Doctoral Thesis on Derailment-Worthiness In
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The California High Speed Rail Proposal: a Due Diligence Report
September 2008 THE CALIFORNIA HIGH SPEED RAIL PROPO S AL : A DUE DILIGENCE REPOR T By Wendell Cox and Joseph Vranich Project Director: Adrian T. Moore, Ph.D. POLICY STUDY 370 Reason Citizens Against Howard Jarvis Taxpayers Foundation Government Waste Foundation reason.org cagw.org hjta.org/hjtf Reason Foundation’s mission is to advance Citizens Against Government Waste Howard Jarvis Taxpayers Foundation a free society by developing, applying and (CAGW) is a private, nonprofit, nonparti- (HJTF) is devoted to promoting economic promoting libertarian principles, including education, the study of tax policy and san organization dedicated to educating the individual liberty, free markets and the rule defending the interests of taxpayers in the American public about waste, mismanage- of law. We use journalism and public policy courts. research to influence the frameworks and ment, and inefficiency in the federal govern- The Foundation funds and directs stud- actions of policymakers, journalists and ment. ies on tax and economic issues and works opinion leaders. CAGW was founded in 1984 by J. Peter to provide constructive alternatives to the Reason Foundation’s nonpartisan public Grace and nationally-syndicated columnist tax-and-spend proposals from our state policy research promotes choice, competi- Jack Anderson to build support for imple- legislators. tion and a dynamic market economy as the HJTF also advances the interests of mentation of the Grace Commission recom- foundation for human dignity and progress. taxpayers in the courtroom. In appro- mendations and other waste-cutting propos- Reason produces rigorous, peer-reviewed priate cases, HJTF provides legal repre- research and directly engages the policy als. -
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. -
Aerodynamic Possibilities for Heavy Road Vehicles – Virtual Boat Tail
Aerodynamic possibilities for heavy road vehicles – virtual boat tail Panu Sainio, Research group Kimmo Killström obtained for Vehicle Engineering, M.Sc. from Helsinki Chief Engineer. University of technology [email protected] TKK in 2010 having work Obtained M.Sc 1997, Lic.Sc career before that in aircraft 2006. Has been participating and vehicle maintenance. a number of national and international projects of vehicle engineering and testing. His primary research interests are tire-road contact and heavy hybrid vehicles. Panu Sainio Kimmo Killström Aalto University* Aalto University* Finland Finland Matti Juhala, Head of Engineering Design and Production department, professor in Vehicle Engineering. Obtained M.Sc. 1974, Dr.Sc. 1993 from Helsinki University of Technology. Laboratory manager in Laboratory of Automotive engineering 1975-1996 and professor of Vehicle engi- neering since 1996 Matti Juhala Aalto University* Finland Abstract The focus of this paper is presenting concept survey made for lowering the aerodynamic coefficient of heavy road vehicles. Target vehicles were a long distance bus and a vehicle combination of 25.25 meters and 60 ton. The conception goal for the truck was to cut the aerodynamic coefficient into half. Because of such a target, it was agreed not to follow normal technical and economical characteristics of today’s truck engineering. The main objectives were to raise discussion about the potential of aerodynamics in the context of heavy road vehicles in Finland and particularly to test one technical solution to improve the aerodynamic performance of the rear end of the trailer. This solution is called virtual boat end. It is based on flow of pressurized air through the trailing edges of the trailer. -
European Modular System for Road Freight Transport – Experiences and Possibilities
Report 2007:2 E European Modular System for road freightRapporttitel transport – experiences and possibilities Ingemar Åkerman Rikard Jonsson TFK – TransportForsK AB ISBN 13: 978-91-85665-07-5 KTH, Department of Transportation Strandbergsgatan 12, ISBN 10: 91-85665-07-X and urban economics SE-112 51 STOCKHOLM Teknikringen 72, Tel: 08-652 41 30, Fax: 08-652 54 98 SE-100 44 STOCKHOLM E-post: [email protected] Internet: www.tfk.se European Modular System for road freight transport – experiences and possibilities . Abstract The aim of this study was to evaluate Swedish and Finnish hauliers’ experiences of using the European Modular System, EMS, which entails Sweden and Finland the use of longer and heavier vehicle combinations (LHV’s). In short, EMS consists of the longest semi-trailer, with a maximum length of 13,6 m, and the longest load-carrier according to C-class, with a maximum length of 7,82 m, allowed in EU. This results in vehicle combinations of 25,25 m. The maximum length within the rest of Europe is 18,75 m. Thus, by using LHV’s, the volume of three EU combinations can be transported by two EMS combinations. This study indicates that the use of LHV’s according to EMS have positive effect on economy and environment, while not affecting traffic safety negatively. Swedish hauliers have the possibility of using either the traditional 24 m road trains or 25,25 m LHV’s according to EMS for national long distance transports. Experiences of using EMS vehicle combinations are mostly positive. LHV’s according to EMS implies increased load area and flexibility compared to the 24 m road trains. -
Competitive Tendering of Rail Services EUROPEAN CONFERENCE of MINISTERS of TRANSPORT (ECMT)
Competitive EUROPEAN CONFERENCE OF MINISTERS OF TRANSPORT Tendering of Rail Competitive tendering Services provides a way to introduce Competitive competition to railways whilst preserving an integrated network of services. It has been used for freight Tendering railways in some countries but is particularly attractive for passenger networks when subsidised services make competition of Rail between trains serving the same routes difficult or impossible to organise. Services Governments promote competition in railways to Competitive Tendering reduce costs, not least to the tax payer, and to improve levels of service to customers. Concessions are also designed to bring much needed private capital into the rail industry. The success of competitive tendering in achieving these outcomes depends critically on the way risks are assigned between the government and private train operators. It also depends on the transparency and durability of the regulatory framework established to protect both the public interest and the interests of concession holders, and on the incentives created by franchise agreements. This report examines experience to date from around the world in competitively tendering rail services. It seeks to draw lessons for effective design of concessions and regulation from both of the successful and less successful cases examined. The work RailServices is based on detailed examinations by leading experts of the experience of passenger rail concessions in the United Kingdom, Australia, Germany, Sweden and the Netherlands. It also -
Rail Accident Report
Rail Accident Report Derailment of a passenger train near Cummersdale, Cumbria 1 June 2009 Report 06/2010 March 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. * Cover photo courtesy of Network Rail Derailment of a passenger train near Cummersdale, Cumbria, 1 June 2009 Contents Preface 5 Key Definitions 5 The Accident 6 Summary of the accident 6 The parties involved 7 Location 8 External circumstances 8 The trains involved 10 Events preceding the accident 10 Events during the accident 10 Consequences of the accident 11 Events following the accident 11 The Investigation -
5Th Status Report About the Implementation Progress of the TAP TSI
Report 5th TAP TSI Implementation progress report - ERA-REP-152 IMPL-2019-03 V 1.0 Making the railway system work better for society. Report 5th status report about the implementation progress of the TAP TSI Drafted by Validated by Approved by Stefan JUGELT Name Felice FERRARI Pio GUIDO Kresimir RAGUZ Position Project Officers Head of Unit Head of Department Date 15/01/2020 02/04/2020 03/04/2020 Signed Signed Signed Document History Version Date Comments 1st draft for the presentation at the TAP TSI 0.1 26/03/2019 cooperation group 0.2 15/05/2019 Inclusion of comments from NCPs 1.0 15/01/2020 Final version 120 Rue Marc Lefrancq | BP 20392 | FR-59307 Valenciennes Cedex 1 / 95 Tel. +33 (0)327 09 65 00 | era.europa.eu Any printed copy is uncontrolled. The version in force is available on Agency’s intranet/extranet. Report 5th TAP TSI Implementation progress report - ERA-REP-152 IMPL-2019-03 V 1.0 Contents Acronyms ............................................................................................................................................................ 4 Reference documents ........................................................................................................................................ 5 Reference legislation .......................................................................................................................................... 5 1 EXECUTIVE SUMMARY ........................................................................................................................ 6 2 Introduction -
