Moving America March 1991 New Directions, New Opportunities
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Improved Spiral Geometry for High Speed Rail
U.S. Department Of Transportation Federal Railroad Administration RR08-02 January 2008 Improved Spiral Geometry for High Speed Rail SUMMARY A different shape of spiral section for transitioning from tangent to curved track was tested on the Northeast Corridor in a 0.925-degree curve (Figure 1) near Guilford, CT, where typical operating speed for Amtrak's Acela trains is 125 mph. The modified spiral geometry was intended to reduce lateral forces and improve ride quality for high speed trains when entering and exiting curves. The modified design causes a train to rotate around its center of gravity as it leans into a curve, rather than centering rotation at the top-of-rail as does a conventional railroad spiral. Ride quality and force measurements were made before and shortly after spiral modification, and 1 year later. Compared to conventional geometry, initial and final measurements showed that the modified spirals reduced peak-to-peak lateral accelerations in the car body by 41 percent. Lateral wheel-rail force measurements from two instrumented wheelsets of an Acela power car showed a reduction in root-mean- square (RMS) net axle lateral forces of about 33 percent. Initially, truck lateral peak-to-peak acceleration dropped by 38 percent, but after 1 year, these accelerations returned to the pre-modification levels. At the test site, the modified spiral geometry was applied without the need to change rail length. The resulting shape and rate of superelevation change also fall within existing Federal Railroad Administration (FRA) track safety standard allowances. Amtrak plans to continue this study by installing the modified spiral geometry on at least two additional curves for further evaluation. -
MODULMAX Power Your Projects Version 06.2016 Version
EN MODULMAX Power your projects Version 06.2016 Version www.faymonville.com 2 MODULMAX - POWER YOUR PROJECTS BÜLLINGEN (BE) - since 1988 With an experience of over 50 years, Faymonville is one of 30.000 m² the biggest manufacturers of semi-trailers for special and heavy haulage. Faymonville provides their customers with optimal so- lutions and systems for any transport need outside the usual norms. Quality, flexibility, productivity, creativity and service are the company’s keywords. The range of products and ser- vices is constantly enlarged in tight collaboration with our customers. GOLENIOW (PL) - since 2006 21.000 m² The high level of innovation and the excellent manufac- turing quality of the products are secured by optimized production processes and own modern production plants in Büllingen (Belgium), Lentzweiler (Luxembourg) and Goleniow (Poland). A service station has been opened in Noginsk (near Moscow, Russia) and Poland (next to the factory in Goleniow). NOGINSK (RU) - since 2014 LENTZWEILER I (LU) - since 2003 3.120 m² 20.250 m² LENTZWEILER II (LU) - since 2015 16.000 m² MODULMAX - POWER YOUR PROJECTS 3 The Faymonville ModulMAX is a series of combinable road-going transport modules (with 2-6 axle lines) and accessories that can achieve a total payload of up to 5000 t. The ModulMAX offers seamless interoperability with identical vehicles from other manufacturers (S-ST, G-SL). This variety of combination options as well as the user-friendly operating concept makes the ModulMAX a guarantor of flexibility and economy for the most complex of heavy-duty transport jobs. Main characteristics ■ Axle loads of up to 45 t per axle line ■ Hydraulic axle compensation with a stroke of up to 650 mm ■ Pivot-mounted bogie with 60° steering angle ■ Strengthened loading area outer fields with point loads of up to 50 t 4 MODULMAX - POWER YOUR PROJECTS 1. -
3 Power Supply
3 Power supply Table of contents Article 44 Installation, etc. of Contact Lines, etc. .........................................................................2 Article 45 Approach or Crossing of Overhead Contact Lines, etc................................................ 10 Article 46 Insulation Division of Contact Lines............................................................................ 12 Article 47 Prevention of Problems under Overbridges, etc........................................................... 13 Article 48 Installation of Return Current Rails ........................................................................... 13 Article 49 Lightning protection..................................................................................................... 13 Article 51 Facilities at substations................................................................................................. 14 Article 52 Installation of electrical equipment and switchboards ................................................. 15 Article 53 Protection of electrical equipment................................................................................ 16 Article 54 Insulation of electric lines ............................................................................................ 16 Article 55 Grounding of Electrical Equipment ............................................................................. 18 Article 99 Inspection and monitoring of the contact lines on the main line.................................. 19 Article 101 Records........................................................................................................................ -
