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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. -
2004 Freight Rail Component of the Florida Rail Plan
final report 2004 Freight Rail Component of the Florida Rail Plan prepared for Florida Department of Transportation prepared by Cambridge Systematics, Inc. 4445 Willard Avenue, Suite 300 Chevy Chase, Maryland 20815 with Charles River Associates June 2005 final report 2004 Freight Rail Component of the Florida Rail Plan prepared for Florida Department of Transportation prepared by Cambridge Systematics, Inc. 4445 Willard Avenue, Suite 300 Chevy Chase, Maryland 20815 with Charles River Associates Inc. June 2005 2004 Freight Rail Component of the Florida Rail Plan Table of Contents Executive Summary .............................................................................................................. ES-1 Purpose........................................................................................................................... ES-1 Florida’s Rail System.................................................................................................... ES-2 Freight Rail and the Florida Economy ....................................................................... ES-7 Trends and Issues.......................................................................................................... ES-15 Future Rail Investment Needs .................................................................................... ES-17 Strategies and Funding Opportunities ...................................................................... ES-19 Recommendations........................................................................................................ -
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. -
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. -
D5.3 EGNSS Target Performance to Meet Railway
D5.3 EGNSS Target Performances to meet railway safety requirements Project acronym: STARS Project full title: Satellite Technology for Advanced Railway Signalling EC Contract No.: (H2020) 687414 Version of the document: 07 Protocol code: STR-WP5-D-ANS-034-06 Responsible partner: ANSALDO Reviewing status: ISSUED Delivery date: 30/04/17 Dissemination level: PUBLIC This project has received funding from the European Union’s Horizon 2020 research and innovation program under grant agreement No. 687414 SATELLITE TECHNOLOGY FOR ADVANCED RAILWAY SIGNALLING CHANGE RECORDS Version Date Changes Authors B. Brunetti (ANSALDO STS), N. Kassabian (ANSALDO STS), Salvatore Sabina (ANSALDO STS), Fabio Poli (ANSALDO STS), Alfio Beccaria 1 23.02.2017 First draft, including chapters 1 to 5 (ANSALDO STS), Andrea Carbone (ANSALDO STS), Iban Lopetegi (CAF I+D), Tahir- Ali Klaiq (BT), Stamm Bernhard (SIE), Jean Poumailloux (TAS- F) , Marc Gandara (TAS-F) B. Brunetti (ANSALDO STS), N. Kassabian (ANSALDO STS), Salvatore Sabina 2 10.04.2017 Second draft, including chapters 6 to 7 (ANSALDO STS), Fabio Poli (ANSALDO STS), Iban Lopetegi (CAF I+D), Tahir-Ali Klaiq (BT) B. Brunetti (ANSALDO STS), N. Kassabian (ANSALDO STS), Final revision, taking into account comments 3 18.04.2017 Salvatore Sabina (ANSALDO received STS), Jean Poumailloux (TAS- F) B. Brunetti (ANSALDO STS), N. Kassabian (ANSALDO STS), Salvatore Sabina (ANSALDO STS), Jean Poumailloux (TAS- F), I. Lopetegi (CAF I+D), Tahir- Final revision, taking into account the additional Ali Klaiq (BT), J. Marais comments received and the results of the 4 28.04.2017 (IFSTTAR), J. Beugin phone conferences aimed at discussing such (IFSTTAR), S. -
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. -
Highway-Rail Crossing Warning Systems and Traffic Signals Manual
Interconnection of Highway-Rail Grade Crossing Warning Systems and Highway Traffic Signals 1 INTRODUCTION Welcome to this seminar on Interconnection of Highway-Rail Grade Crossing Warning Systems and Highway Traffic Signals. Over the past eight years, I have had the opportunity to present this seminar to persons from the Federal Railroad Administration, the Federal Highway Administration, numerous state Departments of Transportation, city, county and state traffic engineering and signal departments as well as many railroads. Obviously, this is a highly specialized topic, one that receives very little attention in terms of available training. However, from the perspective of safety, it requires far more attention than it normally receives. Only when a catastrophic event occurs such as the Fox River Grove crash in October of 1995 does the need for training of this type become apparent. Following the Fox River Grove crash, I was approached by the Oklahoma Department of Transportation in 1996, inquiring if I would have an interest in assisting them with understanding interconnection and preemption. This seminar is the ongoing continuation of that effort. My background includes over 31 years of active involvement in both highway traffic signal and railroad signal application, design and maintenance. This workbook is a compilation of information, drawings, standards, recommended practices and my ideas to assist you in following with the presentation and to provide a future reference as you need it. It has been developed as I have presented seminars and I strive to continually update it to reflect the most current information available. Some sections have been reproduced from the Manual on Uniform Traffic Control Devices which exists in the public domain. -
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 .................................................................... -
New Developments
New Developments CARRIER CONTROL tion is said to afford the additional ranged to be mutually destroying, REPEATER advantage of permitting trailing of which should prove of interest to the switch without damage, yet users of rail motor cars in construc THE General Railway Signal Com holding the switch closed in either tion and maintenance work. Riders pany, Rochester 2, N. Y., has devel the normal or the reversed position, oped a single-channel repeater unit with sufficient force to permit fac for carrier control service. It is said ing-point moves at normal yard to be a companion unit to the trans speeds. When the machine is power mitter and receiver units, having the operated, the toggle mechanism is same construction and external di pushed past center by compressed mensions-91/s in. high, 7 in. wide, air, whereupon the spring-loaded and 8% in. deep. It weighs 8 lb., toggle action forces the switch and is designed for shelf-mounting. points to the opposite position, sim The repeater is used where line ilar to the action of ordinary toggle wire attenuation becomes severe be switches used in electric lighting cause of weather conditions, heavy circuits. Since the holding force of loading of the line due to other fa the spring is sufficient to permit cilities, or where small-size line wire must be employed. This unit oper ates on a power level of +16 dbm. A particular feature is that the out put is essentially constant over wide variations of input voltages and, like Fuses burn for 10 or 5 minutes of such cars have sometimes been injured by fragments of torpedoes Machine is designed especially for yards left on the rail an unknown length of time before. -
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,