Safety of High Speed Guided Ground Transportation Systems
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Mezinárodní Komparace Vysokorychlostních Tratí
Masarykova univerzita Ekonomicko-správní fakulta Studijní obor: Hospodářská politika MEZINÁRODNÍ KOMPARACE VYSOKORYCHLOSTNÍCH TRATÍ International comparison of high-speed rails Diplomová práce Vedoucí diplomové práce: Autor: doc. Ing. Martin Kvizda, Ph.D. Bc. Barbora KUKLOVÁ Brno, 2018 MASARYKOVA UNIVERZITA Ekonomicko-správní fakulta ZADÁNÍ DIPLOMOVÉ PRÁCE Akademický rok: 2017/2018 Studentka: Bc. Barbora Kuklová Obor: Hospodářská politika Název práce: Mezinárodní komparace vysokorychlostích tratí Název práce anglicky: International comparison of high-speed rails Cíl práce, postup a použité metody: Cíl práce: Cílem práce je komparace systémů vysokorychlostní železniční dopravy ve vybra- ných zemích, následné určení, který z modelů se nejvíce blíží zamýšlené vysoko- rychlostní dopravě v České republice, a ze srovnání plynoucí soupis doporučení pro ČR. Pracovní postup: Předmětem práce bude vymezení, kategorizace a rozčlenění vysokorychlostních tratí dle jednotlivých zemí, ze kterých budou dle zadaných kritérií vybrány ty státy, kde model vysokorychlostních tratí alespoň částečně odpovídá zamýšlenému sys- tému v ČR. Následovat bude vlastní komparace vysokorychlostních tratí v těchto vybraných státech a aplikace na český dopravní systém. Struktura práce: 1. Úvod 2. Kategorizace a členění vysokorychlostních tratí a stanovení hodnotících kritérií 3. Výběr relevantních zemí 4. Komparace systémů ve vybraných zemích 5. Vyhodnocení výsledků a aplikace na Českou republiku 6. Závěr Rozsah grafických prací: Podle pokynů vedoucího práce Rozsah práce bez příloh: 60 – 80 stran Literatura: A handbook of transport economics / edited by André de Palma ... [et al.]. Edited by André De Palma. Cheltenham, UK: Edward Elgar, 2011. xviii, 904. ISBN 9781847202031. Analytical studies in transport economics. Edited by Andrew F. Daughety. 1st ed. Cambridge: Cambridge University Press, 1985. ix, 253. ISBN 9780521268103. -
Modeling and Simulation of Shanghai MAGLEV Train Transrapid with Random Track Irregularities
Modeling and Simulation of Shanghai MAGLEV Train Transrapid with Random Track Irregularities Prof. Shu Guangwei M.Sc. Prof. Dr.-Ing. Reinhold Meisinger Prof. Shen Gang Ph.D. Shanghai Institute of Technology, Shanghai, P.R. China Nuremberg University of Applied Sciences, Nuremberg, Germany Tongji University, Shanghai, P.R. China Abstract The MAGLEV Transrapid is a kind of new type high speed train in the world which is levitated and gui- ded over the track using electro magnetic forces. Because the electro magnets are unstable, they ha- ve to be controlled. Since 2002 the worldwide first commercial use of such a high speed train based on German technology is running successfully in Shanghai Pudong Airport, P.R.China. In this paper modeling of the high speed MAGLEV train Transrapid is discussed, which considered the whole mechanical system of one vehicle with optimized suspension parameters and all controlled electro magnet pairs in vertical and lateral directions. The dynamical simulation code is generated with MATLAB/SIMILINK. For the design of the control system, the optimal Linear Quadratic Control for minimum control energy is used for each single electro magnet. The simulation results are presen- ted with the given vertical and lateral random track irregularities. The research work was carried out together with Prof. Shen Gang, Ph.D. during the time Prof. Dr. Meisinger was visiting professor in Shanghai 2006 and Prof. Shu Guangwei, M.Sc. was visiting profes- sor in Nuremberg 2007. ISSN 1616-0762 Sonderdruck Schriftenreihe der Georg-Simon-Ohm-Fachhochschule Nürnberg Nr. 39, Juli 2007 Schriftenreihe Georg-Simon-Ohm-Fachhochschule Nürnberg Seite 3 1. -
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. -
