DOCSLIB.ORG

The French Train ~1 Grande Vitesse: Focusing on the TGV-Atlantique

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
The French Train ~1 Grande Vitesse: Focusing on the TGV-Atlantique CaliforniaHigh Speed Rail Series The French Train ~1 Grande Vitesse: Focusing on the TGV-Atlantique Walter C. Streeter April 1992 Working Paper, No. 100 The University of California Transportation Center University of California Berkeley, CA94720 The University of California Transportation Center The University of California Center aclivilies. Researchers Transporlalion Center (UCTC) at other universities within is one of ten regional units the region also have opporlu- maudaled l)y Congress and nilies to collaborate on selec- established in Fall 1988 to led sludies. Currently facully supporl research, educalion, at California State University, and training in surface trans- Long Beach, and at Arizona portation. The l.IC Cenler State University, Tempe, are serves federal Region IX and active participants. is supported by matching grants from the U.S. Depart- UCTC’seducational and menl of Transportation, lhe research i)rograms are focused California State Department on strategic planning for of Transporlalion (Callrans). improving metropolitan and the University. accessibility, with emphasis on the special conditions in Based on the Berkeley Region IX. Parlicular attention Campus, UCTCdraws upon is directed to strategies for existing capabililies and using transportation as an resources of the Institutes of instrument of economic Transportation Studies at development, while also ac- Berkeley, Davis, and lrvine: commodating to the re- the Institute of Urban and gion’s persistent expansion Regional Development at and while maintaining and Berkeley; the Graduate enhancing lhe quality of School of Architecture and life there. Urban Planning at Los Angeles; and several aca- The Center distributes reports demic departments at the on its research in working Berkeley, Davis, Irvine, and papers, monographs, and in Los Angeles campuses. reprints of published arti- Facully and students on other cles. For a list of publications University of California in print, write to the address campuses may parlicipale in below. Universityof California TransportationCenter 108 NavalArchilecture Building Berkeley, California 94720 Tel: 4151643-7378 FAX:-115/643-5456 Authnrs of papers reporting on UCT(]-sponsaredresearch are .qolely responsible for their content. This research wassupported by Ihe U.S. Departmentof Transportation and the California State Deparlmentof Transportation.neither of whichassumes liability fur its content or use. The French Train h Grande Vitesse: Focusing on the TGV-Atlantique WalterC. Streeter Institute of Urban and Regional Development University of California at Berkeley CALIFORNIAHIGH SPEED RAIL SERIES WorkingPaper, No. 100 TheUniversity of California TransportationCenter Universityof California at Berkeley TABLE OF CONTENTS LIST OF FIGURES ii PREFACE iv INTRODUCTION .,¢. 1. GENERAL BACKGROUND 1 2. ENGINEERING-TRACKS/ROUTE/STRUCTURES 8 3. ENGINEERING- TRAINS 16 4. TGV-A SERVICE 26 5. ECONOMICRESULTS 35 6. ENVIRONMENTALIMPACTS 47 7. SUMMARY 51 APPENDICES 57 A: TGV-ATrain Counts from Paris-Montparnasse B: One-wayTGV-A Fares from Paris-Montparnasse C: Summaryof TGV-ACharacteristics D: Average Speeds for Selected TGV.ARuns E: Sample Pages from the TGV-APublished Schedule F: Alignmentand Profile of the TGV-ADedicated Track Segments G: Financial History of the TGV-PSE BIBLIOGRAPHY 71 LIST OF FIGURES PAGE Figure 1: TGV-PSE Network 2 (SNCJr.Dtrectton de la Communication) Figure 2: TGV-AService Network 4 (SNCF.DlrectIon de la Commun!eatton,"Yb-qZ in a faw flguras.’) Figure 3: TGW-ADedicated Track Segments (Mtchel DVPUIS, "Le programme d’explottatton du TGVAtlanttque,"p. 741) Figure 