Railway Track Geometry Inspection Optimization
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A Prototype of Track Gauge and Cant Measurement Device for Curved Railroad by Using Microcontroller
Advances in Engineering Research, volume 193 2nd International Symposium on Transportation Studies in Developing Countries (ISTSDC 2019) A Prototype of Track Gauge and Cant Measurement Device for Curved Railroad by Using Microcontroller Rony Alvin Alfatah Wahyu Tamtomo Adi Line Building Engineering and Railways Line Building Engineering and Railways Indonesia Railway Polytechnique Indonesia Railway Polytechnique Madiun, Indonesia Madiun, Indonesia [email protected] [email protected] Dwi Samsu Al Musyafa Septiana Widi Astuti Line Building Engineering and Railways Line Building Engineering and Railways Indonesia Railway Polytechnique Indonesia Railway Polytechnique Madiun, Indonesia Madiun, Indonesia [email protected] [email protected] Abstract—The purpose of this study is to create a tool for (track gauge) and the difference in elevation between the measuring track gauge and cant in the curved railroad with outer rail and the inner rail which is called can’t on the digital systems which can improve railroad maintenance with railroad curvature using a vernier caliper sensor and an automatic recording system for more efficient and easy to gyroscope to get the parameters of the track gauge, cant of use. This tool uses Arduino IDE as an application the arch, and the temperature of the measuring instrument. programming language and microcontroller board combined with several sensors to measure many parameters of track The data can be processed and monitored directly through an gauge and cant. Android devices with a Wi-Fi connection can android device using node MCU as a liaison of an android display the measurement results display real-time data on the device with a measuring instrument via wifi connectivity. -
Annual Report Sept 2015 - August 2016 Annual Report 2015-2016
Annual Report Sept 2015 - August 2016 Annual Report 2015-2016 Rail Transportation Program Vision: “Develop leaders and technologies for 21st century rail transportation.” Mission: “To participate in the development of rail transportation and related engineering skills for the 21st century through an interdisciplinary and collaborative program that aligns Michigan Tech faculty and students with the demands of the industry.” 2 Director’s Message One of the easiest tasks for the Michigan Tech’s Rail Transportation Program Director is writing the message for the annual report. We never seem to be short of stories and while much of our work is about consistency from year to year, each one of them also contains highlights that are special for the year in question, and 2015-2016 was no exception. Perhaps the greatest achievement for the year was the approval of our Rail Transportation minor to the university curriculum. The minor follows our RTP vision by being multidisciplinary and flexible and we’re hoping that our first graduate with the minor will be during next academic year. The second special moment of the year took place in mid-August when we hosted the 4th Annual Michigan Rail Conference for the first time in the Upper Peninsula. The conference (held in Marquette with field visits to Escanaba) had a record participation and sponsorship levels and our field trips turned out as an experience beyond belief. For two days, it was great to be a “Yooper railroader”. From the projects/research perspective, we were pleased to have our first two projects with the greatest industry supporter of our program, CN Railway. -
NORTH WEST Freight Transport Strategy
NORTH WEST Freight Transport Strategy Department of Infrastructure NORTH WEST FREIGHT TRANSPORT STRATEGY Final Report May 2002 This report has been prepared by the Department of Infrastructure, VicRoads, Mildura Rural City Council, Swan Hill Rural City Council and the North West Municipalities Association to guide planning and development of the freight transport network in the north-west of Victoria. The State Government acknowledges the participation and support of the Councils of the north-west in preparing the strategy and the many stakeholders and individuals who contributed comments and ideas. Department of Infrastructure Strategic Planning Division Level 23, 80 Collins St Melbourne VIC 3000 www.doi.vic.gov.au Final Report North West Freight