Track Inspector Rail Defect Reference Manual July 2015, Revision 2 Office of Railroad Safety
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Stoichiometry of Non-Limiting Reagents 1. in the Thermite Reaction
Stoichiometry of Non-Limiting Reagents 1. In the thermite reaction, molten iron is produced from iron (III) oxide and aluminum metal according to the following UNBALANCED chemical equation: Al (s) + Fe2O3 (s) → Al2O3 (s) + Fe (l) a. Balance the equation. b. Calculate the number of grams of aluminum and iron (III) oxide required to produce 1 kilogram of molten iron. c. How many grams of aluminum oxide would also be produced in this reaction? 2. In dilute nitric acid, HNO3, copper metal dissolves according to the following balanced chemical equation: Cu (s) + HNO3 (aq) → Cu(NO3)2 (aq) + NO (g) + H2O (l) a. Balance the equation. b. How many grams of HNO3 are needed to dissolve 11.45 grams of copper metal? c. How many liters of nitrogen monoxide gas would be produced in this reaction? 3. Gaseous sulfur dioxide can be removed from smokestacks by treatment with limestone (CaCO3) and oxygen. The products in the reaction are calcium sulfate and carbon dioxide. a. Write a balanced equation for this reaction. b. What mass of calcium carbonate is required to remove 150 grams of sulfur dioxide? c. What mass of calcium sulfate is formed when 150 grams of sulfur dioxide is consumed completely? 4. Careful decomposition of ammonium nitrate produces laughing gas (N2O) and water. write a balanced equation for this reaction a. What masses of water can be obtained from the decomposition of 10.0 g of NH4NO3? b. How many liters of N2O is formed? Stoichiometry of Limiting Reagents 1. Hydrazine (N2H4) reacts with dinitrogen tetraoxide to form nitrogen gas and water vapor. -
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. -
C) Rail Transport
EUROPEAN PARLIAMENT WORKING DOCUMENT LOGISTICS SYSTEMS IN COMBINED TRANSPORT 3743 EN 1-1998 This publication is available in the following languages: FR EN PUBLISHER: European Parliament Directorate-General for Research L-2929 Luxembourg AUTHOR: Ineco - Madrid SUPERVISOR: Franco Piodi Economic Affairs Division Tel.: (00352) 4300-24457 Fax : (00352) 434071 The views expressed in this document are those of the author.and do not necessarily reflect the official position of the European Parliament. Reproduction and translation are authorized, except for commercial purposes, provided the source is acknowledged and the publisher is informed in advance and forwarded a copy. Manuscript completed in November 1997. Logistics systems in combined transport CONTENTS Page Chapter I INTRODUCTION ........................................... 1 Chapter I1 INFRASTRUCTURES FOR COMBINED TRANSPORT ........... 6 1. The European transport networks .............................. 6 2 . European Agreement on Important International Combined Transport Lines and related installations (AGTC) ................ 14 3 . Nodal infrastructures ....................................... 25 a) Freight villages ......................................... 25 b) Ports and port terminals ................................... 33 c) Rail/port and roadrail terminals ............................ 37 Chapter I11 COMBINED TRANSPORT TECHNIQUES AND PROBLEMS ARISING FROM THE DIMENSIONS OF INTERMODAL UNITS . 56 1. Definitions and characteristics of combined transport techniques .... 56 2 . Technical -
Flange Facing Machines Applications
