An IP Network-Based Signal Control System for Automatic Block Signal and Its Functional Enhancement
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Identification and Localization of Track Circuit False Occupancy Failures Based on Frequency Domain Reflectometry
sensors Article Identification and Localization of Track Circuit False Occupancy Failures Based on Frequency Domain Reflectometry Tiago A. Alvarenga 1 , Augusto S. Cerqueira 1 , Luciano M. A. Filho 1 , Rafael A. Nobrega 1 , Leonardo M. Honorio 1,* and Henrique Veloso 2 1 Electrical Engineering Department, Federal University of Juiz de Fora, Juiz de Fora 36036-900, MG, Brazil; [email protected] (T.A.A.); [email protected] (A.S.C.); luciano.ma.fi[email protected] (L.M.A.F.); [email protected] (R.A.N.) 2 MRS Logística, Juiz de Fora 36060-010, MG, Brazil; [email protected] * Correspondence: [email protected] Received: 15 October 2020; Accepted: 9 December 2020; Published: 18 December 2020 Abstract: Railway track circuit failures can cause significant train delays and economic losses. A crucial point of the railway operation system is the corrective maintenance process. During this operation, the railway lines have the circulation of trains interrupted in the respective sector, where traffic restoration occurs only after completing the maintenance process. Depending on the cause and length of the track circuit, identifying and solving the problem may take a long time. A tool that assists in track circuit fault detection during an inspection adds agility and efficiency in its restoration and cost reduction. This paper presents a new method, based on frequency domain reflectometry, to diagnose and locate false occupancy failures of track circuits. Initially, simulations are performed considering simplified track circuit approximations to demonstrate the operation of the proposed method, where the fault position is estimated by identifying the null points and through non-linear regression on signal amplitude response. -
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 ................................................................................................................... -
[(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. -
HOW to REDUCE the IMPACT of TRACK CIRCUIT FAILURES Stanislas Pinte, Maurizio Palumbo, Emmanuel Fernandes, Robert Grant ERTMS Solutions/Nxgen Rail Services
S. Pinte, M. Palumbo, E. Fernandes, R. Grant HOW TO REDUCE THE IMPACT OF TRACK CIRCUITS FAILURES ERTMS Solutions/NxGen Rail Services HOW TO REDUCE THE IMPACT OF TRACK CIRCUIT FAILURES Stanislas Pinte, Maurizio Palumbo, Emmanuel Fernandes, Robert Grant ERTMS Solutions/NxGen Rail Services Summary Every year, thousands of track circuit failures are reported by railway infrastructure managers in Europe and worldwide, resulting in significant delays which can also lead to substantial economic costs and penalties. For this reason, the ability to detect and diagnose the health of track circuits to prevent or provide a fast response to these failures, can generate a significant benefit for infrastructure managers. In many countries, a process of periodic manual inspection of wayside assets (including track circuits) is in place, but the benefits of this strategy are limited by several factors related to safety, the time required to perform the inspection, and difficulties associated with making manual measurements. With the purpose of minimizing economic loss and operational delay, as well as offering railway infrastructure managers a tool that can provide an automated and effective maintenance strategy, ERTMS Solutions has designed the TrackCircuitLifeCheck (TLC). The TrackCircuitLifeCheck is a track circuit measurement instrument that can be installed on track inspection or commercial trains to automatically diagnose AC, DC, and pulsed track circuits, thus enabling a preventive maintenance strategy, based on the analysis of multi-pass data from each track circuit over time, and the application of standard deviation analysis. KEYWORDS: Track Circuits, Preventive Maintenance, Train Detection, Train Protection, In-Cab Signaling, UM-71, TVM, TrackCircuitLifeCheck. INTRODUCTION This paper presents a high level functional and architectural description of track circuits, with a In order to detect the presence of trains on a special focus on AC track circuits. -
Federal Railroad Administration, DOT § 235.7
Federal Railroad Administration, DOT § 235.7 railroads that operate on standard gage (5) Removal of an intermittent auto- track which is part of the general rail- matic train stop system in conjunction road system of transportation. with the implementation of a positive (b) This part does not apply to rail train control system approved by FRA rapid transit operations conducted over under subpart I of part 236 of this chap- track that is used exclusively for that ter. purpose and that is not part of the gen- (b) When the resultant arrangement eral system of railroad transportation. will comply with part 236 of this title, it is not necessary to file for approval § 235.5 Changes requiring filing of ap- to decrease the limits of a system as plication. follows: (a) Except as provided in § 235.7, ap- (1) Decrease of the limits of an inter- plications shall be filed to cover the locking when interlocked switches, de- following: rails, or movable-point frogs are not in- (1) The discontinuance of a block sig- volved; nal system, interlocking, traffic con- (2) Removal of electric or mechanical trol system, automatic train stop, lock, or signal used in lieu thereof, train control, or cab signal system or from hand-operated switch in auto- other similar appliance or device; matic block signal or traffic control (2) The decrease of the limits of a territory where train speed over the block signal system, interlocking, traf- switch does not exceed 20 miles per fic control system, automatic train hour; or stop, train control, or cab signal sys- (3) Removal of electric or mechanical tem; or lock, or signal used in lieu thereof, (3) The modification of a block signal from hand-operated switch in auto- system, interlocking, traffic control matic block signal or traffic control system, automatic train stop, train territory where trains are not per- control, or cab signal system. -
