ERTMS/ETCS - Indian Railways Perspective
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ERTMS/ETCS Railway Signalling
Appendix A ERTMS/ETCS Railway Signalling Salvatore Sabina, Fabio Poli and Nazelie Kassabian A.1 Interoperable Constituents The basic interoperability constituents in the Control-Command and Signalling Sub- systems are, respectively, defined in TableA.1 for the Control-Command and Sig- nalling On-board Subsystem [1] and TableA.2 for the Control-Command and Sig- nalling Trackside Subsystem [1]. The functions of basic interoperability constituents may be combined to form a group. This group is then defined by those functions and by its remaining exter- nal interfaces. If a group is formed in this way, it shall be considered as an inter- operability constituent. TableA.3 lists the groups of interoperability constituents of the Control-Command and Signalling On-board Subsystem [1]. TableA.4 lists the groups of interoperability constituents of the Control-Command and Signalling Trackside Subsystem [1]. S. Sabina (B) Ansaldo STS S.p.A, Via Paolo Mantovani 3-5, 16151 Genova, Italy e-mail: [email protected] F. Poli Ansaldo STS S.p.A, Via Ferrante Imparato 184, 80147 Napoli, Italy e-mail: [email protected] N. Kassabian Ansaldo STS S.p.A, Via Volvera 50, 10045 Piossasco Torino, Italy e-mail: [email protected] © Springer International Publishing AG, part of Springer Nature 2018 233 L. Lo Presti and S. Sabina (eds.), GNSS for Rail Transportation,PoliTO Springer Series, https://doi.org/10.1007/978-3-319-79084-8 234 Appendix A: ERTMS/ETCS Railway Signalling Table A.1 Basic interoperability constituents in the Control-Command -
EULYNX the Next Generation Signalling Strategy for Europe
European Initiative Linking Interlocking Subsystems EULYNX The next generation signalling strategy for Europe Signalling Seminar IRSE ITC – JR East Frans Heijnen 7 April 2016 With thanks to Maarten van der Werff What would you do? European Initiative Linking Interlocking Subsystems Situation: • You are an infra manager (…. passenger, tax payer) • Expectations concerning signalling • Huge installed base • Many generations of equipment • Obsolete within 10..20 years • Not enough budget to replace And you know: “At all European railways these problems are similar …” EULYNX 2 What is the problem? European Initiative Linking Interlocking Subsystems • Each railway project adds new assets to become obsolete again • They get overage sooner than expected • Costs depend on whoever was chosen in the past as the supplier of the system • There are potential savings but the railway is stuck with current solutions • But you don’t have a strategy for a new solution EULYNX 3 EULYNX. What is EULYNX? European Initiative Linking Interlocking Subsystems EULYNX is the strategic approach for standardisation of signalling systems Because standardisation is a key factor to reduce: • A ‘technology zoo’ with many different systems, • The number of multiple incompatible interfaces • The cost involved in replacing and renewal EULYNX 4 The vision that becomes reality European Initiative Linking Interlocking Subsystems By systems engineering and the development process • Use a common architecture • With a common apportionment of functionalities • Define standardised -
PROVÁDĚCÍ NAŘÍZENÍ KOMISE (EU) 2019/773 Ze Dne 16
27.5.2019 CS Úřední věstník Evropské unie L 139 I/5 PROVÁDĚCÍ NAŘÍZENÍ KOMISE (EU) 2019/773 ze dne 16. května 2019 o technické specifikaci pro interoperabilitu týkající se subsystému „provoz a řízení dopravy“ železničního systému v Evropské unii a o zrušení rozhodnutí 2012/757/EU (Text s významem pro EHP) EVROPSKÁ KOMISE, s ohledem na Smlouvu o fungování Evropské unie, s ohledem na směrnici Evropského parlamentu a Rady (EU) 2016/797 ze dne 11. května 2016 o interoperabilitě železničního systému v Evropské unii (1) a zejména na čl. 5 odst. 11 uvedené směrnice, vzhledem k těmto důvodům: (1) Článek 11 rozhodnutí Komise v přenesené pravomoci (EU) 2017/1474 (2) vymezuje konkrétní cíle pro vypracování, přijetí a přezkum technických specifikací pro interoperabilitu (TSI) železničního systému v Unii. (2) Podle čl. 3 odst. 