Transportation: Emerging Realities Les Transports
CTRF Transportation: Emerging Realities Les Transports: realites en puissance• VOLUME 2 ess-nrch rurn rh 1:2./Jd -*/ Y p1j iu Actes J 21 er1iJ confer si 111111 Torconit),JJ1IJfiJ 25 cats Inf./I, I 717l7 418 WHAT IF? / WHY NOT? A Railway Tridea F.H.Howard P Eng Richmond B C 1. RUBBER AND RAIL The ability of a locomotive to exert tractive effort or drawbar pull - the measure of what it could lift vertically, say over the edge of a cliff - and so, once the train's resistance has been determined, what tonnage of train it can start, is restricted by its wheen adhesion to the rails, normally about /14 of its weight. wheel slip control (replacing sanding) has now raised this to about 1/3. Too much power, and its wheels will slip. Starting a train is adhesion-limited; running it is horsepower-limited. When inverted, this fraction becomes "Factor of Adhesion" and refers to steel wheels gripping - or slipping - on steel rails. Some locomotives are ballasted to achieve adhesion, which affects braking too.. Heavier trailing tonnages can be moved if a much lower Factor of Adhesion can be developed. Such a low factor is indeed developed by rubber on paving. Assuming the road is dry and the tires sound, a rubber-tired highway tractor can lift half its own weight, with the corresponding capacity to pull a heavy trailing load, usually a semi-trailer, also on rubber tires. 1 Howard 419 A number of rail vehicles use a Hi-Rail device,. hydraulically-lowered sets of rail wheels, commonly attached to rubber-tired track inspection and maintenance equipment, especially automobiles, pickup trucks or vans; sometimes little cranes. -
Bewhuwcii U*& Osilt
BEWHUWCIi U*& OSiLt REPORT NO. FRA/0R&D-76/275.I % „ LOCOMOTIVE CAB DESIGN DEVELOPMENT Volume I: Analysis of Locomotive Cab Environment & Development of Cab Design Alternatives Jl J. Robinson D. Piccione G. Lamers Boeing Vertol Company P.O. Box 16858 Philadelphia PA 19142 ^A .ususa&j S'A1H O* OCTOBER 1976 INTERIM REPORT DOCUMENT IS AVAILABLE TO THE U.S. PUBLIC THROUGH THE NATIONAL TECHNICAL INFORMATION SERVICE. SPRiNOFIELO, VIRGINIA 22161 Prepared for U.S. DEPARTMENT OF TRANSPORTATION FEDERAL RAILROAD ADMINISTRATION J Office of Research and Development Washington DC 20590 A NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Govern ment assumes no liability for its contents or use thereof. 'C NOTICE The United States Government does not endorse pro ducts or manufacturers. Trade or manufacturers' names appear herein solely because they are con sidered essential to the object of this report. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient** Cafolog No. FRA/ORSD-76/275.I 4. Title and Subtitle S. Report Dole LOCOMOTIVE CAB DESIGN DEVELOPMENT October 1976 Volume I: Analysis of Locomotive Cab 6. Performing Orgonnotien Code Environment § Development of Cab Design Alternatives 8. Performing Orgonisotton Report No. Author's) Robinson, D. Piccione, G. Lamers DOT-TSC-FRA-76-22,I 9. Performing Orgcniiotion Nome and Address 10. Work Unit No. (TRAIS) Boeing Vertol Company* RR628T/R7341 11. Contract or Grant No. P.O. Box 16858 Philadelphia PA 19142 DOT-TSC-913-1 13. Type of Report ond Period Covered 12. -
M-7 Long Island Railroad .Montreal EMU .Gallery Car Electric Multiple Unit -M- ~ New York, Usj
APPENDIX 6 . M-7 Long Island Railroad .Montreal EMU .Gallery Car Electric Multiple Unit -M- ~ New York, Usj Under joint agreement to the Metropolitan Transportation Authority / Long Island Rail Road (LIRR) and the Metro-North Railroad (MNR), Bombardier Transportation is providing Electric Multiple Unit (EMU) M- 7 commuter cars to LIRR to begin replacement of its Metropolitan M-I commuter car fleet. Chartered in 1834, the Long The units are equipped with The interior of the LIRR' Island Rail Road is the largest Bombardier's renowned stainless "Car of the Future" was designel Commuter Rail system in North steel carbodies for long life and with the input of the passenger America. low maintenance, and asynchro- and employees and includes a] nous AC motors featuring state- ADA compliant toilet, cellula Bombardier's new Electric of-the-art IGBT {isolated gate bipo- telephone and wide, single-lea Multiple Units, its first railcar lar transistors) inverters. Use of sliding doors for ease of entry an contract for the LIRR, will service outboard-bearing bolsterless fab- exit. the Long Island commuter lines, ricated bogies offers considerable constituting 80% of the system. weight savings over cast bogies. ~ BOMBARDIER BOMBARD" TRANSPORTATION 'V Electric Multiple Unit -M- 7 POWERCAR WITH TOILET ---10' 6' B END FEND I 3,200 mi , -: -" 0 C==- ~=0 :- CJCJ ~~[] CJCJCJCJCJCJ [] I D b 01 " ~) -1::1 1211-1/2 t~J ~~W ~~IL...I ~w -A'-'1~~~- I ~~ 309~mmt ~ 1 I~ 11 m 2205~16~m-! 591..1.6" mm --I I 1- -- 59°6" ° 4°8-1/2. , ~ 16,~:,60~m ~-- -;cl 10435mm ~ .-1 -
AS 7524 Coupler and Draw Gear