Transport Strategy Table of Contents Executive Summary ......................................................................................................................... i 1. Strategy Outline. ...........................................................................................................................1 1.1 Background .............................................................................................................................1 1.2 Strategy Outcomes.................................................................................................................1 1.3 Planning Horizon.....................................................................................................................1 1.4 Other Investigations ................................................................................................................1 -
the Swindon and Cricklade Railway
The Swindon and Cricklade Railway Construction of the Permanent Way Document No: S&CR S PW001 Issue 2 Format: Microsoft Office 2010 August 2016 SCR S PW001 Issue 2 Copy 001 Page 1 of 33 Registered charity No: 1067447 Registered in England: Company No. 3479479 Registered office: Blunsdon Station Registered Office: 29, Bath Road, Swindon SN1 4AS 1 Document Status Record Status Date Issue Prepared by Reviewed by Document owner Issue 17 June 2010 1 D.J.Randall D.Herbert Joint PW Manager Issue 01 Aug 2016 2 D.J.Randall D.Herbert / D Grigsby / S Hudson PW Manager 2 Document Distribution List Position Organisation Copy Issued To: Copy No. (yes/no) P-Way Manager S&CR Yes 1 Deputy PW Manager S&CR Yes 2 Chairman S&CR (Trust) Yes 3 H&S Manager S&CR Yes 4 Office Files S&CR Yes 5 3 Change History Version Change Details 1 to 2 Updates throughout since last release SCR S PW001 Issue 2 Copy 001 Page 2 of 33 Registered charity No: 1067447 Registered in England: Company No. 3479479 Registered office: Blunsdon Station Registered Office: 29, Bath Road, Swindon SN1 4AS Table of Contents 1 Document Status Record ....................................................................................................................................... 2 2 Document Distribution List ................................................................................................................................... 2 3 Change History ..................................................................................................................................................... -
Track Geometry
Track Geometry Track Geometry Cost effective track maintenance and operational safety requires accurate and reliable track geometry data. The Balfour Beatty Rail Digital Track Geometry System is a combined hardware and software application that derives track geometry parameters compliant with EN 13848-1:2003 and is an enhanced version of the original BR and LU systems, with a rationalised transducer layout using modern sensor technology. The system can be installed on a variety of vehicles, from dedicated test trains, service vehicles and road rail plant. Unlike some systems, our solution is designed such that voids and other vertical track defects are identified through the wheel/rail interface when the track is fully loaded. The compromise of taking measurements away from the wheel could produce under-measurement of voided track with an error that increases the further the measurement point is away from the influences of the wheel. The system uses bogie mounted non-contacting inertial sensors complemented by an optional image based sub-system, to measure rail vertical and lateral displacement. The system is designed to operate over a speed range of approx. 5 to 160 mph (8-250km/h). However, safety critical parameters such as gauge and twist will function at zero. Geometry parameters are calculated in real time and during operation real time exception and statistical reports are generated. Principal measurements consist of: • Twist • Dynamic Cross-level • Cant and Cant deficiency • Vertical Profile • Alignment • Curvature • Gauge • Dipped Joints • Cyclic Top Vehicle Ride Measurement As an accredited testing organisation we are well versed in capturing and processing acceleration measurements to national/international standards in order to obtain Ride Quality information in accordance with, for example ENV 12299 “Railway applications – Ride comfort for passengers – Measurement and Evaluation”. -