5 písm. b) a f) rozhodnutí (EU) 2017/1474 by TSI měly být přezkoumány s cílem zohlednit vývoj železničního systému Unie a souvisejících činností v oblasti výzkumu a inovací a aktualizovat odkazy na normy. (3) Podle čl. 3 odst. 5 písm. c) rozhodnutí (EU) 2017/1474 by TSI měly být přezkoumány s cílem uzavřít zbývající otevřené body. Je třeba zejména vymezit rozsah otevřených bodů týkajících se provozu a rozlišit mezi příslušnými vnitrostátními předpisy a pravidly vyžadujícími harmonizaci prostřednictvím práva Unie s cílem umožnit přechod na interoperabilní systém a vymezit optimální úroveň technické harmonizace. (4) Dne 22. září 2017 Komise v souladu s čl. 19 odst. 1 nařízení Evropského parlamentu a Rady (EU) 2016/796 (3) požádala Agenturu Evropské unie pro železnice (dále jen „agentura“), aby připravila doporučení pro provedení výběru konkrétních cílů stanovených v rozhodnutí (EU) 2017/1474. -
Influence of Train Control System on Railway Track Capacity
DAAAM INTERNATIONAL SCIENTIFIC BOOK 2012 pp. 419-426 CHAPTER 36 INFLUENCE OF TRAIN CONTROL SYSTEM ON RAILWAY TRACK CAPACITY HARAMINA, H.; BRABEC, D. & GRGIC, D. Abstract: The basic advantage of the train control methods based on the moving block technology compared to the fixed blocks where the headways of the slower trains, regarding their longer blocking times affects negatively the line capacity, lies in the fact that the position and the length of the moving blocks adapts to the position, dynamic characteristics, and actual speed of the successive train. Regarding a higher possibility for influence on the train movement characteristic during the moving block train operation, better traffic fluidity with more regular traffic flow can be achieved. Considering this fact an amount of regular recovery and buffer times needed for railway timetable stability can be decreased and thus more train paths in a particular dedicated time window can be added. In this way the moving block technology can increase the capacity of a railway line, especially in case of high density lines with significant heterogeneity of traffic. Key words: train control system, railway infrastructure capacity, moving block Authors´ data: Dr. Sc. Haramina, H[rvoje]; dipl.ing. Brabec, D[ean]* Dr. Sc. Grgić, D[amir]**; *University of Zagreb, Faculty of Transport and Traffic Sciences, Vukelićeva 4, Zagreb, Croatia, **Hrvatske željeznice, Mihanovićeva 12, Zagreb, Croatia; [email protected], [email protected], [email protected] This Publication has to be referred as: Haramina H[rvoje]; Brabec, D[ean] & Grgić, D[amir] (2012). Influence of Train Control System on Railway Track Capacity, Chapter 36 in DAAAM International Scientific Book 2012, pp. -
Balise Lifecheck the Control of Balises Is Mainly Manual and Often Basic
utomation of Balise A maintenance Balise LifeCheck The control of balises is mainly manual and often basic. There are several tools available on the market to help performing balise maintenance, but a vast majority of them follow a corrective approach. ERTMS Solutions’ BaliseLifeCheck is the only on-board tool able to do predictive maintenance. he Tsolution • Compatibility with all balises’ and legacy KER balises (KVB, EBICAB,...) • Geolocalization of the balises and creation of a cartography • Detection of possible Big Metal Masses on the track that will affect BTM performances • Computation of a signature on measurements • Auto-marking on all balises matching signature • Generation of a full report after each test journey The BaliseLifeCheck is a preventive balise measurement instrument that can be used on both diagnostic and commercial trains. While capable of measuring balise, the BaliseLifeCheck is also highly customizable and can be set-up to deliver preventive maintenance to any ‘legacy’ Automatic Train Protection (ATP) balises, regardless if they are fitted or not with ERTMS. The Benefits On-board The system has been designed to be installed on-board a test or maintenance train which purpose is to analyze test tracks and active lines. Measurement It measures key electrical parameters of the up link signal and verifies if they comply with the requirements of Subset-036 in the case of ETCS balises. In this case some measurements/tests are performed against requirements of Subset-085. Diagnosis The main goal of the tool is to provide measurements and evidences which assess the correct behavior of balises that are already deployed on the field. -
