Network of European/Asian Rail Research Capacities (Signalling Systems)
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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. -
Selection of a New Hardware and Software Platform for Railway Interlocking
Selection of a new hardware and software platform for railway interlocking Arghya Kamal Bhattacharya School of Electrical Engineering Thesis submitted for examination for the degree of Master of Science in Technology. Espoo 27.04.2020 Supervisor Prof. Valeriy Vyatkin Advisor MSc. Tommi Kokkonen Copyright ⃝c 2020 Arghya Kamal Bhattacharya Aalto University, P.O. BOX 11000, 00076 AALTO www.aalto.fi Abstract of the master’s thesis Author Arghya Kamal Bhattacharya Title Selection of a new hardware and software platform for railway interlocking Degree programme Automation and Electrical Engineering Major Control, Robotics and Autonomous Systems Code of major ELEC3025 Supervisor Prof. Valeriy Vyatkin Advisor MSc. Tommi Kokkonen Date 27.04.2020 Number of pages 82+34 Language English Abstract The interlocking system is one of the main actors for safe railway transportation. In most cases, the whole system is supplied by a single vendor. The recent regulations from the European Union direct for an “open” architecture to invite new game changers and reduce life-cycle costs. The objective of the thesis is to propose an alternative platform that could replace a legacy interlocking system. In the thesis, various commercial off-the-shelf hardware and software products are studied which could be assembled to compose an alternative interlocking platform. The platform must be open enough to adapt to any changes in the constituent elements and abide by the proposed baselines of new standardization initiatives, such as ERTMS, EULYNX, and RCA. In this thesis, a comparative study is performed between these products based on hardware capacity, architecture, communication protocols, programming tools, security, railway certifications, life-cycle issues, etc. -
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 .................................................................... -
B COMMISSION DECISION of 7 November 2006 Concerning A
2006D0860 — EN — 24.01.2013 — 004.001 — 1 This document is meant purely as a documentation tool and the institutions do not assume any liability for its contents ►B COMMISSION DECISION of 7 November 2006 concerning a technical specification for interoperability relating to the control-command and signalling subsystem of the trans-European high speed rail system and modifying Annex A to Decision 2006/679/EC concerning the technical specification for interoperability relating to the control-command and signalling subsystem of the trans-European conventional rail system (notified under document number C(2006) 5211) (Text with EEA relevance) (2006/860/EC) (OJ L 342, 7.12.2006, p. 1) Amended by: Official Journal No page date ►M1 Commission Decision 2007/153/EC of 6 March 2007 L 67 13 7.3.2007 ►M2 Commission Decision 2008/386/EC of 23 April 2008 L 136 11 24.5.2008 ►M3 Commission Decision 2010/79/EC of 19 October 2009 L 37 74 10.2.2010 ►M4 Commission Decision 2012/463/EU of 23 July 2012 L 217 11 14.8.2012 2006D0860 — EN — 24.01.2013 — 004.001 — 2 ▼B COMMISSION DECISION of 7 November 2006 concerning a technical specification for interoperability relating to the control-command and signalling subsystem of the trans-European high speed rail system and modifying Annex A to Decision 2006/679/EC concerning the technical specification for interoperability relating to the control-command and signalling subsystem of the trans-European conventional rail system (notified under document number C(2006) 5211) (Text with EEA relevance) (2006/860/EC) THE COMMISSION -
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, -
Nl — 24.01.2013 — 004.001 — 1
2006D0860 — NL — 24.01.2013 — 004.001 — 1 Dit document vormt slechts een documentatiehulpmiddel en verschijnt buiten de verantwoordelijkheid van de instellingen ►B BESCHIKKING VAN DE COMMISSIE van 7 november 2006 betreffende de technische specificaties inzake interoperabiliteit van het subsysteem „Besturing en seingeving” van het trans-Europees hogesnelheidsspoorwegsysteem en tot wijziging van bjlage A bij Beschikking 2006/679/EG betreffende de technische specificaties inzake interoperabiliteit van het subsysteem „Besturing en Seingeving” van het conventionele trans-Europese spoorwegsysteem (Kennisgeving geschied onder nummer C(2006) 5211) (Voor de EER relevante tekst) (2006/860/EG) (PB L 342 van 7.12.2006, blz. 1) Gewijzigd bij: Publicatieblad nr. blz. datum ►M1 Beschikking 2007/153/EG van de Commissie van 6 maart 2007 L 67 13 7.3.2007 ►M2 Beschikking 2008/386/EG van de Commissie van 23 april 2008 L 136 11 24.5.2008 ►M3 Beschikking 2010/79/EG van de Commissie van 19 oktober 2009 L 37 74 10.2.2010 ►M4 Besluit 2012/463/EU van de Commissie van 23 juli 2012 L 217 11 14.8.2012 2006D0860 — NL — 24.01.2013 — 004.001 — 2 ▼B BESCHIKKING VAN DE COMMISSIE van 7 november 2006 betreffende de technische specificaties inzake interoperabiliteit van het subsysteem „Besturing en seingeving” van het trans-Europees hogesnelheidsspoorwegsysteem en tot wijziging van bjlage A bij Beschikking 2006/679/EG betreffende de technische specificaties inzake interoperabiliteit van het subsysteem „Besturing en Seingeving” van het conventionele trans-Europese spoorwegsysteem -
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. -
Grade Crossings - Handbook
