Combined Tram Metro Train and Railway Trains
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The Myth of the Standard Gauge
The Myth of the Standard Guage: Rail Guage Choice in Australia, 1850-1901 Author Mills, John Ayres Published 2007 Thesis Type Thesis (PhD Doctorate) School Griffith Business School DOI https://doi.org/10.25904/1912/426 Copyright Statement The author owns the copyright in this thesis, unless stated otherwise. Downloaded from http://hdl.handle.net/10072/366364 Griffith Research Online https://research-repository.griffith.edu.au THE MYTH OF THE STANDARD GAUGE: RAIL GAUGE CHOICE IN AUSTRALIA, 1850 – 1901 JOHN AYRES MILLS B.A.(Syd.), M.Prof.Econ. (U.Qld.) DEPARTMENT OF ACCOUNTING, FINANCE & ECONOMICS GRIFFITH BUSINESS SCHOOL GRIFFITH UNIVERSITY Submitted in fulfilment of the requirements of the degree of Doctor of Philosophy July 2006 ii ABSTRACT This thesis describes the rail gauge decision-making processes of the Australian colonies in the period 1850 – 1901. Federation in 1901 delivered a national system of railways to Australia but not a national railway system. Thus the so-called “standard” gauge of 4ft. 8½in. had not become the standard in Australia at Federation in 1901, and has still not. It was found that previous studies did not examine cause and effect in the making of rail gauge choices. This study has done so, and found that rail gauge choice decisions in the period 1850 to 1901 were not merely one-off events. Rather, those choices were part of a search over fifty years by government representatives seeking colonial identity/autonomy and/or platforms for election/re-election. Consistent with this interpretation of the history of rail gauge choice in the Australian colonies, no case was found where rail gauge choice was a function of the disciplined search for the best value-for-money option. -
Derailment of Freight Train 9204V, Sims Street Junction, West Melbourne
DerailmentInsert document of freight title train 9204V LocationSims Street | Date Junction, West Melbourne, Victoria | 4 December 2013 ATSB Transport Safety Report Investigation [InsertRail Occurrence Mode] Occurrence Investigation Investigation XX-YYYY-####RO-2013-027 Final – 13 January 2015 Cover photo source: Chief Investigator, Transport Safety (Vic) This investigation was conducted under the Transport Safety Investigation Act 2003 (Cth) by the Chief Investigator Transport Safety (Victoria) on behalf of the Australian Transport Safety Bureau in accordance with the Collaboration Agreement entered into on 18 January 2013. Released in accordance with section 25 of the Transport Safety Investigation Act 2003 Publishing information Published by: Australian Transport Safety Bureau Postal address: PO Box 967, Civic Square ACT 2608 Office: 62 Northbourne Avenue Canberra, Australian Capital Territory 2601 Telephone: 1800 020 616, from overseas +61 2 6257 4150 (24 hours) Accident and incident notification: 1800 011 034 (24 hours) Facsimile: 02 6247 3117, from overseas +61 2 6247 3117 Email: [email protected] Internet: www.atsb.gov.au © Commonwealth of Australia 2015 Ownership of intellectual property rights in this publication Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this publication is owned by the Commonwealth of Australia. Creative Commons licence With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence. Creative Commons Attribution 3.0 Australia Licence is a standard form license agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work. -
Production Plants for Concrete Pre-Stressed and Post-Tensioned Sleepers, Turnout Bearers and Slabs