Next Generation Train Control (NGTC): More Effective Railways Through the Convergence of Main-Line and Urban Train Control Systems
Available online at www.sciencedirect.com ScienceDirect Transportation Research Procedia 14 ( 2016 ) 1855 – 1864 6th Transport Research Arena April 18-21, 2016 Next Generation Train Control (NGTC): more effective railways through the convergence of main-line and urban train control systems Peter Gurník a,* aUNIFE – The European Rail Industry, 221 avenue Louise, B-1050 Brussels, Belgium Abstract The main scope of Next Generation Train Control (NGTC) project is to analyse the commonality and differences of required functionality for mainline and urban lines and develop the convergence of both European Train Control System (ETCS) and Communication Based Train Control (CBTC) systems, determining the level of commonality of architecture, hardware platforms, and system design that can be achieved. This will be accomplished by building on the experience of ETCS and its standardised train protection kernel, where the different manufacturers can deliver equipment based on the same standardized specifications and by using the experience the suppliers have gained by having developed very sophisticated and innovative CBTC systems around the world. The paper focuses on the analyses of the already produced NGTC Functional Requirements Specifications and is summarizing other project activities on various train control technology developments suitable for future train control systems. © 2016 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (©http://creativecommons.org/licenses/by-nc-nd/4.0/ 2016The Authors. Published by Elsevier B.V..). PeerPeer-review-review under under responsibility responsibility of Road of Road and Bridgeand Bridge Research Research Institute Institute (IBDiM) (IBDiM). Keywords: Railways; signalling; automation; ERTMS / ETCS; CBTC; ATO; ATP; ATS; FRS, SRS; Moving Block; IP Radio Communication; GNSS * Corresponding author. -
TRANSMISSION MODULE (STM) – EBICAB GENERAL TECHNICAL REQUIREMENTS Version 100 200 E 004 V
Approved Approved SPECIFIC TRANSMISSION MODULE (STM) – EBICAB GENERAL TECHNICAL REQUIREMENTS Version 100 200 E 004 v. 6.1 GRS STM General Technical Requirements Specification TR GRS v6.1 2017-05-12 Sign:______ Sign:______ Document Modification History Version Modification Valid from Prepared Approved Updated requirements for Baseline 3 accor- M Olsson, 6.1 12 Maj 2017 ding to [STM-Delta-FRS-B3-List-v0.12]. Trafikverket Updated requirements for Baseline 3 accor- 6 ding to [STM-Delta-FRS-B3-List-v0.06]. 10 Oct.2014 B Bryntse, ÅF Updated requirements for Baseline 2 accor- 5.2 ding to [STM-Delta-FRS-List-v1.26] 8 Oct 2014 B Bryntse, ÅF Updated or new national requirements: B Bryntse, 5.1 G64, G57A, G57B. Index chapter added. 28.10.2009 Improved format of text and headers. Teknogram 5.0 Update of national requirements 26.6.2009 S Wallin 4.2 “STM Delta-GRS-List ver A” is introduced K.Hallberg 4.1 Final corrections 15.2.2007 U.Svensson F. Åhlander 4.0 I/F C deleted, recorder info changed U.Svensson Changes according to STM National, 3.0 new I/F F U.Svensson 2.1 Clarification G 58, G34 and G35 15.4.2003 J Öhrström S-H Nilsson 2.0 Added info regarding radio I/F chapter 2.3 20.6.2002 F Åhlander S-H Nilsson 1.4 For approval by RHK, JBV, BV 6.6.2002 F Åhlander S-H Nilsson EBICAB STM General technical Requirements Specification – 100 200 E 004 Version 6.1 100 200 E 004 Version 6.1 Page 3 (35) EBICAB STM General Technical Requirements Specification List of contents 1 INTRODUCTION...................................................................5 1.1 Applicable standards ....................................................................................5 1.2 List of definitions ...........................................................................................7 1.3 System definition ...........................................................................................8 2 INTERFACES .................................................................... -
