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(RIHSAC) Presentation
Welcome to RIHSAC 94 Dilip Sinha, Secretary, RIHSAC 15 October 2013 1 Who’s minding the gap? John Cartledge Safety Policy Adviser Presentation to RIHSAC 15 October 2013 Why does platform edge risk matter to passengers? “At Clapham Junction the height gap between the platform and the trains on platform 15 is a health and safety issue. Towards the eastern end of the platform I have seen elderly people unable to disembark because the gap was unmanageable.” Joanna Moorhead Thursday 22 December 2011 Yes, I do mind the gap – you don't have to be drunk to fall under a train As public information campaigns go, this one seemed a cracker. Travelling while you're drunk is dangerous; and to make the point in the runup to Christmas, British Transport police have released CCTV images of a drunken passenger on a train as she staggers off it. Thankfully, the woman in the film is fine, because someone saw her fall and the train was delayed while she was hauled from under it. But seeing those images makes me furious, because despite what Network Rail might like us to believe, you don't have to be drunk to fall under a train. According to the staff at my local station, Clapham Junction in south-west London, it happens to entirely sober passengers on a regular basis, because of ever-bigger gaps between platforms and trains. I know this is true, because over the last three years my daughters, who travel to secondary school through Clapham Junction, have twice told me about incidents in which friends of theirs fell on to the tracks. -
Southern Gateway Project Consolidated Planning Brief
Southern Gateway Project Bishops Lydeard Project Board Consolidated Site Development Brief Introduction The Bishops Lydeard Site Development Group has been working for 12 months on the proposals for what is now known as the Southern Gateway Project. With the appointment of external consultants together with a project manager, the Site Development Group now needs to move into Project Board mode to take the work forward .. This Consolidated Site Development Brief is based on: Strategic objectives as set out in the PLC Corporate Plan Strategic objectives agreed by the WSST Trustees and WSRA Trustees An agreed direction for the PLC requirements for Brunel House Replacement An updated position on the infrastructure requirements associated with Taunton to Bishops Lydeard proposals Discussions with Taunton Deane Borough Council Discussions at the BL Site Development Plan Group The paper therefore forms the basis for final working planning brief for the Southern Gateway Project Group. Not all issues have been fully covered as yet and conclusions reached as to proposed alternatives and preferred options. Consequently, there will be iterations required in relation to individual projects. However, the Project Board is satisfied that the work has reached the point with sufficient agreement between Project Board members such that this document represents the baseline brief from which the Site Master Plan will be prepared. Strategic Overview and Objectives The consolidated brief outlines strategic proposals for the long term development of Bishops Lydeard. This paper considers the issue from the point of view of an integrated project designed to optimise the benefits for the railway as a whole. It also considers the full development of the site as a framework within which the detail can be planned. -
8 PART 1201—RAILROAD COMPANIES Subpart A—Uniform
Pt. 1201 49 CFR Ch. X (10–1–06 Edition) PART 1201—RAILROAD 2–15 Merger, consolidation, and purchase of a railway operating entity or system. COMPANIES 2–16 Reorganization of railway. 2–17 Construction projects in which govern- Subpart A—Uniform System of mental agencies, individuals, or others, Accounts and the carrier participate. 2–18 Leased property improvements and re- tirements. LIST OF INSTRUCTIONS AND ACCOUNTS 2–19 List of units of property. 2–20 Accounting for leases. REGULATIONS PRESCRIBED 2–21 Freight train car repair costing. 2–22 Map specifications. (i) Regulations prescribed. 2–23 Accounting for engineering costs. (ii) Definitions. 2–24 Accounting for other general expendi- tures. GENERAL INSTRUCTIONS INSTRUCTIONS FOR MAINTENANCE Sec. EXPENSES 1–1 Classification of carriers. 1–2 Classification of accounts. 3–1 Items to be charged. 1–3 Records. 1–4 Accounting period. 1–5 Accrual method of accounting. INSTRUCTIONS FOR DEPRECIATION 1–6 Charges to be just and reasonable. ACCOUNTS 1–7 Changes in accounting estimates. 1–8 Accounting for computer systems and 4–1 Method. word processing costs. 4–2 Rates of depreciation. 1–9 Transactions with affiliated companies. 4–3 Depreciation records to be kept. 1–10 Accounting for income taxes. 4–4 Leased property—depreciation. 1–11 Items in texts of accounts. 4–5 Jointly used property—depreciation. 1–12 Distribution of pay and expenses of em- ployees. INSTRUCTIONS FOR INCOME AND 1–13 Payroll related expenses. 1–14 Submission of questions. BALANCE SHEET ACCOUNTS 1–15 Transfers from government authori- ties. 5–1 Current assets. 1–16 Business entertainment expenses. -