PRODUCTION PLANTS FOR CONCRETE PRE-STRESSED AND POST-TENSIONED SLEEPERS, TURNOUT BEARERS AND SLABS Some of our references Updated on 31st October 2016 Type of Plant Carousel Type of Sleeper FSV 35 P Length of sleeper [m] 2,30 Type of fastening Pandrol AP6, K, Vossloh SCAC SCAC S.p.A. Productive capacity 300.000 (sleepers/year) Country Italy Type of Plant Carousel Type of Sleeper FSV 35 P Length of sleeper [m] 2,30 Type of fastening Pandrol AP6, K, Vossloh SCEV S.p.A. SCEV S.p.A. Productive capacity 300.000 (sleepers/year) Country Italy Type of Plant Long Line Type of Sleeper B 70 Length of sleeper [m] 2,60 & & KG Co. Type of fastening Vossloh Productive capacity GmbH 46.800 (sleepers/year) PFLEIDERER INFR. Country Germany Type of Plant Long Line Type of Sleeper Slab Track – Ballastless Type of fastening Pandrol AP6 VIANINI VIANINI IND. S.p.A. Country Italy Plants for railway sleepers - References 3 Type of Plant Carousel Type of Sleeper FSV 35 P Length of sleeper [m] 2,30 Type of fastening Pandrol e-clip, K, Vossloh Productive capacity STIARM S.p.A. 500.000 (sleepers/year) Country Italy Type of Plant Carousel Type of Sleeper Polivalente dual Gauge Length of sleeper [m] 2,60 Type of fastening Vossloh Productive capacity 500.000 DELTA SA SA DELTA FCC (sleepers/year) Country Spain Type of Plant Long Line Type of Sleeper Polivalente Dual Gauge - AI Length of sleeper [m] 2,60 Type of fastening Vossloh Productive capacity 190.000 TRAVIPOS TRAVIPOS S.A. -
Application Prerequisites for Tram-Train-Systems in Central
A CHECKLIST FOR SUCCESSFUL APPLICATION OF TRAM-TRAIN SYSTEMS IN EUROPE Lorenzo Naegeli (corresponding author) Swiss Federal Institute of Technology (ETH) Institute for Transport Planning and Systems (IVT) Wolfgang-Pauli-Strasse 15 8093 Zürich Switzerland tel + 41 44 633 72 36 fax + 41 44 633 10 57 e-mail [email protected] www http://www.ivt.ethz.ch/people/lnaegeli Prof. Dr. Ulrich Weidmann Swiss Federal Institute of Technology (ETH) Institute for Transport Planning and Systems (IVT) Wolfgang-Pauli-Strasse 15 8093 Zurich Switzerland [email protected] http://www.ivt.ethz.ch/people/ulrichw/index_EN Andrew Nash Vienna Transport Strategies Bandgasse 21/15 1070 Vienna Austria [email protected] http://www.andynash.com/about/an-resume.html words: 5,188 figures: 6 tables: 3 09.03.2012 Naegeli, Weidmann, Nash 2 ABSTRACT Tram-Train systems combine the best features of streetcars with regional rail. They make direct connections between town centers and surrounding regions possible, by physically linking existing regional heavy-rail networks with urban tram-networks. The Tram-Train approach offers many advantages by using existing infrastructure to improve regional transit. However using two very different networks and mixing heavy rail and tram operations increases complexity and often requires compromise solutions. The research surveyed existing systems to identify key requirements for successfully introducing Tram-Train systems. These requirements include network design, city layout, population density, and physical factors (e.g., platform heights). One of the most important factors is cooperation between many actors including transit operators, railways and cities. Tram-Train systems are complex, but can provide significant benefits in the right situations. -
Safety Alert
Safety Alert NOTICE TO RAIL TRANSPORT OPERATORS RSA-2014-03 Date Issued: 20 August 2014 SUBJECT Operational interfaces between Rail Infrastructure Managers and Rolling Stock Operators – mixed and dual gauge turnouts ISSUE On 11 July 2014 a standard gauge interstate passenger train derailed in a facing movement while attempting to negotiate the diverge leg of a Type 37 mixed gauge (1435mm / 1600mm) turnout. The derailment occurred at the wheel transfer area approximately midway along the point blade of the turnout. The train wheelsets had a rim width of 127mm. Due to the design of the wheel transfer area of some mixed and dual gauge turnouts, rolling stock with wheelsets of 127mm rim width are at higher risk of derailment than wheelsets of 140mm rim width. Similar mixed gauge and dual gauge (1435mm / 1600mm) turnouts are used elsewhere on Australian rail networks. Both Rail Infrastructure Managers (RIMs) and Rolling Stock Operators (RSOs) have rail safety duties under the Rail Safety National Law and obligations to manage, so far as is reasonably practicable, the safety of the operator’s railway operations. These duties include: Ensuring they have an appropriate documented set of engineering standards and procedures, and operational systems, safety standards and procedures to cover the following, and, if relevant, the interface between any 2 or more of the following: a) rail infrastructure b) rolling stock c) operational systems. RSA-2014-03 ECM: 42019 Date issued: 20 August 2014 Page 1 of 2 Managing the risks associated with their railway operations, including at the rolling stock / track infrastructure interface (including the wheel / rail interface) which may be managed jointly through track access agreements or similar type agreements. -
