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Irchel Tram Depot – Headshunt Redevelopment
Zurich Public Transport, Infrastructure Irchel Tram Depot – Headshunt Redevelopment 27.09.2021 Page 1 Irchel Tram Depot – Headshunt Redevelopment Client Facts Zurich Public Transport, Infrastructure Period 2010 - 2013 Project Country Switzerland Redeveloped headshunt enables Zurich Public Transport (VBZ) to operate its Irchel Tram Depot more efficiently. Difficult and time-consuming shunting tasks are now a thing of the past. Trams with low-floor cars in the middle and trailers (also referred to as “sedan-pony trams”) have been in operation on Line 7 since November 2010. These trams are now to be maintained and housed at the Irchel Tram Depot. The existing headshunt was not long enough to permit the expeditious handling of trams longer than 43 metres. Handling the 45-metre sedan-pony trams on the existing headshunt involved disconnecting the tram cars, shunting them separately into the depot and then reconnecting them – an overly complicated, time consuming and operationally impractical process. In response, Zurich Public Transport (VBZ) initiated an internal process of identifying alternative solutions. These solutions were also expected to take account of the new tram specifications that will apply following Zurich Public Transport’s purchase of a new tram generation (NTG). In October 2010, Zurich Public Transport commissioned EBP to conduct an independent and comprehensive review of the various development proposals it had worked out. The review was also to include an examination of the associated costs and relative merits of the proposed construction measures and their impact on the depot’s immediate vicinity and on railway operation in general. Working in the capacity of a general planner, EBP evaluated the various proposals and used the results of its review to outline the steps that would need to be taken to gain approval for and execute the redevelopment project. -
the Swindon and Cricklade Railway
The Swindon and Cricklade Railway Construction of the Permanent Way Document No: S&CR S PW001 Issue 2 Format: Microsoft Office 2010 August 2016 SCR S PW001 Issue 2 Copy 001 Page 1 of 33 Registered charity No: 1067447 Registered in England: Company No. 3479479 Registered office: Blunsdon Station Registered Office: 29, Bath Road, Swindon SN1 4AS 1 Document Status Record Status Date Issue Prepared by Reviewed by Document owner Issue 17 June 2010 1 D.J.Randall D.Herbert Joint PW Manager Issue 01 Aug 2016 2 D.J.Randall D.Herbert / D Grigsby / S Hudson PW Manager 2 Document Distribution List Position Organisation Copy Issued To: Copy No. (yes/no) P-Way Manager S&CR Yes 1 Deputy PW Manager S&CR Yes 2 Chairman S&CR (Trust) Yes 3 H&S Manager S&CR Yes 4 Office Files S&CR Yes 5 3 Change History Version Change Details 1 to 2 Updates throughout since last release SCR S PW001 Issue 2 Copy 001 Page 2 of 33 Registered charity No: 1067447 Registered in England: Company No. 3479479 Registered office: Blunsdon Station Registered Office: 29, Bath Road, Swindon SN1 4AS Table of Contents 1 Document Status Record ....................................................................................................................................... 2 2 Document Distribution List ................................................................................................................................... 2 3 Change History ..................................................................................................................................................... -
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 -
A Cardiff Capital Region Metro: Impact Study: Metro Interventions Appraisal Report
Report to the Minister for Economy, Science and Transport Merthyr Ebbw Hirwaun Tydfil Rhymney Tredegar Vale Brynmawr Abergavenny Aberdare Treherbert Abertillery Pontypool Bargoed Blackwood Newbridge Abercynon Cwmbran Pontypridd Ystrad Mynach Cross Keys Porth Maesteg Talbot Green Taffs Well Caerphilly Caerleon Pontyclun Cardiff Gate North West Heath Bridgend Cardiff Severn Queen Tunnel Ely Mill Street Newport Junction Porthcawl St Llanwern Chepstow Mellons Culverhouse Cross Pill Cardiff Cardiff Bay Bristol Airport Sports Village Cardiff Central Barry Penarth Porth Teigr A Cardiff Capital Region Metro: Impact Study: Metro Interventions Appraisal Report October 2013 Metro Interventions Appraisal Report FINAL Report | September 2013 Project No: CS/060195 Doc Ref: CS/060195 Rev: Client: Welsh Government Issue Date: September 2013 Metro Interventions Appraisal Report: FINAL Report Name Signature Date Author Michelle North-Jones 30/09/2013 Checker David McCallum 30/09/2013 Approver David McCallum 30/09/2013 Issue Record Rev Date Description/Comments Author/Prepared by: Approved for Issue by: “The report shall be for the private and confidential use of the clients for whom the report is undertaken and should not be reproduced in whole or in part or relied upon by third parties for any use whatsoever without the express written authority of the Consultant’ Metro Interventions Appraisal Report: FINAL Report September 2013 CONTENTS 1. Introduction 1 1.1 Context 1.2 Report Purpose and Structure 2. Appraisal Methodology 3 2.1. Modal Interventions 2.2 Appraisal Criteria 2.3 Intervention Assessment 3. Appraisal Results and Recommended Interventions Packages 10 3.1 Appraisal Results by Intervention Category 3.2 Intervention Packages 3.3 Quick Wins 4. -
