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PROVÁDĚCÍ NAŘÍZENÍ KOMISE (EU) 2019/773 Ze Dne 16
27.5.2019 CS Úřední věstník Evropské unie L 139 I/5 PROVÁDĚCÍ NAŘÍZENÍ KOMISE (EU) 2019/773 ze dne 16. května 2019 o technické specifikaci pro interoperabilitu týkající se subsystému „provoz a řízení dopravy“ železničního systému v Evropské unii a o zrušení rozhodnutí 2012/757/EU (Text s významem pro EHP) EVROPSKÁ KOMISE, s ohledem na Smlouvu o fungování Evropské unie, s ohledem na směrnici Evropského parlamentu a Rady (EU) 2016/797 ze dne 11. května 2016 o interoperabilitě železničního systému v Evropské unii (1) a zejména na čl. 5 odst. 11 uvedené směrnice, vzhledem k těmto důvodům: (1) Článek 11 rozhodnutí Komise v přenesené pravomoci (EU) 2017/1474 (2) vymezuje konkrétní cíle pro vypracování, přijetí a přezkum technických specifikací pro interoperabilitu (TSI) železničního systému v Unii. (2) Podle čl. 3 odst. 5 písm. b) a f) rozhodnutí (EU) 2017/1474 by TSI měly být přezkoumány s cílem zohlednit vývoj železničního systému Unie a souvisejících činností v oblasti výzkumu a inovací a aktualizovat odkazy na normy. (3) Podle čl. 3 odst. 5 písm. c) rozhodnutí (EU) 2017/1474 by TSI měly být přezkoumány s cílem uzavřít zbývající otevřené body. Je třeba zejména vymezit rozsah otevřených bodů týkajících se provozu a rozlišit mezi příslušnými vnitrostátními předpisy a pravidly vyžadujícími harmonizaci prostřednictvím práva Unie s cílem umožnit přechod na interoperabilní systém a vymezit optimální úroveň technické harmonizace. (4) Dne 22. září 2017 Komise v souladu s čl. 19 odst. 1 nařízení Evropského parlamentu a Rady (EU) 2016/796 (3) požádala Agenturu Evropské unie pro železnice (dále jen „agentura“), aby připravila doporučení pro provedení výběru konkrétních cílů stanovených v rozhodnutí (EU) 2017/1474. -
Road Level Crossing Protection Equipment
Engineering Procedure Signalling CRN SM 013 ROAD LEVEL CROSSING PROTECTION EQUIPMENT Version 2.0 Issued December 2013 Owner: Principal Signal Engineer Approved by: Stewart Rendell Authorised by: Glenn Dewberry 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. © JHR UNCONTROLLED WHEN PRINTED Page 1 of 66 Issued December 2013 Version 2.0 CRN Engineering Procedure - Signalling CRN SM 013 Road Level Crossing Protection Equipment Document control Revision Date of Approval Summary of change 1.0 June 1999 RIC Standard SC 07 60 01 00 EQ Version 1.0 June 1999. 1.0 July 2011 Conversion to CRN Signalling Standard CRN SM 013. 2.0 December 2013 Inclusion of Safetran S40 and S60 Mechanisms, reformatting of figures and tables, and updating text Summary of changes from previous version Section Summary of change All Include automated -
Influence of Train Control System on Railway Track Capacity
DAAAM INTERNATIONAL SCIENTIFIC BOOK 2012 pp. 419-426 CHAPTER 36 INFLUENCE OF TRAIN CONTROL SYSTEM ON RAILWAY TRACK CAPACITY HARAMINA, H.; BRABEC, D. & GRGIC, D. Abstract: The basic advantage of the train control methods based on the moving block technology compared to the fixed blocks where the headways of the slower trains, regarding their longer blocking times affects negatively the line capacity, lies in the fact that the position and the length of the moving blocks adapts to the position, dynamic characteristics, and actual speed of the successive train. Regarding a higher possibility for influence on the train movement characteristic during the moving block train operation, better traffic fluidity with more regular traffic flow can be achieved. Considering this fact an amount of regular recovery and buffer times needed for railway timetable stability can be decreased and thus more train paths in a particular dedicated time window can be added. In this way the moving block technology can increase the capacity of a railway line, especially in case of high density lines with significant heterogeneity of traffic. Key words: train control system, railway infrastructure capacity, moving block Authors´ data: Dr. Sc. Haramina, H[rvoje]; dipl.ing. Brabec, D[ean]* Dr. Sc. Grgić, D[amir]**; *University of Zagreb, Faculty of Transport and Traffic Sciences, Vukelićeva 4, Zagreb, Croatia, **Hrvatske željeznice, Mihanovićeva 12, Zagreb, Croatia; [email protected], [email protected], [email protected] This Publication has to be referred as: Haramina H[rvoje]; Brabec, D[ean] & Grgić, D[amir] (2012). Influence of Train Control System on Railway Track Capacity, Chapter 36 in DAAAM International Scientific Book 2012, pp. -