Technical Papers Protem SAS Flange facing machines applications I) DEFINITION AND USE OF A FLANGE FACING MACHINE A Flange Facing Machine also called Portable Lathe is made to mechan- ically polish a disk, collar or ring connected to a pipe in order to form a link with other piping elements (valves, other pipes, etc.) or to block off a part of the piping. This machining operation is done by successive strips to ensure face flatness and regularity. A company needs a Flange Facing Machine when flanges are deformed or corroded due to flows inside a network (water, steam, oil & gas, etc.) and even damaged from outside due to vibrations or bad handlings. Quality of a flange facing is fundamental because sealing and pressure resistance depend on it. II) A FLANGE FACING MACHINE FOR WHICH INDUSTRIES? Flange Facing Machines are needed wherever you can find a flange or a valve, including the following fields: Nuclear Industries Fossil Industries: Oil & Gas (drilling platforms, refineries, offshore, onshore, spool base, etc.) Petrochemical Industry (manufacturing plants of various chemicals) High Purity Diesel Engines Shipyards Tube Processing Defense And generally speaking all industries where mechanical device whose function is to control the flow of fluids in piping systems are present. III) HOW OFTEN IS IT NECESSARY TO REPAIR A FLANGE? There is not a common answer. Indeed, a flange is subject to many preexisting or evolving threats due to: Effect of corrosion Normal and, sometimes, abnormal stresses about bending, pressure, vibrations, etc. Low -
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 -
Prices and Costs in the Railway Sector
ÉCOLE POLYTECHNIQUE FÉDÉRALEDE LAUSANNE ENAC - INTER PRICESPRICES AND AND COSTS COSTS ININ THE THE RAILWAY RAILWAY SECTOR SECTOR J.P.J.P. Baumgartner Baumgartner ProfessorProfessor JanuaryJanuary2001 2001 EPFL - École Polytechnique Fédérale de Lausanne LITEP - Laboratoire d'Intermodalité des Transports et de Planification Bâtiment de Génie civil CH - 1015 Lausanne Tél. : + 41 21 693 24 79 Fax : + 41 21 693 50 60 E-mail : [email protected] LIaboratoire d' ntermodalité des TEP ransports t de lanification URL : http://litep.epfl.ch TABLE OF CONTENTS Page 1. FOREWORD 1 2. PRELIMINARY REMARKS 1 2.1 The railway equipment market 1 2.2 Figures and scenarios 1 3. INFRASTRUCTURES AND FIXED EQUIPMENT 2 3.1 Linear infrastructures and equipment 2 3.1.1 Studies 2 3.1.2 Land and rights 2 3.1.2.1 Investments 2 3.1.3 Infrastructure 2 3.1.3.1 Investments 2 3.1.3.2 Economic life 3 3.1.3.3 Maintenance costs 3 3.1.4 Track 3 3.1.4.1 Investment 3 3.1.4.2 Economic life of a main track 4 3.1.4.3 Track maintenance costs 4 3.1.5 Fixed equipment for electric traction 4 3.1.5.1 Investments 4 3.1.5.2 Economic life 5 3.1.5.3 Maintenance costs 5 3.1.6 Signalling 5 3.1.6.1 Investments 5 3.1.6.2 Economic life 6 3.1.6.3 Maintenance costs 6 3.2 Spot fixed equipment 6 3.2.1 Investments 7 3.2.1.1 Points, switches, turnouts, crossings 7 3.2.1.2 Stations 7 3.2.1.3 Service and light repair facilities 7 3.2.1.4 Maintenance and heavy repair shops for rolling stock 7 3.2.1.5 Central shops for the maintenance of fixed equipment 7 3.2.2 Economic life 8 3.2.3 Maintenance costs 8 4. -
MÁV Central Rail and Track Inspection Ltd
MÁV Central Rail and Track Inspection Ltd. PATER TRACK DIAGNOSTIC EXPERT SYSTEM Besides the knowledge of quality the safe and economical maintenance of railway tracks plays an increasingly impor- tant role these days. The „PATER” track diagnostic ex- pert software is intended to fulfil this task. PATER is a computer program that keeps records of rail- way tracks, monitors their condition and performs mainte- nance planning duties. Its purpose is to assist track mainte- nance professionals in managing the data of the technical and measurement systems, presenting the condition of the track, planning track maintenance jobs depending on track conditions, selecting the appropriate technology and per- forming cost estimates. Rail defects revealed by various inspections This is a client-server based program that ensures that data and their qualification stored in the database can be accessed from anywhere and client users can use them through the internet in case of sufficient authorisation. This model makes it possible that all data is stored and updated in one location therefore the data available to users is always up-to-date. In the engineering practice the val- ues of the isolated defects and gen- eral qualifying indices are analyzed and these values are sufficient to judge the traffic safety and quality. Nowadays we use track geometri- cal, vehicle dynamical, ultrasonic, Space and time based graphical analysis Head Checking, rail profile and rail of track geometry data corrugation measuring devices. The PATER program adapts to the re- quirements of any railway company: unlimited new measuring system, parameter, measuring limit etc. can be integrated quickly and easily. -
