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Proceedings 2002/2003 - IRSE

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82<br />

CTRL SIGNALLING AND COMMUNICATIONS<br />

Pancras interlocking. Most of the interlocking<br />

principles applied on Section 1 will be recreate-used<br />

on Section 2, but some specific arrangements will<br />

be applied for the two stations at Stratford and<br />

Ebbsfleet.<br />

For the cab signalling part, a completely new<br />

system will have to be designed. Due to the line<br />

speed of 230 km/h, the block section length will be<br />

on average 950m on the level, in order to give the<br />

best possible headway. New cab signalling<br />

sequences will also be used, taking into account the<br />

existing speed bands in the Eurostar cab. Hence a<br />

completely new TVM network will have to be<br />

created.<br />

CONCLUSION<br />

This paper has tried to describe the potential as<br />

well as the difficulties of applying a French signalling<br />

system on a high speed line in the UK, with a<br />

mixture of UK and French signalling principles. The<br />

main purpose was to keep the same driving<br />

ergonomics and operational principles on both sides<br />

of the Channel Tunnel.<br />

It also reflects the need for an approach that will<br />

allow the CTRL to form part of the emerging<br />

European High Speed rail network.<br />

It is not the first British/French experience; cooperation<br />

between British and French engineers was<br />

needed for the implementation of SSI technology in<br />

France, as well as for the use of Tyers block<br />

instruments by railways such as the PLM.<br />

We hope that this co-operation will continue in the<br />

future with the same success.<br />

ACKNOWLEDGEMENTS<br />

The authors would like to thank:<br />

• Union Railways and Rail Link Engineering for<br />

permission to present this paper and their<br />

colleagues within the various participating<br />

organisations for their advice and assistance;<br />

• CSEE for their technical support;<br />

• SNCF for their permission to use an article<br />

written by P LEBOUAR, “Le système informatique<br />

d’enclenchements intégrés SEI,” issued in<br />

Revue Générale des Chemins de Fer, February<br />

<strong>2002</strong>.<br />

Discussion<br />

The discussion was opened by P Bassett (AEA<br />

Technology) who wondered why the Waterloo<br />

connection from Singlewell to Fawkham Junction<br />

was not signalled for bi-directional working and the<br />

factors that were taken into account when making<br />

this decision. He was also interested in the lessons<br />

that had been learnt following the commissioning of<br />

the first TVM/directional based signalling interface at<br />

Dollands Moor and finally asked if different braking<br />

techniques would be required because of the<br />

differing Block Section lengths.<br />

R Stokes explained that the Waterloo connection<br />

was uni-directionally signalled to prevent the<br />

necessity of providing bi-directional signalling to at<br />

least Swanley on the Chatham main line, which<br />

would have significantly increased cost. The<br />

connection will also lose its importance once the<br />

CTRL route is fully open to St Pancras. He believed<br />

that the lessons from the Dollands Moor interface<br />

had been learnt; a Standard Signalling Principle<br />

existing for the lineside to cab-signalling interface.<br />

Finally he confirmed that different braking techniques<br />

would not be required, the speed band<br />

displayed to the driver overcoming this situation.<br />

C Harrison (Lloyds MHA) enquired how a 3-minute<br />

headway was achieved with a mixed speed of 230<br />

km/h and 300 km/h.<br />

R Stokes informed that the 3-minute headway was<br />

designed on following 300 km/h trains.<br />

N Ivanov (WBS) wanted to know if there was a<br />

direct link between the KVB and ITCS at St Pancras<br />

and what the response time of the interlocking was.<br />

R Stokes stated that no detailed design had yet<br />

been produced for St Pancras and also that he was<br />

not in a position to quote interlocking response<br />

times.<br />

D McKeown (Independent Consultant) asked<br />

about the testing philosophy and processes,<br />

particularly with respect to competence issues.<br />

R Stokes explained that the signalling would be<br />

fully tested, a Tester-in-Charge having been<br />

appointed to produce the necessary Test Plans.<br />

Testing processes are described in the paper whilst<br />

utilisation of a test train provides final verification.<br />

The methodology of testing is subject to review by<br />

all interested parties.<br />

I Harman (Union Railways) further expanded on<br />

the fundamental differences between testing<br />

philosophy in the UK and France; in the UK the<br />

tester looks for responses from the systems whereas<br />

in France testing tools are effectively used as a<br />

routine to test predetermined scenarios.<br />

P Duggan (WBS) questioned if the accepted<br />

safety cases for the signalling system included the<br />

interface between the SSI, ITCS and PRCI and how<br />

they are tested.<br />

I Harman (Union Railways) commented that the<br />

relevant bodies have co-operated to approve the<br />

interface testing. He informed that the SSI/ITCS<br />

interface could not be simulated and on-site<br />

preparatory testing would be the only method of<br />

verifying the design philosophy.<br />

N Ivanov (WBS) asked how other interfaces were<br />

to be tested.<br />

I Harman (Union Railways) replied that similar<br />

testing principles were to be applied.<br />

J Poré (Alstom) enquired what plans there were for

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