Next Generation Train Control (NGTC): More Effective Railways Through the Convergence of Main-Line and Urban Train Control Systems
Available online at www.sciencedirect.com ScienceDirect Transportation Research Procedia 14 ( 2016 ) 1855 – 1864 6th Transport Research Arena April 18-21, 2016 Next Generation Train Control (NGTC): more effective railways through the convergence of main-line and urban train control systems Peter Gurník a,* aUNIFE – The European Rail Industry, 221 avenue Louise, B-1050 Brussels, Belgium Abstract The main scope of Next Generation Train Control (NGTC) project is to analyse the commonality and differences of required functionality for mainline and urban lines and develop the convergence of both European Train Control System (ETCS) and Communication Based Train Control (CBTC) systems, determining the level of commonality of architecture, hardware platforms, and system design that can be achieved. This will be accomplished by building on the experience of ETCS and its standardised train protection kernel, where the different manufacturers can deliver equipment based on the same standardized specifications and by using the experience the suppliers have gained by having developed very sophisticated and innovative CBTC systems around the world. The paper focuses on the analyses of the already produced NGTC Functional Requirements Specifications and is summarizing other project activities on various train control technology developments suitable for future train control systems. © 2016 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (©http://creativecommons.org/licenses/by-nc-nd/4.0/ 2016The Authors. Published by Elsevier B.V..). PeerPeer-review-review under under responsibility responsibility of Road of Road and Bridgeand Bridge Research Research Institute Institute (IBDiM) (IBDiM). Keywords: Railways; signalling; automation; ERTMS / ETCS; CBTC; ATO; ATP; ATS; FRS, SRS; Moving Block; IP Radio Communication; GNSS * Corresponding author. -
Level Crossing Technology 65 Selcat Project: Level Crossing Technology 67 1
Editors Very year more than 1200 El-Miloudi EL-KOURSI (INRETS) accidents occur at level Louahdi KHOUDOUR (INRETS) crossings in the european E Neda LAZAREVIC (INRETS) union with more than 330 people killed. Level crossings have been Laszlo TORDAI (UIC) identified as being a particular weak Roman SLOVÁK (TUBS) point in road infrastructure seriou- sely affecting road safety. SAFER EUROPEAN LEVEL CROSSING APPRAISAL These procedings present the first results of the SELCAT project AND TECHNOLOGY “Safer European Level Crossing Appraisal And Technology” funded by the European commission. EUROPEAN LEVELAPPRAISAL CROSSING TECHNOLOGY AND SAFER Actes n°117 First Workshop Mai 2008 “Appraisal” Prix : 15,24 ¤ May 16th 2007 Editors 1 7 Villeneuve d’Ascq (France) ° 1 El-Miloudi EL-KOURSI INRETS-ESTAS N S Louahdi KHOUDOUR INRETS-ESTAS E T Neda LAZAREVIC INRETS-ESTAS °117 C Laszlo TORDAI UIC A Roman SLOVÁK TUBS INRETS n ISSN 0769-0266 ISBN 978-2-85782-663-7 Actes LES COLLECTIONS DE L’INRETS Conformément à la note du 04/07/2014 de la direction générale de l'Ifsttar précisant la politique de diffusion des ouvrages parus dans les collections éditées par l'Institut, la reproduction de cet ouvrage est autorisée selon les termes de la licence CC BY-NC-ND. Cette licence autorise la redistribution non commerciale de copies identiques à l’original. Dans ce cadre, cet ouvrage peut être copié, distribué et communiqué par tous moyens et sous tous formats. Attribution — Vous devez créditer l'Oeuvre et intégrer un lien vers la licence. Vous devez indiquer ces informations par tous les moyens possibles mais vous ne pouvez pas suggérer que l'Ifsttar vous soutient ou soutient la façon dont vous avez utilisé son Oeuvre. -