GRADE CROSSINGS - HANDBOOK 2016-12-14 RDIMS # 12526323 This document is meant to be used in conjunction with the Grade Crossings Regulations as well as the Grade Crossings Standards. i TABLE OF CONTENTS TABLE OF CONTENTS ........................................................................................................................ II FORWARD ............................................................................................................................................ 1 PART A – PREFACE .................................................................................................................................... 2 BACKGROUND ..................................................................................................................................... 2 OBJECTIVES ........................................................................................................................................ 3 DESCRIPTION ...................................................................................................................................... 4 ARTICLE 1 – INTERPRETATION ......................................................................................................... 7 ARTICLE 1.1 – AREMA INTERPRETATIONS ................................................................................... 13 ARTICLE 2 – CITATIONS ................................................................................................................... 14 ARTICLE 3 – UNITS OF MEASUREMENT ....................................................................................... -
Ertms Unit Assignment of Values to Etcs Variables
Making the railway system work better for society. ERTMS UNIT ASSIGNMENT OF VALUES TO ETCS VARIABLES Reference: ERA_ERTMS_040001 Document type: Technical Version : 1.30 Date : 22/02/21 PAGE 1 OF 78 120 Rue Marc Lefrancq | BP 20392 | FR-59307 Valenciennes Cedex Tel. +33 (0)327 09 65 00 | era.europa.eu ERA ERTMS UNIT ASSIGNMENT OF VALUES TO ETCS VARIABLES AMENDMENT RECORD Version Date Section number Modification/description Author(s) 1.0 17/02/10 Creation of file E. LEPAILLEUR 1.1 26/02/10 Update of values E. LEPAILLEUR 1.2 28/06/10 Update of values E. LEPAILLEUR 1.3 24/01/11 Use of new template, scope and application E. LEPAILLEUR field, description of the procedure, update of values 1.4 08/04/11 Update of values, inclusion of procedure, E. LEPAILLEUR request form and statistics, frozen lists for variables identified as baseline dependent 1.5 11/08/11 Update of title and assignment of values to E. LEPAILLEUR NID_ENGINE, update of url in annex A. 1.6 17/11/11 Update of values E. LEPAILLEUR 1.7 15/03/12 New assignment of values to various E. LEPAILLEUR variables 1.8 03/05/12 Update of values E.LEPAILLEUR 1.9 10/07/12 Update of values, see detailed history of E.LEPAILLEUR assignments in A.2 1.10 08/10/12 Update of values, see detailed history of A. HOUGARDY assignments in A.2 1.11 20/12/12 Update of values, see detailed history of O. GEMINE assignments in A.2 A. HOUGARDY Update of the contact address of the request form in A.4 1.12 22/03/13 Update of values, see detailed history of O. -
Finished Vehicle Logistics by Rail in Europe
Finished Vehicle Logistics by Rail in Europe Version 3 December 2017 This publication was prepared by Oleh Shchuryk, Research & Projects Manager, ECG – the Association of European Vehicle Logistics. Foreword The project to produce this book on ‘Finished Vehicle Logistics by Rail in Europe’ was initiated during the ECG Land Transport Working Group meeting in January 2014, Frankfurt am Main. Initially, it was suggested by the members of the group that Oleh Shchuryk prepares a short briefing paper about the current status quo of rail transport and FVLs by rail in Europe. It was to be a concise document explaining the complex nature of rail, its difficulties and challenges, main players, and their roles and responsibilities to be used by ECG’s members. However, it rapidly grew way beyond these simple objectives as you will see. The first draft of the project was presented at the following Land Transport WG meeting which took place in May 2014, Frankfurt am Main. It received further support from the group and in order to gain more knowledge on specific rail technical issues it was decided that ECG should organise site visits with rail technical experts of ECG member companies at their railway operations sites. These were held with DB Schenker Rail Automotive in Frankfurt am Main, BLG Automotive in Bremerhaven, ARS Altmann in Wolnzach, and STVA in Valenton and Paris. As a result of these collaborations, and continuous research on various rail issues, the document was extensively enlarged. The document consists of several parts, namely a historical section that covers railway development in Europe and specific EU countries; a technical section that discusses the different technical issues of the railway (gauges, electrification, controlling and signalling systems, etc.); a section on the liberalisation process in Europe; a section on the key rail players, and a section on logistics services provided by rail. -
The Influence of Railway Signalling
1 The influence of railway signalling characteristics on resilience Rogier Simons, Master student, Transport Infranstructure and Logistics, TU Delft long time span of the replacement. Now, seven corridors have Abstract—Seven disrupted scenarios have been simulated on the been designated to be overhauled before 2030. In the decision railway corridor Utrecht-Den Bosch, each over three signalling making of implementing ETCS, several factors have been of configurations to find the effect of in-cab signalling and reduced block section lengths on resilience. Furthermore, the place of relevance, such as the need for replacement on a corridor, resilience in decision making and design of railway signalling the cost of the replacement, the capacity and safety benefits, has been investigated. and international interoperability. On the more practical side, Although resilience is only one of the factors in the decision during the design and engineering phase of an ETCS-corridor, making and design of ETCS-projects, besides factors such as most of the same factors are of importance on how to convert capacity, safety and interoperability, a quantification of resilience can help to either compare alternatives on all factors including from the legacy system to ETCS. For example, a larger budget resilience, to compare alternatives on resilience only, or to find can lead to a design where the block sections lengths can be the relation between design choices and resilience. adapted, creating more capacity and resilience. Simulation of seven disrupted traffic scenarios has shown that Resilience is another factor which is potentially relevant using in-cab signalling with ETCS L2 compared to line-side in the decision making.