Avril by Talgo. the New Renfe High-Speed Train
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High Speed Rail in Spain - a Statement from a Foreign Expert
25 número 6 - junio - 2018. Pág 477 - 509 High Speed Rail in Spain - a statement from a foreign expert Andersen, Sven Senior Consultant for High Speed Rail1 Abstract In Spain all high speed trains run over tracks in a special built high speed network. No disturbing influences have to be taken into account for daily operation process. This is a great advantage. Spain shares this advantage with the high speed rail networks in Japan, Taiwan and China. Running trains on parallel train paths and at least from case to case in 3 minutes headway to each other is a basic condition to reach a high use to capacity. But Spain is running trains with different speeds on its high speed lines. Another condition for a high cost-benefitratio is a strict regular service with at least one service per hour. RENFE however is running the AVE trains in a rather irregular timetable. Some examples will be presented to demonstrate this fact. The author gives some comparisons of travel times in Spain, Japan and China. The routing data of the AVE line Madrid - Sevilla is compared with those of the Shinkansen Shin Osaka - Hakata. Based on this comparison the author proposes an upgrading of the AVE-Line Madrid - Sevilla for 300 km/h. A strict regular service for all AVE lines can be developed on the basis of a new travel time Madrid - Sevilla with 118 min together with a 142 min nonstop travel time Barcelona - Madrid. The cost-benefit analysis shows several results, above all nearly 100% more train kilometres as well as saving of running days from EMU’s and track change constructions. -
The Signal Bridge
THE SIGNAL BRIDGE Volume 18 NEWSLETTER OF THE MOUNTAIN EMPIRE MODEL RAILROADERS CLUB Number 5B MAY 2011 BONUS PAGES Published for the Education and Information of Its Membership NORFOLK & WESTERN/SOUTHERN RAILWAY DEPOT BRISTOL TENNESSEE/VIRGINIA CLUB OFFICERS LOCATION HOURS President: Secretary: Newsletter Editor: ETSU Campus, Business Meetings are held the Fred Alsop Donald Ramey Ted Bleck-Doran: George L. Carter 3rd Tuesday of each month. Railroad Museum Meetings start at 7:00 PM at Vice-President: Treasurer: Webmaster: ETSU Campus, Johnson City, TN. John Carter Duane Swank John Edwards Brown Hall Science Bldg, Room 312, Open House for viewing every Saturday from 10:00 am until 3:00 pm. Work Nights each Thursday from 5:00 pm until ?? APRIL 2011 THE SIGNAL BRIDGE Page 2 APRIL 2011 THE SIGNAL BRIDGE Page 3 APRIL 2011 THE SIGNAL BRIDGE II scheme. The "stripe" style paint schemes would be used on AMTRAK PAINT SCHEMES Amtrak for many more years. From Wikipedia, the free encyclopedia Phase II Amtrak paint schemes or "Phases" (referred to by Amtrak), are a series of livery applied to the outside of their rolling stock in the United States. The livery phases appeared as different designs, with a majority using a red, white, and blue (the colors of the American flag) format, except for promotional trains, state partnership routes, and the Acela "splotches" phase. The first Amtrak Phases started to emerge around 1972, shortly after Amtrak's formation. Phase paint schemes Phase I F40PH in Phase II Livery Phase II was one of the first paint schemes of Amtrak to use entirely the "stripe" style. -
Railway Applications - Systems and Procedures for Change of Track Gauge
BS EN 17069‑1:2019 BSI Standards Publication Railway applications - Systems and procedures for change of track gauge Part 1: Automatic Variable Gauge Systems WB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06 BS EN 17069‑1:2019 BRITISH STANDARD National foreword This British Standard is the UK implementation of EN 17069‑1:2019. The UK participation in its preparation was entrusted to Technical Committee RAE/3/‑/1, Railway Applications ‑ Wheels and Wheelsets. A list of organizations represented on this committee can be obtained on request to its secretary. The UK committee draws users' attention to the distinction between CEN/CENELEC Internal Regulations, Part 3. normative and informative elements, as defined in Clause 3 of the with the document is to be claimed and from which no deviation Normative:is permitted. Requirements conveying criteria to be fulfilled if compliance Informative: Information intended to assist the understanding or use of the document. Informative annexes do not contain requirements, except as optional requirements, and are not mandatory. For example, a test method may contain requirements, but there is no need to comply with these requirements to claim compliance with the standard. When speeds in km/h require unit conversion for use in the UK, users are advised to use equivalent values rounded to the nearest whole number. The use of absolute values for converted units should be avoided in these cases. Please refer to the table below for agreed conversion figures:INS, RST and ENE speed conversions km/h mph 5 3 10 5 20 10 30 20 80 50 160 100 190 120 This publication does not purport to include all the necessary provisions of a contract. -
