quicker from end to end.

Staying on a seaside theme, after the 16 new Blackpool trams have been delivered, the factories in Vienna, Austria, where the cabs are manufactured, and the assembly plant in Bautzen, Germany, will change over to making 7-segment trams for the next customer – Australia’s Gold Coast rapid transit. 14 of the 45 metre long trams will be delivered “down under” by 2014.

Gautrain phase 1 opens

The extended first phase of the Gautrain project in South Africa opened on 2 August. The network now reaches from Rosebank Station in Johannesburg to Hatfield Station in Tshwane (formerly Pretoria), enabling the commencement of passenger services across the 74 km system.

The complete 80 km Gautrain route links 10 stations to connect South Africa’s economic centre of Johannesburg to its national capital in Tshwane, and also extends out to the OR Tambo International Airport. The first part of phase one, the 20 km route between OR Tambo International Airport Station and Sandton Station, opened to passengers in June 2010, in time to provide passenger services for the FIFA Soccer World Cup visitors. The final 6 km section between Rosebank and Park stations will be opened at a later date.

The Bombela Concession Company, which includes Bombardier, was awarded its contract by the Gauteng Provincial Government of South Africa in September 2006. Bombardier’s involvement was to deliver an integrated rail system including a fleet of 96 Electrostar vehicles, the majority of which were assembled in South Africa from Derby-produced CKD kits, the Cityflo 250 train control system and all the track work, power supply and distribution systems, communications systems, automatic fare collection, project management, systems engineering and integration, and testing and commissioning.

 

Jungle or Minefield?

Providing accurate, understandable and timely information to the travelling public is an ever present challenge. Described once as not a can of worms, more a bucket of snakes, this is a fairly apt description for the task. Anyone who thinks it is easy has no concept as to what is required or how it should be done. The recent hard winter with large amounts of snow demonstrated the problem all too clearly. Train services were inevitably disrupted and particularly in the politically-sensitive electrified third rail areas of the former Southern Region. Here the massive build-up of snow and ice on the conductor rail made it a huge challenge just to keep trains moving, let alone providing accurate information as to which services would be operating. It is rarely as bad as this, but even minor disruption can present a significant challenge to the flow of train running information.

So why is it so difficult and what can be done to improve things? the rail engineer talked with Chris Scoggins, the Chief Executive of National Rail Enquiries, part of the ATOC sphere of operations, to find out.

Old and Emerging Requirements

The occasional train traveller usually associates passenger information as something that he / she acquires from the Internet to look up train times and fares prior to making the journey and at the station to get confirmation of train running and platform. These two elements remain vitally important and the accuracy of the information at this stage can have a significant impact on the perception of rail travel. The classic engineering terminology of right and wrong side failures just do not apply in this scenario. Wrong information given out is as damaging as not having any information at all; indeed some would argue that displaying wrong messages is worse than showing nothing.

The seasoned traveller, however, increasingly wants much more than this. The advent of mobile phone networks and on-air data provision has meant that personalised information for the planned journey should be capable of being given out both prior to journey commencement and en route. Any disruption that would cause the journey to be modified should be advised by text message or email direct to the person’s mobile device, be it laptop, iPhone, Blackberry or mobile telephone. With this upping of the facilities comes the need for even greater accuracy so that the intending traveller can modify their day’s schedule with confidence.

Information Sources

The railway operates to a timetable and from this it should be possible to derive data that is capable of being fed to all users who promote and publicise train travel. However, as in all modes of transport, the delay and disruption that can occur will cause the timetable to be deviated from in both planned and unplanned situations. It is during these times that information provision is at its most important and it has been a challenge for the rail industry over many years to get accurate updates to the running of services collated and distributed to those that need to know.

Enter the Darwin concept – an initiative and development by the Train Companies, ATOC and Network Rail to get much greater accuracy in the compilation of train information data and the distribution of it to a widening user community. Described as a Real Time Train Prediction system, Darwin draws data from a number of sources, assesses the information and then intelligently predicts what this will mean to the ongoing train service. The sources are:

  • Integrated Train Planning System (ITPS) – this is the Network Rail basic timetable, which is compiled twice a year but updated every 24 hours & distributed every night to all rail companies and external bodies that require timetable information
  • TRUST (Train Reporting Using System TOPS) – a system that logs train movements and timing at selected passing points on the network, distributing the report to train and network control offices
  • Train Describers (TDs) – the part of the signalling system that informs signallers of the identity and whereabouts of every train on the control panel with all berth steps (real time train movements) being available as a data message
  • Control Room Information Controllers – known as the Tyrell system that is used to provide structured messages to TOC staff on cancellations, short train formations, etc.
  • Some CIS control desks where train departure updates are decided locally
  • Darwin Workstations – provided in the National Rail Communications Centre (NRCC) and in TOC control offices where direct input to the system can be made.

All these information packages are sent to Darwin as they happen so a high number of data messages are constantly being received.

What does Darwin Do?

The success of any traveller information system will lie in its ability to predict the future to a high degree of accuracy. The algorithms of Darwin are designed to:

  • Store the basic timetable data plus planned short term amendments
  • Receive train running data from various sources to be able to predict how the train service is operating in real time
  • Identify trains that are not running to schedule
  • Compile the necessary data to produce amended train running information along the railway geography
  • Send this data to passenger information communications distributors provided by various third parties, including over 30 mobile phone companies, who will make this available to customers.

