Graz Action Plan
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ÖBB-PORR Slab Track System for the Koralm Railway — World of PORR
World of PORR 168/2016 PORR Updates ÖBB-PORR slab track system for the Koralm railway Success with our own technology The Austrian Federal Railways (ÖBB) continue to rely on the railway construction expertise of PORR Bau GmbH. Under its leadership, 3276m of railway line will be installed using the “ÖBB-PORR elastically supported slab system”. Construction work on the slab tracks of line 1 in the Hengsberg Tunnel and the Weitendorf FW12 underpass, Different types of ÖBB-PORR track support slabs Oberbau 66.03 section has started on 5 February 2016. Line Image: PORR AG 2 was built also under the leadership of PORR Bau GmbH in 2010 as a slab track and has been operational since December 2010. The following concrete and surface works will be carried out for ÖBB: Line 1 slab tracks Track cover with load bearing sound-absorbing slabs Switch in slab tracks Light mass-spring system in the Weitendorf FW12 underpass Load distribution slabs Pre-ballasting on the connecting line The main construction work on the slab tracks will be carried out over a 7 week period from 11 July to 26 August 2016 during which time the tracks will be closed. The work will mainly be carried out on rails in shifts. This construction work is a part of the new Koralm Railway Line project between Graz and Klagenfurt. Construction of the Koralm Railway Line began in 1999. The new 130km-long line will be completed in 2023. The rail journey from Graz to ÖBB-Porr slab tracks with load bearing sound-absorbing slabs Klagenfurt will then only take 45 minutes, with trains reaching Image: PORR AG speeds of up to 230km/h. -
Schienenkorridore Für Die Steiermark Ausbauvorstellungen Für Den Güter- Und Personenverkehr
Steirische Regionalpolitische Studien Nr. 01/2018 Schienenkorridore für die Steiermark Ausbauvorstellungen für den Güter- und Personenverkehr Autoren: DI Dr.Helmut Adelsberger Dkfm. Dr. Heinz Petzmann Studie im Auftrag der steirischen Sozialpartner, März 2018 Inhaltsverzeichnis Seite Executive Summary 3 1. Das Transeuropäische Verkehrsnetz; Relevanz für die Steiermark 7 2. Raumstruktur und Lage der Steiermark im österreichischen und europäischen Schienennetz 14 2.1. Die Raumstruktur der Steiermark 14 2.2. Die Lage der Steiermark im österreichischen und europäischen Schienennetz 16 3. Bestehende Situation und Ziele 24 4. Der Baltisch-Adriatische Korridor 29 4.1. Bestand und aktuelle Planungen von der Ostsee bis einschließlich Wien 29 4.2. Bestand und aktuelle Planungen südlich von Wien bis Bruck an der Mur 31 4.3. Bestand und aktuelle Planungen südwestlich von Graz 36 4.4. Verkehrsströme im Baltisch-Adriatischen Korridor 39 4.5. Ausbaubedarf im Baltisch-Adriatischen Korridor 41 5. Die Pyhrnachse 45 5.1. Die angestrebte Verankerung der Pyhrnachse im TEN-T 45 5.2. Bestand und aktuelle Planungen nördlich von Bruck an der Mur 47 5.3. Bestand und aktuelle Planungen südlich von Werndorf 52 5.4. Verkehrsströme in der Pyhrnachse 56 5.5. Ausbaubedarf in der Pyhrnachse 59 5.6. Die Krapina-Bahn 62 6. Der Abschnitt Bruck an der Mur – Graz – Werndorf 68 6.1. Bestand und aktuelle Planungen 68 6.2. Verkehrsströme im Abschnitt Bruck an der Mur – Graz – Werndorf 73 6.3. Ausbaubedarf im Abschnitt Bruck an der Mur – Graz – Werndorf 74 7. Die Grazer Ostbahn 84 7.1. Bestand und aktuelle Planungen 84 7.2. Ausbaubedarf der Grazer Ostbahn 86 8. -
Koralm Tunnel
KORALM TUNNEL – DEVELOPMENT OF TUNNEL SYSTEM DESIGN AND SAFETY CONCEPT Christof Neumann, Florian Diernhofer, ILF Consulting Engineers, Austria Gerhard Harer, Josef Koinig, OEBB Infrastruktur Bau AG 1 ABSTRACT The 32.8-km-long Koralm tunnel requires additional measures to guarantee a sufficient safety level. The methodology applied to define safety measures for this very long tunnel is on the one hand based on a set of guidelines and on the other hand based on the specific boundary conditions of this tunnel. These tunnel-specific conditions are considered by establishing customized safety targets. As a result of an investigation into the construction and operating phase, the tunnel system was determined to consist of two single-tube tunnels, an emergency station, no crossover and cross- passages every 500 m. The emergency station in the centre of the tunnel, which incorporates various considerations, was designed to accommodate staggered platforms and a refuge room with a length of 800 m. With a view to the incident management strategy to be adopted, characteristic operating scenarios were analysed to realistically reflect the sequence of events in case of an emergency. 