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. -
Memoria Y Anejos Documento 1 Estudio Informativo De La Nueva Red Ferroviaria Del País Vasco
MEMORIA Y ANEJOS DOCUMENTO 1 ESTUDIO INFORMATIVO DE LA NUEVA RED FERROVIARIA DEL PAÍS VASCO. CORREDOR DE ACCESO Y ESTACIÓN DE BILBAO-ABANDO. FASE B MEMORIA ESTUDIO INFORMATIVO DE LA NUEVA RED FERROVIARIA DEL PAÍS VASCO. CORREDOR DE ACCESO Y ESTACIÓN DE BILBAO-ABANDO. FASE B MEMORIA ÍNDICE 1. Introducción y objeto .............................................................. 1 7.2. Alternativa 1. Acceso Este ............................................................... 30 7.3. Alternativa 2. Acceso Oeste ............................................................. 31 2. Antecedentes ........................................................................... 2 7.4. Nueva Estación de Abando ............................................................. 32 2.1. Antecedentes administrativos ............................................................ 2 7.4.1. Alta Velocidad (Nivel -2) ................................................................. 32 2.2. Antecedentes técnicos ....................................................................... 3 7.4.2. Cercanías/Ancho Métrico (Nivel -1) ................................................ 32 3. Características fundamentales de la actuación .................... 4 7.4.3. Planta Técnica (Nivel -1,5) ............................................................. 33 3.1. Justificación de la solución ................................................................. 4 7.5. Reubicaciones de la Base de mantenimiento .................................. 33 3.2. Cumplimiento del Real Decreto 1434/2010 -
Lightweight Primary Structures for High-Speed Railway Carbodies
25 número 5 - junio - 2018. Pág 9 - 21 Lightweight primary structures for High-speed railway carbodies De la Guerra, Eduardo Talgo1 Abstract The railway industry are looking to increase the capacity of the railway system, bringing flexibility in order to align capacity and demand, to increase availability, reliability and energy efficiency reducing life cycle costs (LCC) and an improvement of the passenger comfort and the attractiveness of the rail transport. One of the lines of action to solve the above challenges is the introduction of new carbody structures. The weight saving potential of the use of new materials and technologies in the carbody structures would result in reduced power consumption, lower inertia, less track wear and the ability to carry greater payloads. One example of the employ of light structures is Talgo AVRIL train, with an innovative layout of seats that allows to introduce one extra seat per row (3+2 configuration), increasing dramatically the capacity of the train. It has been possible, respecting the current regulatory framework, with an optimized design of the extruded aluminium structure. It will be presented different challenges of introducing lighter structures in the carbodies of coaches of high speed train and different studies and projects to describe the future possibilities of new material and methodologies to improve the lightness of the vehicles. Keywords: lightweight, Rolling stock, carbody. 1 De la Guerra, Eduardo. Technical Leader of the R&D Projects. Structures Department.Talgo. Email: [email protected] International Congress on High-speed Rail: Technologies and Long Term Impacts - Ciudad Real (Spain) - 25th anniversary Madrid-Sevilla corridor 9 De la Guerra, Eduardo 1. -
High Speed Rail and Sustainability High Speed Rail & Sustainability
