Human and Automatic Train Control in Scandinavian ATC-Applications - a Pilot Study
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CONTRACT T-8000-1415 AUTOMATIC TRAIN CONTROL TECHNICAL SPECIFICATION THIS PAGE INTENTIONALLY LEFT BLANK Contents
ATTACHMENT C PART 2 – ATC SYSTEM MARYLAND TRANSIT ADMINISTRATION CONTRACT T-8000-1415 AUTOMATIC TRAIN CONTROL TECHNICAL SPECIFICATION THIS PAGE INTENTIONALLY LEFT BLANK Contents 1 GENERAL REQUIREMENTS 2 COMMUNICATIONS BASED TRAIN CONTROL REQUIREMENTS 3 MAIN LINE AND STORAGE YARD SOLID STATE INTERLOCKING REQUIREMENTS 4 AUTOMATIC TRAIN SUPERVISION REQUIREMENTS 5 DATA COMMUNICATIONS SYSTEM REQUIREMENTS 6 AUXILIARY WAYSIDE EQUIPMENT REQUIREMENTS 7 ENVIRONMENTAL AND EMC 8 SYSTEM SAFETY REQUIREMENTS 9 RELIABILITY, AVAILABILITY, AND MAINTAINABILITY REQUIREMENTS 10 INSTALLATION CUTOVER AND CONSTRUCTION REQUIREMENTS 11 ATC TESTING 12 QUALITY ASSURANCE AND CONTROL 13 TECHNICAL SUPPORT 14 TRAINING Attachment C, Part 2, ATC System T-8000-1415 i September 2015 THIS PAGE INTENTIONALLY LEFT BLANK Attachment C, Part 2, ATC System T-8000-1415 ii September 2015 SECTION 1 GENERAL REQUIREMENTS Contents 1.1 GENERAL..................................................................................................................................1-1 1.2 PROJECT OBJECTIVES ...............................................................................................................1-2 1.2.1 PROVEN DESIGN......................................................................................................1-3 1.2.2 COMMISSIONING ON A REVENUE SYSTEM...............................................................1-3 1.2.3 DESIGN LIFE.............................................................................................................1-3 1.3 SCOPE OF WORK......................................................................................................................1-3 -
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. -
Report on Railway Accident with Freight Car Set That Rolled Uncontrolledly from Alnabru to Sydhavna on 24 March 2010
Issued March 2011 REPORT JB 2011/03 REPORT ON RAILWAY ACCIDENT WITH FREIGHT CAR SET THAT ROLLED UNCONTROLLEDLY FROM ALNABRU TO SYDHAVNA ON 24 MARCH 2010 Accident Investigation Board Norway • P.O. Box 213, N-2001 Lillestrøm, Norway • Phone: + 47 63 89 63 00 • Fax: + 47 63 89 63 01 www.aibn.no • [email protected] This report has been translated into English and published by the AIBN to facilitate access by international readers. As accurate as the translation might be, the original Norwegian text takes precedence as the report of reference. The Accident Investigation Board has compiled this report for the sole purpose of improving railway safety. The object of any investigation is to identify faults or discrepancies which may endanger railway safety, whether or not these are causal factors in the accident, and to make safety recommendations. It is not the Board’s task to apportion blame or liability. Use of this report for any other purpose than for railway safety should be avoided. Photos: AIBN and Ruter As Accident Investigation Board Norway Page 2 TABLE OF CONTENTS NOTIFICATION OF THE ACCIDENT ............................................................................................. 4 SUMMARY ......................................................................................................................................... 4 1. INFORMATION ABOUT THE ACCIDENT ..................................................................... 6 1.1 Chain of events ................................................................................................................... -
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. -
Representing the SPANISH RAILWAY INDUSTRY
Mafex corporate magazine Spanish Railway Association Issue 20. September 2019 MAFEX Anniversary years representing the SPANISH RAILWAY INDUSTRY SPECIAL INNOVATION DESTINATION Special feature on the Mafex 7th Mafex will spearhead the European Nordic countries invest in railway International Railway Convention. Project entitled H2020 RailActivation. innovation. IN DEPT MAFEX ◗ Table of Contents MAFEX 15TH ANNIVERSARY / EDITORIAL Mafex reaches 15 years of intense 05 activity as a benchmark association for an innovative, cutting-edge industry 06 / MAFEX INFORMS with an increasingly marked presence ANNUAL PARTNERS’ MEETING: throughout the world. MAFEX EXPANDS THE NUMBER OF ASSOCIATES AND BOLSTERS ITS BALANCE APPRAISAL OF THE 7TH ACTIVITIES FOR 2019 INTERNATIONAL RAILWAY CONVENTION The Association informed the Annual Once again, the industry welcomed this Partners’ Meeting of the progress made biennial event in a very positive manner in the previous year, the incorporation which brought together delegates from 30 of new companies and the evolution of