Evaluation of Signal/Control System Equipment and Technology
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NSG 604 Indicators and Signs
This is an uncontrolled copy. Before use, make sure that this is the current version by visiting www.railsafe.org.au/nsg NSG 604 signals and signs Indicators and signs General To describe the types of indicators and signs used in the Network. ............................................................................................... NOTE The Figures in this Rule show examples of the indicators and signs used in the Network. White or lunar white lights are shown in blue . ............................................................................................... Clearance posts Clearance posts may be located between two converging lines to show the clearance limit. Some clearance posts have: • a reflective background, or • a white light that must be illuminated at night or in conditions of low visibility. White reflective post forms Illuminated post form FIGURE 1: Examples of clearance posts ............................................................................................... NETWORK RULES MARCH 2019 V10.0 © SYDNEY TRAINS 2019 PAGE 1 OF 38 This is an uncontrolled copy. Before use, make sure that this is the current version by visiting www.railsafe.org.au/nsg NSG 604 signals and signs Indicators and signs Dead end lights Dead end lights are small red lights to indicate the end of dead end sidings. The lights display STOP indications only. If it is possible for a dead end light to be mistaken as a running signal at STOP, a white light above the red light is used to distinguish it from a running signal. FIGURE 2: Examples of dead end lights ............................................................................................... NETWORK RULES MARCH 2019 V10.0 © SYDNEY TRAINS 2019 PAGE 2 OF 38 This is an uncontrolled copy. Before use, make sure that this is the current version by visiting www.railsafe.org.au/nsg NSG 604 signals and signs Indicators and signs Guard’s indicator If it is possible for the signal at the exit-end of a platform to be obscured from a Guard’s view, a Guard’s indicator is placed over the platform. -
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 -
RAIB Report: Freight Train Derailment at Angerstein Junction on 3 June 2015
Oliver Stewart Senior Executive, RAIB Relationship and Recommendation Handling Telephone 020 7282 3864 E-mail [email protected] 4 June 2020 Mr Andrew Hall Deputy Chief Inspector of Rail Accidents Cullen House Berkshire Copse Rd Aldershot Hampshire GU11 2HP Dear Andrew, RAIB Report: Freight train derailment at Angerstein Junction on 3 June 2015 I write to provide an update1 on the action taken in respect of recommendation 3 addressed to ORR in the above report, published on 1 June 2016. The annex to this letter provides details of the action taken regarding the recommendation. The status of recommendation 3 is ‘Implemented’. We do not propose to take any further action in respect of the recommendation, unless we become aware that any of the information provided has become inaccurate, in which case I will write to you again. We will publish this response on the ORR website on 5 June 2020. Yours sincerely, Oliver Stewart 1 In accordance with Regulation 12(2)(b) of the Railways (Accident Investigation and Reporting) Regulations 2005 Annex A Recommendation 3 The intent of this recommendation is to ensure that the derailment risk at Angerstein Junction is adequately controlled. Network Rail should review and, if appropriate, alter the infrastructure configuration on the line between Angerstein Junction and Angerstein Wharf sidings to reduce its contribution to the derailment risk in the immediate vicinity of the 851A trap points. This review should include, but not be limited to, consideration of: • the wagon types and loads normally using the line; • the layout of the check rail; • the speed and braking profiles of trains using the line; • the locations and operation of signalling equipment; and • the location of the trap points, or the provision of alternative risk mitigation measures ORR decision 1. -
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. -
A New Signalling System for Automatic Block Signal Between Stations Controlling Through an IP Network