AS 7524:2018 Coupler and draw gear Rolling Stock Standard Please note this is a RISSB Standard for Public Comment Document content exists for RISSB product development purposes only and should not be relied upon or considered as final published content. Any questions in relation to this document or RISSB’s accredited development process should be referred to RISSB. Standard Development Manager: Email: Andrew Hardiman [email protected] RISSB Office Phone: Email: Web: 0429 432 095 [email protected] www.rissb.com.au AS 7524:2018 Coupler and draw gear This Australian Standard® AS 7524 Coupler and draw gear was prepared by a Rail Industry Safety and Standards Board (RISSB) Development Group consisting of representatives from the following organisations: Click here to enter the organisations represented on the Development Group. Tab between them. The Standard was approved by the Development Group and the Enter Standing Committee Standing Committee in Select SC approval date. On Select Board approval date the RISSB Board approved the Standard for release. Choose the type of review Development of the Standard was undertaken in accordance with RISSB’s accredited process. As part of the approval process, the Standing Committee verified that proper process was followed in developing the Standard. RISSB wishes to acknowledge the positive contribution of subject matter experts in the development of this Standard. Their efforts ranged from membership of the Development Group through to individuals providing comment on a draft of the Standard during the open review. I commend this Standard to the Australasian rail industry as it represents industry good practice and has been developed through a rigorous process. -
Turboliner Modernization Project Delays
ALAN G. HEVESI 110 STATE STREET COMPTROLLER ALBANY, NEW YORK 12236 STATE OF NEW YORK OFFICE OF THE STATE COMPTROLLER June 12, 2003 Mr. Joseph H. Boardman Commissioner Department of Transportation State Office Building Campus – Building #5 Albany, NY 12232 Re: Turboliner Modernization Project Project Delays Report 2002-S-52 Dear Mr. Boardman: Pursuant to the State Comptroller’s authority as set forth in Article V, Section 1 of the State Constitution, and Article II, Section 8 of the State Finance Law, we have audited the progress made by the Department of Transportation on the Turboliner Modernization Project (Project) for the period October 1, 1998 through October 31, 2002. This report is the first in a series of reports we plan to issue addressing activities related to the Project. Other reports will address such topics as Project monitoring and controls over contract payments. A. Background The Department of Transportation (Department) oversees the transportation systems in New York State. In one of these systems, rail transportation between New York City and Buffalo (the Empire Corridor) is provided to passengers by the National Railroad Passenger Corporation, also known as Amtrak. To improve passenger rail transportation in the Empire Corridor, the Department is implementing the High Speed Rail Improvement Program. The Department and Amtrak have entered into a contract to support the objectives of the high-speed rail program. While this program was formally announced to the public in September 1998, some of the activities relevant to the program were initiated prior to the announcement. One of these activities was the Project, in which seven existing Amtrak trainsets were to be remanufactured so that they would be capable of traveling at 125 miles per hour, and meet current Federal safety and accessibility standards. -
Design Data on Suspension Systems of Selected Rail Passenger Cars RR 5931R 5021
Design Data on Suspension U.S. Department Systems of Selected Rail of Transportation Federal Railroad Passenger Cars Administration Office of Research and Development Washington, DC 20590 ~ail Vehicles & lonents 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. 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. Form Approved REPORT DOCUMENTATION PAGE OMS No. 0704-0188 " Public reporting bulden for this collection of infonnation is estimated to average 1 hourper response. including the time for naviewing instructions. sean:hin9 existing data sources. gathering and maintaining the data needed. and completing and naviewing the collection of information. send comments regarding this bulden estimate or any other aspect of this collection of information. including suggestions for reducing this bulden. to WashingICn Headquarters services Dinactorata for Information Operations and Reports, 1215 Jefferson Davis Highway. SUite 1204, Arlington. VA 22202-4302. and to the Office of Management and Budget, Paperworlc Reduction Project (07~188). Washington. DC 20503. 1. AGENCY USE ONLY (Leave blank) 2. REPORT DATE 3. REPORT TYPE AND OATES COVE~EO July 1996 Final Report ~ober1993-December1994 4. TITLE AND SUBnTLE S. FUNDING NUMBERS Design Data on Suspension Systems of Selected Rail Passenger Cars RR 5931R 5021 6. AUTHORS Alan J. Bing. Shaun R. Berry and Hal B. Henderson 7. PERFORMING ORGANIZAnON NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANlZAnON Arthur D. -
Catenary 전기적 특성 Electrical Characteristics of Catenary