Eighth Annual Market Monitoring Working Document March 2020
Eighth Annual Market Monitoring Working Document March 2020 List of contents List of country abbreviations and regulatory bodies .................................................. 6 List of figures ............................................................................................................ 7 1. Introduction .............................................................................................. 9 2. Network characteristics of the railway market ........................................ 11 2.1. Total route length ..................................................................................................... 12 2.2. Electrified route length ............................................................................................. 12 2.3. High-speed route length ........................................................................................... 13 2.4. Main infrastructure manager’s share of route length .............................................. 14 2.5. Network usage intensity ........................................................................................... 15 3. Track access charges paid by railway undertakings for the Minimum Access Package .................................................................................................. 17 4. Railway undertakings and global rail traffic ............................................. 23 4.1. Railway undertakings ................................................................................................ 24 4.2. Total rail traffic ......................................................................................................... -
List of Numeric Codes for Railway Companies (RICS Code) Contact : [email protected] Reference : Code Short
List of numeric codes for railway companies (RICS Code) contact : [email protected] reference : http://www.uic.org/rics code short name full name country request date allocation date modified date of begin validity of end validity recent Freight Passenger Infra- structure Holding Integrated Other url 0006 StL Holland Stena Line Holland BV NL 01/07/2004 01/07/2004 x http://www.stenaline.nl/ferry/ 0010 VR VR-Yhtymä Oy FI 30/06/1999 30/06/1999 x http://www.vr.fi/ 0012 TRFSA Transfesa ES 30/06/1999 30/06/1999 04/10/2016 x http://www.transfesa.com/ 0013 OSJD OSJD PL 12/07/2000 12/07/2000 x http://osjd.org/ 0014 CWL Compagnie des Wagons-Lits FR 30/06/1999 30/06/1999 x http://www.cwl-services.com/ 0015 RMF Rail Manche Finance GB 30/06/1999 30/06/1999 x http://www.rmf.co.uk/ 0016 RD RAILDATA CH 30/06/1999 30/06/1999 x http://www.raildata.coop/ 0017 ENS European Night Services Ltd GB 30/06/1999 30/06/1999 x 0018 THI Factory THI Factory SA BE 06/05/2005 06/05/2005 01/12/2014 x http://www.thalys.com/ 0019 Eurostar I Eurostar International Limited GB 30/06/1999 30/06/1999 x http://www.eurostar.com/ 0020 OAO RZD Joint Stock Company 'Russian Railways' RU 30/06/1999 30/06/1999 x http://rzd.ru/ 0021 BC Belarusian Railways BY 11/09/2003 24/11/2004 x http://www.rw.by/ 0022 UZ Ukrainski Zaliznytsi UA 15/01/2004 15/01/2004 x http://uz.gov.ua/ 0023 CFM Calea Ferată din Moldova MD 30/06/1999 30/06/1999 x http://railway.md/ 0024 LG AB 'Lietuvos geležinkeliai' LT 28/09/2004 24/11/2004 x http://www.litrail.lt/ 0025 LDZ Latvijas dzelzceļš LV 19/10/2004 24/11/2004 x http://www.ldz.lv/ 0026 EVR Aktsiaselts Eesti Raudtee EE 30/06/1999 30/06/1999 x http://www.evr.ee/ 0027 KTZ Kazakhstan Temir Zholy KZ 17/05/2004 17/05/2004 x http://www.railway.ge/ 0028 GR Sakartvelos Rkinigza GE 30/06/1999 30/06/1999 x http://railway.ge/ 0029 UTI Uzbekistan Temir Yullari UZ 17/05/2004 17/05/2004 x http://www.uzrailway.uz/ 0030 ZC Railways of D.P.R.K. -
JR East Technical Review No.27-AUTUMN.2013