Developing Standards for New Technology Signal Systems for Rail Transit Applications
Transactions on the Built Environment vol 34, © 1998 WIT Press, www.witpress.com, ISSN 1743-3509 Developing standards for new technology signal systems for rail transit applications A. F. Rumsey Parsons Transportation, New York, U.S.A. Abstract Radio communications-based train control (CBTC) systems, also referred to as transmission-based signalling (TBS) systems, permit more effective utilization of rail transit infrastructure by allowing trains to operate safety at much closer headways, by permitting greater flexibility and greater precision in train control, and by providing continuous safe train separation assurance and overspeed protection. One of the challenges facing transit agencies who are considering the introduction of CBTC systems, however, is the lack of industry standards for this emerging technology, and the current inability of trains equipped with CBTC equipment from one supplier to operate on track equipped with CBTC equipment from a second supplier. This paper reports on the status of two separate initiatives being taken in North America to develop standards for CBTC systems for rail transit applications; one based on a voluntary consensus development approach, and the second based on a competitive procurement approach. 1 Background Conventional signalling and train control systems rely almost exclusively on track circuits to detect the presence of trains. Information on the status of the track ahead is provided to train operators either through wayside signals or trainborne cab signals. Ensuring compliance with the signals is achieved either through strict observance of operating procedures, or through automatic train protection features such as wayside electro-mechanical train stops, or trainborne supervisory equipment linked to the train's braking system. -
Signal Box Register Series
Signal Box Registers Publication schedule and current state of play as at 10th July 2019 Item Publication dateStatus 1. Great Western PB: 22 December 2007 Out of Print HB: 28 December 2007 Out of Print 1. Great Western PB: 10 May 2011 Published (Revised Edition) HB: 24 May 2011 Published 2. Midland Railway latest draft is version E22 dated Substantially complete. 18th September 2017 Publication expected 2020-2021 3. LNER (Southern Area) PB: 29 May 2012 Published. HB: 6 Nov 2012 Published. 4. Southern Railway PB & HB: 23 April 2009 Published 5. LNWR (includes NSR, Sources include NSR (1998), No work started yet. MCR, FR and L&Y) LNWR (240-599), L&Y (1999). 6. Scotland PB: 31 Oct 2012 Published. HB: 7 Nov 2012 Published. 7. North Eastern Region Work in hand (includes H&B) 8. London Transport PB: 12 Jul 2019 Published. HB: 26 Jul 2019 Published. 9. Ireland PB & HB: 3 August 2015 Published CD-ROM CD: 1 January 2008 Includes Volume 1 CDROM updates #1: 2 February 2008 Corr. Sht 1 & updated vol. 1 GW. #2: 16 September 2008 Corr. Sht 2 & updated vol. 1 GW. #3: 23 April 2009 Plus Volume 4 Southern Railway #4: 24 May 2011 Plus corr. sheet 3 & the GW register (revised edition) #5: 21 June 2012 As above plus correction sheet 4 and volume 3 LNER (Southern) #6: 15 Nov 2012 (DVD-ROM) As above plus correction sheet 5 and volume 6 Scotland #7: 25 Jul 2013 (DVD-ROM) As above plus correction sheet 6 #8: 31 May 2014 (DVD-ROM) As above plus correction sheet 7 #9: 3 Aug 2015 (DVD-ROM) As above plus correction sheet 8 #9: 3 Aug 2015 (CD-ROM) Volume 9 Ireland & Isle of Man #10: 21 Nov 2015 (DVD-ROM) As above plus correction sheet 9 #11: 10 Jul 2019 (DVD-ROM) As above plus correction sheet 10 Volume 8 London Transport Correction sheets 1: 16 January 2008 Amended vol. -
Chapter 5 Signals
CALTRAIN DESIGN CRITERIA CHAPTER 5 – SIGNALS CHAPTER 5 SIGNALS A. GENERAL When the Southern Pacific Railroad (SP) owned and operated the Caltrain corridor, the signal system had been designed based on the mixed operation of freight and passenger trains. The signal system spacing was based upon single direction running, with braking distances for 80 Ton per Operative Brake (TPOB) freight trains at 60 MPH (miles per hour). The Santa Clara, College Park, Fourth Street, and San Jose operators' positions were consolidated into a single dispatch center, with Centralized Traffic Control (CTC) from Santa Clara (Control Point or CP Coast) to CP Tamien. San Francisco Control Points, namely Fourth Street, Potrero, Bayshore, and Brisbane were operated as Manual Interlockings under the control of the San Jose Dispatcher with bi-directional automatic block signaling between Fourth Street and Potrero, and single direction running between control points from Potrero southward. After State Department of Transportation (Caltrans) completed the freeway I-280 retrofit, bi- directional CTC was in effect between Fourth Street and Bayshore. Between 1992 and 1997, signal design was performed by various designers, as a by product of third party contracts on the railroad. There was little consistency between projects, and little overview as to how the projects tied together, and how they would fare with future projects. In 1997, the Caltrain's two signal engineering designers, and the contract operator developed the Caltrain Signal Engineering Design Standards. The new standards have become one of migration. 1.0 SIGNAL SYSTEM MIGRATION The migration of the Caltrain Signal System was defined as follows: a. -
