Research on the Interface Solution with Trains for ATP System Stabilization
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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 ................................................................................................................... -
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. -
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. -
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 .................................................................... -
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. -
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 -
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. -
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.