D5.3 EGNSS Target Performance to Meet Railway
D5.3 EGNSS Target Performances to meet railway safety requirements Project acronym: STARS Project full title: Satellite Technology for Advanced Railway Signalling EC Contract No.: (H2020) 687414 Version of the document: 07 Protocol code: STR-WP5-D-ANS-034-06 Responsible partner: ANSALDO Reviewing status: ISSUED Delivery date: 30/04/17 Dissemination level: PUBLIC This project has received funding from the European Union’s Horizon 2020 research and innovation program under grant agreement No. 687414 SATELLITE TECHNOLOGY FOR ADVANCED RAILWAY SIGNALLING CHANGE RECORDS Version Date Changes Authors B. Brunetti (ANSALDO STS), N. Kassabian (ANSALDO STS), Salvatore Sabina (ANSALDO STS), Fabio Poli (ANSALDO STS), Alfio Beccaria 1 23.02.2017 First draft, including chapters 1 to 5 (ANSALDO STS), Andrea Carbone (ANSALDO STS), Iban Lopetegi (CAF I+D), Tahir- Ali Klaiq (BT), Stamm Bernhard (SIE), Jean Poumailloux (TAS- F) , Marc Gandara (TAS-F) B. Brunetti (ANSALDO STS), N. Kassabian (ANSALDO STS), Salvatore Sabina 2 10.04.2017 Second draft, including chapters 6 to 7 (ANSALDO STS), Fabio Poli (ANSALDO STS), Iban Lopetegi (CAF I+D), Tahir-Ali Klaiq (BT) B. Brunetti (ANSALDO STS), N. Kassabian (ANSALDO STS), Final revision, taking into account comments 3 18.04.2017 Salvatore Sabina (ANSALDO received STS), Jean Poumailloux (TAS- F) B. Brunetti (ANSALDO STS), N. Kassabian (ANSALDO STS), Salvatore Sabina (ANSALDO STS), Jean Poumailloux (TAS- F), I. Lopetegi (CAF I+D), Tahir- Final revision, taking into account the additional Ali Klaiq (BT), J. Marais comments received and the results of the 4 28.04.2017 (IFSTTAR), J. Beugin phone conferences aimed at discussing such (IFSTTAR), S. -
ERTMS/ETCS - Indian Railways Perspective
ERTMS/ETCS - Indian Railways Perspective P Venkata Ramana IRSSE, MIRSTE, MIRSE Abstract nal and Balise. Balises are passive devices and gets energised whenever Balise Reader fitted on Locomo- European Railway Traffic Management System tive passes over it. On energisation, balises transmits (ERTMS) is evolved to harmonize cross-border rail telegrams to OBE. Telegram may consist of informa- connections for seamless operations across European tion about aspect of Lineside Signal, Gradients etc., nations. ERTMS is stated to be the most performant Balises are generally grouped and unique identifica- train control system which brings significant advan- tion will be provided to each balise. It helps to detect tages in terms of safety, reliability, punctuality and the direction of train. There four types of balises ex- traffic capacity. ERT.MS is evolving as a global stan- ist based their usage - Switchable, Infill, Fixed and dard. Many countries outside Europe - US, China, Repositioning balises. Switchable balises will be pro- Taiwan, South Korea and Saudi Arabia have adopted vided near lineside signals and they transmit aspect ERTMS standards for train traffic command and con- of lineside signal, permanent speed restrictions, gra- trol. dient information etc., Infill balises are provided in advance of signals to convey aspect of lineside signals earlier than Switchable balises. Fixed balises convey 1 Introduction information in regard to temporary speed restrictions and Repositioning balises provides data corrections. Signalling component of ERTMS has basically Balises transmit data in long or short telegrams four components - European Train Control System and those pertaining to direction. They are of two (ETCS) with Automatic Train Protection System, types - standard and reduced. -
New Developments