4: Planned High Speed lanes in France 7 (lntemattonalRaitwayJournal, July 199I, p. 48) Figure 5: TGV-ATypical Track Cross-Section (Ettenna CHAMBRON,"Aa condutte du projet TGV Atlantktue et les Travaux de g~tectvtt," p. 664) Figure 6: "Twinning"of Existing TGV-ARight of Waywith Existing Infrastructure 11 (CHAMBRON,p. 665) Figure 7: TGV-AMajor Structures 13 (CHAMBRON,p. 673) Figure 8: Typical Cross-Section-ViLlejust Tunnel 15 (CHAMBRON,p. 676) Figure 9: Typical Cross-Section-Vouvray Tunnel 17 (C2tAMBRON,p. 676) Figure 10: Typical Cross-Sectton--Sceaux and Fontenay Tunnels 18 (C21AMBRON,p. 675) Figure 11: Typical Cross-Section-Cut & Cover Tunnel at Briis-sous-Forges 19 (CHAMBRON,p. 678) Figure 12: Typical Cut & Cover Assembly-Pre-Cast and Poured-in-Place Concrete Construction 2O (CHAMBRON,p. 678) Figure 13: TGV-ASynchronous Motor 21 (Andrd COSSIE, "La cha~ne de traction par moteurs syncbrones autoptloMs," p. 737) Figure 14: TGV-AStandard Trainset 23 (PhtlIppe HERISSE,"Atlanttque, le TGVde deu.~rae gdn6ratton,"p. 12) Figure 15: TGV-APriority Marketing Targets 3O (Gg, rard HAIAUNBRFaVNF~"Ddmarcbe Marketing at TGVAtlanttqua," p. 755) Figure 16: Sample One-WayFares to Selected Cities 32 (SNCF.Gutde du Voyageur, 30 Sept 90-1June 91) Figure 17: TGV-AService Network 34 (SNCF.Dtrectton de la Communication, "TGWin a few figures.") Figure 18. Construction Costs--TGV-A 36 (Daniel I. ROTH,"The TGVSystem," p. 52) Figure 19" SNCFInvestment Trends, 1977-1994 37 (Ix, Vie du Rail, No. 2229,Jan 1990, p. I7) Figure 20: CIGGTCost Estimates--TGV In California, LISA 39 (aGGT, "Maglev Technology Assessraent, Task 9.2," 28July 1986, pp. 83-125) Figure 21: Trends in Air Traffic--Paris-Lyon Corridor 43 (Claude BERLIOZ,"Las r~ultats du TGVParls- Sud-Est," p. 764) Figure 22: Air-Rail Market Shares--Paris-Lyon Corridor 44 (BERLIOZ, p. 765) Figure 23: Fare Comparison-TGV-A(SNCF) and Air Inter 46 (La Vie du Rail, No. 2228,Jan 90, p. 18) Figure 24: Wildlife Protection Measures 49 (Etienne CHAMBRONandJ. ESCARON,"New Lines: TGV Atlantique and the envtronment," Ratl Internattonal, 0ct87, pp. 31, 32) Figure 25: Noise Barriers 50 (7obn G. WALKER,"Technology Tames the Noise Problem," Railway Gazette International, July 1989, p. 478) Figure 26: Noise Pattern Comparison 52 O~rmJw~p. 477) Figure 27: Train Noise as a Function of Distance and Adjacent Land Use 53 (CHAMBRON,p. 667) iii PREFACE This is one of a series of reports nowbeing producedas the first output of our study of the potential for a high-speedpassenger train service in California. Each report deals with a specific high- speed train technology; it attempts an evaluation, standardized as far as available data permit, of its technical and economicviability. Specifically, each report assesses the particular high-speed technology against a numberof criteria: 1. Technical Performance:configuration of roadbed in terms of gradients, curvature, and construction cost; powersources; capacity and speed; capacity to integrate with existing transportationfacilities. 2. Economicperformance: traffic levels; revenues; financial appraisal and overall cost- benefit analysis; level of public subsidy required, if any. 3. Resource consumption and environmental performance: type and amount of energy required; impact on non-renewableresources; environmental impact, including emissions, noise, visual intrusion and effect on local communities. The present series includes five studies. Twocompanion studies, on British Rail’s InterCity 125 and 225 services and on Tilting Trains (the Italian Pendolino and the SwedishX-2000 service), will follow shortly. Thereafter, a systematic comparativeanalysis will be published. The CalSpeedstudy will continue with preliminary route alignments, also to be produced shortly, followed by market assessments, to be completed in Fall 1992. These