Wayside Condition Monitoring System for Railway Wheel Profiles: Applications and Performance Assessment
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Real-Time Train Wheel Condition Monitoring by Fiber Bragg Grating Sensors
Hindawi Publishing Corporation International Journal of Distributed Sensor Networks Volume 2012, Article ID 409048, 7 pages doi:10.1155/2012/409048 Research Article Real-Time Train Wheel Condition Monitoring by Fiber Bragg Grating Sensors Chuliang Wei,1 Qin Xin,2 W. H. Chung, 3 Shun-yee Liu,3 Hwa-yaw Tam,3 andS.L.Ho3 1 Department of Electronic Engineering, Shantou University, Guangdong 515063, China 2 Department of Applied Mathematics, Universit´e catholique de Louvain 1348, Louvain-la-Neuve, Belgium 3 Department of Electrical Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong Correspondence should be addressed to Qin Xin, [email protected] Received 25 July 2011; Accepted 8 August 2011 Academic Editor: Tai Hoon Kim Copyright © 2012 Chuliang Wei et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Wheel defects on trains, such as flat wheels and out-of-roundness, inevitably jeopardize the safety of railway operations. Regular visual inspection and checking by experienced workers are the commonly adopted practice to identify wheel defects. However, the defects may not be spotted in time. Therefore, an automatic, remote-sensing, reliable, and accurate monitoring system for wheel condition is always desirable. The paper describes a real-time system to monitor wheel defects based on fiber Bragg grating sensors. Track strain response upon wheel-rail interaction is measured and processed to generate a condition index which directly reflects the wheel condition. This approach is verified by extensive field test, and the preliminary results show that this electromagnetic- immune system provides an effective alternative for wheel defects detection. -
CSX Transportation (CSX) Lynchburg, VA April 30, 2014
Federal Railroad Administration Office of Railroad Safety Accident and Analysis Branch Accident Investigation Report HQ-2014-4 CSX Transportation (CSX) Lynchburg, VA April 30, 2014 Note that 49 U.S.C. §20903 provides that no part of an accident or incident report, including this one, made by the Secretary of Transportation/Federal Railroad Administration under 49 U.S.C. §20902 may be used in a civil action for damages resulting from a matter mentioned in the report. U.S. Department of Transportation FRA File #HQ-2014-4 Federal Railroad Administration FRA FACTUAL RAILROAD ACCIDENT REPORT TRAIN SUMMARY 1. Name of Railroad Operating Train #1 1a. Alphabetic Code 1b. Railroad Accident/Incident No. CSX Transportation CSX 000129247 GENERAL INFORMATION 1. Name of Railroad or Other Entity Responsible for Track Maintenance 1a. Alphabetic Code 1b. Railroad Accident/Incident No. CSX Transportation CSX 000129247 2. U.S. DOT Grade Crossing Identification Number 3. Date of Accident/Incident 4. Time of Accident/Incident 4/30/2014 1:54 PM 5. Type of Accident/Incident Derailment 6. Cars Carrying 7. HAZMAT Cars 8. Cars Releasing 9. People 10. Subdivision HAZMAT 104 Damaged/Derailed 17 HAZMAT 1 Evacuated 400 Huntington East 11. Nearest City/Town 12. Milepost (to nearest tenth) 13. State Abbr. 14. County Lynchburg VA LYNCHBURG 15. Temperature (F) 16. Visibility 17. Weather 18. Type of Track 53 ̊ F Day Rain Main 19. Track Name/Number 20. FRA Track Class 21. Annual Track Density 22. Time Table Direction (gross tons in millions) No. 2 Freight Trains-25, Passenger Trains-30 East 50 U.S. -
Low Adhesion and Sanders
