Air-Rail Link at Thessaloniki Airport in Greece: How Competitive Is Monorail to METRO/LRT Systems? Prof

Total Page:16

File Type:pdf, Size:1020Kb

Air-Rail Link at Thessaloniki Airport in Greece: How Competitive Is Monorail to METRO/LRT Systems? Prof Air-Rail Link at Thessaloniki Airport in Greece: How competitive is Monorail to METRO/LRT Systems? Prof. Panagiotis Papaioannou1, Dr Alexandros Deloukas2, Prof. Ioannis Politis3, Prof. Christos Pyrgidis4 1 Professor, Aristotle University of Thessaloniki, School of Civil Engineering, Dept of Transport and Construction Management, Corresponding author Tel: +302310 995775, e-mail: [email protected], 2 ATTIKO METRO SA, e-mail: [email protected] 3 Aristotle University of Thessaloniki, School of Civil Engineering, Dept of Transport and Construction Management, e-mail: [email protected] 4 Aristotle University of Thessaloniki, School of Civil Engineering, Dept of Transport and Construction Management, [email protected] Abstract The International Airport of Thessaloniki is the third busiest airport in Greece, serving over 6.5 million passengers annually. The airport is located 14 kms from the city center of Thessaloniki and normally it takes 45 mins to travel to/from the airport by bus. A significant upgrade in terms of capacity is taking place these years according to the airport’s master plan. As of 2017 the airport has been undertaken by Fraport under a 40 years Concession contract. Travelers’ figures have increased significantly in the last 5 years and it is expected that they will continue to grow and may reach double figures by 2030. This increase calls for an improved and more reliable city-airport ground access in the next years. Currently, the airport is served by two Public Transport routes which account only for a small percentage of all person trips. Most travelers, including people employed at the airport, use private cars and taxis. Creating a fixed track connection between the airport and the city of Thessaloniki has been a hot issue in the last years, given that the Metro line which is under construction terminates 5 kms from the airport site. Many discussions among local politicians, involved authorities and the public, are in progress about the best alternative to link the airport with the city. The do-minimum option will be to schedule an express bus from the Metro terminal to the airport and vice versa so that people can reach their destination with one transfer. However, most stakeholders involved agree that ground access by road suffers from congestion impacts and this problem will continue to deteriorate in the future. For this reason, other solutions relying on a fixed track system are on the table. Three alternative rail technology options were examined in a comparative way in order to identify the least expensive one in social, economic and environmental terms. These options comprise: (a) a further extension of the Metro line which is under construction and it is expected to start operations in 2021; (b) a segregated Tramway/LRT which will start from the Metro terminal station and will follow more or less the alignment of the existing highway to the airport; (c) an elevated Monorail – single track - connecting the Metro terminal station with the airport. All alternatives are not only time reliable but also electrified, so their use is air-pollution free and carbon neutral. The rubber-tired technologies investigated are almost free of noise nuisance. The new fixed track corridor under consideration will consist of 5 stations and will have a total length of 5.1 – 6.3 kms depending on the system. The modal operating capacity selected, covers 10 -15 min policy headway, a 20- 25% rail transit share of the total trips and a directed loading of 1,300 passengers per hour per direction (pphpd). For determining future demand and modal split, a comprehensive multi modal transport model, developed by Thessaloniki public Transport Authority, was used as a supplementary tool. Model results were consequently used to perform extended cost/benefit comparative analysis. The investigation of cost (e.g. operating cost, user cost, rolling stock and infrastructure) and benefit (e.g. time variability risk, novelty image, employment creation) elements, indicate that Monorail is likely to be the least costly and most beneficial rail alternative in a total cost (benefit) perspective. The Monorail system also seems to create the least effects to land owners and businessmen in the area. It also seems to be associated with the least risks among the examined rail alternatives. However, the final decision depends on both availability of public and private funds that can be secured and on future expansion potential of each alternative. Keywords: Thessaloniki airport, Rail technologies, Fixed route systems, Monorail, Metro, LRT, Cost Benefit analysis 1 1. Introduction The international airport of Thessaloniki “Macedonia” is the third busiest airport in Greece, serving over 6.0 million passengers annually in the last two years. The airport serves local and international flights mainly to European and Middle East countries and operates on a 24-hour basis. Some 50 airlines travelling to/from 40 countries were served during 2018 from which approximately 21 were charter flight airlines. Thessaloniki airport is considered a regional hub