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. -
Enhancing Interoperability for Facilitation of International Railway Transport
ENHANCING INTEROPERABILITY FOR FACILITATION OF INTERNATIONAL RAILWAY TRANSPORT This study was prepared by Transport Division ESCAP. The draft of the study was prepared by Mr. Vasile-Neculai OLIEVSCHI, Consultant, under the supervision of Mr. Sandeep Raj Jain, Economic Affairs Officer, Transport Division ESCAP. The views expressed in this guide are those of the authors and do not necessarily reflect the views of the United Nations Secretariat. The opinions, figures and estimates set forth in this guide are the responsibility of the authors, and should not necessarily be considered as reflecting the views or carrying the endorsement of the United Nations. The designations employed and the presentation of the material in this study do not imply the expression of any opinion whatsoever on the part of the Secretariat of the United Nations concerning the legal status of any country, territory, city or area, or of its authorities, or concerning the delimitation of its frontiers or boundaries. Mention of firm names and commercial products does not imply the endorsement of the United Nations. This study is issued without formal editing. ______________________ ENHANCING INTEROPERABILITY FOR FACILITATION OF INTERNATIONAL RAILWAY TRANSPORT Bangkok, 2018 Table of Contents EXECUTIVE SUMMARY .................................................................................................................... 1 I. BACKGROUND ......................................................................................................................... 3 II. ASIAN -
TO JUNE 2020 (Issue 711) Abbreviations
MIDLAND & GREAT NORTHERN CIRCLE COMBINED INDEX OF BULLETINS AUGUST 1959 (Issue 1) TO JUNE 2020 (Issue 711) Abbreviations: ASLEF Associated Society of Locomotive Engineers M&GSW Midland, Glasgow & South Western Railway and Firemen M&NB Midland and North British Joint Railway ASRS Amalgamated Society of Railway Servants MR Midland Railway BoT Board of Trade Mr M Mr William Marriott B&L Bourn & Lynn Joint Railway MRN Model Railway News BR British Rail[ways] M&GN Midland and Great Northern Joint Railway BTC British Transport Commission N&S Norwich & Spalding Railway B’s Circle Bulletins N&SJt Norfolk & Suffolk Joint Railway CAB Coaching Arrangement Book NCC Norfolk County Council CLC Cheshire Lines Committee NNR North Norfolk Railway [preserved] Cttee Committee NRM National Railway Museum, York E&MR Eastern & Midlands Railway NUR National Union of Railwaymen EDP Eastern Daily Press. O.S. Ordnance Survey GCR Great Central Railway PW&SB Peterborough, Wisbech & Sutton Bridge Rly GER Great Eastern Railway RAF Royal Air Force GNoSR Great North of Scotland Railway Rly Railway GNR Great Northern Railway RCA Railway Clerks’ Association GNWR Glasgow & North Western Railway RCH Railway Clearing House GY&S Great Yarmouth & Stalham Light Railway RDC Rural District Council H&WNR Hunstanton & West Norfolk Railway S&B Spalding & Bourn[e] Railway Jct Junction S&DJR Somerset & Dorset Joint Railway L&FR Lynn & Fakenham Railway SM Station Master L&HR Lynn & Hunstanton Railway SVR Severn Valley Railway L&SB Lynn & Sutton Bridge Railway TMO Traffic Manager’s -
Sizewell C DCO Application, Rail Proposals
Sizewell C DCO application, Rail Proposals Preliminary technical review Suffolk County Council V0-5 Final Project number: 60445024 17 September 2020 Sizewell C DCO application, Rail Proposals Project number: 60445024 Quality information Prepared by Checked by Verified by Approved by Julian Sindall Claire Falkiner Bevin Carey Simon Middleton Revision History Revision Revision date Details Authorized Name Position 0-1 07 Sep 2020 Work in progress 0-2 08 Sep 2020 Work in progress 0-3 08 Sep 2020 DRAFT 0-4 14 Sep 2020 Final 0-5 17 Sep 2020 Final Bevin Carey Bevin Carey Associate Director Prepared for: Suffolk County Council AECOM and Cadenza Sizewell C DCO application, Rail Proposals Project number: 60445024 Prepared for: Suffolk County Council Prepared by: Table 