Low adhesion and sanders AUTHORS INTRODUCTION WHY IS LOW ADHESION IMPORTANT TO THE RAILWAY? Andrew Lightoller is a This paper will introduce the concept of low Chartered Mechanical adhesion between train wheel and rail, including Low adhesion can cause safety incidents (such Engineer, working for why it is so important to the railway, and will as Signals Passed At Danger, or SPADs) and DB ESG, a rolling stock show how sand is used to improve low adhesion significant performance issues (such as station consultancy. Andrew braking performance. Using sand is not a new overruns or delays). In low adhesion, train drivers started his career in concept, indeed steam trains were using sand for will naturally drive more cautiously; perhaps the rail industry as a traction purposes over 100 years ago. However, resulting in a lower maximum speed between graduate engineer at by increasing sand delivery it is possible to deliver stations and braking early and gently. There are Bombardier where consistent train braking performance regardless also issues with traction, particularly affecting he took over as Brakes engineer on the of the underlying adhesion conditions. Solving freight trains with limited motored axles. Classic project. After various experience the braking issue builds driver confidence in poor Each year, approximately 350,000 delay minutes including a six month placement at Chiltern adhesion conditions and opens the door to using are attributed to low adhesion. The direct impact depot commissioning 168s and EU testing sand in traction to achieve higher performance. of low adhesion is estimated to cost the GB of aluminium foam, Andrew moved to Atkins railway industry and wider society £345m per as a Brakes & Pneumatics Engineer in 2001. -
Online Condition Monitoring of Railway Wheelsets”
ONLINE CONDITION MONITORING OF RAILWAY WHEELSETS by Arash Amini A thesis submitted to The University of Birmingham For the degree of DOCTOR OF PHILISOPHY School of Electronic, Electrical and Systems Engineering College of Engineering and Physical Sciences University of Birmingham May 2016 University of Birmingham Research Archive e-theses repository This unpublished thesis/dissertation is copyright of the author and/or third parties. The intellectual property rights of the author or third parties in respect of this work are as defined by The Copyright Designs and Patents Act 1988 or as modified by any successor legislation. Any use made of information contained in this thesis/dissertation must be in accordance with that legislation and must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the permission of the copyright holder. Synopsis Wheelset failures can occur unexpectedly resulting in very serious derailments. The rail industry has focused on the improvement of maintenance through the effective use of online condition monitoring of rolling stock and rail infrastructure in order to reduce the occurrence of unexpected catastrophic failures and disruption that arise from them. The basic components comprising a railway wheelset are the wheels, axle and axle bearings. Defective bearings due to their position within the wheelset configuration can be very difficult to detect. Existing wayside technologies based predominantly on Hot Axle Box Detectors (HABDs) are only able to detect a faulty axle bearing only after it has practically failed. Trackside Acoustic Array Detectors (TAADs) on the other hand have not yet proven their effectiveness as an alternative technique for the early detection of faulty axle bearings. -
Increasing the Maintenance Work Rate of Lhb and Icf Wheel Using Cnc Machine
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 03 | Mar 2020 www.irjet.net p-ISSN: 2395-0072 INCREASING THE MAINTENANCE WORK RATE OF LHB AND ICF WHEEL USING CNC MACHINE T.S.RUCKMANI1, T.RAJESH BILLEE 2,S.SARAVANAN3,M.THIRUKUMARAN4 1,2,3Department of Mechanical and Automation Engineering, PSN College of Engineering and Technology, Tirunelveli 4Ass.Professor. Department of Mechanical and Automation Engineering, PSN College of Engineering and Technology, Tirunelveli ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract :- The aim of this paper is to reduce the manufacturing cost and to reduce the time of remanufacturing work on the rail wheels. There are two types of surface machining or reprofiling a rail wheel. They are lathe