A New Signalling System for Automatic Block Signal between Stations Controlling through an IP Network 1R. Ishima, 1Y. Fukuta, 1M. Matsumoto, 2N. Shimizu, 3H. Soutome, 4M. Mori East Japan Railway Company, Saitama, Japan1; Daido Signal Co.,Ltd., Tokyo, Japan2; Hitachi, Ltd., Hitachinaka, Japan3; Toshiba Corp., Tokyo, Japan4 Abstract This paper describes a new signalling system which controls signalling field devices of automatic block signal between stations through an IP network. The system improves the method of the system already installed to Ichikawaono station on the Musasino line in February 2007. The Logic Controller (LC), placed in a signal house, exchanges the command and feedback data with the Field Controller (FC), placed near each automatic block signal, through the Ethernet Passive Optical Network (E- PON). Following the command data, the FC electrically controls signalling field devices such as signals, track circuits, transponders of the Automatic Train Stop (i.e. Automatic Train Protection) system with Pattern (ATS-P), transponders of the S-type of ATS (ATS-S), and output relays. Only optical fiber cable requires between the LC and the FC. The system has high reliability because the LC, the FC, and the data paths of E-PON are all duplex. The system provides sufficient maintenance information through the IP network. The system can realize higher reliability, less wire-connection- work, less amount of cable, cost cutting, and faster troubleshooting. A prototype system was under evaluation on the Joban Rapid Service line between Mabashi and Kitakashiwa from August 2006 to January 2008. Evaluating the results of the field test, we conclude that the prototype system is technically suitable for signal control. -
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 ................................................................................................................... -
Road Level Crossing Protection Equipment
Engineering Procedure Signalling CRN SM 013 ROAD LEVEL CROSSING PROTECTION EQUIPMENT Version 2.0 Issued December 2013 Owner: Principal Signal Engineer Approved by: Stewart Rendell Authorised by: Glenn Dewberry Disclaimer. This document was prepared for use on the CRN Network only. John Holland Rail Pty Ltd makes no warranties, express or implied, that compliance with the contents of this document shall be sufficient to ensure safe systems or work or operation. It is the document user’s sole responsibility to ensure that the copy of the document it is viewing is the current version of the document as in use by JHR. JHR accepts no liability whatsoever in relation to the use of this document by any party, and JHR excludes any liability which arises in any manner by the use of this document. Copyright. The information in this document is protected by Copyright and no part of this document may be reproduced, altered, stored or transmitted by any person without the prior consent of JHR. © JHR UNCONTROLLED WHEN PRINTED Page 1 of 66 Issued December 2013 Version 2.0 CRN Engineering Procedure - Signalling CRN SM 013 Road Level Crossing Protection Equipment Document control Revision Date of Approval Summary of change 1.0 June 1999 RIC Standard SC 07 60 01 00 EQ Version 1.0 June 1999. 1.0 July 2011 Conversion to CRN Signalling Standard CRN SM 013. 2.0 December 2013 Inclusion of Safetran S40 and S60 Mechanisms, reformatting of figures and tables, and updating text Summary of changes from previous version Section Summary of change All Include automated -
Geographic Signaling System (Geo)
FIELD REFERENCE MANUAL GEOGRAPHIC SIGNALING SYSTEM (GEO) JULY 2008 (REVISED SEPTEMBER 2018) DOCUMENT NO. SIG-00-05-09 VERSION D Siemens Mobility 700 East Waterfront Drive Munhall, Pennsylvania 15120 1-800-793-SAFE Copyright © 2008-2018 Siemens Mobility, Inc. All rights reserved PRINTED IN THE U.S.A. PROPRIETARY INFORMATION The material contained herein constitutes proprietary and confidential information, and is the intellectual property of Siemens Mobility, Inc., Rail Automation (Siemens) protected under United States patent, copyright and/or other laws and international treaty provisions. This information and the software it describes are for authorized use only, and may not be: (i) modified, translated, reverse engineered, decompiled, disassembled or used to create derivative works; (ii) copied or reproduced for any reason other than specific application needs; or (iii) rented, leased, lent, sublicensed, distributed, remarketed, or in any way transferred; without the prior written authorization of Siemens. This proprietary notice and any other associated labels may not be removed. TRANSLATIONS The manuals and product information of Siemens Mobility, Inc. are intended to be produced and read in English. Any translation of the manuals and product information are unofficial and can be imprecise and inaccurate in whole or in part. Siemens Mobility, Inc. does not warrant the accuracy, reliability, or timeliness of any information contained in any translation of manual or product information from its original official released version in English and shall not be liable for any losses caused by such reliance on the accuracy, reliability, or timeliness of such information. Any person or entity that relies on translated information does so at his or her own risk. -
Communication Technologies Support to Railway Infrastructure and Operations