1 List of contributing organisations AECOM Limited Cadenza Transport Consulting Ltd AECOM Limited 8-10 South Street 3rd Floor, Portwall Place Epsom Portwall Lane Surrey Bristol BS1 6NA KT18 7PF United Kingdom United Kingdom T: +44 117 901 7000 M: +44 7786 430420 aecom.com cadenza.co.uk © 2020 AECOM Limited. All Rights Reserved. This document has been prepared by AECOM Limited (“AECOM”) for sole use of our client (the “Client”) in accordance with generally accepted consultancy principles, the budget for fees and the terms of reference agreed between AECOM and the Client. Any information provided by third parties and referred to herein has not been checked or verified by AECOM, unless otherwise expressly stated in the document. No third party may rely upon this document without the prior and express written agreement of AECOM. Prepared for: Suffolk County Council AECOM and Cadenza Sizewell C DCO application, Rail Proposals Project number: 60445024 Table of Contents Executive Summary .................................................................................................. -
Tramway Track Standard
SYDNEY TRAMWAY MUSEUM TRAMWAY TRACK STANDARD MARCH 2016NOVEMBER 2019 SYDNEY TRAMWAY MUSEUM Document Control Record 1. Document Details: Name: Tramway track Standard Number STM6024 Version Number: 1.89 Document Status: Working Draft X Approved for Issue Archived Next Scheduled Review Date: 2. Version History: Version Number Date Reason/Comments 1.0 20/01/2007 Initial issue 1.1 09/01/2009 Changed Report title 1.2 09/07/2009 Added Tie Bar drawing 1.3 31/05/2010 Changes made to satisfy the 2009 ITSRR audit. 1.4 31/07/2010 Changes made to satisfy the 2009 ITSR audit. 1.5 03/09/2010 Updated Appendix D and other minor changes. 1.6 15/05/2011 Added the Pandrol Information as the RNP uses this equipment 1.7 21/8/2015 Added Loading gauge drawing and reference to STM6072 1.8 31/03/2016 Amended Distribution List format Better defining the sleeper standard (Good, Fair, Poor) by photos 1.9 21/11/2019 and description in Section 10.11. Approved by Signature & Date 3. Distribution List Position Date Location of Documents Rail Safety Manager Original held on GOOGLE secure Website STM WEB SITE Updated regularly and put onto the STM Web site. STM Office STM Office Computer STM Office STM Office cupboard STM6024 Tramway track Standard Page 2 of 55 Version 1.9 – 21/11/2019 SYDNEY TRAMWAY MUSEUM 1. Purpose To explain the various tramway track standards at the Sydney tramway Museum. Also the purpose of this document is to set down, in printed form, a history of the construction, operation and maintenance of the STM for the benefit of future generations called upon to further the aims of the society. -
Improving Railway Operations Through the Integration of Macroscopic and Microscopic Modelling with Optimisation
Improving railway operations through the integration of macroscopic and microscopic modelling with optimisation By Silvia Umiliacchi A thesis submitted to The University of Birmingham for the degree of DOCTOR OF PHILOSOPHY School of Electronic, Electrical and Systems Engineering College of Engineering and Physical Sciences The University of Birmingham, UK November 2016 University of Birmingham Research Archive e-theses repository This unpublished thesis/dissertation is copyright of the author and/or third parties. The intellectual property rights of the author or third parties in respect of this work are as defined by The Copyright Designs and Patents Act 1988 or as modified by any successor legislation. Any use made of information contained in this thesis/dissertation must be in accordance with that legislation and must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the permission of the copyright holder. Abstract Britain's railway industry is implementing the vision of the system in the next thirty years, as outlined in the Rail Technical Strategy (2012); the main objectives to achieve are: carbon and cost reduction, capacity increase and customer satisfaction. The timetable design process is identified as a key enabler of the strategy's implementation. The current method in use is considered as a lengthy process with little computer support and optimisation. This study tries to overcome the outlined weaknesses of the existing method by proposing a more automated process in which the optimisation of a timetable is a properly design stage. The method has been applied to minimise the total energy consumption of five trains on the Aberdeen-Inverness line, while meeting operational and safety con- straints. -
Working of Trains Generally