Investigation Report 2011-R001 Laois Traincare Depot Derailment 20
Investigation Report 2011-R001 Laois Traincare Depot Derailment th 20 January 2010 Laois Traincare Depot Derailment Document History Title Laois Traincare Depot Derailment, 20th January 2010 Document type Investigation Report Document number 2011-R001 Document issue date 19th January 2011 Revision Revision Summary of changes number date RAIU ii Investigation Report 2011-R001 Laois Traincare Depot Derailment Function of the Railway Accident Investigation Unit The Railway Accident Investigation Unit (RAIU) is a functionally independent investigation unit within the Railway Safety Commission (RSC). The purpose of an investigation by the RAIU is to improve railway safety by establishing, in so far as possible, the cause or causes of an accident or incident with a view to making recommendations for the avoidance of accidents in the future, or otherwise for the improvement of railway safety. It is not the purpose of an investigation to attribute blame or liability. The RAIU’s investigations are carried out in accordance with the Railway Safety Act 2005 and European railway safety directive 2004/49/EC. Any enquiries about this report should be sent to: RAIU Trident House Blackrock County Dublin Ireland RAIU iii Investigation Report 2011-R001 Laois Traincare Depot Derailment Executive Summary At 15.25 hours on the 20th January 2010 a Class 22000 six carriage train was scheduled to leave Laois Traincare Depot after routine servicing. The intended destination of the train was Heuston Station. The Train Driver performed his pre-departure checks and the Shunter authorised the train to proceed out of Laois Traincare Depot as far as signal PL278, which controls the exit from the depot onto the down loop adjacent to the main line. -
Rail Freight Study
Wigan Rail Freight Study Final Report Prepared for: Transport for Greater Manchester & Wigan Council by MDS Transmodal Limited Date: May 2012 Ref: 211076r_ver Final CONTENTS 1. Introduction and Background 2. Freight Activity in North West and Wigan 3. Inventory of Intermodal Terminals in North West 4. Economics of Rail Freight 5. Future Prospects and Opportunities 6. Summary, Conclusions and Next Steps Appendix: Data Tables COPYRIGHT The contents of this document must not be copied or reproduced in whole or in part without the written consent of MDS Transmodal 1. INTRODUCTION Wigan Council (alongside Transport for Greater Manchester ± TfGM) commissioned MDS Transmodal in December 2011 to undertake a study into rail freight within the Wigan Council area. The main objective of the study was to identify existing use of rail freight, assess realistic future prospects and determine what kind of facilities would need to be developed. The study will inform the development of a wider transport strategy for Wigan Council. This technical report documHQWSURYLGHVDVXPPDU\RIWKHVWXG\¶VPDLQILQGLQJV,WEURDGO\ covers the following: Background information and data concerning the rail freight sector nationally; An assessment of cargo currently lifted in the North West and Wigan area; An inventory of existing non-bulk rail terminal facilities in the North West and planned terminal developments; The economics of rail freight; Realistic future prospects and opportunities for rail in the Wigan area, including the identification of large freight traffic generators in the Wigan area i.e. organisations which potentially have sufficient traffic, either individually or combined, to generate full-length rail freight services; and Overall conclusions and recommended next steps. -
Investigation of Glued Insulated Rail Joints with Special Fiber-Glass Reinforced Synthetic Fishplates Using in Continuously Welded Tracks