High Speed Rail and Sustainability High Speed Rail & Sustainability Report Paris, November 2011 2 High Speed Rail and Sustainability Author Aurélie Jehanno Co-authors Derek Palmer Ceri James This report has been produced by Systra with TRL and with the support of the Deutsche Bahn Environment Centre, for UIC, High Speed and Sustainable Development Departments. Project team: Aurélie Jehanno Derek Palmer Cen James Michel Leboeuf Iñaki Barrón Jean-Pierre Pradayrol Henning Schwarz Margrethe Sagevik Naoto Yanase Begoña Cabo 3 Table of contnts FOREWORD 1 MANAGEMENT SUMMARY 6 2 INTRODUCTION 7 3 HIGH SPEED RAIL – AT A GLANCE 9 4 HIGH SPEED RAIL IS A SUSTAINABLE MODE OF TRANSPORT 13 4.1 HSR has a lower impact on climate and environment than all other compatible transport modes 13 4.1.1 Energy consumption and GHG emissions 13 4.1.2 Air pollution 21 4.1.3 Noise and Vibration 22 4.1.4 Resource efficiency (material use) 27 4.1.5 Biodiversity 28 4.1.6 Visual insertion 29 4.1.7 Land use 30 4.2 HSR is the safest transport mode 31 4.3 HSR relieves roads and reduces congestion 32 5 HIGH SPEED RAIL IS AN ATTRACTIVE TRANSPORT MODE 38 5.1 HSR increases quality and productive time 38 5.2 HSR provides reliable and comfort mobility 39 5.3 HSR improves access to mobility 43 6 HIGH SPEED RAIL CONTRIBUTES TO SUSTAINABLE ECONOMIC DEVELOPMENT 47 6.1 HSR provides macro economic advantages despite its high investment costs 47 6.2 Rail and HSR has lower external costs than competitive modes 49 6.3 HSR contributes to local development 52 6.4 HSR provides green jobs 57 -
Belt and Road Transport Corridors: Barriers and Investments
Munich Personal RePEc Archive Belt and Road Transport Corridors: Barriers and Investments Lobyrev, Vitaly and Tikhomirov, Andrey and Tsukarev, Taras and Vinokurov, Evgeny Eurasian Development Bank, Institute of Economy and Transport Development 10 May 2018 Online at https://mpra.ub.uni-muenchen.de/86705/ MPRA Paper No. 86705, posted 18 May 2018 16:33 UTC BELT AND ROAD TRANSPORT CORRIDORS: BARRIERS AND INVESTMENTS Authors: Vitaly Lobyrev; Andrey Tikhomirov (Institute of Economy and Transport Development); Taras Tsukarev, PhD (Econ); Evgeny Vinokurov, PhD (Econ) (EDB Centre for Integration Studies). This report presents the results of an analysis of the impact that international freight traffic barriers have on logistics, transit potential, and development of transport corridors traversing EAEU member states. The authors of EDB Centre for Integration Studies Report No. 49 maintain that, if current railway freight rates and Chinese railway subsidies remain in place, by 2020 container traffic along the China-EAEU-EU axis may reach 250,000 FEU. At the same time, long-term freight traffic growth is restricted by a number of internal and external factors. The question is: What can be done to fully realise the existing trans-Eurasian transit potential? Removal of non-tariff and technical barriers is one of the key target areas. Restrictions discussed in this report include infrastructural (transport and logistical infrastructure), border/customs-related, and administrative/legal restrictions. The findings of a survey conducted among European consignors is a valuable source of information on these subjects. The authors present their recommendations regarding what can be done to remove the barriers that hamper international freight traffic along the China-EAEU-EU axis. -
Transportation: Request for Passenger Rail Bonding -- Agenda Item II
Legislative Fiscal Bureau One East Main, Suite 301 • Madison, WI 53703 • (608) 266-3847 • Fax: (608) 267-6873 Email: [email protected] • Website: http://legis.wisconsin.gov/lfb October 31, 2019 TO: Members Joint Committee on Finance FROM: Bob Lang, Director SUBJECT: Department of Transportation: Request for Passenger Rail Bonding -- Agenda Item II REQUEST On October 3, 2019, the Department of Transportation (DOT) submitted a request under s. 85.061 (3)(b) of the statutes for approval to use $13,248,100 BR in GPR-supported, general obligation bonding from DOT's passenger rail route development appropriation to fund the required state match for a recently awarded Federal Railroad Administration (FRA) grant for the purchase of six single-level coach cars and three cab-coach cars to be placed into service in the Milwaukee- Chicago Hiawatha corridor. BACKGROUND DOT is required to administer a rail passenger route development program funded from a transportation fund continuing appropriation (SEG) and a general fund-supported, general obligation bonding appropriation (BR). From these sources, DOT may fund capital costs related to Amtrak service extension routes (the Hiawatha service, for example) or other rail service routes between the cities of Milwaukee and Madison, Milwaukee and Green Bay, Milwaukee and Chicago, Madison and Eau Claire, and Madison and La Crosse. Under the program, DOT is not allowed to use any bond proceeds unless the Joint Finance Committee (JFC) approves the use of the proceeds and, with respect to any allowed passenger route development project, the Department submits evidence to JFC that Amtrak, or the applicable railroad, has agreed to provide rail passenger service on that route. -
Amtrak Cascades Fleet Management Plan