will bring to a close the present phase of work, which will be the subject of an overall report also to be completedin Fall 1992. Wegratefully acknowledgethe support provided by the U.S. Department of Transportation and the California State Departmentof Transportation (Caltrans) through the University of California Transportation Center. Of course, any errors of fact or interpretation should be assigned to us and not our sponsors. PETER HALL Principal Investigator REVIEW AND EVALUATEEXISTING SYSTEMS: TGV and TGV-ATLANTIQUE INTRODUCTION The purpose of evaluating the French Train ~ GrandeVitesse (TGV)system is to allow its com- parison with other systems and technologies for use in California. The TGVsystem in France is a speciallzed system that has undergone several technological transformations since its inception. For purposes of technical evaluation, this report concentrates on the latest incarnation of the growing family of TGVtrain technologies: the TGV-Atlantique. General information on the opera- tion of the high speed system within the established framework of the conventional network and the railway’s philosophies of marketing and operations pertain to the high speed system as a whole. This task involved collecting and evaluating information on: 1. Current technical development 2. Status of future use proposals both in Europe and worldwide The following major subject areas are examined in this report: 1. General Background 2. Engineering-Tracks/Route/Structures 3. Engineering-Trains 4. Services/Service Level 5. Economic Results 6. Environmental Impacts 7. Summary It should be noted that the TGV-Atlantiquesystem is fairly new; service began in late 1990. Where appropriate, particularly in measures of financial and operational performance, data and other information pertaining to the TGV-Paris-SudEst line will be offered. All data will be referenced accordingly. The following abbreviations are used in this report: TGV Train ~ Grande Vitesse (High Speed Train) TGV-A TGV.Atlantique TGV-PSE TGV-Paris-Sud Est TGV-N TGV-Nord SNCF Soci~t~ Nationale des Chemins de Fer (French National
Load more

Recommended publications
  • Modell Des THALYS PBKA
    Modell des THALYS PBKA 37791 Inhaltsverzeichnis Seite Sommaire Page Informationen zum Vorbild 4 Informations concernant la locomotive réelle 5 Hinweise zur Inbetriebnahme 6 Indications relatives à la mise en service 6 Sicherheitshinweise 10 Remarques importantes sur la sécurité 14 Allgemeine Hinweise 10 Informations générales 14 Funktionen 10 Fonctionnement 14 Schaltbare Funktionen 11 Fonctions commutables 15 Parameter / Register 26 Paramètre / Registre 26 Wartung und Instandhaltung 27 Entretien et maintien 27 Ersatzteile 33 Pièces de rechange 33 Table of Contents Page Inhoudsopgave Pagina Information about the prototype 4 Informatie van het voorbeeld 5 Notes about using this model for the first time 6 Opmerking voor de ingebruikname 6 Safety Notes 12 Veiligheidsvoorschriften 16 General Notes 12 Algemene informatie 16 Functions 12 Functies 16 Controllable Functions 13 Schakelbare functies 17 Parameter / Register 26 Parameter / Register 26 Service and maintenance 27 Onderhoud en handhaving 27 Spare Parts 33 Onderdelen 33 2 Indice de contenido Página Innehållsförteckning Sida No tas para la puesta en servicio 6 Anvisningar för körning med modellen 6 Aviso de seguridad 18 Säkerhetsanvisningar 22 Informaciones generales 18 Allmänna informationer 22 Funciones 18 Funktioner 22 Funciones posibles 19 Kopplingsbara funktioner 23 Parámetro / Registro 26 Parameter / Register 26 El mantenimiento 27 Underhåll och reparation 27 Recambios 33 Reservdelar 33 Indice del contenuto Pagina Indholdsfortegnelse Side Avvertenza per la messa in esercizio 6 Henvisninger
    [Show full text]
  • 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 .