countries and more than 120 senior official activities for the 2019-2020 timeframe. from Spanish companies and bodies. MEMBERS NEWS MAFEX UNVEILS THE 26 / RAILACTIVACTION PROJECT The RailActivation project was unveiled at the Kick-Off Meeting of the 38 / DESTINATION European Commission. SCANDINAVIAN COUNTRIES Denmark, Norway and Sweden have MAFEX PARTICIPTES IN THE investment plans underway to modernise ENTREPRENEURIAL ENCOUNTER the railway network and digitise services. With the Minister of Infrastructure The three countries advance towards an Development of the United Arab innovative transport model. Emirates, Abdullah Belhaif Alnuami held in the office of CEOE. 61 / INTERVIEW Jan Schneider-Tilli, AGREEMENT BETWEEN BCIE AND Programme Director of Banedanmark. MAFEX To promote and support internationalisation in the Spanish railway sector. -
Trainguard MT Optimal Performance with the World’S Leading Automatic Train Control System for Mass Transit Trainguard MT
siemens.com/mobility/mobility Trainguard MT Optimal performance with the world’s leading automatic train control system for mass transit Trainguard MT Intelligent and future-oriented mass transit solutions for smiling cities Cities are becoming increasingly larger The overall performance of mass transit As a modern modular ATC system, and more complex. This also imposes systems depends largely on the perform- Trainguard MT offers all these features, increased requirements on mass transit ance of the automatic train control (ATC) providing the basis for attractive, safe systems. Their operators have to cope system employed. With increasing auto- and efficient mass transit systems which with rapidly growing traffic flows and mation, the responsibility for operations satisfy the needs of both passengers and passengers' rising expectations. Their management gradually shifts from drivers railway operators throughout the world. success is measured against factors and operators to the system. such as safety, punctuality, conve- nience and energy efficiency. An ATC system comprises functions for the monitoring, execution and control Benefits Siemens' intelligent and future- of the entire operational process. It can oriented mass transit solutions feature different levels of automation • Short headways by implementing support operators in successfully such as driver-controlled train operation, real moving-block operation meeting these challenges. semi-automated train operation, driver- • Cost-effectiveness less and unattended train operation. • Scalability We regard our customers as partners • Upgradability up to driverless systems who we support through our work in The ATC system continuously indicates • Maximum reliability, availability and sustainably developing their urban the current movement authority on safety environment and making their public the cab display and super vises the per- • Economical maintenance mass transit both efficient and effec- missible train speed. -
Positive Train Control (PTC)
Positive Train Control (PTC) Positive Train Control Safety is Amtrak’s top priority. Amtrak is a leader in the installation of Positive Train Control (PTC), a safety technology designed to match train speed to track conditions for improved safety. Positive Train Control provides an added layer of safety. Installation and maintenance of PTC is the responsibility of the railroad that controls the track. Amtrak Infrastructure In December 2015, Amtrak activated PTC on track between New York and Washington, D.C., completing installation on most Amtrak-owned infrastructure on the Northeast Corridor (NEC) spine. PTC has been installed between Boston and New Haven since 2000. The only exceptions are seven miles, all of which are located in or adjacent to terminal areas where trains move slower and automatic train control systems are in service. Of note, Amtrak is not responsible for installing PTC on the following segments of the NEC which it doesn’t control, between New York and Boston: Harold Interlocking east of New York Penn Station is the responsibility of the LIRR, and Metro-North Railroad is responsible for the 56 mile New Rochelle-New Haven segment owned by the states of New York and Connecticut. In early 2016, Amtrak activated PTC on the 104-mile Harrisburg Line. Amtrak has also installed and is operating PTC along the 97 miles of track it owns in Michigan and Indiana, where PTC was introduced in 2002. Amtrak is working on installation of PTC on other lines, including the 60 mile Springfield line (where a major double-tracking project funded by the state of Connecticut is underway), the 105 mile Hudson line between Poughkeepsie and the Schenectady area (leased by Amtrak), and the 135 mile Dearborn-Kalamazoo segment of the Michigan line owned by Michigan, as well as the Chicago Union Station terminal areas. -