Downloaded from orbit.dtu.dk on: Oct 06, 2021 Communication Technologies Support to Railway Infrastructure and Operations Sniady, Aleksander Link to article, DOI: 10.11581/DTU:00000010 Publication date: 2015 Document Version Publisher's PDF, also known as Version of record Link back to DTU Orbit Citation (APA): Sniady, A. (2015). Communication Technologies Support to Railway Infrastructure and Operations. DTU Fotonik. https://doi.org/10.11581/DTU:00000010 General rights Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of accessing publications that users recognise and abide by the legal requirements associated with these rights. Users may download and print one copy of any publication from the public portal for the purpose of private study or research. You may not further distribute the material or use it for any profit-making activity or commercial gain You may freely distribute the URL identifying the publication in the public portal If you believe that this document breaches copyright please contact us providing details, and we will remove access to the work immediately and investigate your claim. Communication Technologies Support to Railway Infrastructure and Operations Aleksander Sniady Ph.D. Thesis May 2015 Communication Technologies Support to Railway Infrastructure and Operations Aleksander Sniady´ Ph.D. Thesis Networks Technology & Service Platforms DTU Fotonik Technical University of Denmark May 2015 To my parents and grandparents. Supervisors: José Soler Lars Dittmann Technical University of Denmark DTU Fotonik Department of Photonics Engineering This thesis is a part of RobustRailS project, Ørsteds Plads, Building 343, which is funded by The Danish Council for 2800 Kongens Lyngby, Denmark Strategic Research. -
[(Central] [Central, 6 E -1 4
/NEWYORK^ Fnewyork^ [(Central] [Central, 6 e -1 4 Reference Marks NEW YORK CENTRAL LC.L Between POPULAR ALL-COACH DAYLINER Dally. II Meal station. Sunday only. • Thla train does not carry baggage SERVICE ADVANTAGES Chicago, Pittsburgh & Boston Daily except Sunday- Ex. Sun.—Runs dally except Sunday. Daily except Monday. E.T.—Eastern Standard Time. Daily except Saturday. C.T.—Central Standard Time. In addition to the train service shown, buses of the United Traction Company run at frequent intervals between Albany and Troy. | I i^i ichedulot . pcart'd to 5 Packing and handling research Stops on signal to receive passengers for stations beyond Albuny. traffic requirement! for most ... they assure the security ol Stops to receive or discbarge passengers for or from Astatabula and beyond. Stops except Saturdays and Sundays. rX|M*llitioilH .1. Ii\ i-r n--. the shipped merchandise. bb Stops at 6.25 a. m. to discharge passengers from Rochester and beyond or to 2 Free pick up and delivery ser• receive passengers for Chicago. Smooth operation . easy 4 Stops on signal to receive passengers for beyond Troy. vice . direct from Hliippcr's grades... superlative roadbed. Stops on signal to discharge or receive passengers. to roiisipiirrV door. No baggage handled for or from this station; *y Constant supervision and pro• Stops regularly, but only to receive passengers. * f Optional trucking allowance to tection in transit.. still mon Stops only to discbarge passengers. nhi|»|MTH jiiul roiittignrcR ... a security for shipped merchan Runs Saturdays only. mi I • i i ii i ii I tavina to both. dise. -
BACKTRACK 22-1 2008:Layout 1 21/11/07 14:14 Page 1
BACKTRACK 22-1 2008:Layout 1 21/11/07 14:14 Page 1 BRITAIN‘S LEADING HISTORICAL RAILWAY JOURNAL VOLUME 22 • NUMBER 1 • JANUARY 2008 • £3.60 IN THIS ISSUE 150 YEARS OF THE SOMERSET & DORSET RAILWAY GWR RAILCARS IN COLOUR THE NORTH CORNWALL LINE THE FURNESS LINE IN COLOUR PENDRAGON BRITISH ENGLISH-ELECTRIC MANUFACTURERS PUBLISHING THE GWR EXPRESS 4-4-0 CLASSES THE COMPREHENSIVE VOICE OF RAILWAY HISTORY BACKTRACK 22-1 2008:Layout 1 21/11/07 15:59 Page 64 THE COMPREHENSIVE VOICE OF RAILWAY HISTORY END OF THE YEAR AT ASHBY JUNCTION A light snowfall lends a crisp feel to this view at Ashby Junction, just north of Nuneaton, on 29th December 1962. Two LMS 4-6-0s, Class 5 No.45058 piloting ‘Jubilee’ No.45592 Indore, whisk the late-running Heysham–London Euston ‘Ulster Express’ past the signal box in a flurry of steam, while 8F 2-8-0 No.48349 waits to bring a freight off the Ashby & Nuneaton line. As the year draws to a close, steam can ponder upon the inexorable march south of the West Coast Main Line electrification. (Tommy Tomalin) PENDRAGON PUBLISHING www.pendragonpublishing.co.uk BACKTRACK 22-1 2008:Layout 1 21/11/07 14:17 Page 4 SOUTHERN GONE WEST A busy scene at Halwill Junction on 31st August 1964. BR Class 4 4-6-0 No.75022 is approaching with the 8.48am from Padstow, THE NORTH CORNWALL while Class 4 2-6-4T No.80037 waits to shape of the ancient Bodmin & Wadebridge proceed with the 10.00 Okehampton–Padstow.