    [Show full text]
  • HO Scale Price List 2019
    GAUGEMASTER HO Scale price list 2019 Prices correct at time of going to press and are subject to change at any time Post free option is available for orders above a value of £15 to mainland UK addresses*. Non-mainland UK orders are posted at cost. Orders to non-EC destinations are VAT free. *Except orders containing one or more items above a length of 600mm and below a total order value of £25. Order conforming to this exception will be charged carriage at cost (not to exceed £4.95) Gaugemaster Controls Ltd Gaugemaster House Ford Road Arundel West Sussex BN18 0BN Tel - (01903) 884321 Fax - (01903) 884377 [email protected] [email protected] [email protected] Printed: 06/09/2019 KEY TO PRICE LISTS The following legends appear at the front of the Product Name for certain entries: * : New Item not yet available # : Not in production, stock available #D# : Discontinued, few remaining #P# : New Item, limited availability www.gaugemaster.com Registered in England No: 2714470. Registered Office: Gaugemaster House, Ford Road, Arundel, West Sussex, BN18 0BN. Directors: R K Taylor, D J Taylor. Bankers: Royal Bank of Scotland PLC, South Street, Chichester, West Sussex, England. Sort Code: 16-16-20 Account No: 11318851 VAT reg: 587 8089 71 1 Contents Atlas 3 Magazines/Books 38 Atlas O 5 Marklin 38 Bachmann 5 Marklin Club 42 Busch 5 Mehano 43 Cararama 8 Merten 43 Dapol 9 Model Power 43 Dapol Kits 9 Modelcraft 43 DCC Concepts 9 MRC 44 Deluxe Materials 11 myWorld 44 DM Toys 11 Noch 44 Electrotren 11 Oxford Diecast 53 Faller 12
    [Show full text]
  • The Effect of Pendolino High-Speed Rail on the Structure of Buildings Located in the Proximity of Railway Tracks
    Int. J. of Applied Mechanics and Engineering, 2016, vol.21, No.1, pp.231-238 DOI: 10.1515/ijame-2016-0015 Technical note THE EFFECT OF PENDOLINO HIGH-SPEED RAIL ON THE STRUCTURE OF BUILDINGS LOCATED IN THE PROXIMITY OF RAILWAY TRACKS K. GRĘBOWSKI* and Z. ULMAN Department of Structural Mechanics Faculty of Civil and Environmental Engineering Department of Technical Bases of Architectural Design Faculty of Architecture Gdansk University of Technology ul. Narutowicza 11/12, 80-233 Gdansk, POLAND E-mails: [email protected]; [email protected] The following research focuses on the dynamic analysis of impact of the high-speed train induced vibrations on the structures located near railway tracks. The office complex chosen as the subject of calculations is located in the northern part of Poland, in Gdańsk, in the proximity of Pendolino, the high speed train route. The high speed trains are the response for the growing needs for a more efficient railway system. However, with a higher speed of the train, the railway induced vibrations might cause more harmful resonance in the structures of the nearby buildings. The damage severity depends on many factors such as the duration of said resonance and the presence of additional loads. The studies and analyses helped to determinate the method of evaluating the impact of railway induced vibrations on any building structure. The dynamic analysis presented in the research is an example of a method which allows an effective calculation of the impact of vibrations via SOFISTIK program. Key words: high-speed trains, FEM, dynamic analysis, railway tracks, structural damage.
    [Show full text]
  • 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.
    [Show full text]
  • 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
    [Show full text]
  • Changing Tracks
    CHANGING TRACKS TOWARDS BETTER INTERNATIONAL PASSENGER TRANSPORT BY TRAIN JULY 2020 About the Council for the Environment and Infrastructure Composition of the Council The Council for the Environment and Infrastructure (Raad voor de Jan Jaap de Graeff, Chair leefomgeving en infrastructuur, Rli) advises the Dutch government and Marjolein Demmers MBA Parliament on strategic issues concerning the sustainable development Prof. Pieter Hooimeijer of the living and working environment. The Council is independent, and Prof. Niels Koeman offers solicited and unsolicited advice on long-term issues of strategic Jeroen Kok importance to the Netherlands. Through its integrated approach and Annemieke Nijhof MBA strategic advice, the Council strives to provide greater depth and Ellen Peper breadth to the political and social debate, and to improve the quality Krijn Poppe of decision-making processes. Prof. Co Verdaas Em. Prof. André van der Zande Junior members of the Council Sybren Bosch MSc Mart Lubben MSc Ingrid Odegard MSc General secretary Ron Hillebrand PhD The Council for the Environment and Infrastructure (Rli) Bezuidenhoutseweg 30 P.O. Box 20906 2500 EX The Hague The Netherlands [email protected] www.rli.nl CHANGING TRACKS PRINT 2 CONTENTS SUMMARY 5 3.3 Transport services: New international services and the train as an attractive option 31 3.4 Traffic services: More efficient capacity allocation and more PART 1: ADVICE 8 use of information technology 33 3.5 Infrastructure: Invest in connections to the east 34 1 INTRODUCTION 9 1.1 Background 9 1.2
    [Show full text]
  • Global Competitiveness in the Rail and Transit Industry
