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Railfuture Response to National Infrastructure
RAILFUTURE RESPONSE TO NATIONAL INFRASTRUCTURE COMMISSION RAIL NEEDS ASSESSMENT FOR THE MIDLANDS AND THE NORTH – CALL FOR EVIDENCE FOLLOWING INTERIM REPORT Contribution from Railfuture East Midlands Branch – August 2020 National Infrastructure Commission | Rail Needs Assessment for the Midlands and the North - Interim report https://www.nic.org.uk/wp-content/uploads/RNA-Interim-Report-Final.pdf Introduction: The Railfuture response dated 29th May 2020 to the first round of this consultation https://www.railfuture.org.uk/display2324 placed considerable emphasis on freight. In contributing to the August call for evidence, we in East Midlands Branch: Re-submit our May 2020 Rf EM Branch submission for previous NIC RNA call for evidence. This is on pp6-15 below in red text with a few subsequent additions in blue. Attempt to answer the NIC’s broad questions Q1 to Q4 below. References are to the pages and tables in the NIC’s Interim Report (see header.) Prepared by: Steve Jones, Branch Secretary, Railfuture East Midlands Branch [email protected] including contributions from members of EM Branch. Question 1: Please provide specific sources for evidence that the Commission could use in estimating costs and the impact of proposals on journey time and capacity. For schemes already proposed other than by Railfuture, such as those listed on p36, much information is already available from Network Rail, SNTBs (TfN, Midlands Connect), local and combined authorities, TOCs, DfT. Campaign organisations. For additional schemes put forward by Railfuture, further work would need to be done, though campaign groups such as SENRUG, SELRAP, MEMRAP and CRIL may have initial estimates for specific lines or areas. -
T HR TR 25000 ST Buffer Stops, Version 1.0
Technical Note – TN 033: 2018 For queries regarding this document [email protected] www.transport.nsw.gov.au Technical Note – TN 033: 2018 Issue date: 21 December 2018 Effective date: 21 December 2018 Subject: Amendments to T HR TR 25000 ST Buffer Stops, version 1.0 This technical note is issued by the Asset Standards Authority (ASA) to notify amendments to T HR TR 25000 ST Buffer stops, v1.0. 1. Background This technical note explains the speed related risk criteria to be considered during the buffer stop design stage. It provides amendments to the maximum allowable deceleration rate for lighter weight rolling stock while complying with the allowable impact force requirements. This technical note also provides amended maximum allowable impact force that the newer generation trains can accommodate without any damage. These figures shall be used by all parties undertaking review or design of new buffer stops across the Metropolitan Rail Area. 2. Section 12 Risk assessment Insert the following after the third paragraph: In order to establish the nature and extent of damage upon collision, the risk assessment for a buffer stop design shall consider the possibility of a train travelling at a speed higher than the design speed and the expected consequential damage upon collision. In the SFAIRP justification, an indication shall be provided to indicate the following: • Up to the design speed that no permanent damage will occur to the train. The buffer stop will be fully recoverable, either automatically or within simple maintenance actions. • Up to the 'worst case speed' that the damage will be easily reparable; for example, easy repair or replacement of buffer stop parts. -
Enabling 5G for Rail
Innovating for a connected rail future Enabling 5G for rail Funded by 5G Testbeds and Trials Programme The Department for Digital, Culture, Media & Sport’s (DCMS) 5G Testbeds and Trials programme is part of the government’s £740 million National Productivity Investment Fund (NPIF) activities, to support the next generation of digital infrastructure, including 5G and full fibre broadband. In November 2017, DCMS announced funding to create the 5G rail testbed at the Rail Innovation & Development Centre (RIDC) at Melton Mowbray in Leicestershire. This capability enhancement at RIDC Melton is currently being installed and once open in May 2019, will support trials and Alpha phase testing, as well as the preparation of technologies for early mainline rail Beta testing and infrastructure deployment. 5G opportunities in rail Passenger numbers have doubled in the last 20 years – Rail Technical Strategy much more than the current Capability Delivery Plan infrastructure was ever designed for. Railway infrastructure includes around 20,000 miles of track, 2,500+ stations, 6,000 level crossings, 30,000 bridges and viaducts and more. Passenger numbers are set to double again in the next 25 years. We can’t rely on more track to cater for this growth – engineering innovation and technology is the key to unlocking the railway, and in-turn GB productivity, for the 21st century. Click this image to access the Rail Technical Strategy Capability Delivery Plan. 2 When Network Rail considers how technology can help cater for this growth, it foresees two revolutionary intelligent initiatives: Delivering Revolutionary Initiatives in Rail Intelligent Operations Intelligent Infrastructure Increasing collection and exploitation of live operational Increasing environment and asset sensing to increase data to underpin operational enhancements. -