A typical situation could be the imposition of a temporary speed restriction maybe because of extreme heat or high winds. The system must assess how any reduction of speed will affect train running times, not just for a single train, but for all trains using that route. In the predictions made, train timings need to be marginally optimistic so as to ensure that passengers get to the departure point before the actual train arrival, thus perhaps dissuading people that they have time for the final cup of coffee!

Darwin is a new system that was introduced in 2009 but it had two predecessor systems that first went live in 2003. Darwin and its predecessors recognised the need for a national system by which customers can access the best possible real time running information for all trains nationally, using all the normal, easy to use, customer contact channels. Initially the service was offered only as stand alone information but is now built into journey planners as well. Darwin is constantly evolving (hence its name!) and is now at Generation 3.

The Darwin Architecture and Supply Base

The main Darwin contract is with Thales Group who, as well as doing the development work, also host the system, manage the provision of the service and maintain the entire Darwin architecture. The work is done from their Stockport premises. However, National Rail Enquiries own the intellectual property rights of the system and the programming code. Other specialist firms are used by Thales when the need arises. Such is the pace of change that a new release is being issued every 4 months.

Darwin runs in a live/live configuration from two data centres in the north of England, each site being a duplicate of the other and linked together by different commercial telecom providers. Should one site fail, the other has the capacity to operate the entire system. The NRCC (National Rail Communication Centre), located at Doncaster, is responsible for monitoring the quality of data within Darwin. They can give valuable assistance to the TOC control rooms should they need help in keeping Darwin up to date with high levels of operational decisions during severe disruption.

Impact on Station Based Information Displays

Automated provision of passenger information systems at stations has been around for more than 30 years but often suffered from the accuracy of the data that was used to drive the displays. The former Southern Region of BR pioneered a system to actuate displays and announcements from a timetable data source but it was found necessary to have a dedicated team at the Waterloo HQ to amend the data so as to cover special workings, weekend engineering work, diversions and platform changes. Gradually this system was expanded to all busy areas of the national rail network and was improved over time by the many suppliers now offering products in this field. However, if disruption occurs and the planned timetable deteriorates, the system quickly fails to cope, with the result that much misleading (or even wrong) information is posted to displays causing mild humour at best and ridicule at worst.

Using Darwin data to provide a real time updating of station information systems was a natural progression and a trial has recently started at 17 Virgin stations on the West Coast Main Line, including major interchange points such as Crewe, Preston and Birmingham International. This has been done in co-operation with Amey who were the original providers of the station CIS equipment and who link the station systems together with an independent data network. It is not the intention that any station CIS system connected to the Darwin data source would need a hardware upgrade. Some modification to the data provision routines will be necessary, which Thales will provide as part of their Darwin contract. The Virgin stations trial has been operational for nearly 2 months and it is calculated that the accuracy of the displayed information has improved to 99%.

Usage and Future Plans

Statistics for general rail enquiries are illuminating. In 2002 there were 62 million train enquiries made to National Rail Enquiries primarily by telephone. In 2010, there were 250 million but less than 5% of these was by phone. The increasing reliance on data sources tells its own tale. Information has therefore to be provided to cater for business and public data accessing and more than 180 licences have been granted for the receipt of Darwin outputs. 30 of these are mobile phone suppliers – used mainly for iPhone, Android and Blackberry customers – with a small charge being made for every user application. An average user accesses the system twice a day, mainly to check how a particular train service is running. Web sites such as Twitter and broadcasters (BBC and ITV) also receive the data for onward transmission as do some travel agents. More licences are being granted all the time.

Rolling out Darwin data to station CIS systems nationally is a longer term project. A phase 2 rollout to 1900 stations is seeking funding later this year with a 2 to 3 year implementation. This will include the major stations that are managed by Network Rail. Getting real time train positioning data is still a problem on lines not provided with train describers and equipping trains with GPS receivers is being investigated as a possible solution.

Darwin is seen as a major step forward in both the quantity and accuracy of train running information on offer for public consumption. It will interface with various types of communication media as well as improving the displayed information at stations. At a time when certain sections of the media find rail transport an easy target for criticism, the work being done by the industry through Darwin will go a long way to dispelling the perception that train service information is often inadequate.

Network Rail Telecoms is go…

As this is the Signalling & Telecommunications issue of the rail engineer, it is opportune that Network Rail chose this month to announce the formation of Network Rail Telecoms. Making the announcement, Peter Henderson, group asset management director, stated, “Network Rail Telecoms has been created to design and deliver a new, single, unified telecoms organisation focussing, among other things, on improving the effectiveness of our deployment and use of telecoms assets and managing whole life telecoms in the most efficient manner. The team will be responsible for all of our telecoms assets, strategy and policy decisions, including operating, maintaining and enhancing our assets. They will also be responsible for the design and delivery of the service to the customer.”

To head up this new operation Andy Hudson has joined Network Rail as Telecoms Director. He is currently vice president field operations and infrastructure engineering at Interoute Telecom, where he has helped transform the business from a fledgling operator to a successful European carrier. Andy takes up his new post in September.

Clive Kessell, writer for the rail engineer who headed up the Telecommunications Engineering department of BR and who was the Engineering Director at British Rail Telecoms before it was privatised, commented, “It is good to see Network Rail recognising that telecommunications form an important part of railway operations by creating this new single department. The wheel seems to have gone full circle.”