CTCS—Chinese Train Control System
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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. -
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 ................................................................................................................... -
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. -
Crossing Protection with Indicators for Train Movements
Crossing Protection With Indicators For Train Movements By G. K. Zulandt Assistant Signal Engineer Terminal Railroad Association of St. louis St. louis. Mo. New Installations, on Terminal Railroad Asso ciation of St. Louis, include special color-light This indicator, 50 ft. from the crossing, dwarf signals, known as crossing protection in- . has a key-controller on top dicators, which inform ·enginemen whether f Iash in g -I i g h t signals and gates are operat ing, and give advance notice of time cut-outs main tracks are about 750 ft. long. The fastest train which was checked consumed 24.4 sec. from the tiirie it shunted its approach until it foul .ed the crossing. The flashing-light THE first of seven highway crossing being left open. The new flashing signals operated 4.6 se~-as a .pre gate installations to be made on light signals and gates at Lynch warning before the gates were r~: the Illinois Transfer Railway, oper avenue are controlled automatically leased; and the gates desc~nded 'in ated by the Terminal Railroad As by track circuits but, on account of 10.5 sec. Thus, the.gates were down sociation of St. Louis, has been switching moves. to serve industries, 9.3 sec. before the train arrived at placed in service recently at Lynch and because of other unusual op the crossing . ,Conventional direc avenue in East St. Louis, Ill. A traf erations, special cut-out features are tional stick relays are used to clear fic count for 24 hours over this necessary. , the gates for receding train moves. -
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. -
Level Crossings: a Guide for Managers, Designers and Operators Railway Safety Publication 7
Level Crossings: A guide for managers, designers and operators Railway Safety Publication 7 December 2011 Contents Foreword 4 What is the purpose of this guide? 4 Who is this guide for? 4 Introduction 5 Why is managing level crossing risk important? 5 What is ORR’s policy on level crossings? 5 1. The legal framework 6 Overview 6 Highways and planning law 7 2. Managing risks at level crossings 9 Introduction 9 Level crossing types – basic protection and warning arrangements 12 General guidance 15 Gated crossings operated by railway staff 16 Barrier crossings operated by railway staff 17 Barrier crossings with obstacle detection 19 Automatic half barrier crossings (AHBC) 21 Automatic barrier crossings locally monitored (ABCL) 23 Automatic open crossings locally monitored (AOCL) 25 Open crossings 28 User worked crossings (UWCs) for vehicles 29 Footpath and bridleway crossings 30 Foot crossings at stations 32 Provision for pedestrians at public vehicular crossings 32 Additional measures to protect against trespass 35 The crossing 36 Gates, wicket gates and barrier equipment 39 Telephones and telephone signs 41 Miniature stop lights (MSL) 43 Traffic signals, traffic signs and road markings 44 3. Level crossing order submissions 61 Overview and introduction 61 Office of Rail Regulation | December 2011 | Level crossings: a guide for managers, designers and operators 2 Background and other information on level crossing management 61 Level crossing orders: scope, content and format 62 Level crossing order request and consideration process 64 Information -
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. -
5 Level Crossings 4
RSC-G-006-B Guidelines For The Design Of Section 5 Railway Infrastructure And Rolling Stock LEVEL CROSSINGS 5 LEVEL CROSSINGS 4 5.1. THE PRINCIPLES 4 5.2. GENERAL GUIDANCE 5 5.2.1. General description 5 5.2.2. Structure of the guidance 5 5.2.3. Positioning of level crossings 5 5.2.4. Equipment at level crossings 5 5.2.5. Effects on existing level crossings 6 5.2.6. Operating conditions 6 5.3. TYPES OF CROSSINGS 7 5.3.1. Types of crossing 7 5.3.2. Conditions for suitability 9 5.4. GATED CROSSINGS OPERATED BY RAILWAY STAFF 12 5.4.1. General description (for user worked gates see section 5.8) 12 5.4.2. Method of operation 12 5.4.3. Railway signalling and control 12 5.5. BARRIER CROSSINGS OPERATED BY RAILWAY STAFF (MB) 13 5.5.1. General description 13 5.5.2. Method of operation 13 5.5.3. Railway signalling and control 14 5.6. AUTOMATIC HALF BARRIER CROSSINGS (AHB) 15 5.6.1. General description 15 5.6.2. Method of operation 15 5.6.3. Railway signalling and control 16 5.7. AUTOMATIC OPEN CROSSING (AOC) 17 5.7.1. General description 17 5.7.2. Method of operation 17 5.7.3. Railway signalling and control 18 5.8. USER-WORKED CROSSINGS (UWC) WITH GATES OR LIFTING BARRIERS 19 5.8.1. General description 19 5.8.2. Method of operation 19 5.9. PEDESTRIAN CROSSINGS (PC) PRIVATE OR PUBLIC FOOTPATH 21 5.9.1. -
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. -
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