Amtrak Cascades Fleet Management Plan November 2017 Funding support from Americans with Disabilities Act (ADA) Information The material can be made available in an alternative format by emailing the Office of Equal Opportunity at [email protected] or by calling toll free, 855-362-4ADA (4232). Persons who are deaf or hard of hearing may make a request by calling the Washington State Relay at 711. Title VI Notice to Public It is the Washington State Department of Transportation’s (WSDOT) policy to assure that no person shall, on the grounds of race, color, national origin or sex, as provided by Title VI of the Civil Rights Act of 1964, be excluded from participation in, be denied the benefits of, or be otherwise discriminated against under any of its federally funded programs and activities. Any person who believes his/her Title VI protection has been violated, may file a complaint with WSDOT’s Office of Equal Opportunity (OEO). For additional information regarding Title VI complaint procedures and/or information regarding our non-discrimination obligations, please contact OEO’s Title VI Coordinator at 360-705-7082. The Oregon Department of Transportation ensures compliance with Title VI of the Civil Rights Act of 1964; 49 CFR, Part 21; related statutes and regulations to the end that no person shall be excluded from participation in or be denied the benefits of, or be subjected to discrimination under any program or activity receiving federal financial assistance from the U.S. Department of Transportation on the grounds of race, color, sex, disability or national origin. -
PDF: Horario De ALVIA, Paradas Y Mapa
Horario y mapa de la línea ALVIA de tren ALVIA Ourense - A Coruña (Santiago de Compostela) - Ver En Modo Sitio Web Lugo - Pontevedra (Vigo) - Barcelona - Madrid La línea ALVIA de tren (Ourense - A Coruña (Santiago de Compostela) - Lugo - Pontevedra (Vigo) - Barcelona - Madrid) tiene 8 rutas. Sus horas de operación los días laborables regulares son: (1) a A Coruña: 21:20 (2) a A Coruña (Ferrol): 13:47 - 19:46 (3) a Barcelona: 9:16 (4) a Lugo: 17:57 (5) a Madrid: 6:28 - 17:49 (6) a Madrid - Alicante: 10:27 (7) a Pontevedra (Vigo): 12:00 - 21:07 (8) a Santiago De Compostela: 23:25 Usa la aplicación Moovit para encontrar la parada de la línea ALVIA de tren más cercana y descubre cuándo llega la próxima línea ALVIA de tren Sentido: A Coruña Horario de la línea ALVIA de tren 24 paradas A Coruña Horario de ruta: VER HORARIO DE LA LÍNEA lunes 21:20 martes 21:20 Barcelona-Sants 1-7 Plaça dels Països Catalans, Barcelona miércoles Sin servicio Camp De Tarragona jueves 21:20 Lleida Pirineus viernes Sin servicio sábado 21:20 Zaragoza-Delicias domingo Sin servicio Tudela De Navarra Plaza de la estación, Tudela Castejon De Ebro Información de la línea ALVIA de tren Tafalla Dirección: A Coruña Avenida Sangüesa, Tafalla Paradas: 24 Duración del viaje: 780 min Pamplona-Iruña Resumen de la línea: Barcelona-Sants, Camp De Plaza de la Estación, Pamplona/Iruña Tarragona, Lleida Pirineus, Zaragoza-Delicias, Tudela De Navarra, Castejon De Ebro, Tafalla, Pamplona- Vitoria-Gasteiz Iruña, Vitoria-Gasteiz, Miranda De Ebro, Burgos-Rosa 46 Eduardo Dato kalea, Vitoria-Gasteiz -
Una Perspectiva Internacional Del
Tecnología ferroviaria española Una perspectiva internacional Real Academia Española de Ingeniería Madrid, 19 marzo 2013 Iñaki Barrón de Angoiti Director del Departamento Viajeros y Alta Velocidad, UIC I Barrón – La experiencia española en la alta velocitat ferroviaria – Madrid, 19 marzo 2013 1/58 Contenido • La alta velocidad ferroviaria en el mundo • La experiencia española en alta velocidad • El futuro de la alta velocidad • Conclusiones I Barrón – La experiencia española en la alta velocitat ferroviaria – Madrid, 19 marzo 2013 2/58 • La alta velocidad ferroviaria en el mundo • La experiencia española en alta velocidad • El futuro de la alta velocidad • Conclusiones I Barrón – La experiencia española en la alta velocitat ferroviaria – Madrid, 19 marzo 2013 3/58 Primer principio básico de la alta velocidad La alta velocidad es un sistema Un sistema (muy) complejo, que debe tener en cuenta: - Infraestructura - Estaciones - Material rodante - Normas de explotación - Señalización - Marketing - Mantenimientos - Financiación - Gestión - Aspectos legales -… Cada elemento se utiliza al más alto nivel Considerarlo todo es fundamental (Seminario UIC) I Barrón – La experiencia española en la alta velocitat ferroviaria – Madrid, 19 marzo 2013 4/58 Segundo principio básico de la alta velocidad La alta velocidad no es única • Diferentes conceptos de servicio y marketing • Diferentes tipos de explotación (velocidades máximas, paradas, etc.) • Diferentes criterios de aceptación del tráfico (en particular admisión de mercancías) • La capacidad, el