New Developments CARRIER CONTROL tion is said to afford the additional ranged to be mutually destroying, REPEATER advantage of permitting trailing of which should prove of interest to the switch without damage, yet users of rail motor cars in construc THE General Railway Signal Com holding the switch closed in either tion and maintenance work. Riders pany, Rochester 2, N. Y., has devel the normal or the reversed position, oped a single-channel repeater unit with sufficient force to permit fac for carrier control service. It is said ing-point moves at normal yard to be a companion unit to the trans speeds. When the machine is power mitter and receiver units, having the operated, the toggle mechanism is same construction and external di pushed past center by compressed mensions-91/s in. high, 7 in. wide, air, whereupon the spring-loaded and 8% in. deep. It weighs 8 lb., toggle action forces the switch and is designed for shelf-mounting. points to the opposite position, sim The repeater is used where line ilar to the action of ordinary toggle wire attenuation becomes severe be switches used in electric lighting cause of weather conditions, heavy circuits. Since the holding force of loading of the line due to other fa the spring is sufficient to permit cilities, or where small-size line wire must be employed. This unit oper ates on a power level of +16 dbm. A particular feature is that the out put is essentially constant over wide variations of input voltages and, like Fuses burn for 10 or 5 minutes of such cars have sometimes been injured by fragments of torpedoes Machine is designed especially for yards left on the rail an unknown length of time before. -
LNW Route Specification 2017
Delivering a better railway for a better Britain Route Specifications 2017 London North Western London North Western July 2017 Network Rail – Route Specifications: London North Western 02 SRS H.44 Roses Line and Branches (including Preston 85 Route H: Cross-Pennine, Yorkshire & Humber and - Ormskirk and Blackburn - Hellifield North West (North West section) SRS H.45 Chester/Ellesmere Port - Warrington Bank Quay 89 SRS H.05 North Transpennine: Leeds - Guide Bridge 4 SRS H.46 Blackpool South Branch 92 SRS H.10 Manchester Victoria - Mirfield (via Rochdale)/ 8 SRS H.98/H.99 Freight Trunk/Other Freight Routes 95 SRS N.07 Weaver Junction to Liverpool South Parkway 196 Stalybridge Route M: West Midlands and Chilterns SRS N.08 Norton Bridge/Colwich Junction to Cheadle 199 SRS H.17 South Transpennine: Dore - Hazel Grove 12 Hulme Route Map 106 SRS H.22 Manchester Piccadilly - Crewe 16 SRS N.09 Crewe to Kidsgrove 204 M1 and M12 London Marylebone to Birmingham Snow Hill 107 SRS H.23 Manchester Piccadilly - Deansgate 19 SRS N.10 Watford Junction to St Albans Abbey 207 M2, M3 and M4 Aylesbury lines 111 SRS H.24 Deansgate - Liverpool South Parkway 22 SRS N.11 Euston to Watford Junction (DC Lines) 210 M5 Rugby to Birmingham New Street 115 SRS H.25 Liverpool Lime Street - Liverpool South Parkway 25 SRS N.12 Bletchley to Bedford 214 M6 and M7 Stafford and Wolverhampton 119 SRS H.26 North Transpennine: Manchester Piccadilly - 28 SRS N.13 Crewe to Chester 218 M8, M9, M19 and M21 Cross City Souh lines 123 Guide Bridge SRS N.99 Freight lines 221 M10 ad M22 -
Mandatory Requirements for Signalling Safeworking Procedures Version 2.0 Issued Date: 26 May 2015
T HR SC 02000 ST Standard Mandatory Requirements for Signalling Safeworking Procedures Version 2.0 Issued date: 26 May 2015 Important Warning This document is one of a set of standards developed solely and specifically for use on public transport assets which are vested in or owned, managed, controlled, commissioned or funded by the NSW Government, a NSW Government agency or a Transport Agency (as defined in the Asset Standards Authority Charter). It is not suitable for any other purpose. You must not use or adapt it or rely upon it in any way unless you are authorised in writing to do so by a relevant NSW Government agency. If this document forms part of a contract with, or is a condition of approval by a NSW Government agency, use of the document is subject to the