Railway Engineering and Operations
Annotation Railway Systems MSc Programme Railway Engineering and Operations Shaping the future of Introduction New Master Annotation Railways are complex systems. Infrastructure, The annotation Railway Systems has been railways worldwide rolling stock, operations and policy all need to developed to provide the industry with be integrated. The rail network is one of the scientifically trained engineers. Knowledge of Diploma Master of Science fastest and most reliable ways of transportation the entire railway system is vital to deal with and used more than any other way of public the challenges of today and tomorrow. Due Annotation Certificate transport worldwide. Keeping the system up to retirements, the railway sector is losing Railway Systems and running, brings many challenges each its skilled professionals rapidly. Therefore, Credits 120 ECTS, 24 months day. Anticipating on the changing demands a significant demand exists for well-trained asks for continuous innovation, co-operation engineers that can create, test and validate Starts in September and a long-term vision. our future railway networks. International 35% students Our rail network facilitates passenger and Delft University of Technology is well known Language of freight transportation, within cities and on for its wide range of railway education and English instruction both national and international scale. To stay research. This new rail annotation provides competitive to other ways of transportation, an opportunity for students of various it must be fast, safe, reliable, comfortable Master’s profiles to add a fundamental set of Faculties involved and cost effective. Railway engineers can railway courses to their curriculum. From a • Civil Engineering and Geosciences only address this permanent challenge when systems approach, integrating operations and • Technology, Policy and Management they are equipped with integral knowledge, engineering, you will be prepared to become • Mechanical, Maritime, Materials Engineering covering all involved disciplines and aspects. -
The Institution of Engineers, Singapore
Main Organiser Venue Sponsor The Institution of Engineers, Singapore Continual Professional Development & Outreach Sub-Committee of the Railway and Transportation Technical Committee present Railway Technology Seminar 2 Date : Friday, 20 April 2018 Time : 9.00 AM to 5.00 PM Registration start at 8.15 AM sharp). Venue : SIT Lecture Theatre 1A SIT @ Dover, 10 Dover Drive, S(138683) Fees : IES Members = $53.50/- per pax Non-members = $107.00/- per pax Student Members - Free of Charge (Limited to 20 seats Only for Student Members) Fees includes prevailing GST , 2 tea break & lunch CPD/PDU : 5 PDU for PEB PE (Approved) 5 PDU for IES C.Eng (Approved for all Engineering branches/disciplines listed in http://charteredengineers.sg/branches/). Synopsis of the Talks 1. Digitalization of railways ‐ The development of Future System By Ng Bor Kiat, Chief Technology Officer & Senior Vice President, Systems & Technology, SMRT Corporation Ltd Digitalization – the use of technology to transform business – is an opportunity for urban rail operators to bring about higher levels of safety, reliability, efficiency and passenger experience. Hear about SMRT’s development of Future Systems, and their 6 pillars of technology framework used to guide the company’s digitalization journey. 2. Depot Automation and Digitalization by Ms Ng Liang Chin, Division Manager, Maintenance Management System, Singapore Technology Electronics Ltd 3. Singapore DTL Signaling system by Ms Joana Lee Chien Yee, Deputy Engineering Manager, Siemens Rail Automation The presentation mainly described the development of Singapore Downtown Signalling Project. The main topics that would be covering are Dual Signalling Systems and Unmanned Train Operational mode. -
Notes on Curves for Railways