Conception of Buffer Stop Blocks Miguel R
Conception of buffer stop blocks Miguel R. Bugarín PhD - Civil Engineer – Assoc. Professor School of Civil Engineering UNIVERSITY OF LA CORUÑA Campus de Elviña, s/n - E 15071 La Coruña (Spain) Tfno: +34 (9)81 167000 Fax: +34 (9)81 167170 E-mail: [email protected] José-Manuel García Díaz-de-Villegas PhD – Mechanical Engineer - Professor School of Civil Engineering University of Cantabria Avda. de los Castros, s/n - E 39005 Santander (Spain) Tfno: +34 (9)42 201759 Fax: +34 (9)42 201703 1. SAFETY ON TERMINAL TRACKS Accidents in terminals seriously affect public confidence and following an accident it is vital to provide clear proof that safety measures have been improved in order to regain that confidence. Human and technical errors occur for a variety of reasons, and unfortunately, such events can lead to an accident. The objective is to find a means of reducing the likelihood of an accident occurring, or in the event of an accident, to reduce its impact. In other words, when all else fails, there has to be a means of stopping the train. Such measures have to be applied without producing any of the following: Serious injury to passengers and drivers. Serious injury to passengers or the general public in the arrival area of the train suffering from deficient braking. Excessive damage to the locomotive and rolling stock. Excessive damage to the station infrastructure and services, as well as to the arrival track. This document offers a summary of the projects carried out by the authors for Renfe and TIFSA (Tecnología e Investigación Ferroviaria, S.A.), aimed at developing a standard buffer stop pre-design capable of stopping a train on terminal tracks with complete safety and without causing damage, thereby preventing a catastrophe and the costs for the damage caused, as well as the expense and time involved in repairing equipment. -
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. -
Indian Railways
Ref: CG-WI 4.2.1-1 Specification No. Page 1 of 15 Month of Issue Rev.-1 RDSO/2016/CG-Draft INDIAN RAILWAYS SCHEDULE OF TECHNICAL REQUIREMENTS FOR SUPPLY AND ACCEPTANCE OF HIGH CAPACITY DEAD END ENERGY ABSORPTION SYSTEM FOR STATION/YARD FOR PASSENGERS COACHES IN INDIAN RAILWAYS (For Screw Coupling with side buffers and CBC fitted Coaches) Month / Year Revision/ Reasons for Sl.No Page No. of Issue Amendment Amendment (BROAD GAUGE – 1676 mm) ISSUED BY RESEARCH DESIGNS AND STANDARDS ORGANISATION MINISTRY OF RAILWAYS MANAK NAGAR, LUCKNOW –226011 Ref: CG-WI 4.2.1-1 Specification No. Page 2 of 15 Month of Issue Rev.-1 RDSO/2016/CG-Draft IMPORTANT Manufacturers/Firms are advised to go through this schedule carefully. In case they need clarification regarding any of the clauses of this schedule they should contact Director General (Carriage), RDSO, Manak Nagar, Lucknow-226 011. FAX No.-91-0522-2450679 Email – [email protected] Ref: CG-WI 4.2.1-1 Specification No. Page 3 of 15 Month of Issue Rev.-1 RDSO/2016/CG-Draft SCHEDULE OF TECHNICAL REQUIREMENTS FOR SUPPLY AND ACCEPTANCE OF HIGH CAPACITY DEAD END ENERGY ABSORPTION SYSTEM FOR STATION/YARD FOR PASSENGERS COACHES IN INDIAN RAILWAYS (For Screw Coupling with side buffers and CBC fitted Coaches) 0. Foreword 0. 1 This schedule is intended to cover the technical requirements/provisions relating to the design, development and supply of High Capacity Energy Dead End Absorption Buffer‐Stops for station/Yard for passenger coaches in Indian Railways. (For Screw Coupling with side buffers and CBC fitted Coaches and EMU/DMU/MEMU coaches) 0.2 This schedule for placement of High Capacity Dead End Energy Absorption System shall have both the planners and Indian Railway employees as a guiding document when determining buffer stop location and type. -
Application of Communication Based Moving Block Systems on Existing Metro Lines