2 THE KORALM TUNNEL PROJECT The Koralm tunnel is one of the key elements of the Koralm high-capacity railway line, which connects the cities of Graz and Klagenfurt in the south of Austria. The Koralm railway line is part of the Baltic-Adriatic Axis, which represents the easternmost crossing of the Alps and links several Eastern European countries Koralm line with Koralm tunnel and Vienna with southern Austria and northern Italy. The Koralm line is a 130- km-long high-capacity railway line engineered for a design speed of 200 km/h. -
Grr318 Online.Indb
IN THIS ISSUE Digitalisation: Infrabel’s commitment to delivering a smarter and safer railway UK rail expert debate: Embracing change and solving challenges 9,$5DLO&DQDGDDžVǪHHWUHQHZDO programme and modernisation strategy ISSUE JUN 03 2018 EXPERTISE | OPINION | INTELLIGENCE globalrailwayreview.com Level crossing safety Discover how the rail sector is deploying innovative technology and concentrating on several campaigns and educational programmes to reduce the number of level crossing accidents and save lives Developing solu- tions for strong railway operations. Increase the capacity of your rail network. Swiss precision in WUDȢFPDQDJHPHQW 5DLO&RQWURO6\VWHP 5&6 Discover more at sbb.ch/rcs Swiss Federal Railways SBB, Infrastructure Sales, Hilfikerstrasse 3, 3000 Bern 65, Switzerland, + 41 51 222 88 88, [email protected], www.sbb.ch WELCOME Why is the message still not clear? Recent headlines and statistics suggest that many pedestrians and motorists do not understand the dangers of level crossings. Is the rail sector doing enough to help educate the public? EVERYONE should know that level crossings are dangerous, yet so many people continue to cause accidents at these road/rail junctions that result in serious injury and, too often, fatalities. It’s surely simple: Be sensible and adhere to GLOBAL RAILWAY REVIEW warnings at level crossings. VOL 24 | ISSUE 03 | JUN 2018 According to Operational Lifesaver Inc. few people are aware of the worrying statistic that in America, a person or Founder: IAN RUSSELL Managing Director: JOSH RUSSELL vehicle is hit by a train roughly every three hours. And it’s Editor: CRAIG WATERS Junior Editor: TARA NOLAN not only happening in the ‘States; in 2015, according Editorial Assistants: MANDY PARRETT / SARAH WILLS Commerical Director: SAM PIRANI to the European Union Agency for Railways, there were Sales Manager: JESSICA RUSSELL Sales Executive: TONI LAMB 469 collisions at level crossings in the EU, resulting in Product Marketing Exec: ALEX COOLEY Head of Marketing: JON RAESIDE 288 fatalities and 239 serious injuries. -
Issue #30, March 2021
High-Speed Intercity Passenger SPEEDLINESMarch 2021 ISSUE #30 Moynihan is a spectacular APTA’S CONFERENCE SCHEDULE » p. 8 train hall for Amtrak, providing additional access to Long Island Railroad platforms. Occupying the GLOBAL RAIL PROJECTS » p. 12 entirety of the superblock between Eighth and Ninth Avenues and 31st » p. 26 and 33rd Streets. FRICTIONLESS, HIGH-SPEED TRANSPORTATION » p. 5 APTA’S PHASE 2 ROI STUDY » p. 39 CONTENTS 2 SPEEDLINES MAGAZINE 3 CHAIRMAN’S LETTER On the front cover: Greetings from our Chair, Joe Giulietti INVESTING IN ENVIRONMENTALLY FRIENDLY AND ENERGY-EFFICIENT HIGH-SPEED RAIL PROJECTS WILL CREATE HIGHLY SKILLED JOBS IN THE TRANS- PORTATION INDUSTRY, REVITALIZE DOMESTIC 4 APTA’S CONFERENCE INDUSTRIES SUPPLYING TRANSPORTATION PROD- UCTS AND SERVICES, REDUCE THE NATION’S DEPEN- DENCY ON FOREIGN OIL, MITIGATE CONGESTION, FEATURE ARTICLE: AND PROVIDE TRAVEL CHOICES. 5 MOYNIHAN TRAIN HALL 8 2021 CONFERENCE SCHEDULE 9 SHARED USE - IS IT THE ANSWER? 12 GLOBAL RAIL PROJECTS 24 SNIPPETS - IN THE NEWS... ABOVE: For decades, Penn Station has been the visible symbol of official disdain for public transit and 26 FRICTIONLESS HIGH-SPEED TRANS intercity rail travel, and the people who depend on them. The blight that is Penn Station, the new Moynihan Train Hall helps knit together Midtown South with the 31 THAILAND’S FIRST PHASE OF HSR business district expanding out from Hudson Yards. 32 AMTRAK’S BIKE PROGRAM CHAIR: JOE GIULIETTI VICE CHAIR: CHRIS BRADY SECRETARY: MELANIE K. JOHNSON OFFICER AT LARGE: MICHAEL MCLAUGHLIN 33 -