machining process and cnc machining process. In this paper, for our research and development of reprofiling a rail wheel, we are using the cnc machining process for the better result and the major need as reducing the time of reprofiling the surface of the wheels. In the paper the defective wheels are taken and are to be reprofiled to extend their service in the railways. The process done on the surface of the wheel is termed as turning operation. The defective wheels are set into the cnc lathe machine for the turning process. The input parameter of the cnc machine is feeded. The parameters are i)depth of cut ii)speed rate iii)feed rate. The time reducing and increasing the remanufacturing work rate of the defective wheels is the major role in this paper. Key Words: Reprofiling, turning operation, remanufacturing work, CNC machining 1. -
Federal Railroad Administration Office of Railroad Safety Accident and Analysis Branch
Federal Railroad Administration Office of Railroad Safety Accident and Analysis Branch Accident Investigation Report HQ-2013-13 Union Pacific (UP) Chafee, MO May 25, 2013 Note that 49 U.S.C. §20903 provides that no part of an accident or incident report, including this one, made by the Secretary of Transportation/Federal Railroad Administration under 49 U.S.C. §20902 may be used in a civil action for damages resulting from a matter mentioned in the report. U.S. Department of Transportation FRA File #HQ-2013-13 Federal Railroad Administration FRA FACTUAL RAILROAD ACCIDENT REPORT TRAIN SUMMARY 1. Name of Railroad Operating Train #1 1a. Alphabetic Code 1b. Railroad Accident/Incident No. Union Pacific Railroad Company UP 0513SL011 2. Name of Railroad Operating Train #2 2a. Alphabetic Code 2b. Railroad Accident/Incident No. BNSF Railway Company BNSF SF0513118 GENERAL INFORMATION 1. Name of Railroad or Other Entity Responsible for Track Maintenance 1a. Alphabetic Code 1b. Railroad Accident/Incident No. Union Pacific Railroad Company UP 0513SL011 2. U.S. DOT Grade Crossing Identification Number 3. Date of Accident/Incident 4. Time of Accident/Incident 5/25/2013 2:35 AM 5. Type of Accident/Incident Side Collision 6. Cars Carrying 7. HAZMAT Cars 8. Cars Releasing 9. People 10. Subdivision HAZMAT Damaged/Derailed HAZMAT Evacuated Chester 11. Nearest City/Town 12. Milepost (to nearest tenth) 13. State Abbr. 14. County Chafee 131.1 MO SCOTT 15. Temperature (F) 16. Visibility 17. Weather 18. Type of Track 50 ̊ F Dark Clear Main 19. Track Name/Number 20. FRA Track Class 21. -
Steam Simulator Operating Manual
Highball Sim **** STEAM LOCOMOTIVE SIMULATOR Based on the Santa Fe & Disneyland Railroad 5/8th Narrow Gauge Railroad OPERATING MANUAL **** by Preston Nirattisai Los Angeles, CA based on simulator version 1.0.0.2017-12 **** ckhollidayplans.com Contents Contents iv Foreword vii Acknowledgements xi Introduction xiii 1 Installing, Updates, and Support 1 1.1 Installing and Running . 1 1.2 Updates . 1 1.3 Uninstalling . 2 1.4 Support . 2 1.5 License . 2 2 The Simulator 3 2.1 Quick Start . 4 2.2 Navigating the Simulator . 9 2.3 Controls . 11 2.4 Home Menu . 15 2.5 Main Menu . 17 2.6 Tracks and Scenery Configuration . 35 2.7 Quick Engine Setup . 36 2.8 Pause Menu . 38 2.9 Failure Dialogue . 38 3 The Locomotives 41 3.1 History . 41 3.2 Engine Components . 42 3.3 Cab Controls . 56 4 Firing Up a Cold Engine 63 5 Water Management (Fireman) 69 5.1 Water quantity . 69 5.2 Water Contents . 76 iv 6 Steam and Pressure Management 79 6.1 Steam Loss . 80 6.2 Boiler Pressure Safety . 85 7 Firing and Fire Management 87 7.1 Creating, Building, and Maintaining a Fire . 89 7.2 Fire Indications . 95 7.3 Refilling the Water and Fuel . 96 7.4 Firing on Compressed Air . 97 8 Running a Steam Locomotive (Engineer) 99 8.1 Locomotive Construction . 99 8.2 Physics of a Steam Locomotive . 102 8.3 Stephenson Valve Gear . 104 8.4 Throttle and Johnson Bar . 105 8.5 Engine and Train Lubrication . 112 8.6 Air Compressor . -