Computers in Railways X 391 Application of communication based Moving Block systems on existing metro lines L. Lindqvist1 & R. Jadhav2 1Centre of Excellence, Bombardier Transportation, Spain 2Sales, Bombardier Transportation, USA Abstract The unique features of Communication Based Train Control (CBTC) systems with Moving Block (MB) capability makes them uniquely suited for application ‘on top’ of existing Mass Transit or Metro systems, permitting a capacity increase in these systems. This paper defines and describes the features of modern CBTC Moving Block systems such as the Bombardier* CITYFLO* 450 or CITYFLO 650 solutions that make them suited for ‘overlay’ application ‘on top’ of the existing systems and gives an example of such an application in a main European Metro. Note: *Trademark (s) of Bombardier Inc. or its subsidiaries. Keywords: CBTC, Moving Block, CITYFLO, TRS, Movement Authority, norming point, headway. 1 Introduction The use of radio as a method of communication between the train and wayside in Mass Transit systems, instead of the traditional track circuits/axle counters and loops is gaining popularity. The radio based CBTC systems are uniquely suited for application ‘on top’ of existing Mass Transit or Metro systems for increased traffic capacity as CBTC systems normally do not interfere with the existing systems. This allows an installation of the CBTC system in a line in operation whilst maintaining full safety and capacity during the process. The fact that CBTC systems also allow Moving Block operation adds to the -
Delivering Turnout Solutions
Delivering Turnout Solutions DESIGN SUPPLY INSTALL MAINTAIN Introduction GLOBAL TURNOUT SOLUTIONS Introduction BROWNFIELD CONSTRUCTION SOLUTIONS Introduction MAJOR PROJECTS Introduction CRANE RAIL CONSTRUCTION Introduction We specialise in: ▪ Turnout design and integration ▪ Developing turnout technology ▪ Turnout supply management ▪ Critical junctions design and installation ▪ Turnout pre-assembly and installation ▪ Turnout installation staging solutions ▪ Turnout refurbishment and track reconditioning ▪ Crane rail specialist (supply and construct) ▪ Slab track construction ▪ Turnout and track inspections, maintenance and asset management Design – Supply – Install – Maintain Introduction Turnout range: ▪ Light rail ▪ Metro ▪ Passenger and freight ▪ Heavy haul ▪ High Axle Load Heavy Haul (HAL-HH) ▪ All gauges and rail profiles Design – Supply – Install – Maintain Projects WE HAVE BEEN BUSY AT MARTINUS RAIL 347 TURNOUTS SUPPLIED SUPPLIED 51 BUFFER STOPS CONTRACTED FOR THE SUPPLY OF 400+ TURNOUTS 60KM OF TRACK INSTALLED 33KM OF CRANE RAIL INSTALLED INSTALLED 102 TURNOUTS Projects Kiwi Rail ▪ 22.5t axle load ▪ AS60 rail ▪ 200+ tangential turnouts Projects Doha Education City – Qatar ▪ 96 Turnouts and Diamonds ▪ 17t axle load ▪ S49, 60R2 rail ▪ Groove and full depth turnouts ▪ Direct fix Vossloh ▪ Edilon Sedra Encapsulation Projects Projects Sydney Ports – Botany third line and yard upgrade ▪ 30t axle load ▪ 60E1 rail ▪ 26 Tangential turnouts Projects OneSteel – Whyalla – Iron Ore Project ▪ 32t axle load ▪ 60E1 rail ▪ 9 Tangential and conventional -
Crn Cs 220 Rail and Rail Joints
Engineering Standard Track CRN CS 220 RAIL AND RAIL JOINTS Version 1.7 Issued September, 2019 Owner: Manager Engineering Services Approved by: M Wright, Principal Track and Civil Engineer Authorised by: J Zeaiter, Manager Engineering Services Disclaimer. This document was prepared for use on the CRN Network only. John Holland Rail Pty Ltd makes no warranties, express or implied, that compliance with the contents of this document shall be sufficient to ensure safe systems or work or operation. It is the document user’s sole responsibility to ensure that the copy of the document it is viewing is the current version of the document as in use by JHR. JHR accepts no liability whatsoever in relation to the use of this document by any party, and JHR excludes any liability which arises in any manner by the use of this document. Copyright. The information in this document is protected by Copyright and no part of this document may be reproduced, altered, stored or transmitted by any person without the prior consent of JHR. UNCONTROLLED WHEN PRINTED Page 1 of 47 CRN Engineering Standard - Track CRN CS 220 Rail and Rail Joints Document control Revision Date of Approval Summary of change 1.0 August, 2011 First Issue. Includes content from the following former RIC standards: C 2405, C 2447, C 2501, C 3200, C 3201, C 3361, C 5200, TS 3101, TS 3104, TS 3111, TS 3341, TS 3362, TS 3371, TS 3394, TS 3396, TS 3397, TS 3601, TS 3602, TS 3603, TS 3604, TS 3606, TS 3642, TS 3645, TS 3646, TS 3648, TS 3650, TS 3654, TS 3655, RC.2410, RC.2411, RTS.3602, RTS.3640, -
Design, Manufacture, Project Management and Global Supply
