Trainguard MT Optimal Performance with the World’S Leading Automatic Train Control System for Mass Transit Trainguard MT
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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 -
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 -
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 ................................................................................................................... -
Irish Railway Standard IRS-203-A
Irish Railway Standard IRS-203-A EMC Co-ordination Issue Published by Issue Date A CRR on behalf of the Irish Railway Industry 22.10.2019 Irish Railway Standards IRS-203-A EMC Co-ordination 1 Foreword 1.1 This Irish Railway Standard: i. cannot replace any Technical Standard for Interoperability (TSI) or other legal requirements which may be applicable to a given project; ii. is recommended to be chosen in accordance with RFU-STR-088 as an Alternative Solution in conjunction with a TSI Parameter to demonstrate conformity with the Essential Requirements; iii. may be called up as a code of practice in conjunction with CSM-REA 352/2009 and 402/2013; iv. may be called up as good industry practice in conjunction with Railway Safety Act 2005; v. may be called up as a code of practice in conjunction with the safe integration of projects within the Railway System in the Republic of Ireland as defined under 2008/57/EC Art15 or 2016/797 (EU) Art 18; vi. may in parts or in full be called up as a National Technical Rule (NTR) for the Republic of Ireland in conjunction with 2008/57/EC or 2016/797 (EU). 1.2 Where this document is called up as an NTR, the reason for its application shall be identified in line with EU 2016/797 Art 13(2): i. where the TSIs do not cover, or do not fully cover, certain aspects corresponding to the essential requirements, including open points as referred to in 2016/797 Article 4(6); ii. -
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. -
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 .................................................................... -
GAO-20-516R, Positive Train Control: Railroads Generally Made Progress
441 G St. N.W. Washington, DC 20548 April 30, 2020 The Honorable Roger Wicker Chairman Committee on Commerce, Science, and Transportation United States Senate Positive Train Control: Railroads Generally Made Progress, but Several Must Meet Compressed Schedules to Meet Implementation Date Dear Mr. Chairman: Positive train control (PTC) is a communications-based system designed to automatically slow or stop a train in certain cases where it is not being operated safely. Over a decade ago, a federal law was enacted requiring the implementation of PTC by 42 railroads—including 30 commuter railroads, Amtrak, and several Class I and Class II/III freight railroads—to prevent train-to-train collisions and other types of accidents.1 The National Transportation Safety Board stated in 2018 that since the enactment of this law, it had investigated 22 rail accidents that could have been prevented by PTC. By statute, railroads were required to implement PTC by December 31, 2018, unless they met certain statutory requirements and requested an extension.2 Few railroads completed implementation by year-end 2018, so the Federal Railroad Administration (FRA) granted nearly all of the 42 railroads required to implement PTC an extension up to December 31, 2020. However, FRA is not authorized to grant further extensions. Over the years, we have periodically reported and testified on railroads’ progress implementing PTC.3 We have consistently identified the challenges arising during the complex and lengthy implementation process, which involves nearly all major rail lines and almost every aspect of railroads’ operations. In July 2019 we reported that most railroads had completed the earlier stages of implementation, such as equipment installation, and were in various stages of testing 1Certain railroads were required to implement PTC by December 31, 2015. -
GENERAL 1.1 Description of Work This Project Provides For
SECTION 01010 SUMMARY OF WORK PART 1 – GENERAL 1.1 Description of Work This project provides for the modernization and technology re-fresh of the existing, discrete phase selective track circuits on SEPTA’s Railroad Division’s, two (2) track, West Chester Line with new solid state electronic track circuits (ETC’s). These electronic track circuits shall be configured for cut-sections and end-of-siding (interlocking) operations. The scope of the tech refresh shall be from and not including Arsenal Interlocking (track circuits 301 and 302) to and Including Elwyn Interlocking. In addition, this scope shall include, but not be limited to the retirement of wired circuitry to the extent as directed by the SEPTA Project Manager and shall include: retirement of automatic colorlight signals (not including Interlocking signals), retirement of the signal lighting circuits, traffic line circuits, cab applications circuits, track cab signal code rate circuits, etc which shall be converted into software equations and driven by the ETC’s. The ETC’s shall be configured and provided to support those locations shown on the drawing “Arsenal to Elwyn, Automatic Signals, Signal Spacing Diagram, Sh’s 1 and 2” for which there are two track automatic signal locations and Interlocking locations. The new ETC’s shall form the basis of a new cab signals with no waysides and the cab signal four aspect, code rate progression shall remain the same. The ETC’s shall interface to the existing vital relays, 12 DC power supplies, impedance bonds and 2 conductor No. 6 twisted track wires. The locations circuit drawings shall be provided to the successful bidder at the time of Notice To Proceed. -