and serves the population of Thessaloniki greater area, which is just over 1 million, as well as the area of the Region of Central Macedonia in Northern Greece including the major tourist area of Chalkidiki. The airport has two runways and currently there is an ambitious plan under implementation which consists of the extension of one runway to accommodate long haul flights, the construction of a new terminal of 31,000 m2 which will double the airport capacity and of other installations. The passenger demand trend is increasing over the years, and it is expected that the demand may reach 10 million passengers annually within the next ten-year period. Figure 1 presents the total passenger demand for the period 1999-2018 Source: https://www.skg-airport.gr/uploads/sys Figure 1: Evolution of airport passengers at Thessaloniki International Airport “Macedonia” (1999-2018) It should be noted that as of 2017 the airport has been undertaken by Fraport under a 40 year Concession contract. Many of the airport upgrading projects are part of the investment proposition by the Concessionaire. The airport is located 14 kms from the city center of Thessaloniki. Available options to reach/leave the airport include private car, taxi and Public Transport bus plus coaches for organized trips. It normally takes 55 to 75 mins to travel from/to Thessaloniki city center to/from the airport by bus, including average waiting time at stops. The respective time by private car or taxi is 50%-60% of the bus time. Extra time of 5-10 mins should be added to the above figure for private car parking and walking time to the terminal. Travel time are considered non satisfactory and it is expected that will be increased significantly in the next years along with passenger demand. Medium to serious congestion problems also appear especially during summer months, given that there is only one ground access link for all possible modes. Figure 2 shows the passenger variation by month for 2018. August is the heaviest month with a share of approximately 12%. 2 Source: https://www.skg-airport.gr/uploads/sys Figure 2: Thessaloniki Airport passenger variation by month (2018) Creating a fixed track connection between the airport and the city of Thessaloniki has been a hot issue in the last decade, given that the Metro line which is under construction terminates 5 kms from the airport site at station MIKRA. Many discussions among local politicians, involved authorities and the public, are in progress about the best alternative to link the airport with the city. The do-minimum option will be to schedule an express bus from the Metro terminal station MIKRA to the airport and vice versa so that people can reach their destination with one transfer. However, most stakeholders involved agree that ground access by road suffers from congestion impacts and this problem will continue to deteriorate in the future. For this reason, other solutions relying on a fixed track system are on the table. Figure 3 shows the map of the Thessaloniki Metro system at its final phase, including the potential Metro extension to the airport. This plan foresees that there will be four stations along the Metro line to the airport. Source: Attiko Metro website (www.ametro.gr) Figure 3: Thessaloniki Metro system map and location of Thessaloniki airport 3 The other fixed track solutions examined at a preliminary level so far are a Tram/LRT surface connection between MIKRA Metro station and the airport and an elevated Monorail connection between the same end points. The three systems, (Metro, Tram/LRT and Monorail), are examined in a comparative way in this paper as future alternative options to connect the terminal station of MIKRA with the airport. The comparison is made against the existing bus connection which will continue to exist no matter if a new system will be implemented. All alternatives, with the exception of bus connection, are not only time reliable but also electrified, so their use is air-pollution free and carbon neutral. The rubber-tired technologies investigated are almost free of noise nuisance. The comparative examination took place in the framework of a CIVITAS CATALIST project completed in 2011 [1], [2] by Thessaloniki Public Transport Authority. The paper is organized as follows. The available data about the airport ground access as well as about the modal split of trip makers to/from the airport are presented in section 2. Section 3 provides a short description of the three alternative fixed track rail options as well as of the bus option. The methodological approach to estimate/forecast travel behavior of trip makers towards each different option and consequently future demand is presented in section 4. Finally, Section 5 is focused on the results and findings of the analysis including the different cost items that correspond to each future option.
Recommended publications
  • Athens Metro Athens Metro
