Appendix 2: GLOSSARY (TERMS and ABBREVIATIONS)
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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 -
Signalling System
CHAPTER 11 SIGNALLING SYSTEM 11.1 SIGNALLING 11.2 SIGNALLING AND TRAIN CONTROL 11.3 SPACE REQUIREMENT FOR SIGNALLING INSTALLATIONS 11.4 MAINTENANCE PHILOSOPHY FOR SIGNALLING SYSTEMS TABLES TABLE 11.1 SIGNALLING SYSTEM STANDARDS Chapter 11: Signalling System Chapter - 11 SIGNALLING SYSTEM 11.0 SIGNALLING 11.1 Introduction The signaling system shall provide the means for an efficient train control, ensuring safety in train movements. It assists in optimization of metro infrastructure investment and running of efficient train services on the network. 11.2 SIGNALLING AND TRAIN CONTROL 11.2.1 Overview Metro carries large number of passengers at a very close headway requiring a very high level of safety enforcement and reliability. At the same time heavy investment in infrastructure and rolling stock necessitates optimization of its capacity to provide the best services to the public. These requirements of the metro are planned to be achieved by adopting ‘CATC’ (Continuous Automatic Train Control System) based on “CBTC” (Communication based Train Control System) which includes ATP (Automatic Train Protection), ATO (Automatic Train Operation) and ATS (Automatic Train Supervision) sub-systems using radio communication between Track side and Train. This will: • Provide high level of safety with trains running at close headway ensuring continuous safe train separation and for bidirectional working. • Eliminate accidents due to driver passing Signal at Danger by continuous speed monitoring and automatic application of brake in case of disregard of signal / warning by the driver. • Provides safety and enforces speed limit on section having permanent and temporary speed restrictions. • Improve capacity with safer and smoother operations. Driver will have continuous display of Target Speed / Distance to Go status in his cab enabling him to optimize DETAILED PROJECT REPORT FOR NAGPUR METRO RAIL PROJECT NOV 2013 1/6 Chapter 11: Signalling System the speed potential of the track section. -
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. -
ERTMS/ETCS - Indian Railways Perspective
ERTMS/ETCS - Indian Railways Perspective P Venkata Ramana IRSSE, MIRSTE, MIRSE Abstract nal and Balise. Balises are passive devices and gets energised whenever Balise Reader fitted on Locomo- European Railway Traffic Management System tive passes over it. On energisation, balises transmits (ERTMS) is evolved to harmonize cross-border rail telegrams to OBE. Telegram may consist of informa- connections for seamless operations across European tion about aspect of Lineside Signal, Gradients etc., nations. ERTMS is stated to be the most performant Balises are generally grouped and unique identifica- train control system which brings significant advan- tion will be provided to each balise. It helps to detect tages in terms of safety, reliability, punctuality and the direction of train. There four types of balises ex- traffic capacity. ERT.MS is evolving as a global stan- ist based their usage - Switchable, Infill, Fixed and dard. Many countries outside Europe - US, China, Repositioning balises. Switchable balises will be pro- Taiwan, South Korea and Saudi Arabia have adopted vided near lineside signals and they transmit aspect ERTMS standards for train traffic command and con- of lineside signal, permanent speed restrictions, gra- trol. dient information etc., Infill balises are provided in advance of signals to convey aspect of lineside signals earlier than Switchable balises. Fixed balises convey 1 Introduction information in regard to temporary speed restrictions and Repositioning balises provides data corrections. Signalling component of ERTMS has basically Balises transmit data in long or short telegrams four components - European Train Control System and those pertaining to direction. They are of two (ETCS) with Automatic Train Protection System, types - standard and reduced. -
Responses to Consultation on New ORR Guidance on Principles of Level Crossing Safety – Published June 2021
Responses to consultation on new ORR guidance on Principles of Level Crossing Safety – Published June 2021 Aberdeen City Council Amey Rail Ltd ASLEF Association of Directors of Environment, Economy, Planning and Transport (ADEPT) Atkins British Horse Society (The) Central Bedfordshire Council Costain Dartford Borough Council Denbighshire County Council Dumfries and Galloway Council Ed Rollings Associates Ltd Essex County Council Friends of the Far North Line Furrer+Frey Overhead Contact Lines Gloucestershire County Council Individual number 1 Individual number 2 Individual number 3 Individual number 4 Individual number 5 Individual number 6 Individual number 7 Individual number 8 IOHS Kilnside Farm Network Rail North Yorkshire Moors Railway Parliamentary Advisory Council for Transport Safety (PACTS) Peak and Northern Footpaths Society Rail Crossing Safety Consultants Limited Rail Delivery Group Ricardo Rail Limited RSSB Shropshire County Council Sotera Risk Solutions South Lanarkshire Council Suffolk County Council Surrey County Council Systra The Ramblers The Ramblers – Dorset Area The Ramblers – Swindon and North East Wiltshire Group Transport for London (TfL) UKTram Victa Railfreight Warwickshire County Council West Somerset Railway PLC From: Graeme McKenzie (Aberdeen City Council) Sent: 26 February 2021 18:15 To: Level Crossing Principles <[email protected]> Subject: ORR Consultation - "Principles for managing level crossing safety" Please find a response on behalf of Aberdeen City Council with respect to the ORR consultation on the proposed guidance "PRINCIPLES FOR MANAGING LEVEL CROSSING SAFETY". 1. Who are you responding as (an individual/for an organisation) and what is your role? Operations and Protective Services, Aberdeen City Council – Technical Officer, Traffic Management and Road Safety 2. -
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. -
Enhanced ETCS L2/L3 Train Control System
Advanced Train Control Systems 113 Enhanced ETCS_L2/L3 train control system D. Emery Laboratory for Intermodality and Transport Planning (LITEP), École polytechnique fédérale de Lausanne (EPFL), Switzerland Abstract The last decade has seen the development of the European Train Control System ERTMS/ETCS. This Automatic Train Protection system (ATP) was designed in three versions: ETCS_Level 1, 2 and 3. ETCS_Level_3 uses moving blocks and provides short headways. However, ETCS_Level 2 may also offer short headways provided suitable length of each block sections. The proposed train control system could be seen as an enhancement of ETCS-Level 2 or Level 3. The main advantage of this new control system is to provide shorter headways than ETCS can. This offers the potential for capacity increases, particularly for busy High Speed Lines (HSL). Keywords: ATP, braking curves, capacity, ETCS, ERTMS, headway, high speed line (HSL), interlocking, moving block, Semi-Automatic Train Operation (SATO). 1 Interoperability, safety and capacity with ETCS 1.1 ETCS for interoperability and safety The European Train Control System was firstly developed to offer to the European Rail community a common Automatic Train Protection system in replacement of the existing ones. In theory, this is needed urgently as more than Table 1: ETCS and some ATP spot transmission. Crocodile KVB Indusi, PZB ETCS L1 (France, Belgium) (France) (Germany) and higher Transmission Electric through Transponder Magnetic Transponder system mechanical contact WIT Transactions on State of the Art in Science and Engineering, Vol 46, © 2010 WIT Press www.witpress.com, ISSN 1755-8336 (on-line) doi:10.2495/978-1-84564-494-9/13 114 Advanced Train Control Systems 15 different and incompatible ATP systems equip the European main rail networks (cf.