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. -
SUBSET-023 Glossary of Terms and Abbreviations Page 1/27 3.1.0
ERA * UNISIG * EEIG ERTMS USERS GROUP ERTMS/ETCS Glossary of Terms and Abbreviations REF : SUBSET-023 ISSUE : 3.1.0 DATE : 12/05/2014 SUBSET-023 Glossary of Terms and Abbreviations Page 1/27 3.1.0 ERA * UNISIG * EEIG ERTMS USERS GROUP 1. MODIFICATION HISTORY Issue Number Section number Modification / Description Author Date 0.0.1 All First issue. Sven Adomeit Hans Kast Jean-Christophe Laffineur 0.0.2 All Reuse of EEIG glossary Sven Adomeit Hans Kast Jean-Christophe Laffineur 0.0.3 All Review of SRS; Sven Adomeit New SRS Chapter 0.0.4. All Updating references Sven Adomeit Add: RAP:RMP:MAR: Mode Profile 0.0.5. All Updating for Class 1 SRS WLH Feb 2000 Version 2 0.1.0. All Updating following UNISIG review WLH and comments from Adt ,Alst. March 2000 0.2.0. All Further comments from Alstom WLH March 2000 2.0.0 Final issue to ECSAG U.D. (ed) 30 March 2000 2.9.1 All Revised edition for baseline 3 B. Stamm 08 February S. Adomeit 2012 A. Hougardy 2.9.2 All As per UNISIG review comments A. Hougardy 01 March 2012 Add new entries ACK, KER and LUC Refine definition of Train Interface SUBSET-023 Glossary of Terms and Abbreviations Page 2/27 3.1.0 ERA * UNISIG * EEIG ERTMS USERS GROUP Unit 3.0.0 Baseline 3 release version A. Hougardy 02 March 2012 3.0.1 CR 1124 O. Gemine 04 April 2014 3.0.2 Baseline 3 1st maintenance pre- O. Gemine release version 23 April 2014 3.0.3 CR 1223 O. -
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 .................................................................... -
Jernbanemagasinet Nr 1-2011.Pdf
NR 1•2011 Null feil i nåløyet Fornyelse av infra- strukturen og økt vinterberedskap har halvert forsinkelsene i vinter. Størst er utslagene der fornyelsen har kommet lengst. I den nyrenoverte trakta mellom Nationaltheatret og Oslo S har det vært null feil. Side 4–9 SIgnaler Innhold Mot lysere tider Vinteren 2010/11 har til nå gitt jernbanen færre problemer enn det foregående vinter gjorde. Det er ikke bare vinterens skyld. jernbanemagasinet kan i denne utgaven vise en oversikt over hvor mange forsinkelsestimer togene ble påført på grunn av feil i jernbaneverkets anlegg i perioden fra 15. desember til 15. januar. nedgangen i forhold til tilsvarende periode i fjor er stor, og den er spesielt stor i de områdene der det ble gjort en stor for nyelses innsats sist sommer. 28 Denne tendensen kunne vi også observere gjennom høstmåne- Butikk dene i 2010, men vinteren er jo den virkelige syretesten på hvor Kameraovervåking av kritiske spor- Han representerer robuste vi er. Vinterberedskapen er forbedret i år, og alt tyder 10 veksler tas nå i bruk, i visshet om at norske Baneservice, på at vi har gjort riktige prioriteringer gjennom en forsterket Overvåker det vil føre til færre forsinkelser. som nå er i ferd med ved likeholds- og fornyelsesinnsats. til sommeren blir det en ny, å gjøre butikk som stor innsats med fornyelse av anleggene i vårt viktigste knute- operatør av svenske punkt, Oslo s. kombiterminaler. Pålitelighet er et nøkkelbegrep. Kundene vil svikte jernbanen hvis vi ikke klarer å levere det vi lover – tog som kommer fram slik det er forutsatt i ruteplanen. -
Jernbaneverket Norwegian High Speed R Assessment Project
Jernbaneverket Norwegian High Speed Railway Assessment Project Contract 5: Market Analysis : Location and Services of Stations / Terminals Final Report 17/02/2011 /Final Report Contract5 Subject 4 Location of Stations_170211_lkm_ISSUED.docx Contract 5, Subject 4: Location and Services of Stations /Terminals 2 Notice This document and its contents have been prepared and are intended solely for Jernbaneverket’s information and use in relation to The Norwegian High Speed Railway Assessment Project. WS Atkins International Ltd assumes no responsibility to any other party in respect of or arising out of or in connection with this document and/or its contents. Document History DOCUMENT REF: Final Report Contract5 Subject 4 JOB NUMBER: 5096833 Location of Stations_170211_lkm_ISSUED.docx Revision Purpose Description Originated Checked Reviewed Authorised Date 4 Final Report LM AB MH WL 15/02/11 3 Draft Final Report LM TH JT WL 01/02/11 2 Interim Report LM JD MH WL 23/12/10 1 Skeleton Report MH LM JD WL 28/10/10 5096833\Final Report Contract5 Subject 4 Location of Stations_170211_lkm_ISSUED.docx Contract 5, Subject 4: Location and Services of Stations /Terminals 3 Contract 5: Market Analysis Location and Services of Stations /Terminals Final Report 5096833\Final Report Contract5 Subject 4 Location of Stations_170211_lkm_ISSUED.docx Contract 5, Subject 4: Location and services of stations/terminals 4 Table of contents Executive Summary 9 1 Introduction 12 1.1 Background 12 1.2 Overall Context of the Market Analysis Contract 13 1.3 Purpose of Subject