Key Aspects of Long Railroad Tunnels
Key Aspects of Long Railroad Tunnels (e.g. Semmering Base Tunnel alignment selection process) Johannes Kleberger May 28th 2012 Ankara Key Aspects of Long Railroad Tunnels Appropriate Alignment selection process Geological investigation and ground modelling Definition of maximum longitidinal gradient Definition of minimum horizontal radius Design speed selection/aerodynamic design Tunnel system selection (passenger trains only or mixed traffic, maintenance concept for railroad line) Tunnel Safety lnfrastructure according to Internat. Standards Tunnel construction method(s) selection Construction contract selection/ fair risk share Construction budget availability Realistic construction time scenario © iC group. For copies, please contact +43 1 521 69-0 or [email protected]. 2 OVERVIEW SEMMERING BASE TUNNEL KORALM TUNNEL © iC group. For copies, please contact +43 1 521 69-0 or [email protected]. 3 GHEGA-LINE © iC group. For copies, please contact +43 1 521 69-0 or [email protected]. 4 GHEGA-LINE (UNESCO WORLD HERITAGE) built from 1848 - 1854 by Carl Ritter von Ghega 41.8 km length from Gloggnitz to Mürzzuschlag (linear distance: 21 km) more than 20.000 workers 15 tunnels (total length 5.420 m) and 16 viaducts max. gradient 28 ‰ (25 km >20 ‰) original speed 6 km/h, today max. speed 70 km/h 2 lokomotives for heavy cargo trains © iC group. For copies, please contact +43 1 521 69-0 or [email protected]. 5 DESIGN PARAMETER FOR BASE TUNNEL new maximum gradient 0,85 % minimum horizontal radius 3.000 m design speed 230 km/h 2 parallel single-track tubes emergency stop in the middle of the tunnel minimum inner clearance of 41 m2 cross passages every 500 m „short construction time“ and „high flexibility in construction“ intermediate construction accesses, use of TBM © iC group. -
Koralm, Railway Line, Wettmannstätten
SUBSOIL EXPLORATION•• GEOMECHANICS GEOHYDROLOGY Prof. DI Dr. techn. Peter Waibel, State Certified Civil Engineer KORALM,GRAZ - KLAGENFURT RAILWAY LINE, WETTMANNSTÄTTEN - ST. ANDRÄ SECTION Client: ÖBB-Infrastruktur Bau AG (Austrian Railways Infrastructure Construction AG) Development Period: since 1996 THE PROJECT OUR FUNCTION With the new Koralm Railway Line BGG was commissioned with the hydro- Paierdorf exploration shaft: between Graz and Klagenfurt, an geological and geotechnical workman- For this 120 m deep shaft, that has essential section of the european railway ship of the tertiary tunnel sections and already been completed, a particularly system will be implemented. open areas. During the planning phases intensive geological and hydrogeological Within the 43.8 km long Wettmann- (route selection, environmental impact supervision was essential during the stätten - St. Andrä section (the core of assessment, and the tender for the design and execution phases. This was the line) the Koralm Tunnel, with a length exploration structures), the following necessary due to the predominant of 32.8 km, is situated. tasks were carried out: subsoil and groundwater situation: The double-tube tunnel cuts through q Hydrogeological field mapping Granular soil, with varying grain sizes, polymetamorphic crystalline rock of the q Planning and handling of several and several groundwater storeys exist all Koralpe and has an overburden of up to subsoil exploration campaigns the way to the bottom of the shaft. 1,200 m. Near the tunnel entrances, q Interpretation of aerial photographs Already during the planning stage of the tertiary sediments of different grain sizes and geophysical investigations tender, BGG established a detailed and rock with minor strength exists. -