Rawie 16ZEB/28A Friction Arresting Buffer Stop at Freight Link Headshunt in Melbourne Only
Engineering Procedure- Form New Equipment & System Approval Proforma Form number: EGP2101F-01 NEW EQUIPMENT & SYSTEM APPROVAL PROFORMA Ref: 14/19018 Note: the prompts given below are only a guide to the information required for approval. Dependent on the type of equipment or system that requires approval delete any section that is not applicable or include additional information if necessary. Mandatory fields are marked with an asterisk (*). 1 Equipment or System to be approved * Rawie 16ZEB/28a Friction Arresting Buffer Stop at Freight Link Headshunt in Melbourne only 2 Originator * Name: Patrick Gray Company: ARTC/RRL 3 Introduction * A new dual gauge freight headshunt was proposed by the Victorian Regional Rail Link Project to replace the previous freight headshunt over the North Melbourne Flyover in order to make way for the new Regional Rail Link Track use of the Flyover to access Southern Cross Station. The new headshunt is comprised of a Section of the new Freight Link Track and the Freight Link Headshunt which branches off the Freight Link Track. To control the risk of rolling stock overrun at the end of the headshunt it was determined through a risk assessment process that a friction buffer stop would be provided with capacity to safely bring a maximum freight train of 4500t to a stand from 15 km/h. The Rawie 16ZEB/28a Friction Arresting Buffer Stop is a non-insulated device capable of arresting centre coupled freight vehicles through a friction shoe braking mechanism that allows impact energy to be dissipated over the nominated length of track. This type of equipment provides enhanced rail safety over traditional fixed buffer stops by providing controlled speed reduction and reduces likelihood of destructive impact and the potential for rolling stock to override the buffer. -
Sheffield Tram Train Pilot One Year on – Lessons Learned
TECHNICAL ARTICLE AS PUBLISHED IN The PWI Journal January 2020 VOLUME 138 PART 1 #thepwi thepwi.org PermanentWayInstitution @PermWayInstit Permanent Way Institution @the_pwi If you would like to reproduce this article, please contact: Kerrie Illsley JOURNAL PRODUCTION EDITOR Permanent Way Institution [email protected] PLEASE NOTE: Every care is taken in the preparation of this publication, but the PWI cannot be held responsible for the claims of contributors nor for the accuracy of the contents, or any consequence thereof. Sheffield tram train pilot One year on – lessons learned AUTHOR INTRODUCTION AND 3. Gauge passenger perception and BACKGROUND acceptance of a light rail Tram Train service; 4. Determine the practical and operational Ian Ambrose In 2006, the DfT and Network Rail set up an issues of extending Tram Trains from the Senior Engineer initiative to explore innovative vehicle options national rail network to a tramway system; Light Rail for urban and rural services as part of the 5. Devise a business case to support the long- Network Rail replacement programme for the current fleet. term operation of Tram Train services in During this exercise, the Tram Train concept was Sheffield/Rotherham and the wider UK; Ian entered the railway revisited following earlier attempts to apply it by 6. Deliver the project within an agreed budget; industry in 1985 as an BR Research in the 1990s. 7. Gain direct experience of the processes that IT specialist involved in would allow Tram Train technology to be the design of vehicle, A Tram Train vehicle is best defined as a tramcar utilised elsewhere in Great Britain infrastructure, operations and commercial capable of running both on street tramway and systems. -
Tram Concept for Skåne Basic Vehicle Parameters REPORT 2012:13 VERSION 1.3 2012-11-09