    Global Competitiveness in the Rail and Transit Industry Michael Renner and Gary Gardner Global Competitiveness in the Rail and Transit Industry Michael Renner and Gary Gardner September 2010 2 GLOBAL COMPETITIVENESS IN THE RAIL AND TRANSIT INDUSTRY © 2010 Worldwatch Institute, Washington, D.C. Printed on paper that is 50 percent recycled, 30 percent post-consumer waste, process chlorine free. The views expressed are those of the authors and do not necessarily represent those of the Worldwatch Institute; of its directors, officers, or staff; or of its funding organizations. Editor: Lisa Mastny Designer: Lyle Rosbotham Table of Contents 3 Table of Contents Summary . 7 U.S. Rail and Transit in Context . 9 The Global Rail Market . 11 Selected National Experiences: Europe and East Asia . 16 Implications for the United States . 27 Endnotes . 30 Figures and Tables Figure 1. National Investment in Rail Infrastructure, Selected Countries, 2008 . 11 Figure 2. Leading Global Rail Equipment Manufacturers, Share of World Market, 2001 . 15 Figure 3. Leading Global Rail Equipment Manufacturers, by Sales, 2009 . 15 Table 1. Global Passenger and Freight Rail Market, by Region and Major Industry Segment, 2005–2007 Average . 12 Table 2. Annual Rolling Stock Markets by Region, Current and Projections to 2016 . 13 Table 3. Profiles of Major Rail Vehicle Manufacturers . 14 Table 4. Employment at Leading Rail Vehicle Manufacturing Companies . 15 Table 5. Estimate of Needed European Urban Rail Investments over a 20-Year Period . 17 Table 6. German Rail Manufacturing Industry Sales, 2006–2009 . 18 Table 7. Germany’s Annual Investments in Urban Mass Transit, 2009 . 19 Table 8.
    [Show full text]
  • The Effect of Beijing-Shanghai High-Speed Railway on the Economic Development of Prefecture-Level Cities Along the Line Based on DID Model
    E3S Web of Conferences 235, 01016 (2021) https://doi.org/10.1051/e3sconf/202123501016 NETID 2020 The Effect of Beijing-Shanghai High-Speed Railway on the Economic Development of Prefecture-Level Cities Along the Line Based on DID Model Ma Yuzhou1 1School of Economics and Management, Beijing Jiaotong University, Beijing, China Abstract. High-speed railway has an essential impact on the economic and social development of the regions along the line. Based on the Beijing-Shanghai high-speed railway, this paper constructs the DID model and analyzes the impact of Beijing-Shanghai high-speed railway on the economic development of prefecture-level cities along the route from the empirical perspective. The empirical analysis results show that the Beijing- Shanghai high-speed railway has a significant negative impact on the per capita GDP of prefecture-level cities along the line in the short term, mainly because the agglomeration effect is greater than the diffusion effect. Therefore, small cities should actively think about how to deal with the agglomeration effect caused by the construction of high-speed rail. billion yuan. The line is a project with the most massive 1 Introduction scale and highest technique since the founding of China. The BSHSR, which owns faster speed, fewer stops, and Since the opening of Beijing-Tianjin intercity high-speed more running trains, adds a vital passenger transport railway in 2008, China's high-speed railway (abbreviated channel for the eastern region. BSHSR improves the to “HSR”, for short) has stepped into a rapid expansion transportation capacity of Beijing-Shanghai line, meets stage, and the "four vertical and four horizontal" HSR the ever-growing travel demand of passengers, and network planned and constructed by the state has taken strengthens the connection between the two urban clusters shape.
    [Show full text]
  • Brochure.Pdf
    PAID Standard Presorted Presorted U.S. Postage Postage U.S. Permit #1608 Permit Baltimore, MD Baltimore, Graduation is approaching! Celebrate this milestone and significant achievement with The Ohio State University Alumni Association’s trip for graduating seniors, Classic Europe. UP TO $200 CLASSIC EUROPE This comprehensive tour offers the chance to visit some of the world’s UNLEASH YOUR INNER ADVENTURER. must-see destinations before settling down into a new job or graduate school. It offers the opportunity for fun, hassle-free travel with other graduates, insights into other people, places and cultures – a source of personal enrichment, SAVE experiences that broaden one’s worldview and provide an advantage in today’s global job market - a vacation to remember and a reward for all the hard work. Travelers see amazing sites, such as Big Ben, the Eiffel Tower, and the Roman Forum on this 12-day, 4-country exploration and can add a 5-day extension to relax in the Greek Isles and explore ancient Athens. Past travelers have commented, “This was a trip of a life-time” – “I learned a lot from other cultures and definitely grew as a person” and “Not only was this a vacation, it was a wake-up call to see the world!” Travelers can feel confident that they will get the most out of their time in Europe with the aid of a private tour director and local city historians. Education does not stop after graduation, it is a life-long process and travel is a fantastic way to augment one’s knowledge. After reviewing the information, we hope you’ll agree – this exciting adventure is the perfect way to celebrate! Best regards, Debbie Vargo OR VISIT WWW.AESU.COM/OSU-GRADTRIP VISIT OR FOR DETAILS OR TO BOOK, CALL 1-800-852-TOUR CALL BOOK, TO OR DETAILS FOR EARLY BIRD DISCOUNT - EARLY DECEMBER 3, 2019 IN FULL BY BOOK AND PAY Longaberger Alumni House Alumni Longaberger River Road 2200 Olentangy Ohio 43210 Columbus, Director, Alumni Tours The Ohio State University Alumni Association, Inc.