Western Route Strategic Plan Version 8.0: Delivery Plan Submission March 2019
Western Route Strategic Plan Version 8.0: Delivery Plan submission March 2019 Western Route Strategic Plan Contents Foreword and summary ........................................................................................................................................................................................................... 3 Route objectives ..................................................................................................................................................................................................................... 10 Safety ..................................................................................................................................................................................................................................... 14 Train performance .................................................................................................................................................................................................................. 19 Locally driven measures ........................................................................................................................................................................................................ 24 Sustainability & asset management capability ....................................................................................................................................................................... 27 Financial performance ........................................................................................................................................................................................................... -
Travelling Virtual Balise for Etcs
A. Filip, Int. J. Transp. Dev. Integr., Vol. 1, No. 3 (2017) 578–588 TRAVELLING VIRTUAL BALISE FOR ETCS A. FILIP Faculty of Electrical Engineering and Informatics, University of Pardubice, Czech Republic. ABSTRACT The railway industry has taken a great effort and is currently focused on exploitation of global naviga- tion satellite system (GNSS) for the European train control system (ETCS). It has been assessed that replacement of track balises, used for safe train location determination, with virtual balises (VBs) de- tected by means of GNSS will significantly reduce the track-side infrastructure and operational costs. However, this innovated ETCS can be put into operations only in the case when detection of VBs by means of GNSS will achieve the same safety integrity level (SIL 4) and availability as it is required for physical balise groups (BGs). This paper describes a novel travelling virtual balise (TVB) concept, which was proposed to meet the demanding ETCS safety requirements for GNSS using the existing European Geostationary Navigation Overlay Service (EGNOS) safety-of-life (SoL) service. The TVB concept profits from the basic feature of GNSS – i.e. the ability of abundant train position determination in GNSS service volume, which can- not be realized by current track balise groups (BGs) with a spacing of hundreds of metres or more. The frequent GNSS train positions are utilized for (1) fast diagnostics of on-board location determination system (LDS), (2) introduction of reactive fail-safety into LDS and (3) derivation and justification of the ETCS safety requirements for EGNOS. The TVB concept brings one significant advantage to ETCS in contrast to the static VBs – i.e. -
View / Open TM Database Composite.Pdf