A VIEW INSIDE ÖBB´S ASSET MANAGEMENT SYSTEM
A VIEW INSIDE ÖBB´s ASSET MANAGEMENT SYSTEM Christian Holzer ÖBB Infrastruktur AG (Austrian Federal Railways) Are you familiar with the following situation? 2 Todays real-life scenario: The asset owner comes with a request… Difficult question… Luckily we have a lot of experience! What if … ? Asset Owner Asset Manager Employees 3 Todays real-life scenario: …the asset manager forwards the request to it’s employees ? ? ? A What if … ? Asset Manager Employees 4 Todays real-life scenario: … many answers worked out by all the experts You can…, provided that… Don’t know… It is like … In my opinion.. ? My answer is… I think the One could say… answer is … Asset Manager Employees 5 Todays real-life scenario: … the asset manager responds with a brief summary Well, the answer to your question is… Asset Owner Asset Manager Employees 6 …the scenario we where confronted with in 2014… 7 Who we are Semmering base tunnel Speed up to 230 km/h 27 km long Status: under construction Start of Service: 2026 4.846 km of track 13.760 switches 6.327 bridges 246 tunnels 3.398 level crossings 1.095 stations Brenner base tunnel Koralm railway Joint project with Italy 130 km new railway lines 64 km long railway tunnel 33 km long Koralm tunnel 8 terminals Status: under construction 12 new Stations Start of Service: 2026 Status: under construction Investments of € 2 billion per year Start of Service: 2024 8 WHY? HOW? BENEFIT? 9 two questions: „what if…?“ and „what will happen then…?“ 10 Asset Management - what is it and why do we need it? Managing costs performance -
Directions to the Institute
Directions to the institute From the Graz International Airport (GRZ) to the Institute A taxi from the Graz international airport to the institute costs approx. 25 EUR. There are trains (S-Bahn no. 5) from the Graz airport (Train stop: Flughafen Graz-Feldkirchen) to the Graz main railway station (Train stop: Graz Hauptbahnhof), which runs every half an hour. From the Graz main railway station to the institute see below. There are less frequent buses (Bus 630) from the airport to the city centre (Bus stop: Graz Jakominiplatz). From Jakominiplatz to the institute you may walk about 10 minutes to the institute or take the tram no. 6 to the Neue Technik stop (see map below). From the Graz Main Railway Station (Graz Hauptbahnhof) to the Institute From the Graz main railway station (Tram stop: Graz Hauptbahnhof) you may take the tram no. 6 to the Neue Technik stop. Alternatively, you may take the tram no. 1, 3, or 7 to Jakominiplatz. From Jakominiplatz to the institute you may walk about 10 minutes to the institute or take the tram no. 6 to the Neue Technik stop (see map below). A single ticket which costs 2.10 EUR is valid for all public transport services within the Graz cen- tral tariff zone 101 (including the Graz airport) for one hour. For time tables and ticket prices, please visit the Styrian Public Transport Association website (http://www.verbundlinie.at/lang/en/). From the Vienna International Airport (VIE) to Graz There are direct flight connections from the Vienna international airport to the Graz international air- port. -
Baltic-Adriatic Corridor
CEF support to Baltic-Adriatic Corridor Innovation and Networks Executive Agency Baltic-Adriatic FEBRUARY 2018 1 Table of Contents 1. Introduction ......................................................................................................................................................................... 3 2. Action portfolio: State of play ................................................................................................................................. 4 2.1. Operational Implementation ....................................................................................................................... 4 2.1.1. Maritime .................................................................................................................................................................. 