Determination of Tramway Wheel and Rail Profiles to Minimise Derailment
Rail Te~h~~l~~~ l~l~~t at Manchester Metropolitan University Determination of Tramway Wheel and Rail Profiles to Minimise Derailment Date: 12th February 2008 RTU Ref: 90/3/A Client: ORR Authors: Dr Paul Allen Dr Adam Bevan Senior Research Engineer Senior Research Engineer Tel: 0161 247 6251 Tel: 0161 247 6514 E-mail: [email protected] E-mail: [email protected] ,; oFFacE o~ aa~~ a~cu~arioN Determination of Tramway Wheel and Rail Profiles to Minimise Derailment Final Report Project Title Determination of Tramway Wheel and Rail Profiles to Minimise Derailment(ORR/CT /338/DTR) Project Manager Dr. Paul Allen Client ORR Date 12/02/2008 Project Duration 6 Months Issue 1 Distribution Dudley Hoddinott (ORR) David Keay (ORR) PDA/AB/SDI/JMS (RTU) Project file Report No. 90/3/A Reviewed bv: Prof. Simon Iwnicki Contact: Dr Paul Allen Senior Research Engineer Tel: 0161 247 6251 E-mail: [email protected] si !Yw. 2n'.-^y..yy.:m'~ ~ 4'~:~~ .!fit'•.. ~' .y,.l.: CONFIDENTIAL Determination of Tramway Wheel and Rail Profiles to Minimise Derailment Final Report Summary As the first phase of a three stage project, the Office of Rail Regulation (ORR) commissioned a wide ranging study to review current tramway systems and their wheel and rail profiles within the UK. Completed by the Health and Safety Executive (HSE) Labs, the work was reported under the Phase 1 ORR study document, entitled `A survey of UK tram and light railway systems relating to the wheel/rail interface' ~'~. Phase 2 of the work, presented within this report, analyses this initial study and extends the work through the application of wheel-rail contact analysis techniques and railway vehicle dynamics modelling to determine optimised wheel and rail profile combinations which minimise derailment risk and wear. -
Scanned Document
REPORT NO. FRA-OR&D· 76-12 •.. RAILROAD TRACK TECHNOLOGY IN THE USSR: THE STATE OF THE ART SERGEI G. GUINS, et al. OCTOBER 1974 FINAL REPORT DOCUMENT IS AVAILABLE TO THE PUBLIC THROUGH THE NATIONAL TECHNICAL INFORMATION SERVICE,SPRINGFIELD, VIRGINIA 22161 Prepared for U.S. DEPARTMENT OF TRANSPORTATION FEDERAL RAILROAD ADMINISTRATION Office of Reasearch and Development Washington, D.C. 20590 01-Track & Structures .. NOTICE This document is disserriiriated under the sponsorship of the Department of .Transportat1 on in the interest of infonnation exchange. The United States Govern ment assumes no liability for its contents or use thereof. Technical keport Documentation Page Report 1. No. 2. Government Accession No. 3. Recipient's Catalog No. FRA ORO 76-12 4. Title and Subtitle 5. Report Date RAILROAD TRACK TECHNOLOGY IN THE USSR: October 1974 THE STATE OF THE ART 6. Performing Organization Code 8. Performing Organization Report No. 7. Author1 s) Sergei G. Guins, et al. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) 11. Contract or Grant No. 13. Type of Report and Period Covered 12. Sponsoring Agency Name and Address Department of Transportation Federal Railroad Administration (OR&D) 2100 Second St., SW 14. Sponsoring Agency Code Washington, D. c. 20590 15. Supplementary Notes 16. Abstract Report contains limited assessment of the present state of the art of railroad track research, construction and maintenance technology in the U. s. s. R. It synthesizes the observations and opinions of a six-man team of U. S. railroaders which visited the Soviet Union during a 12-day period in the summer of 1974, for the purpose of evaluating Soviet railroad track technology. -
Taskload Report Outline
