Turboliner Modernization Project Delays
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
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........................................................................................................................ -
Amtrak SMP 28603 Mechanical Standards for Operating Privately
Amtrak Equipment Maintenance Department Standard Maintenance Procedure SMP NO.: 28603 ISSUE DATE: January 12, 1982 REVISION DATE: September 13, 2013 TITLE: Mechanical Standard for Operating Privately Owned Cars in Amtrak Trains EQUIPMENT TYPE MAINTENANCE TYPE All Passenger Trains L – Locomotive Locomotives Cars C – Cars All Locomotives All Cars X All Types C All Maintenance – L/C Acela HST Power Car Acela Baggage Daily – L/C AEM-7 Amfleet I Cafe 30 Day – C Cab Car: (Under Cars) Amfleet II Coach Quarterly –L/C Car Movers Auto Carrier Diner Semi-Annual – L/C Commuter Commuter Dinette Annual – L/C F59PHI Freight Lounge 720 Day – L GP38-3 Heritage HEP Sleeper COT&S – C GP15D Horizon Other: Initial Terminal – L/C HHP8 Material Handling Cars Intermediate Terminal – L/C MP15 X Private Cars Modification – L/C Non Powered Control Units Superliner I Overhaul – L/C P32-8 Superliner II Running Repair – L/C P32AC-DM Surfliner Seasonal – C P-40 Talgo Wheels – L/C P-42 Turboliner Facility SW1001 Viewliner Other: SW1200 X Other: Railroad Business Cars SW1500 Turboliner Talgo Other: 1.0 PURPOSE This document describes the Amtrak Mechanical Department requirements for the handling in Amtrak trains of privately owned passenger cars, as well as railroad-owned business cars of freight carriers which have an Amtrak operating agreement. For the purpose of this document, a passenger car is defined as a vehicle meeting Association of American Railroads (AAR) or American Public Transportation Association Standard S-034 for the construction of passenger equipment cars, or similar standard for older cars, for operation in passenger train service, and does not include caboose cars, freight cars, or maintenance of way equipment. -
Appendix 6-B: Chronology of Amtrak Service in Wisconsin
Appendix 6-B: Chronology of Amtrak Service in Wisconsin May 1971: As part of its inaugural system, Amtrak operates five daily round trips in the Chicago- Milwaukee corridor over the Milwaukee Road main line. Four of these round trips are trains running exclusively between Chicago’s Union Station and Milwaukee’s Station, with an intermediate stop in Glenview, IL. The fifth round trip is the Chicago-Milwaukee segment of Amtrak’s long-distance train to the West Coast via St. Paul, northern North Dakota (e.g. Minot), northern Montana (e.g. Glacier National Park) and Spokane. Amtrak Route Train Name(s) Train Frequency Intermediate Station Stops Serving Wisconsin (Round Trips) Chicago-Milwaukee Unnamed 4 daily Glenview Chicago-Seattle Empire Builder 1 daily Glenview, Milwaukee, Columbus, Portage, Wisconsin Dells, Tomah, La Crosse, Winona, Red Wing, Minneapolis June 1971: Amtrak maintains five daily round trips in the Chicago-Milwaukee corridor and adds tri- weekly service from Chicago to Seattle via St. Paul, southern North Dakota (e.g. Bismark), southern Montana (e.g. Bozeman and Missoula) and Spokane. Amtrak Route Train Name(s) Train Frequency Intermediate Station Stops Serving Wisconsin (Round Trips) Chicago-Milwaukee Unnamed 4 daily Glenview Chicago-Seattle Empire Builder 1 daily Glenview, Milwaukee, Columbus, Portage, Wisconsin Dells, Tomah, La Crosse, Winona, Red Wing, Minneapolis Chicago-Seattle North Coast Tri-weekly Glenview, Milwaukee, Columbus, Portage, Wisconsin Hiawatha Dells, Tomah, La Crosse, Winona, Red Wing, Minneapolis 6B-1 November 1971: Daily round trip service in the Chicago-Milwaukee corridor is increased from five to seven as Amtrak adds service from Milwaukee to St. -
RCED-95-71 Intercity Passenger Rail
United States General Accounting Office GAO Report to Congressional Committees February 1995 INTERCITY PASSENGER RAIL Financial and Operating Conditions Threaten Amtrak’s Long-Term Viability GAO/RCED-95-71 United States General Accounting Office GAO Washington, D.C. 20548 Resources, Community, and Economic Development Division B-259656 February 6, 1995 Congressional Recipients This report assessing Amtrak’s deteriorating financial and operating conditions was conducted as part of our legislative responsibilities under the Rail Passenger Service Act (P.L. 91-518, 84 Stat. 1327 (1970)). The report addresses the likelihood that Amtrak can overcome its financial and operating problems and presents alternative actions that could be considered by the Congress in deciding on Amtrak’s future mission and on commitments to fund the railroad. On the basis of our review, we are making a recommendation to the Congress and several recommendations to the President of Amtrak. We are sending copies of the report to the Secretary of Transportation, the President of Amtrak, and interested congressional committees. We will also make copies available to others upon request. This work was done under the direction of Kenneth M. Mead, Director, Transportation Issues, who may be reached at (202) 512-2834 if you or your staff have any questions. Other major contributors to this report are listed in appendix V. Sincerely yours, Keith O. Fultz Assistant Comptroller General Page 1 GAO/RCED-95-71 Amtrak’s Financial and Operating Conditions B-259656 List of Recipients The Honorable Larry Pressler Chairman The Honorable Ernest F. Hollings Ranking Minority Member Committee on Commerce, Science, and Transportation United States Senate The Honorable Trent Lott Chairman The Honorable Daniel K. -