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 Inspection – 2009
Santa Cruz County Regional Transportation Commission Track Maintenance Planning / Cost Evaluation for the Santa Cruz Branch Watsonville Junction, CA to Davenport, CA Prepared for Egan Consulting Group December 2009 HDR Engineering 500 108th Avenue NE, Suite 1200 Bellevue, WA 98004 CONFIDENTIAL Table of Contents Executive Summary 4 Section 1.0 Introduction 10 Section 1.1 Description of Types of Maintenance 10 Section 1.2 Maintenance Criteria and Classes of Track 11 Section 2.0 Components of Railroad Track 12 Section 2.1 Rail and Rail Fittings 13 Section 2.1.1 Types of Rail 13 Section 2.1.2 Rail Condition 14 Section 2.1.3 Rail Joint Condition 17 Section 2.1.4 Recommendations for Rail and 17 Joint Maintenance Section 2.2 Ties 20 Section 2.2.1 Tie Condition 21 Section 2.2.2 Recommendations for Tie Maintenance 23 Section 2.3 Ballast, Subballst, Subgrade, and Drainage 24 Section 2.3.1 Description of Railroad Ballast, Subballst, 24 Subgrade, and Drainage Section 2.3.2 Ballast, Subgrade, and Drainage Conditions 26 and Recommendations Section 2.4 Effects of Rail Car Weight 29 Section 3.0 Track Geometry 31 Section 3.1 Description of Track Geometry 31 Section 3.2 Track Geometry at the “Micro-Level” 31 Section 3.3 Track Geometry at the “Macro-Level” 32 Santa Cruz County Regional Transportation Commission Page 2 of 76 Santa Cruz Branch Maintenance Study CONFIDENTIAL Section 3.4 Equipment and Operating Recommendations 33 Following from Track Geometry Section 4.0 Specific Conditions Along the 34 Santa Cruz Branch Section 5.0 Summary of Grade Crossing -
Integrity Requirements for Settings and Locations of Locomotives and Other Rolling Stock Barbara Wyatt, 4-9-09
National Register Policy Clarification Integrity Requirements for Settings and Locations of Locomotives and Other Rolling Stock Barbara Wyatt, 4-9-09 This paper examines the integrity of setting that must be evident for locomotives and other rolling stock to qualify for National Register listing.1 The intent of the paper is to clarify guidelines regarding movable resources that have been published in various NR bulletins, and to explain their application to locomotives. It is not the purpose of this paper to reinterpret the content of the bulletins, but to seek clarity and consistency among them, specifically related to integrity requirements for rolling stock. Current and past practices regarding this aspect of integrity have been questioned recently, although other aspects of integrity--location, feeling, association, design, workmanship, and materials--have not been problematic. Many movable resources are listed in the National Register, including aircraft, trolleys, ships, and locomotives. Usually they are listed under Criterion A, for their association with an aspect of transportation history or an important event, or under Criterion C for their engineering and design significance. The majority of settings of listed locomotives correspond with the clarification set forth in this paper, but some do not; however, past interpretations made in error do not establish a precedent for all nominations that follow. Instead, misunderstandings that may have led to certain evaluations and listings will be clarified, so that those preparing or reviewing nominations in the future will have a common understanding. Interpreting Existing Bulletins for Locomotives and Other Moving Stock Locomotives are rarely specifically mentioned in the National Register bulletins, but parallels can be drawn with other movable resources that are mentioned. -
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.