CORE Metadata, citation and similar papers at core.ac.uk Provided by Repository of the Academy's Library POLLACK PERIODICA An International Journal for Engineering and Information Sciences DOI: 10.1556/606.2018.13.2.8 Vol. 13, No. 2, pp. 77–86 (2018) www.akademiai.com INVESTIGATION OF GLUED INSULATED RAIL JOINTS WITH SPECIAL FIBER-GLASS REINFORCED SYNTHETIC FISHPLATES USING IN CONTINUOUSLY WELDED TRACKS 1 Attila NÉMETH, 2 Szabolcs FISCHER 1,2 Department of Transport Infrastructure, Széchenyi István University Győr, Egyetem tér 1 H-9026 Győr, Hungary, email: [email protected], [email protected] Received 29 December 2017; accepted 9 March 2018 Abstract: In this paper the authors partially summarize the results of a research on glued insulated rail joints with fiber-glass reinforced plastic fishplates (brand: Apatech) related to own executed laboratory tests. The goal of the research is to investigate the application of this new type of glued insulated rail joint where the fishplates are manufactured at high pressure, regulated temperature, glass-fiber reinforced polymer composite plastic material. The usage of this kind of glued insulated rail joints is able to eliminate the electric fishplate circuit and early fatigue deflection and it can ensure the isolation of rails’ ends from each other by aspect of electric conductivity. Keywords: Glued insulated rail joint, Fiber-glass reinforced fishplate, Polymer composite plastic material, Laboratory test 1. Introduction The role of the rail connections (rail joints) is to ensure the continuity of rails without vertical and horizontal ‘step’, as well as directional break. The opportunities to connect rails are the fishplate joints, welding, and dilatation structure (rail expansion device) [1]. -
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. -
PM N IDEA D1.5 Image Analysis
EC Contract No. FP7 - 234299 PM n IDEA D1.5 Image analysis - Component catalogue Due date of deliverable: 31/5/2012 Actual submission date: 31/5/2012 Leader of this Deliverable: R Carroll, Stagecoach Reviewed: Y Document status Revision Date Description 0 31/5/2012 First issue Project co-funded by the European Commission within the Seven Framework Programme (2007-2013) Dissemination Level PU Public Y PP Restricted to other programme participants (including the Commission Services) RE Restricted to a group specified by the consortium (including the Commission Services) CO Confidential, only for members of the consortium (including the Commission Services) Start date of project: 01/06/2009 Duration: 36 months Instrument: Small or medium-scale focused research project Thematic priority: Sustainable Surface Transport EC Contract No. FP7 - 234299 EXECUTIVE SUMMARY The partners in PM n IDEA include many measurement and sensor specialists with little knowledge of the railway environment. This document has been written to give an overview of the different components that can be found on tramways to allow the non-specialist to understand their use. For each component a description, use and typical degradation mechanisms or maintenance requirements are given along with images. The catalogue is not exhaustive but includes most of the common features found on a typical tramway, other components and different designs are in use on different tramways. PMI–D-STA–009.1 Page 2 of 49 31/05/2012 EC Contract No. FP7 - 234299 1. INTRODUCTION One of the aims of PM n IDEA was to carry out image capture and analysis of the track system of metro and tram networks to reduce the need for manual inspection and increase the subjectivity of the data reported. -
Track Report 2006-03.Qxd
DIRECT FIXATION ASSEMBLIES The Journal of Pandrol Rail Fastenings 2006/2007 1 DIRECT FIXATION ASSEMBLIES DIRECT FIXATION ASSEMBLIES PANDROL VANGUARD Baseplate Installed on Guangzhou Metro ..........................................pages 3, 4, 5, 6, 7 PANDROL VANGUARD Baseplate By L. Liu, Director, Track Construction, Guangzhou Metro, Guangzhou, P.R. of China Installed on Guangzhou Metro Extension of the Docklands Light Railway to London City Airport (CARE project) ..............pages 8, 9, 10 PANDROL DOUBLE FASTCLIP installation on the Arad Bridge ................................................pages 11, 12 By L. Liu, Director, Track Construction, Guangzhou Metro, Guangzhou, P.R. of China PANDROL VIPA SP installation on Nidelv Bridge in Trondheim, Norway ..............................pages 13,14,15 by Stein Lundgreen, Senior Engineer, Jernbanverket Head Office The city of Guangzhou is the third largest track form has to be used to control railway VANGUARD vibration control rail fastening The Port Authority Transit Corporation (PATCO) goes High Tech with Rail Fastener............pages 16, 17, 18 in China, has more than 10 million vibration transmission in environmentally baseplates on Line 1 of the Guangzhou Metro by Edward Montgomery, Senior Engineer, Delaware River Port Authority / PACTO inhabitants and is situated in the south of sensitive areas. Pandrol VANGUARD system has system (Figure 1) in China was carried out in the country near Hong Kong. Construction been selected for these requirements on Line 3 January 2005. The baseplates were installed in of a subway network was approved in and Line 4 which are under construction. place of the existing fastenings in a tunnel on PANDROL FASTCLIP 1989 and construction started in 1993. Five the southbound track between Changshoulu years later, the city, in the south of one of PANDROL VANGUARD TRIAL ON and Huangsha stations. -
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