5 2.1.2. Multimodal ............................................................................................................................................................ 5 2.1.3. Rail ............................................................................................................................................................................... 6 2.1.4. Road ......................................................................................................................................................................... 10 2.1.5. Financial implementation ...................................................................................................................... 13 3. Evolution of the Action portfolio -
2021 Network Statement
2021 Network Statement of ÖBB-Infrastruktur AG including minimum access package and additional services Valid from: 13 December 2020 Version 2.2 ÖBB-Infrastruktur AG Network Access One Stop Shop Praterstern 4 1020 Vienna, Austria +43 (0) 664 6172537 [email protected] Photo: Hanno Thurnher infrastruktur.oebb.at/snnb Klassifikation: TLP gelb (Adressatenkreis) Contents 1 General information ................................................................................................................................ 6 1.1 The task of ÖBB-Infrastruktur AG ............................................................................................................. 6 1.2 Objective of the Network Statement ......................................................................................................... 6 1.3 Legal framework ....................................................................................................................................... 6 1.4 Legal status ............................................................................................................................................... 6 1.4.1 General remarks ............................................................................................................................ 6 1.4.2 Liability ........................................................................................................................................... 6 1.4.3 Appeals procedure ........................................................................................................................ -
Automated Online Communication: How to Interact in the 21St Century
Automated Online Communication: How to Interact in the 21st Century Dissertation by Zaenal Akbar submitted to the Faculty of Mathematics, Computer Science and Physics of the University of Innsbruck in partial fulfillment of the requirements for the degree of Doctor of Philosophy (PhD) Supervisor: Ass.-Prof. Dr. Anna Fensel Innsbruck, June 2018 © Copyright Zaenal Akbar The material in this publication is protected by copyright law. Year: 2018 Title: Automated Online Communication: How to Interact in the 21st Century Author: Zaenal Akbar Acknowledgements I would like to thank my supervisor Ass.-Prof. Dr. Anna Fensel for giving me the opportunity to work under her supervision. Anna provided me with valuable advice and guidance such that I can complete my research works and finish this dissertation. Further, I am also deeply grateful to the Chair of STI Innsbruck, Univ.-Prof. Dr. Dieter Fensel, who has provided me with a stimulating working environment at STI Innsbruck. Dieter has supported my works from the beginning, and this dissertation would never be finished without his valuable inputs and leadership. I am always looking forward to collaborating with both of them in the future. Many thanks go to my colleagues from STI Innsbruck, which whom I had great work- ing experiences and had co-authored papers. They had outstanding contributions to the im- provement of my works with their valuable ideas and feedback. I have carried out the re- search reported in this dissertation at the Online Communication Working Group1, Seman- tic Technology Institute (STI) Innsbruck2, Department of Computer Science3, University of Innsbruck4, Innsbruck, Austria. During the research, I have received support from various re- search projects funded by the European Union and the government of Austria.