NOTES ON CURVES FOR RAILWAYS BY V B SOOD PROFESSOR BRIDGES INDIAN RAILWAYS INSTITUTE OF CIVIL ENGINEERING PUNE- 411001 Notes on —Curves“ Dated 040809 1 COMMONLY USED TERMS IN THE BOOK BG Broad Gauge track, 1676 mm gauge MG Meter Gauge track, 1000 mm gauge NG Narrow Gauge track, 762 mm or 610 mm gauge G Dynamic Gauge or center to center of the running rails, 1750 mm for BG and 1080 mm for MG g Acceleration due to gravity, 9.81 m/sec2 KMPH Speed in Kilometers Per Hour m/sec Speed in metres per second m/sec2 Acceleration in metre per second square m Length or distance in metres cm Length or distance in centimetres mm Length or distance in millimetres D Degree of curve R Radius of curve Ca Actual Cant or superelevation provided Cd Cant Deficiency Cex Cant Excess Camax Maximum actual Cant or superelevation permissible Cdmax Maximum Cant Deficiency permissible Cexmax Maximum Cant Excess permissible Veq Equilibrium Speed Vg Booked speed of goods trains Vmax Maximum speed permissible on the curve BG SOD Indian Railways Schedule of Dimensions 1676 mm Gauge, Revised 2004 IR Indian Railways IRPWM Indian Railways Permanent Way Manual second reprint 2004 IRTMM Indian railways Track Machines Manual , March 2000 LWR Manual Manual of Instructions on Long Welded Rails, 1996 Notes on —Curves“ Dated 040809 2 PWI Permanent Way Inspector, Refers to Senior Section Engineer, Section Engineer or Junior Engineer looking after the Permanent Way or Track on Indian railways. The term may also include the Permanent Way Supervisor/ Gang Mate etc who might look after the maintenance work in the track. -
WMATA's Automated Track Analysis Technology & Data Leveraging For
WMATA’S Automated Track Analysis Technology & Data Leveraging for Maintenance Decisions 1 WMATA System • 6 Lines: 5 radial and 1 spur • 234 mainline track miles and 91 stations • Crew of 54 Track Inspectors and 8 Supervisors walk and inspect each line twice a week. • WMATA’s TGV and 7000 Series revenue vehicles, provide different approaches to automatic track inspection abilities. 2 Track Geometry Vehicle (TGV) • Provides services previously contracted out. • Equipped with high resolution cameras inspecting ROW and tunnels, infrared camera monitoring surrounding temperatures, and ultrasonic inspection system. • Measures track geometry parameters, and produces reports where track parameters do not meet WMATA’s maintenance and safety standards. 3 TGV Measured Parameters . Track gage, rail profile, cross level, alignment, twists, and warps. Platform height and gap, . 3rd rail: height, gage, missing cover board, and temperature. • Inspects track circuits transmitting speed commands and signals for train occupancy detection with different carrier frequencies and code rates. 4 TGV Technology • Parameters such as rail profile, gage distances, 3rd rail and platform gap distances are measured via laser beam shot across running rails, and platforms. • High-speed/high-resolution cameras take high resolution images of the surface where lasers makes contact with the rail. 5 TGV Technology • Track profile is measured via vertical accelerometers, and an algorithm converting acceleration into displacement. • Track alignment is measured with a lateral accelerometer in combination with image analysis. • Warps, twists, and cross levels are measured via gyros and inclinometers, along with distance measurements. 6 Kawasaki 7000 Series Cars • Cars are assembled into 4-Pack sets for operation. • 7K cars are equipped with a system of accelerometers that are mounted on 15% of the B cars. -
Effect of Vehicle Performance at High Speed and High Cant Deficiency
Proceedings of the ASME/ASCE/IEEE 2011 Joint Rail Conference JRC2011 March 16-18, 2011, Pueblo, Colorado, USA JRC2011-56066 EXAMINATION OF VEHICLE PERFORMANCE AT HIGH SPEED AND HIGH CANT DEFICIENCY Brian Marquis Jon LeBlanc U.S. Department of Transportation, Research and U.S. Department of Transportation, Research and Innovative Technology Administration, Volpe Innovative Technology Administration, Volpe National Transportation Systems Center National Transportation Systems Center Cambridge, Massachusetts, United States Cambridge, Massachusetts, United States Ali Tajaddini U.S. Department of Transportation, Federal Rail Road Administration, Office of Research and Development, Washington D.C., United States ABSTRACT The research for this paper was part of work done for the FRA In the US, increasing passenger speeds to improve trip time to support the FRA Railroad Safety Advisory Committee usually involves increasing speeds through curves. Increasing (RSAC) Track Working Group’s Vehicle Track Interaction speeds through curves will increase the lateral force exerted on (VTI) Task Force. The mission of the VTI task force was to track during curving, thus requiring more intensive track update Parts 213 and 238 of the Code of Federal Regulations maintenance to maintain safety. These issues