• • • • TRANSPORTATION-MARKINGS • DATABASE • COMPOSITE CATEGORIES • CLASSIFICATION & INDEX • • • - • III III • 1 TRANSPORTATION-MARKINGS: A STUDY IN CO.MMUNICATION MONOGRAPH SERIES Alternate Series Title: An Inter-modal Study of Safety Aids Transportatiol1-Markings Database Alternate T-M Titles: Transport [ation] Mark [ing]s / Transport Marks / Waymarks T-MFoundations, 4th edition, 2005 (Part A, Volume I, First Studies in T-M) (3rd edition, 1999; 2nd edition, 1991) Composite Categories A First Study in T-M: The US, 2nd edition, 1993 (Part B, Vol I) Classification & Index International Marine Aids to Navigation, 2nd edition, 1988 (parts C & D, Vol I) [Unified First Edition ofParts A-D, University Press ofAmerica, 1981] International Traffic Control Devices, 2nd edition, 2004 (Part E, Volume II, Further Studies in T-M) (lst edition, 1984) Part Iv Volume III, Additional Studies, International Railway Signals, 1991 (Part F, Vol II) International Aero Navigation Aids, 1994 (Part G, Vol II) Transportation-Markil1gs: A Study il1 T-M General Classification with Index, 2nd edition, 2004 (Part H, Vol II) (1st edition, 1994) Commllnication Monograph Series Transportation-Markings Database: Marine Aids to Navigation, 1st edition, 1997 (I'art Ii, Volume III, Additional Studies in T-M) TCDs, 1st edition, 1998 (Part Iii, Vol III) Railway Signals. 1st edition, 2000 (part Iiii, Vol III) Aero Nav Aids, 1st edition, 2001 (Part Iiv, Vol III) Composite Categories Classification & Index, 1st edition, 2006 (part Iv, Vol III) (2nd edition ofDatabase, Parts Ii-v, -
Dimensioning and Engineering Rules
ERTMS/ETCS Dimensioning and Engineering rules REF : SUBSET-040 ISSUE : 3.4.0 DATE : 16/12/15 Company Technical Approval Management approval ALSTOM ANSALDO AZD BOMBARDIER CAF SIEMENS THALES © This document has been developed and released by UNISIG SUBSET-040 Dimensioning and Engineering Rules Page 1/47 3.4.0 1. MODIFICATION HISTORY Issue Number Section Number Modification / Description Author Date 0.0.1 All First issue NG 22-jun-99 0.0.2 3.2 After meeting 24-Jun-99 NG 25-jun-99 4.1.1.4 – 4.1.1.5 4.1.2.1 – 4.1.2.2 4.3.2.1 (f) 0.0.3 All After comments from WGE NG 9-jul-99 group 0.1.0 3.1 – 3.2 After meeting 2-Sept-99 NG 17-sept-99 4.1.1 note 4.1.1.1.b 4.1.1.2 – 3 – 4 – 5 – 6 4.1.1.7 – 8 – 9 – 10 4.1.1.11 4.1.2.1 – 4.2.1.2 4.2.2.1 – 3 4.3.1.1. b – c 4.3.2.1 all 4.3.3.1 – 4.3.4.1 Appendix 0.1.1 4.1.1 – note After meeting 6-Oct-99 NG 13-Oct-99 4.1.1.1 a – b 4.1.1.4 – 5 – 7 – 9 4.1.1.10 – 12 4.1.2.1 4.1.3 4.2.2.3 4.2.3 4.3.2 Appendix 1.0.0 4.1.1.1 a After comments from WGE NG 28-Oct-99 4.1.1.12 group © This document has been developed and released by UNISIG SUBSET-040 Dimensioning and Engineering Rules Page 2/47 3.4.0 Issue Number Section Number Modification / Description Author Date 1.0.1 4.1.1.1 a After comments from WGE NG 29-Oct-99 group 1.0.2 All (including re-numbering NG 23-Feb-00 of the sections), after meeting 22-Feb-00 1.1.0 Final for distribution U. -
LUCKNOW | THURSDAY | SEPTEMBER 10, 2020 City 02
,%% - B & C 1 & C 1 C .012.34&$# ./ . 0 1.23 /.24 ! > 542=5 =--22A') A3.44--'4 4)5)3!-% 5-)53!4%2 5!=-- !/5-) -3->2424'4! 2!5232 5!=25 4523! 5A42.?A% ) ",-+;:../ 86; D 4 11 4*'*'*5 4#% %* + P !4%4)5 fter their unsuccessful bids Ato breach the Line of Actual Control (LAC) in the last few days, China has start- ed deploying more troops on * the Pangong Tso (lake) indi- cating that it was not ready for immediate disengagement. Q %%%R ) )%% The Chinese have also added muscle to their air power # + by deploying more than 150 aircraft and helicopters on their side of the LAC in Ladakh. Not willing to take any chances the '3' IAF has also deployed its front line fighter jets including the n a day of high drama wit- SU-30, MIG-29, and Jaguars at Inessed in Mumbai’s upmarket forward bases all along the Pal Hill area, the demolition 4,000 km long LAC stretching squad of the Shiv Sena-run from Ladakh in the west to Brihanmumbai Municipal to a virtual trial of destruction Arunachal Pradesh in the east. Corporation (BMC) pulled caused by a swift and elaborate This ramping up of troops down Kangana Raut’s office at demolition carried out by the by China comes days after Bandra (illegal portions) by the BMC workers at her bungalow, India, in a defensive move on time the Bombay High Court which houses the office of her August 29-30, occupied heights ordered a stay on the process, film production company, in the north bank of the lake ! # ! even as an aggrieved actress Manikarnika Films Pvt Ltd.