Interpretive article Clarification of Mechanism of Shinkansen Derailment in the 2011 Great East Japan Earthquake and Countermeasures Against Earthquakes Kenji Horioka Director, Safety Research Laboratory, Research and Development Center of JR East Group The Great East Japan Earthquake of March 11, 2011 resulted in tremendous damage to JR East railway facilitates due to seismic vibration and the ensuing tsunami. One incident was the derailment of a Tohoku Shinkansen train making a test run near Sendai Station. This marked the second time a JR East Shinkansen train had derailed, following that in the 2004 Mid Niigata Prefecture Earthquake. This article will cover the derailment accident investigation and its findings along with issues and lessons discovered in the process of that investigation. It will also cover past countermeasures against earthquakes and future issues in R&D. 1 Introduction of the process of clarifying derailment accident phenomena, lessons learned through that, and new issues that came up in Broad-ranging damage was suffered in the JR East area due to light the recent earthquake. seismic vibration and the ensuing tsunami of the Great East In clarifying derailment accident phenomena, we received Japan Earthquake of March 11, 2011. The earthquake was huge, much technical guidance from the Railway Technical Research measuring a magnitude (MW) of 9.0 (approx. 1,000 times the Institute (RTRI) related to issues such as analyzing response of energy of the 1995 Great Hanshin-Awagi Earthquake), but we structures affected by seismic motion and analyzing rolling stock were fortunate in that there were no major injuries to passengers. behavior. I would like to take this opportunity to express our JR East did, however, suffer unprecedented damage including gratitude for their assistance. -
Railwayoccurrencerepo Rt
RAILWAY OCCURRENCE REPORT 05-109 tourist Trains Linx and Snake, derailments, Driving 20 February 2005 - Creek Railway, Coromandel 3 March 2005 TRANSPORT ACCIDENT INVESTIGATION COMMISSION NEW ZEALAND The Transport Accident Investigation Commission is an independent Crown entity established to determine the circumstances and causes of accidents and incidents with a view to avoiding similar occurrences in the future. Accordingly it is inappropriate that reports should be used to assign fault or blame or determine liability, since neither the investigation nor the reporting process has been undertaken for that purpose. The Commission may make recommendations to improve transport safety. The cost of implementing any recommendation must always be balanced against its benefits. Such analysis is a matter for the regulator and the industry. These reports may be reprinted in whole or in part without charge, providing acknowledgement is made to the Transport Accident Investigation Commission. Report 05-109 tourist Trains Linx and Snake derailments Driving Creek Railway Coromandel 20 February 2005 - 3 March 2005 Abstract On Sunday 20 February 2005 at about 1300, the Driving Creek Train Linx derailed at Peg 1660. The rear bogie of the last passenger set derailed and was dragged about 15 m before one of the derailment bars hit a rail joint fishplate, causing the rear bogie to jump further to the left-hand side of the track. One passenger received moderate injuries. In the afternoon of Sunday 27 February 2005, the rear bogie of the last passenger set of the Train Linx derailed to the inside of a tight right-hand curve at Peg 1270 on the Driving Creek Railway. -
Lateral Guidance of All-Wheel Steered Multiple-Articulated Vehicles
Lateral guidance of all-wheel steered multiple-articulated vehicles Citation for published version (APA): Bruin, de, D. (2001). Lateral guidance of all-wheel steered multiple-articulated vehicles. Technische Universiteit Eindhoven. https://doi.org/10.6100/IR544960 DOI: 10.6100/IR544960 Document status and date: Published: 01/01/2001 Document Version: Publisher’s PDF, also known as Version of Record (includes final page, issue and volume numbers) Please check the document version of this publication: • A submitted manuscript is the version of the article upon submission and before peer-review. There can be important differences between the submitted version and the official published version of record. People interested in the research are advised to contact the author for the final version of the publication, or visit the DOI to the publisher's website. • The final author version and the galley proof are versions of the publication after peer review. • The final published version features the final layout of the paper including the volume, issue and page numbers. Link to publication General rights Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of accessing publications that users recognise and abide by the legal requirements associated with these rights. • Users may download and print one copy of any publication from the public portal for the purpose of private study or research. • You may not further distribute the material or use it for any profit-making activity or commercial gain • You may freely distribute the URL identifying the publication in the public portal.