and other (CFR) regarding rules for high speed (above 90mph) and high performance requirements including ride quality and vehicle cant deficiency (about 5 inches) operations. The task force stability, can be addressed through careful truck design. focused on a number of issues including refinement of VTI Existing high-speed rail equipment, and in particular their safety criteria, track geometry standards, vehicle qualification bogies, are better suited to track conditions in Europe or Japan, procedures and requirements and track inspection in which premium tracks with little curvature are dedicated for requirements, all with a focus on treating the vehicle and track high-speed service. -
Derailment of Freight Train 9204V, Sims Street Junction, West Melbourne
DerailmentInsert document of freight title train 9204V LocationSims Street | Date Junction, West Melbourne, Victoria | 4 December 2013 ATSB Transport Safety Report Investigation [InsertRail Occurrence Mode] Occurrence Investigation Investigation XX-YYYY-####RO-2013-027 Final – 13 January 2015 Cover photo source: Chief Investigator, Transport Safety (Vic) This investigation was conducted under the Transport Safety Investigation Act 2003 (Cth) by the Chief Investigator Transport Safety (Victoria) on behalf of the Australian Transport Safety Bureau in accordance with the Collaboration Agreement entered into on 18 January 2013. Released in accordance with section 25 of the Transport Safety Investigation Act 2003 Publishing information Published by: Australian Transport Safety Bureau Postal address: PO Box 967, Civic Square ACT 2608 Office: 62 Northbourne Avenue Canberra, Australian Capital Territory 2601 Telephone: 1800 020 616, from overseas +61 2 6257 4150 (24 hours) Accident and incident notification: 1800 011 034 (24 hours) Facsimile: 02 6247 3117, from overseas +61 2 6247 3117 Email: [email protected] Internet: www.atsb.gov.au © Commonwealth of Australia 2015 Ownership of intellectual property rights in this publication Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this publication is owned by the Commonwealth of Australia. Creative Commons licence With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence. Creative Commons Attribution 3.0 Australia Licence is a standard form license agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work. -
Railroad Engineering 101 Session 38
Creating Value … … Providing Solutions Railroad Engineering 101 Session 38 Tuesday, February 19, 2013 Presented by: David Wilcock Railroad Engineering 101 . Outline . Overview of the Railroad . Track . Bridges . Signal Systems . Railroad Operations . Federal Railroad Administration . American Railway Engineering and Maintenance Association Railroad Engineering 101 . Overview of the Railroad . Classifications (Types) – Private – Common Carrier . Classifications (Function) – Line Haul – Switching – Belt Line – Terminal Railroad Engineering 101 . Overview of the Railroad . Classifications (Operating Revenues) – Class 1: $250 M or more – Class 2: $20.5 M - $249.9 M – Class 3: Less than $20 M . Classifications (Association of American Railroads Types) – Class I: $250 M or more – Regional: 350 miles or more; $40 M or more – Local – Switching and Terminal Railroad Engineering 101 . Overview of the Railroad . Class 1 Railroads – North America – BNSF – Canadian National – Canadian Pacific – CSX – Ferromex – Kansas City Southern – KCS de Mexico – Norfolk Southern – Union Pacific – Amtrak – VIA Rail Railroad Engineering 101 . Overview of the Railroad . Organization of a Railroad – Transportation » Train & Engine Crews » Dispatching » Operations – Engineering » All Right of Way Engineering – Mechanical » Equipment Maintenance – Marketing Railroad Engineering 101 . Overview of the Railroad . Equipment - Locomotives – All Units rated by Horsepower – Horsepower is converted to Tractive Effort to propel locomotive – Types: » Electric – Pantograph trolley or third rail shoe » Diesel-Electric – self contained electric power plant » Dual Mode – Can use either electric or diesel Railroad Engineering 101 . Overview of the Railroad . Equipment - Freight Cars – Boxcar – Flatcar – Gondola – Covered Hopper – Coal Hopper – Tank Car – Auto Racks – Container “Tubs or Boats” Railroad Engineering 101 . Overview of the Railroad . Resistance – Resistance is important especially for freight operations as they are dealing with heavy loads.