Pioneering the Application of High Speed Rail Express Trainsets in the United States
Parsons Brinckerhoff 2010 William Barclay Parsons Fellowship Monograph 26 Pioneering the Application of High Speed Rail Express Trainsets in the United States Fellow: Francis P. Banko Professional Associate Principal Project Manager Lead Investigator: Jackson H. Xue Rail Vehicle Engineer December 2012 136763_Cover.indd 1 3/22/13 7:38 AM 136763_Cover.indd 1 3/22/13 7:38 AM Parsons Brinckerhoff 2010 William Barclay Parsons Fellowship Monograph 26 Pioneering the Application of High Speed Rail Express Trainsets in the United States Fellow: Francis P. Banko Professional Associate Principal Project Manager Lead Investigator: Jackson H. Xue Rail Vehicle Engineer December 2012 First Printing 2013 Copyright © 2013, Parsons Brinckerhoff Group Inc. All rights reserved. No part of this work may be reproduced or used in any form or by any means—graphic, electronic, mechanical (including photocopying), recording, taping, or information or retrieval systems—without permission of the pub- lisher. Published by: Parsons Brinckerhoff Group Inc. One Penn Plaza New York, New York 10119 Graphics Database: V212 CONTENTS FOREWORD XV PREFACE XVII PART 1: INTRODUCTION 1 CHAPTER 1 INTRODUCTION TO THE RESEARCH 3 1.1 Unprecedented Support for High Speed Rail in the U.S. ....................3 1.2 Pioneering the Application of High Speed Rail Express Trainsets in the U.S. .....4 1.3 Research Objectives . 6 1.4 William Barclay Parsons Fellowship Participants ...........................6 1.5 Host Manufacturers and Operators......................................7 1.6 A Snapshot in Time .................................................10 CHAPTER 2 HOST MANUFACTURERS AND OPERATORS, THEIR PRODUCTS AND SERVICES 11 2.1 Overview . 11 2.2 Introduction to Host HSR Manufacturers . 11 2.3 Introduction to Host HSR Operators and Regulatory Agencies . -
Die Zukunft Der Schiene Soll Rasch Beginnen
DIE ZUKUNFT DER SCHIENE SOLL RASCH BEGINNEN Umfassender Konzeptvorschlag: INDUSTRIEBEITRAG FÜR INDUSTRIELLES ROLLOUT DSTW/ETCS Verband der Bahnindustrie in Deutschland e.V. Inhaltsverzeichnis Vorwort 8 1 Einleitung 11 2 Vorgehen und Ziele 13 3 Grundlagen 16 3.1 Ausgangslage LST-Infrastruktur und Betrieb 16 3.2 Ausgangslage Fahrzeugausrüstung 22 3.3 Prozessablauf Anlagenplanung und -bau 25 3.4 Bahnübergänge 26 4 Zielbild und seine Erreichung 28 4.1 LST-Infrastrukturausrüstung 30 4.2 Zugsicherungsausrüstung auf Fahrzeugen 34 5 Migration und Releases 36 5.1 Standardisierung der Anlagenkonfiguration 36 5.2 Effizientes Ablaufmodell 37 5.3 Release-Planung für die Infrastruktur 40 5.4 Phasen für den Rollout 43 6 Umsetzungsprogramm 48 6.1 Programmaufbau Infrastruktur 49 6.2 Programmaufbau Fahrzeugausrüstung 53 6.3 Programmhochlauf 57 6.4 Rolloutorganisation 61 6.5 Notwendige nächste Schritte und Terminschiene 63 7 Risikomanagement 66 8 Zusammenfassung 69 3 Abbildungsverzeichnis Abbildungsverzeichnis Bild 2-1 Umfang des Vorschlags eines industriellen Umsetzungskonzeptes für den Rollout DSTW/ETCS 14 Bild 3-1 Stellwerksausrüstung DB Netz AG nach Kategorien 16 Bild 3-2 Altersstruktur im staatlichen Sektor in Deutschland 17 Bild 3-3 Bau von Stellwerken seit 1950 in Stelleinheiten 18 Bild 3-4 Nachbarschaftsbeziehungen Stellwerk 19 Bild 3-5 Mengengerüst der umzurüstenden Fahrzeuge 23 Bild 3-6 Prozess nach HOAI in Leistungsphasen 25 Bild 4-1 Ableitung optimiertes technisches Zielbild aus Rollout DSTW/ETCS 28 Bild 4-2 Top-down-Ansatz für das Zielbild aus -
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. -
Rail Accident Report
Rail Accident Report Fatal collision between a Super Voyager train and a car on the line at Copmanthorpe 25 September 2006 Report 33/2007 September 2007 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 2007 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. Fatal collision between a Super Voyager train and a car at Copmanthorpe, 25 September 2006 Contents Introduction 5 Summary of the report 6 Key facts about the accident 6 Immediate cause, contributory factors, underlying causes 7 Severity of consequences 7 Recommendations 7 The Accident 8 Summary of the accident 8 The parties involved 8 Location 9 External circumstances 9 Train -