terms of the contract or approval. This document may not be current. Current standards are available for download from the Asset Standards Authority website at Superseded by T HR SC 02000 ST v3.0 www.asa.transport.nsw.gov.au. © State of NSW through Transport for NSW T HR SC 02000 ST Mandatory Requirements for Signalling Safeworking Procedures Version 2.0 Issued date: 26 May 2015 Standard governance Owner: Lead Signals and Control Systems Engineer, Asset Standards Authority Authoriser: Chief Engineer Rail, Asset Standards Authority Approver: Director, Asset Standards Authority on behalf of the ASA Configuration Control Board Document history Version Summary of Changes 1.0 First issue. 2.0 Minor technical changes to the following topics: • treatment of trainstop failures in -
B COMMISSION DECISION of 7 November 2006 Concerning A
2006D0860 — EN — 24.01.2013 — 004.001 — 1 This document is meant purely as a documentation tool and the institutions do not assume any liability for its contents ►B COMMISSION DECISION of 7 November 2006 concerning a technical specification for interoperability relating to the control-command and signalling subsystem of the trans-European high speed rail system and modifying Annex A to Decision 2006/679/EC concerning the technical specification for interoperability relating to the control-command and signalling subsystem of the trans-European conventional rail system (notified under document number C(2006) 5211) (Text with EEA relevance) (2006/860/EC) (OJ L 342, 7.12.2006, p. 1) Amended by: Official Journal No page date ►M1 Commission Decision 2007/153/EC of 6 March 2007 L 67 13 7.3.2007 ►M2 Commission Decision 2008/386/EC of 23 April 2008 L 136 11 24.5.2008 ►M3 Commission Decision 2010/79/EC of 19 October 2009 L 37 74 10.2.2010 ►M4 Commission Decision 2012/463/EU of 23 July 2012 L 217 11 14.8.2012 2006D0860 — EN — 24.01.2013 — 004.001 — 2 ▼B COMMISSION DECISION of 7 November 2006 concerning a technical specification for interoperability relating to the control-command and signalling subsystem of the trans-European high speed rail system and modifying Annex A to Decision 2006/679/EC concerning the technical specification for interoperability relating to the control-command and signalling subsystem of the trans-European conventional rail system (notified under document number C(2006) 5211) (Text with EEA relevance) (2006/860/EC) THE COMMISSION -
View / Open TM Database Composite.Pdf
• • • • TRANSPORTATION-MARKINGS • DATABASE • COMPOSITE CATEGORIES • CLASSIFICATION & INDEX • • • - • III III • 1 TRANSPORTATION-MARKINGS: A STUDY IN CO.MMUNICATION MONOGRAPH SERIES Alternate Series Title: An Inter-modal Study of Safety Aids Transportatiol1-Markings Database Alternate T-M Titles: Transport [ation] Mark [ing]s / Transport Marks / Waymarks T-MFoundations, 4th edition, 2005 (Part A, Volume I, First Studies in T-M) (3rd edition, 1999; 2nd edition, 1991) Composite Categories A First Study in T-M: The US, 2nd edition, 1993 (Part B, Vol I) Classification & Index International Marine Aids to Navigation, 2nd edition, 1988 (parts C & D, Vol I) [Unified First Edition ofParts A-D, University Press ofAmerica, 1981] International Traffic Control Devices, 2nd edition, 2004 (Part E, Volume II, Further Studies in T-M) (lst edition, 1984) Part Iv Volume III, Additional Studies, International Railway Signals, 1991 (Part F, Vol II) International Aero Navigation Aids, 1994 (Part G, Vol II) Transportation-Markil1gs: A Study il1 T-M General Classification with Index, 2nd edition, 2004 (Part H, Vol II) (1st edition, 1994) Commllnication Monograph Series Transportation-Markings Database: Marine Aids to Navigation, 1st edition, 1997 (I'art Ii, Volume III, Additional Studies in T-M) TCDs, 1st edition, 1998 (Part Iii, Vol III) Railway Signals. 1st edition, 2000 (part Iiii, Vol III) Aero Nav Aids, 1st edition, 2001 (Part Iiv, Vol III) Composite Categories Classification & Index, 1st edition, 2006 (part Iv, Vol III) (2nd edition ofDatabase, Parts Ii-v,