Track Inspection Time Study* U.S. Department of Transportation Federal Railroad * Required by Section 403 of the Rail Safety Improvement Act of 2008 (Public Law 110- Administration 432, Div. A.) Office of Railroad Policy and Development Washington, DC 20590 DOT/FRA/ORD-11/15 Final Report July 2011 NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. Any opinions, findings and conclusions, or recommendations expressed in this material do not necessarily reflect the views or policies of the United States Government, nor does mention of trade names, commercial products, or organizations imply endorsement by the United States Government. The United States Government assumes no liability for the content or use of the material contained in this document. NOTICE The United States Government does not endorse products or manufacturers. Trade or manufacturers‘ names appear herein solely because they are considered essential to the objective of this report. REPORT DOCUMENTATION PAGE Form Approved OMB No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project (0704-0188), Washington, DC 20503. -
A Round up of Recent Activities in Our Sections
Section Activities A round up of recent activities in our Sections AS PUBLISHED IN The Journal April 2018 Volume 136 Part 2 Sections BIRMINGHAM CROYDON & BRIGHTON DARLINGTON & NORTH EAST EDINBURGH Our online events calendar holds all GLASGOW of our Section meetings. IRISH LANCASTER, BARROW & CARLISLE You’ll also find full contact details on LONDON our website. MANCHESTER & LIVERPOOL MILTON KEYNES NORTH WALES NOTTINGHAM & DERBY SOUTH & WEST WALES THAMES VALLEY WESSEX WEST OF ENGLAND WEST YORKSHIRE YORK SECTION ACTIVITIES lighting Towers that sprang up on the railway organisation. On one occasion, John was landscape during the modernisation days of called into to record Pickfords moving the A round up the 1960s and 70s. Dickens Inn from one end of St. Catherine’s Dock in London to the other. Photographers were based at the regional of recent offices and in the various railway workshops A less glamorous assignment, but nonetheless which were around at that time. John was fascinating (and unnerving) was recording called in to take pictures of work in progress on the water jets spraying out of the brickwork in activities in new trains and then at their launch. Abbotscliffe Tunnel. This required elaborate lighting to ensure a clear shot could be On some occasions, it was just a case of recorded. Works for the opening of the our Sections. being in the right place at the right time. On Channel Tunnel including over bridge deck his way to another job in Gloucester he was raising and tunnel floor lowering provided a lot able to get in position on a signal gantry at of work in the early 1990s. -
Network Rail Infrastructure Limited – Annual Return 2011 3 MB
Network Rail Annual Return 2011 “More trains would take the pressure off at busy times. They nearly all seem to be crowded.” The railways have never been more popular. The result is that we need more capacity. More trains. Longer trains. We spent £1.7bn in the year on capacity enhancements and plan to invest £12bn over the five years to 2014 *Passenger comment, December 2010 Helping Britain run better Contents 1 Executive Summary 8 Introduction 11 Section 1 – Operational performance and stakeholder relationships 25 Section 2 – Network capability and network availability 37 Section 3 – Asset management 75 Section 4 – Activity volumes 89 Section 5 – Safety and environment 98 Section 6 – Enhancement Programme “Projects designed to increase capacity and improve services range from the new Airdrie-Bathgate rail link in Scotland to Thameslink across London, from platform lengthening on the East Coast to the redevelopment of Reading and entirely new stations such as Newport.” Contents Executive Summary 1 Track failures 50 Overall performance in 2010/11 1 Condition of asset temporary speed restriction sites (M4) 51 Operational performance and stakeholder relationships 2 Track geometry faults (M5) 54 Network capability and network availability 3 Earthwork failures (M6) 57 Asset management 4 Earthwork condition (M33) 58 Safety and environment 5 Tunnel condition 59 Expenditure and efficiency 6 Bridge condition (M8) 61 Enhancements schemes 7 Signalling failures (M9) 64 Signalling asset condition (M10) 64 Introduction 8 Alternating current traction