Fixed and Sliding Friction Buffer Stops Cable Sleepers Stretcher (Spreader) Bars Cast and SG Iron Turnout Components V e h i c l e & G e P n e e C r ra m a s l a t E n M n e g nt a i t n n W g e D a e a e n r y i s e ng i T s g e r n a Ca P S c Design, Manufacture, k r s e o w t r d i v o n uc i g c r k e s t s s Project Management and Permanent Way Track Materials Global Supply Capability Switches & Crossings Permanent Way Track Materials Permanent Way Switch Systems Permanent Way Catenary Structures Fixed and Sliding Friction Type Buffer Stops Cable Sleepers Our engineers review customer’s requirements on a case-by-case basis Cable sleepers have been designed to mitigate the risk of cable damage and offer suitable product configurations which meet the performance during track tamping operations. They replace a conventional timber or characteristics requested concrete sleeper and provide safer and enclosed passage for electrical and fibre-optic cables to pass under the track. The top covers and baseplates Fixed buffer stops are bolted to the rail track and do not move. They can are removable, so the cables need not be cut and the sleepers can be be fitted with hydraulic damper units if required retrofitted easily into existing track Sliding friction buffer stops incorporate a patented friction “shoe”. This attaches the buffer stop to the track rails and dissipates the kinetic energy of the vehicle as heat and sound. -
Finished Vehicle Logistics by Rail in Europe
Finished Vehicle Logistics by Rail in Europe Version 3 December 2017 This publication was prepared by Oleh Shchuryk, Research & Projects Manager, ECG – the Association of European Vehicle Logistics. Foreword The project to produce this book on ‘Finished Vehicle Logistics by Rail in Europe’ was initiated during the ECG Land Transport Working Group meeting in January 2014, Frankfurt am Main. Initially, it was suggested by the members of the group that Oleh Shchuryk prepares a short briefing paper about the current status quo of rail transport and FVLs by rail in Europe. It was to be a concise document explaining the complex nature of rail, its difficulties and challenges, main players, and their roles and responsibilities to be used by ECG’s members. However, it rapidly grew way beyond these simple objectives as you will see. The first draft of the project was presented at the following Land Transport WG meeting which took place in May 2014, Frankfurt am Main. It received further support from the group and in order to gain more knowledge on specific rail technical issues it was decided that ECG should organise site visits with rail technical experts of ECG member companies at their railway operations sites. These were held with DB Schenker Rail Automotive in Frankfurt am Main, BLG Automotive in Bremerhaven, ARS Altmann in Wolnzach, and STVA in Valenton and Paris. As a result of these collaborations, and continuous research on various rail issues, the document was extensively enlarged. The document consists of several parts, namely a historical section that covers railway development in Europe and specific EU countries; a technical section that discusses the different technical issues of the railway (gauges, electrification, controlling and signalling systems, etc.); a section on the liberalisation process in Europe; a section on the key rail players, and a section on logistics services provided by rail. -
Old Dalby Test Track.Cdr
Old Dalby Test Track Serco operate and maintain the site The 21km Test Track was originally part of the Serco is a leading including all aspects of Infrastructure Midland Railway line from St Pancras to Control and Train Operations under a Nottingham via Corby. provider of technical dedicated Safety Management System. services to the rail It features gradients, tunnels and curves of a This provides a specialised test facility for typical mainline railway, so provides an ideal test sector. traction and rolling stock, on track plant, bed for traction and rolling stock. novel infrastructure and prototype system proving, away from the constraints of the The Test Track is controlled from Asfordby Test Our team operates network. Centre, located near Melton Mowbray in Leicestershire. and maintains the Testing new trains on the busy Underground network is normally limited to There are two main test lines: Old Dalby Test Track 'Engineering Hours' during the night. This also has to compete with vital engineering for London access as LU upgrade their network. Down Reversible Line - 21 km line 90 Mile/h or 125 with Tilt/TASS (17 km with 25kV OHLE). Underground. Such disruption is avoided by testing the Up Reversible Line - 7.5 km line, 100km/h, of new Bombardier 'S stock' trains at Old which 4.35km is fitted with 630/750V 4th rail DC This provides a test Dalby which has allowed: electrification as fitted on London Underground. Includes virtual stations equipped for testing of and commissioning Testing up to 100 km/h doors, CCTV etc. Pre-production Endurance Testing facility with no Production Fault Free Running Investigation of service problems disruption to their Testing across the full S Stock supply core network.