Zugkollision Mit Anschließender Entgleisung
Bundesministerium für Verkehr, Leitung der Bau und Stadtentwicklung Eisenbahn-Unfalluntersuchungsstelle des Bundes Untersuchungsbericht Zugkollision mit anschließender Entgleisung im Landrückentunnel am 26.04.2008 Bonn, den 14.05.2010 Untersuchungsbericht Zugkollision mit anschl. Entgleisung des ICE 885 im Landrückentunnel Veröffentlicht durch: Bundesministerium für Verkehr, Bau und Stadtentwicklung, Eisenbahn-Unfalluntersuchungsstelle des Bundes Robert-Schuman-Platz 1 53175 Bonn 2 Untersuchungsbericht Zugkollision mit anschl. Entgleisung des ICE 885 im Landrückentunnel Inhaltsangabe 1 ZUSAMMENFASSUNG ................................................................................................4 1.1 Hergang ................................................................................................................................................ 4 1.2 Folgen ................................................................................................................................................... 4 1.3 Ursachen............................................................................................................................................... 4 2 VORBEMERKUNGEN ..................................................................................................6 2.1 Mitwirkende .......................................................................................................................................... 6 2.2 Organisatorischer Hinweis ................................................................................................................ -
Draft Minutes of the Meeting in Luxembourg on 10 and 11 June 1981
COUNCIL OF EUROPE CONSEIL DE L' EUROPE CONFIDENTIAL ^^N. Strasbourg 19 June 1981 '^C AS/Loc (33) PV 2 J PARLIAMENTARY ASSEMBLY COMMITTEE ON REGIONAL PLANNING PACECOM060365 AND LOCAL AUTHORITIES DRAFT MINUTES of the meeting in Luxembourg on 10 and 11 June 1981 r MEMBERS PRESENT: MM AHRENS, Chairman Federal Republic of Germany JUNG;, Vice Chairman France AGRIMI Italfy . , • AMADEI Italy : Mrs GIRARD-MONTET Switzerland / 'c MM GUTERES (for Mr MARQUES) Portugal HILLJ United Kingdom JENSEN Denmark LlENf Norway McGUIRE Uriited Kingdom : MARQUE Luxembourg MULLER G (f or Mr LEMMRICH) Federal Republic of Germany ROSETA (for Mrs ROSETA) Portugal . > SCHLINGEMANN (for Mr STOFFELEN) Netherlands STA^INTON United Kingdom • TANGHE - Belgium VERDE SpVin WINDSTEIG Austria • '•• . r \ ' ' ' ALSO PRESENT: MM BERCHEM Luxembourg GARRETT Unitled Kingdom HARDY . United Kingdom HAWKINS United .Kingdom 70.616 01.52 CONFIDENTIAL CONFIDENTIAL AS/Loc (33) PV 2 - 2 - EXPERTS: For items 3 and 4 Mr Paul Weber, representing the Luxembourg Ministry of the Environment For item 6 Mr Thill, representing the Luxembourg Ministry of the Interior For item 5 a. Konsortium Magnetbahn Transrapid (Munich): Mr Hessler Mr Eitelhuber Mr Parnitzke b. International Union of Railways (IUR): Mr Harbinson APOLOGISED FOR ABSENCE; MM MUNOZ PEIRATS, Vice Chairman Spain BECK Liechtenstein BONNEL Belgium BOZZI France CHLOROS Greece COWEN Ireland FOSSON Italy MERCIER France MICALLEF Malta PANAGOULIS Greece SCHAUBLE Federal Republic of Germany^ SCHWAIGER Austria * SJONELL Sweden THORARINSSON Iceland VALLEIX France WAAG Sweden Mrs van der WERF TERPSTRA Netherlands The Chairman, Mr Ahrens, opened the meeting at 10 am on 10 June 1981 and thanked the Luxembourg authorities for their generous hospitality. -
Case of High-Speed Ground Transportation Systems