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 -
Factors Affecting Commuter Rail Energy Efficiency and Its Comparison with Competing Passenger Transportation Modes
FACTORS AFFECTING COMMUTER RAIL ENERGY EFFICIENCY AND ITS COMPARISON WITH COMPETING PASSENGER TRANSPORTATION MODES BY GIOVANNI C. DIDOMENICO THESIS Submitted in partial fulfilment of the requirements for the degree of Master of Science in Civil Engineering in the Graduate College of the University of Illinois at Urbana-Champaign, 2015 Urbana, Illinois Advisers: Professor Christopher P.L. Barkan Senior Research Engineer C. Tyler Dick, P.E. ABSTRACT As concerns about the environmental impacts and sustainability of the transportation sector continue to grow, modal energy efficiency is a factor of increasing importance when evaluating benefits and costs of transportation systems and justifying future investment. Poor assumptions on the efficiency of the system can alter the economics of investment in commuter rail. This creates a need to understand the factors affecting commuter rail energy efficiency and the comparison to competing passenger transportation modes to aid operators and decision makers in the development of new commuter rail lines and the improvement of existing services. This thesis describes analyses to further understand the factors affecting the current energy efficiency of commuter rail systems, how their efficiency may be improved through implementation of various technologies, and how their efficiency compares to competing modes of passenger transportation. After reviewing the literature, it was evident that past studies often conducted energy efficiency analyses and modal comparisons using methods that favored one energy source or competing mode by neglecting losses in the system. Therefore, four methods of energy efficiency analysis were identified and applied to 25 commuter rail systems in the United States using data from the National Transit Database (NTD). -
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. -
High Speed Passenger Rail Corridor Conference
'I·. > High Speed Passenger Rail Corridor Conference U.S. Departme11t Federal Railroad of Transportation Administration March 26 & 27, 1996 Washington, DC Table: fpf Q Program Agenda List of Attendees FY 1997 Budget Request HSGT Outreach Overview Status Of State Programs 0 HSGT Safety And Research And Development Section 1010/1036 Grade Crossing Program Next Generation High-Speed Rail Technology Development Program High Speed Ground Transportation (HSGT) Planning Funds Notice 0 Railroad Safety Program WGB SPEED PASSENGER RAU, CORRIDOR CONFERENCE March 26 & 27, 1996 , FRA&FHWA Room 2230, NASSIF Building Tuesday. March 26 o Purpose of the Conference o 1997 Budget Request o HSGT Commercial Feasibility Study I HSGT Policy Status o Next Generation Program - Status o Description of Corridor Plan o Status of Improvements o Funding Strategy o Legislative Authority/Needs (DOT/PUC) e.g. Private Grade Crossings o Discussion III. BREAK- 15 minutes IV. STAIE BY STAIE STATUS REPORT (Contd.) 10:30 a.m. to 11: 15 a.m. VII Lunch Break - 12 to 1 p.m. 2 o Passenger Rail Equipment o Other Safety Requirements for HSGT o HSGT Safety R&D - Orth o Questions and Answers IX. BREAK - 15 Minutes o Overview - Smailes o HSGT Grade Crossing Issues o FHWA Program - Louick/Winans XI. BREAK - 15 Minutes o Next Generation Technology Development o Questions and Answers Wednesdqy. March 2 7 o HSGT Commercial Feasibility Study/National Policy - Mongini o State Infrastructure Banks - Program Status/Applications - J. Basso o Innovative Financing Projects - Cooper o IS TEA Reauthorization - Cooper XIV. BREAK 15 Minutes XV. ROUND TABLE· HSGT FUNDING (Contd.) 9:45 a.m. -
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. -
The Travel Solution for Our Time 2006 Annual Report
NATIONAL RAILROAD PASSENGER CORPORATION The Travel Solution for Our Time 2006 Annual Report Community ~ Mobility ~ Environment THE TRAVEL SOLUTION FOR OUR TIME: COMMUNITY ~ MOBILITY ~ ENVIRONMENT Amtrak’s mission is to provide America with safe and reliable intercity rail passenger service in an economically sound manner that exceeds customer expectations. Amtrak Board of Directors (L. to R.): Donna McLean, FRA Administrator Joseph Boardman, Chairman David Laney, President and CEO Alex Kummant, R. Hunter Biden. Floyd Hall is not shown. Executive Committee: (top row, L. to R.) Vice President and Chief Risk Officer Jim McDon- nell, General Counsel and Corporate Secretary Eleanor Acheson, Vice President Govern- ment Affairs and Corporate Communications Joseph McHugh; (second row L. to R.) acting Chief Financial Officer Dale Stein, Vice President Procurement and Materials Man- agement Michael Rienzi, Vice President Labor Relations Joe Bress; (third row L. to R.) Vice President Strategic Partnerships and Business Development Anne Witt, Vice Presi- dent Human Resources Lorraine Green, Chief Information Officer Ed Trainor, acting Vice President Business Diversity Dawn Marcelle; (front row L. to R.) Chief Operating Officer William Crosbie, President and CEO Alex Kummant, Vice President Marketing and Prod- uct Development Emmett Fremaux. Vice President Planning and Analysis Roy Johanson is not shown. THE TRAVEL SOLUTION FOR OUR TIME: COMMUNITY ~ MOBILITY ~ ENVIRONMENT The Southwest Chief in Wagon Mound, N.M. Amtrak Annual Report 2006 3 THE TRAVEL SOLUTION FOR OUR TIME: COMMUNITY ~ MOBILITY ~ ENVIRONMENT A Letter from the President AS AMTRAK MARKED ITS 35TH YEAR of service in 2006, our performance contributed the most recent chapter of a story of an emerging and healthier Amtrak.