Railwaysignalling.Eu Walk the Rail Talk
railwaysignalling.eu walk the rail talk How Track Circuits detect and protect trains Jodi Scalise November 2014 railwaysignalling.eu, Italy [email protected] ABSTRACT the track circuits is used to command a speed reduction or a Track circuit is the fundamental method of train detection. trip of the train A, avoiding a possible collision. The first track circuit, based on a DC technology, has been The occupancy information of a block is used to control the invented at the and of nineteenth. Over the years, the operation of all trains nearby the occupied area. continuous technological development has enabled to realize When a train is detected on a block, it cause a stop command track circuits in an increasingly performing way by using AC for the block immediately behind the train. Depending upon technology and modulations, but the basic principle for train the block lengths, the line speeds involved, and the number of detection is still the same. available speed commands, the second block behind the train An alternative approach is the Axle Counter system, which may have a command speed between zero and full line speed. uses a “check-in/check-out” logic. By comparing the result for The third block behind the train may have a commanded the axles counted in a block section with the result for those speed greater than or equal to the second block, and so on. In counted out, it is possible to know the status of the track all cases, the blocks behind a train are signaled so that a train section (free or occupied). -
Efficient Driving of CBTC ATO Operated Trains
DOCTORAL THESIS MADRID, SPAIN 2017 Efficient driving of CBTC ATO operated trains William Carvajal Carreño ESCUELA TÉCNICA SUPERIOR DE INGENIERÍA Efficient driving of CBTC ATO operated trains William Carvajal Carreño Doctoral Thesis supervisors: Senior Assoc.prof. Asunción Paloma Cucala García Universidad Pontificia Comillas Senior Assoc.prof. Antonio Fernández-Cardador Universidad Pontificia Comillas Members of the Examination Committee: Prof. Masafumi Miyatake Sophia University, Chairman Prof. Aurelio García Cerrada Universidad Pontificia Comillas, Examiner Prof. Stefan Östlund Kungliga Tekniska Högskolan, Examiner Assoc.prof. Rob Goverde Technische Universiteit Delft, Examiner Prof. Emilio Olías Ruíz Universidad Carlos III de Madrid, Examiner Senior Assoc.prof. Rafael Palacios Hielscher Universidad Pontificia Comillas, Opponent TRITA-EE 2016:201 ISSN 1653-5146 ISBN 978-84-617-7523-1 Copyright © William Carvajal-Carreño, 2017 Printed by US-AB This doctoral research was funded by the European Commission through the Erasmus Mundus Joint Doctorate Program and also partially supported by the Institute for Research in Technology at Universidad Pontificia Comillas. Efficient driving of CBTC ATO operated trains PROEFSCHRIFT ter verkrijging van de graad van doctor aan de Technische Universiteit Delft, op gezag van de Rector Magnificus prof. ir. K.C.A.M. Luyben, voorzitter van het College voor Promoties, in het openbaar te verdedigen op dinsdag 7 Maart 2017 om 12:00 uur door William CARVAJAL-CARREÑO Master in Electrical Engineering Universidad Industrial de Santander, Colombia geboren te Bucaramanga, Colombia This dissertation has been approved by the promotors: Prof. dr. ir. M.P.C. Weijnen and Senior Assoc.prof. A. P. Cucala García Composition of the doctoral committee: Prof. M. Miyatake Sophia University, Japan, Chairman Prof. -
The Possibility of Capacity Increase on the Modernised and Electrified Railway Line R201 Along the Zaprešić – Zabok Section
MATEC Web of Conferences 235, 00009 (2018) https://doi.o rg/10.1051/matecconf/201823500009 Horizons of Railway Transport 2018 The Possibility of Capacity Increase on the Modernised and Electrified Railway Line R201 along the Zaprešić – Zabok Section Ivica Ljubaj1*, Tomislav Josip Mlinarić1, Tomislav Ležaić1 and Martin Starčević1 1University of Zagreb Faculty of Traffic and Transport Science, 10000 Zagreb, Croatia Abstract. This paper is focused on the regional railway track line R201 which begins at the Zaprešić railway station (who is a part of the M101 railway line - part of this Mediterranean corridor) and it separates itself from the international Mediterranean TEN-T corridor. In the forthcoming period is planned electrification and modernization of the R201 railway line, so this paper will be focused on capacity calculation as well on the utilization of the new available capacity. There will be made simulation, with the Opentrack program package for railway simulation, of the possibility to equip this line with the ETCS Level 1 and Level 2 safety systems and then it will be made comparation of the results (available capacity) obtained by simulations with the results without having equipped track with these modern safety systems. As the main idea of electrification and modernization of this track is to include her in the suburban passenger system of the city of Zagreb and to transport freight by railway, there will be given some suggestions how to improve capacity utilization. 1 Introduction development and growth of the region it passes through. [1]This is a single-track, non-electrified line with trains The railway line R201, which branches off the moving in station distance, with stations fitted with very international TEN-T corridor, passes through the outdated mechanical or electro-mechanical signal relays.