Catenary 전기적 특성 Electrical Characteristics of Catenary 데버랜전고팔* 노영환** 김윤호*** Devarajan Gopal Lho, Young Hwan Kim, Yoon Ho ------------------------------------------------------------------------------------ ABSTRACT In this paper, the basic requirements of catenary in railroad traction is explained. Three different types of catenary suspension systems for different terrains, environments and high speed / low speed trains are presented. The essential requirements of catenary such as reliability, cost effectiveness, maintenance and ruggedness requirements are discussed. The catenary materials and safety problems associated in it are dealt. ------------------------------------------------------------------------------------ 1. Introduction: There is a wide variety of electric traction systems around the world, which have been built according to the type of railway, its location and the technology available at the time of the installation. Many installations seen today were first built up to 100 years ago, some when electric traction was barely out its diapers, so to speak, and this has had a great influence on what is seen today. In the last 20 years there has been a gigantic acceleration in railway traction development. This has run in parallel with the development of power electronics and microprocessors/ microcomputers. What have been the accepted norms for the industry for, sometimes, 80 years, have suddenly been thrown out and replaced by fundamental changes in design, manufacture and operation. Many of these developments are highly technical and complex. To begin with, the electric railway needs a power supply that the trains can access at all times. It must be safe, economical and user friendly. It can use either DC (direct current) or AC (alternating current), the former being, for many years, simpler for railway traction purposes, the latter being better over long distances and cheaper to install but, until recently, more complicated to control at train level. -
Velaro. Top Performance for High Speed. Top Performance for High Speed
siemens.com/mobility Velaro. Top performance for high speed. Top performance for high speed More people. More goods. Fewer resources. There’s no end to the number of challenges facing rail operators today. And pro- viding fast, reliable connections between urban centers across borders calls for a future-ready alternative to the airplane and the automobile. So why not get on board a mature high-perfor- mance connection. One that is setting new standards daily and at high speed: Welcome to Velaro. 2 Expertise ten years ahead of its time day-to-day international service. You can versatile: Completely different variants can High speed – a key factor to economic check out the successes for yourself by be configured from one standard platform. success and quality of life across entire riding on a Velaro in Spain, Russia, or China. It can be customized in terms of capacity, regions. But Velaro‘s more than ten-year Its technology, flexibility, comfort, and comfort, and service. The platform is so technological edge did not come over- cost-effectiveness are sure to impress you. mature that a Velaro can be rapidly inte - night. The revolutionary move away from grated into your operations – today and all-traction equipment concentrated in a Variety with a family connection in the future. A perfect base for increas- power car operating in push-pull mode to Be it a high-class solution for discrimi- ing your market share and an attractive a distributed traction arrangement was nating travelers, a trainset with outstand- concept – confirmed by Eurostar Interna- made by Siemens in the 1990s. -
St Pancras International 23 September 2009
Rail Accident Report Overhead line failure, St Pancras International 23 September 2009 Report 12/2010 August 2010 This investigation was carried out in accordance with: l the Railway Safety Directive 2004/49/EC; l the Railways and Transport Safety Act 2003; and l the Railways (Accident Investigation and Reporting) Regulations 2005. © Crown copyright 2010 You may re-use this document/publication (not including departmental or agency logos) free of charge in any format or medium. You must re-use it accurately and not in a misleading context. The material must be acknowledged as Crown copyright and you must give the title of the source publication. Where we have identified any third party copyright material you will need to obtain permission from the copyright holders concerned. This document/publication is also available at www.raib.gov.uk. Any enquiries about this publication should be sent to: RAIB Email: [email protected] The Wharf Telephone: 01332 253300 Stores Road Fax: 01332 253301 Derby UK Website: www.raib.gov.uk DE21 4BA This report is published by the Rail Accident Investigation Branch, Department for Transport. Overhead line failure, St Pancras International 23 September 2009 Contents Introduction 5 Preface 5 Key Definitions 5 Summary of the Report 6 Key facts about the incident 6 Immediate cause, causal, contributory, and underlying factors 6 Severity of consequences 7 Recommendations 7 The Incident 9 Summary of the incident 9 Organisations involved 9 Location 11 Train involved 11 Rail equipment involved 12 Staff involved