Tram Concept for Skåne Basic vehicle parameters REPORT 2012:13 VERSION 1.3 2012-11-09 Document information Title Tram Concept for Skåne Report no. 2012:13 Authors Nils Jänig, Peter Forcher, Steffen Plogstert, TTK; PG Andersson & Joel Hansson, Trivector Traffic Quality review Joel Hansson & PG Andersson, Trivector Traffic Client Spårvagnar i Skåne Contact person: Marcus Claesson Spårvagnar i Skåne Visiting address: Stationshuset, Bangatan, Lund Postal address: Stadsbyggnadskontoret, Box 41, SE-221 00 Lund [email protected] | www.sparvagnariskane.se Preface This report illuminates some basic tram vehicle parameters for the planned tramways in Skåne. An important prerequisite is to define a vehicle concept that is open for as many suppliers as possible to use their standard models, but in the same time lucid enough to ensure that the vehicle will be able to fulfil the desired functions and, of course, approved by Swedish authorities. The report will serve as input for the continued work with the vehicle procurement for Skåne. The investigations have been carried out during the summer and autumn of 2012 by TTK in Karlsruhe (Nils Jänig, Peter Forcher, Steffen Plogstert) and Trivector Traffic in Lund (PG Andersson, Joel Hansson). The work has continuously been discussed with Spårvagnar i Skåne (Marcus Claesson, Joel Dahllöf) and Skånetrafiken (Claes Ulveryd, Gunnar Åstrand). Lund, 9 November 2012 Trivector Traffic & TTK Contents Preface 0. Summary 1 1. Introduction 5 1.1 Background 5 1.2 Planned Tramways in Skåne 5 1.3 Aim 5 1.4 Method 6 1.5 Beyond the Scope 7 1.6 Initial values 8 2. Maximum Vehicle Speed 9 2.1 Vehicle Technology and Costs 9 2.2 Recommendations 12 3. -
Track Report 2009 V1:G 08063 PANDROLTEXT
The Journal of Pandrol Rail Fastenings 2009 DIRECT FIXATION ASSEMBLIES Pandrol and the Railways in China................................................................................................page 03 by Zhenping ZHAO, Dean WHITMORE, Zhenhua WU, RailTech-Pandrol China;, Junxun WANG, Chief Engineer, China Railway Construction Co. No. 22, P. R. of China Korean Metro Shinbundang Project ..............................................................................................page 08 Port River Expressway Rail Bridge, Adelaide, Australia...............................................................page 11 PANDROL FASTCLIP Pandrol, Vortok and Rosenqvist Increasing Productivity During Tracklaying...................................................................................page 14 PANDROL FASTCLIP on the Gaziantep Light Rail System, Turkey ...............................................page 18 The Arad Tram Modernisation, Romania .....................................................................................page 20 PROJECTS Managing the Rail Thermal Stress Levels on MRS Tracks - Brazil ...............................................page 23 by Célia Rodrigues, Railroad Specialist, MRS Logistics, Juiz de Fora, MG-Brazil Cristiano Mendonça, Railroad Specialist, MRS Logistics, Juiz de Fora, MG-Brazil Cristiano Jorge, Railroad Specialist, MRS Logistics, Juiz de Fora, MG-Brazil Alexandre Bicalho, Track Maintenance Manager, MRS Logistics, Juiz de Fora, MG-Brazil Walter Vidon Jr., Railroad Consultant, Ch Vidon, Juiz de Fora, MG-Brazil -
Liniennetzplan
Gültig ab 09. Dezember 2018 [ VRN] [ VRN] [ VRN] Liniennetzplan R92 Mainz R2 Mannheim [ VRN] R91 Heidelberg r s t b R51 Neustadt (Weinstr.)/Kaiserslautern S3 Karlsruhe (via Heidelberg) Lingenfeld S4 Bruchsal (via Heidelberg) w b Waghäusel S3, S4 Germersheim (via Heidelberg) R53 Neustadt (Weinstr.) Graben-Neudorf S4 Huttenheim Nord R2 Germersheim Bf S3 b Philippsburg Wiesental zeo w b Bad Schönborn-Kronau b S33 Maikammer-Kirrweiler Rheinsheim w R92 Graben-Neudorf Bf b Germersheim egrkl d 3 Edenkoben w Odenheim 5 b w w d R Mitte/Rhein Germersheim b Menzingen Rietburgbahn b Odenheim Bf f Edesheim w Bad Schönborn b R51 Germersheim Süd Menzingen S33 Hochstetten q p Hochstetten Spöck S33 Odenheim West Knöringen-Essingen Süd/Nolte R92 w b Bahnbrücken Hochstetten Altenheim bj R2 Rinnthal Landau Hbf Spöck Richard-Hecht-Schule Karlsdorf Zeutern Ost Annweiler-Sarnstall jb R92 zeo zeo AnnweilerAlbersweiler am Trifels LandauLandau West Süd VN b w b j S52 Sondernheim Hochstetten Grenzstr. Spöck Hochhaus Gochsheim Siebeldingen-BirkweilerGodramstein Landau S51 Zeutern Bf R55 R57 Ubstadt- b w Bellheim Am Mühlbuckel Linkenheim Schulzentrum