    [Show full text]
  • Trainset Presentation
    4/15/2015 California High-Speed Rail Common Level Boarding and Tier III Trainsets Peninsula Corridor Joint Powers Board Level Boarding Workshop May 2015 1 Advantages of Common Level Boarding • Improved operations at common stations (TTC, Millbrae, Diridon) • Improved passenger circulation • Improved safety • Improved Reliability and Recovery Capabilities • Significantly reduced infrastructure costs • Improved system operations • Accelerated schedule for Level Boarding at all stations 2 1 4/15/2015 Goals for Commuter Trainset RFP • Ensure that Caltrain Vehicle Procurement does not preclude future Common Level Boarding Options • Ensure that capacity of an electrified Caltrain system is maximized • Identify strategies that maintain or enhance Caltrain capacity during transition to high level boarding • Develop transitional strategies for future integrated service 3 Request for Expressions of Interest • In January 2015 a REOI was released to identify and receive feedback from firms interested in competing to design, build, and maintain the high-speed rail trainsets for use on the California High-Speed Rail System. • The Authority’s order will include a base order and options up to 95 trainsets. 4 2 4/15/2015 Technical Requirements - Trainsets • Single level EMU: • Capable of operating in revenue service at speeds up to 354 km/h (220 mph), and • Based on a service-proven trainset in use in commercial high speed passenger service at least 300 km/h (186 mph) for a minimum of five years. 5 Technical Requirements - Trainsets • Width between 3.2 m (10.5 feet) to 3.4 m (11.17 feet) • Maximum Length of 205 m (672.6 feet). • Minimum of 450 passenger seats • Provide level boarding with a platform height above top of rail of 1219 mm – 1295 mm (48 inches – 51 inches) 6 3 4/15/2015 Submittal Information • Nine Expressions of Interest (EOI) have been received thus far.
    [Show full text]
  • Ground-Borne Vibration Measurements of High-Speed Trains
    Ground-Borne Vibration Measurement@ of High-Speed Trains David A. Towers and Hugh J. Saurenman Harris Miller Miller & Hanson Inc., 15 New England Executive Park, Burlington, Massachusetts 01803 USA Abstract: Ground-borne vibration measurements of high-speed train operations were carried out in France for the TGV (Nerd) and Eurostar trains, in Italy for the Pendolino ETR-450 trains and in Sweden for the X2000 trains. The results indicated a wide spread in the vibration data between the trainsets, and suggested that much of the difference is due to variations in the site geology rather than differences in suspension, axle load or wheel conditions of the trainsets. BACKGROUND Ground-borne vibration measurements ofhigh-speed train operations were carried out in Europe for the TGV (Nerd), Eurostar, Pendolino ETR-450 and X2~ trainsets. The objective of the measurements was to develop vibration- prediction models for a new guidance manual to be published by the U, S. Federal Railroad Administration on “High Speed Ground Transportation Noise and Vibration Impact Assessment.” The tests included measurements of ground- borne vibration at various distances from the track as well as an experimental method to characterize the ground vibration propagation characteristics at each measurement site (1). The propagation test procedure consists of dropping a weight on the ground and simultaneously measuring the impact force and the vibration pulses at various distances from the impact point. The transfer functions between the vibration pulses and the force impulse are then used to characterize vibration propagation. Assuming a linear system, these transfer functions define the relationship between any type of exciting force and the resulting ground vibration.
    [Show full text]