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. -
Low-Cost Highway-Rail Intersection Active Warning System Field
Low•Cost Highway•Rail Intersection Active Warning System Field Operational Test Evaluation Report Prepared for: December 2005 Low•Cost Highway•Rail Intersection Active Warning System Field Operational Test Evaluation Report Prepared for: Minnesota Department of Transportation Office of Traffic, Security and Operations Prepared by: URS Corporation and TranSmart Technologies, Inc. December 2005 Table of Contents EXECUTIVE SUMMARY .......................................................................................................... v 1. INTRODUCTION................................................................................................................. 1 1.1 ROJECTP PURPOSE............................................................................................................ 2 1.2 ARTICIPANTSP .................................................................................................................. 3 2. PROJECT BACKGROUND................................................................................................ 4 2.1 YSTEMS DEVELOPMENT, TESTING, AND FIELD OPERATIONAL TEST................................ 4 2.2 HUMAN FACTORS EVALUATION....................................................................................... 6 3. REVIEW OF EMERGING HRI TECHNOLOGY ........................................................... 7 3.1 OVERVIEW OF ACTIVE WARNING TECHNOLOGY ............................................................. 7 3.2 MERGINGE HRI TECHNOLOGY........................................................................................ -
LNW Route Specification 2017
Delivering a better railway for a better Britain Route Specifications 2017 London North Western London North Western July 2017 Network Rail – Route Specifications: London North Western 02 SRS H.44 Roses Line and Branches (including Preston 85 Route H: Cross-Pennine, Yorkshire & Humber and - Ormskirk and Blackburn - Hellifield North West (North West section) SRS H.45 Chester/Ellesmere Port - Warrington Bank Quay 89 SRS H.05 North Transpennine: Leeds - Guide Bridge 4 SRS H.46 Blackpool South Branch 92 SRS H.10 Manchester Victoria - Mirfield (via Rochdale)/ 8 SRS H.98/H.99 Freight Trunk/Other Freight Routes 95 SRS N.07 Weaver Junction to Liverpool South Parkway 196 Stalybridge Route M: West Midlands and Chilterns SRS N.08 Norton Bridge/Colwich Junction to Cheadle 199 SRS H.17 South Transpennine: Dore - Hazel Grove 12 Hulme Route Map 106 SRS H.22 Manchester Piccadilly - Crewe 16 SRS N.09 Crewe to Kidsgrove 204 M1 and M12 London Marylebone to Birmingham Snow Hill 107 SRS H.23 Manchester Piccadilly - Deansgate 19 SRS N.10 Watford Junction to St Albans Abbey 207 M2, M3 and M4 Aylesbury lines 111 SRS H.24 Deansgate - Liverpool South Parkway 22 SRS N.11 Euston to Watford Junction (DC Lines) 210 M5 Rugby to Birmingham New Street 115 SRS H.25 Liverpool Lime Street - Liverpool South Parkway 25 SRS N.12 Bletchley to Bedford 214 M6 and M7 Stafford and Wolverhampton 119 SRS H.26 North Transpennine: Manchester Piccadilly - 28 SRS N.13 Crewe to Chester 218 M8, M9, M19 and M21 Cross City Souh lines 123 Guide Bridge SRS N.99 Freight lines 221 M10 ad M22 -
Intelligent Transportation Systems at Highway-Rail Intersections a Cross-Cutting Study
Intelligent Transportation Systems at Highway-Rail Intersections A Cross-Cutting Study Improving Safety and Mobility at Highway-Rail Grade Crossings December 2001 Intelligent Transportation Systems at Highway-Rail Intersections: A Cross-Cutting Study i Executive Summary In 1997, the ITS Joint Program Office (JPO) at the Federal Highway Administration commissioned a study to identify projects being conducted in the U.S. that used Intelligent Transportation Systems (ITS) at highway-rail grade crossings, including not only those projects that were Federally-sponsored, but state and locally-sponsored ones, as well. The study identified seven projects that tested five functions: in-vehicle warning, second train warning, use of crossing blockage information for traveler information and traffic management, four quadrant gates with automatic train stop, and a comprehensive set of technologies called the Intelligent Grade Crossing. The following year, the JPO commissioned a cross-cutting study to examine the commonalities and differences among the seven projects. This report documents the findings of that cross-cutting study: · Several railroads were reluctant to fully participate in the projects due to liability, safety and operational concerns. Although there were exceptions, passenger railroads – and, in particular, light rail transit – tended to be more involved in these projects than freight railroads. · In all but one of the seven projects examined in this study, the largest share of funding came from the Federal level, through either direct Federal grants or Congressional designations. In the one project that was the exception to this rule, the largest share of funding came from a private sector technology vendor who made in-kind contributions, using the opportunity of the test to refine its prototype system.