MANAGING PROJECTS WITH STRONG TECHNOLOGICAL RUPTURE Case of High-Speed Ground Transportation Systems THESIS N° 2568 (2002) PRESENTED AT THE CIVIL ENGINEERING DEPARTMENT SWISS FEDERAL INSTITUTE OF TECHNOLOGY - LAUSANNE BY GUILLAUME DE TILIÈRE Civil Engineer, EPFL French nationality Approved by the proposition of the jury: Prof. F.L. Perret, thesis director Prof. M. Hirt, jury director Prof. D. Foray Prof. J.Ph. Deschamps Prof. M. Finger Prof. M. Bassand Lausanne, EPFL 2002 MANAGING PROJECTS WITH STRONG TECHNOLOGICAL RUPTURE Case of High-Speed Ground Transportation Systems THÈSE N° 2568 (2002) PRÉSENTÉE AU DÉPARTEMENT DE GÉNIE CIVIL ÉCOLE POLYTECHNIQUE FÉDÉRALE DE LAUSANNE PAR GUILLAUME DE TILIÈRE Ingénieur Génie-Civil diplômé EPFL de nationalité française acceptée sur proposition du jury : Prof. F.L. Perret, directeur de thèse Prof. M. Hirt, rapporteur Prof. D. Foray, corapporteur Prof. J.Ph. Deschamps, corapporteur Prof. M. Finger, corapporteur Prof. M. Bassand, corapporteur Document approuvé lors de l’examen oral le 19.04.2002 Abstract 2 ACKNOWLEDGEMENTS I would like to extend my deep gratitude to Prof. Francis-Luc Perret, my Supervisory Committee Chairman, as well as to Prof. Dominique Foray for their enthusiasm, encouragements and guidance. I also express my gratitude to the members of my Committee, Prof. Jean-Philippe Deschamps, Prof. Mathias Finger, Prof. Michel Bassand and Prof. Manfred Hirt for their comments and remarks. They have contributed to making this multidisciplinary approach more pertinent. I would also like to extend my gratitude to our Research Institute, the LEM, the support of which has been very helpful. Concerning the exchange program at ITS -Berkeley (2000-2001), I would like to acknowledge the support of the Swiss National Science Foundation. -
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 -
Vergleichende Beschreibung Im Verkehr Am Beispiel Des Diferenzierten Stadtschnellbahnverkehrs in Ballungsräumen
Vergleichende Beschreibung im Verkehr am Beispiel des diferenzierten Stadtschnellbahnverkehrs in Ballungsräumen vorgelegt von Dipl.-Ing. Christian Blome geboren in Paderborn von der Fakultät V - Verkehrs- und Maschinensysteme der Technischen Universität Berlin zur Erlangung des akademischen Grades Doktor der Ingenieurwissenschaften - Dr.-Ing. - genehmigte Dissertation Promotionsausschuss: Vorsitzender: Prof. Dr. Oliver Schwedes Gutachter: Prof. Dr.-Ing. habil. Jürgen Siegmann Gutachter: Prof. Dr. Ulrich Alois Weidmann Tag der wissenschaftlichen Aussprache: 9. Oktober 2017 Berlin 2017 Gewidmet meiner Schwester Friederike, die auch diese Arbeit gerne Korrektur gelesen hätte und die Fertigstellung nicht mehr erleben durfte. Danksagungen Danken möchte ich allen, die meine Arbeit unterstützt und gefördert haben. Prof. Siegmann danke ich für viel Entfaltungs- und Gestaltungsfreiraum in der Lehre, im Selbst- studium und dem Wiederauf- und Ausbau des Eisenbahn-Betriebs- und Experimentierfeldes (www.ebuef.de) an seinem Fachgebiet während und nach meiner Zeit als wissenschaftlicher Mitarbeiter. Prof. Weidmann danke ich für weise Ratschläge, Ermutigung und die fnale Richtungsweisung. Jens Hebbe, Ulrich Leister, Mikko Linderoos und Per Thorlacius danke ich für Gespräche und Anregungen zu den betrachteten Fallstudien in Berlin, San Francisco, Helsinki und Kopenha- gen, die mir sehr weitergeholfen haben. Meinen (zahlreich promovierten) Kolleginnen und Kollegen bei der IVU Trafc Technologies AG danke ich für die vielen aufmunternden Worte und das Teilen eigener Erfahrungen, die mich über Durststrecken in der Fertigstellung in den letzten Jahren hinweg getröstet haben. Meinen Eltern danke ich für die stete Förderung und vielfältige Unterstützung - in den Jahren seit Studienbeginn trotz größerer räumlicher Distanz. Ohne die langjährig von ihnen geförderte Frankreich-Afnität, die mir Paris zeitweise eine gefühlte zweite Heimat werden und das dortige Schnellbahnsystem erkunden ließ, wäre diese Arbeit wahrscheinlich nicht entstanden.