WORKING OF TRAINS GENERALLY CHAPTER IV WORKING OF TRAINS GENERALLY A. Timing and Running of Trains 4.01. Standard time - The working of trains between stations shall be regulated by the standard time prescribed by the Government of India, which shall be transmitted daily to all the principal stations of the Railway at 16.00 hours in the manner prescribed. S.R.4.01-1. (a) Control offices shall transmit the correct time at 16.00 hours daily to all the stations on controlled sections to enable the stations to adjust the station clocks. The clocks provided in the control offices must be synchronised with the time signal given by All India Radio at 8.00 hrs., 13.30 hours and 21.00 hours. (b) On the non-controlled sections all stations will cease to work on circuits at 15.57 hours and the 16.00 hours time signal shall be transmitted by the controlling stations to all the stations in the section. (c) Station Masters shall record any variation in time in the Train Signal Register. If the office clock shows right time this should also be recorded. At a station where no Train Signal Register is maintained, a separate Time Register must be maintained. (d) On non-controlled sections the Railway Servant, on resuming duty in an office or cabin with block instruments must check his time with the stations on either side and enter the discrepancies in the Train Signal Register. On Controlled areas, time must be checked with the Section Controller when coming on duty. 4.02. -
Goodwood Junction Grade Separation Project; Adelaide Australia
TECHNICAL ARTICLE AS PUBLISHED IN The Journal July 2017 Volume 135 Part 3 If you would like to reproduce this article, please contact: Alison Stansfield MARKETING DIRECTOR Permanent Way Institution [email protected] PLEASE NOTE THE OPINIONS EXPRESSED IN THIS JOURNAL ARE NOT NECESSARILY THOSE OF THE EDITOR OR OF THE INSTITUTION AS A BODY. TECHNICAL Goodwood AUTHORS: Dariusz Fanok and Andrew Kalionis Junction grade Department of Planning Transport and Infrastructure separation project; South Australia Adelaide Australia SUMMARY plan to revitalise the Adelaide rail system “leafy” suburbs whose residents were anxious generally. In simple terms, the proposed to avoid any unacceptable impact upon their For many years, one of the major bottlenecks project comprised of a rail under pass to take daily lives. Finally, and not least of all, the on the Adelaide Rail network was that at the Seaford line under the interstate freight line ARTC freight services were to be maintained Goodwood Junction which saw a grade conflict and the Belair passenger line. without interruption throughout the construction between, on the one hand, the Australian period. Rail Track Corporation (ARTC) standard The project was a complex one, being gauge interstate freight line and the Public contained as it was by a narrow rail corridor The management of the project was Transport Services (PTS) Belair broad gauge managed by two separate rail authorities; undertaken by the South Australian passenger line and, on the other hand, the PTS constrained by two level -
Rail Accident Report
Rail Accident Report Derailment of a freight train at Maltby North 28 June 2006 Report 24/2007 July 2007 This investigation was carried out in accordance with: l the Railway Safety Directive 2004/49/EC; l the Railways and Transport Safety Act 2003; and l the Railways (Accident Investigation and Reporting) Regulations 2005. © Crown copyright 2007 You may re-use this document/publication (not including departmental or agency logos) free of charge in any format or medium. You must re-use it accurately and not in a misleading context. The material must be acknowledged as Crown copyright and you must give the title of the source publication. Where we have identified any third party copyright material you will need to obtain permission from the copyright holders concerned. This document/publication is also available at www.raib.gov.uk. Any enquiries about this publication should be sent to: RAIB Email: [email protected] The Wharf Telephone: 01332 253300 Stores Road Fax: 01332 253301 Derby UK Website: www.raib.gov.uk DE21 4BA This report is published by the Rail Accident Investigation Branch, Department for Transport. Derailment of a freight train at Maltby North 28 June 2006 Contents Introduction 5 Summary 6 Key facts about the incident 6 Key conclusions 6 Recommendations 7 The Accident 8 Summary of the accident 8 The parties involved 10 The signalling 10 Events preceding the accident 11 Events during the accident 12 Events following the accident 15 Previous occurrences of a similar character 15 Analysis 17 Sources of evidence 17 Identification