Friedrichstal Nord b R55 Pirmasens b b b bj Insheim Weiher Zeutern Sportplatz Münzesheim Ost b 1 zeo 3 R53 9 b R57 Bundenthal S4 S Linkenheim Rathaus Friedrichstal Mitte R [ VRN] Rohrbach Bellheim Bf b Stettfeld Münzesheim Bf b S31 S32 51 Linkenheim Friedrichstr. Friedrichstal Saint-Riquier-Platz Friedrichstal Bf b R 11 S Barbelroth Rülzheim Bf Rhein ! S2 Ubstadt Uhlandstr. Oberöwisheim [ HNV] R54 Steinweiler Linkenheim Süd 1 w Blankenloch S4 Heilbronn/Öhringen Kapellen-Drusweiler S KIT-Campus Nord: Rülzheim Freizeitzentrum KIT-Campus Nord Bf 4 Waldstadt Blankenloch Nord b S32 Unteröwisheim Bf S5 Heidelberg Bad Bergzabern b Winden b Zugang nur mit besonderem Ubstadt w Europäische Schule b Blankenloch Mühlenweg b Blankenloch Bf Unteröwisheim Eppingen C Bad Bergzabern b C Rheinzabern Bf Leopoldshafen Frankfurter Str. -
Application and Perspectives for Interoperable Systems in Italy and Europe
Computers in Railways XII 537 Application and perspectives for interoperable systems in Italy and Europe R. Bozzo1, R. Genova2 & F. Ballini2 1Department of Electrical Engineering, University of Genoa, Italy 2Inter-University Centre of Transport Research, Genoa, Italy Abstract A rapid transit system represents one of the main growth areas of the railway business developed to solve the enhanced mobility request. New solutions have been applied in order to simplify and to improve public transport services, without changing trains and providing a fast, direct link from the city to the outskirts. The solutions are interoperable transport systems (like “light rail” very similar to the “Stadtbahn” approach, “tram-train” and “train-tram”). The “tram-train” concept indicates vehicles which operate on railway lines in suburban areas, but that are also able to work on a tramway net to supply a capillary service in the urban area. In central Europe a few cities have planned different tram-train solutions: Karlsruhe, Saarbrücken, Chemnitz and Kassel realised the “heavy” model (train performances and technical standards similar to railway rolling stock). Other cities choose “light” systems, adopting vehicles more similar to the tramway design (Nordhausen, Zürich, Vienna, etc.). The tram-train represents the missing link between urban tramway and railway systems, whose transport capability depends only on how the infrastructures are used (railway or tramway nets). Another non conventional and lower cost model is the “Stadtbahn” which have diverted in-town sections of their system underground; in some of these cases, tunnels have been built to accommodate full metro trains if desired (Stuttgart, Frankfurt a/M, Bochum, Köln, etc.). -
Clubs Missing a Club Officer 2011
Lions Clubs International Clubs Missing Club Officer for 2011-2012 (Only President, Secretary or Treasurer) (No District) Club Club Name Title (Missing) 27949 PAPEETE President 27949 PAPEETE Secretary 27949 PAPEETE Treasurer 27952 MONACO DOYEN President 27952 MONACO DOYEN Secretary 27952 MONACO DOYEN Treasurer 30809 NEW CALEDONIA NORTH President 30809 NEW CALEDONIA NORTH Secretary 30809 NEW CALEDONIA NORTH Treasurer 33988 GIBRALTAR President 33988 GIBRALTAR Secretary 33988 GIBRALTAR Treasurer 34460 BELMOPAN President 35917 BAHRAIN LC President 35917 BAHRAIN LC Secretary 35917 BAHRAIN LC Treasurer 41122 PORT AU PRINCE CENTRAL President 41122 PORT AU PRINCE CENTRAL Secretary 41122 PORT AU PRINCE CENTRAL Treasurer 44697 ANDORRA DE VELLA President 44697 ANDORRA DE VELLA Secretary 44697 ANDORRA DE VELLA Treasurer 45478 PORT AU PRINCE DELMAS President 45478 PORT AU PRINCE DELMAS Secretary 45478 PORT AU PRINCE DELMAS Treasurer 47478 DUMBEA President 47478 DUMBEA Secretary 47478 DUMBEA Treasurer 54276 BOURAIL LES ORCHIDEES President 54441 KONE President 54441 KONE Secretary 54441 KONE Treasurer OFF0021 Run Date: 7/3/2011 8:00:57PM Page 1 of 1229 Lions Clubs International Clubs Missing Club Officer for 2011-2012 (Only President, Secretary or Treasurer) (No District) Club Club Name Title (Missing) 55769 LA FOA President 55769 LA FOA Secretary 55769 LA FOA Treasurer 57378 MINSK CENTRAL President 57378 MINSK CENTRAL Secretary 57378 MINSK CENTRAL Treasurer 57412 ALUKSNE President 57412 ALUKSNE Secretary 57412 ALUKSNE Treasurer 58998 ST PETERSBURG