    ATHENSATHENS METROMETRO Past,Past, PresentPresent && FutureFuture Dr. G. Leoutsakos ATTIKO METRO S.A. 46th ECCE Meeting Athens, 19 October 2007 ATHENS METRO LINES HELLENIC MINISTRY FORFOR THETHE ENVIRONMENT,ENVIRONMENT, PHYSICALPHYSICAL PLANNINGPLANNING ANDAND PUBLICPUBLIC WORKSWORKS METRO NETWORK PHASES Line 1 (26 km, 23 stations, 1 depot, 220 train cars) Base Project (17.5 km, 20 stations, 1 depot, 168 train cars) [2000] First phase extensions (8.7 km, 4 stations, 1 depot, 126 train cars) [2004] + airport link 20.9 km, 4 stations (shared with Suburban Rail) [2004] + 4.3 km, 3 stations [2007] Extensions under construction (8.5 km, 10 stations, 2 depots, 102 train cars) [2008-2010] Extensions under tender (8.2 km, 7 stations) [2013] New line 4 (21 km, 20 stations, 1 depot, 180 train cars) [2020] LINE 1 – ISAP 9 26 km long 9 24 stations 9 3.1 km of underground line 9 In operation since 1869 9 450,000 passengers/day LENGTH BASE PROJECT STATIONS (km) Line 2 Sepolia – Dafni 9.2 12 BASE PROJECT Monastirakiι – Ethniki Line 3 8.4 8 Amyna TOTAL 17.6 20 HELLENIC MINISTRY FORFOR THETHE ENVIRONMENT,ENVIRONMENT, PHYSICALPHYSICAL PLANNINGPLANNING ANDAND PUBLICPUBLIC WORKSWORKS LENGTH PROJECTS IN OPERATION STATIONS (km.) PROJECTS IN Line 2 Ag. Antonios – Ag. Dimitrios 30.4 27 Line 3 Egaleo – Doukissis Plakentias OPERATION Doukissis Plakentias – Αirport Line 3 (Suburban Line in common 20.7 4 use with the Metro) TOTAL 51.1 31 HELLENIC MINISTRY FORFOR THETHE ENVIRONMENT,ENVIRONMENT, PHYSICALPHYSICAL PLANNINGPLANNING ANDAND PUBLICPUBLIC WORKSWORKS
    [Show full text]
  • Member States
    EUR million Member States Belgium 1 755,0 Gas storage, transport and transmission throughout Belgium Fluxys 120,0 Construction of two combined cycle gas-fired units in Lelystadt-Flevoland (Netherlands), combined cycle gas-fired unit in Amercoeur-Hainaut and blast furnace residue gas-fired unit at Arcelor plant in Ghent Electrabel SA 25,0 (Belgium) Construction and operation of first phase of Belgium's second large offshore wind farm Special purpose entity/fund 300,0 Financing of small and medium-scale renewable energy projects Dexia Banque Belgique 150,0 Construction and rehabilitation of regional wastewater treatment facilities in Flemish region Aquafin NV 100,0 Construction and modernisation of sewerage networks in Flemish region, comprising East and West Aquafin NV 200,0 Flanders, Antwerp, Flemish Brabant and Limburg Compagnie Upgrading of drinking water supply networks in Greater Liège Intercommunale Liégeoise 120,0 des Eaux Urban regeneration comprising demolition, upgrading and repair of social housing and associated social Société Wallonne du 250,0 and urban infrastructure in Walloon region Logement Vlaamse Maatschappij voor Modernisation, refurbishment and reconstruction of 7 500 rented social housing units 200,0 Sociaal Wonen NV RDI in fields of cancer diagnosis and therapy on various sites Ion Beam Applications S.A. 50,0 R&D in field of hardware and software for virtual simulation, prototyping and testing technologies in LMS International NV 15,0 Leuven (Belgium), Brasov (Romania) and Lyon (France) Financing of small and medium-scale projects carried out by SMEs ING Bank N.V. 75,0 Fortis Banque SA 150,0 Bulgaria 173,5 Rehabilitation of three major junctions in Sofia's road network Sofia Municipality 43,5 Financing of small and medium-scale projects carried out by SMEs Erste Group Bank AG 5,0 Eurobank EFG Bulgaria AD 50,0 Piraeus Bank Bulgaria AD 40,0 Bulgarian Development 25,0 Bank AD Alpha Bank AE 10,0 Czech Republic 1 860,5 Upgrading and extension of electricity distribution network across large part of Czech Republic ČEZ Distribuce, a.s.
    [Show full text]
  • Ellaktor Group Presentation De
    Group Presentation December 2013 Recent Developments / 9M2013 Financial Highlights The agreements for the re-initiation of the suspended BOT projects of Argean Motorways and Olympia Odos have been submitted for approval to the parliament of the Hellenic Republic - financial close targeted in December 2013 Revenues in 9Μ 2013 reached € 884.5 ml, slightly increased (1.7%) compared to 9M2012, mainly as a result of increased revenues in Construction Operating profit (EBIT) reached € 83.9 ml Profit before tax reached € 42.9 ml, decreased by 13.8% vs 9M 2012 After tax (before minorities) the group reported losses of € 12.0 ml vs profits of € 26.8 ml in 9M 2012, negatively affected by increased deferred taxation of ~ € 25 ml as a result of the corporate tax rate increase from 20% to 26% (mainly impacting Attiki Odos) - no withholding tax on dividend distribution is expected on future dividend inflows from group companies that will have a net positive cash flow effect for the group Total construction backlog stands at ~ € 3.2 bn (incl. ~ € 390 ml of contracts pending signature) Negotiations for the re-initiation of the suspended BOT projects are in their final stages Corporate related Net Debt as of 30/9/2013 reached € 438.3 ml vs € 513.2 ml as of 31/12/2012, mainly due to an increase in cash - refinancing of corporate debt at ELLAKTOR and AKTOR Concessions is at its final stages of documentation and is expected to be signed by year end 2013 9eld0029 2 Key Investment highlights Leading infrastructure player in Greece with an increasing international footprint Significant values from participation in Eldorado Well-balanced diversified Gold / Hellas Gold portfolio of activities Growth prospects in Waste Unrivalled construction Management and knowhow (backlog Renewable Energy c.€3.2bn) Strong expected dividend stream from mature concessions (i.e.
    [Show full text]
  • Global Report Global Metro Projects 2020.Qxp
    Table of Contents 1.1 Global Metrorail industry 2.2.2 Brazil 2.3.4.2 Changchun Urban Rail Transit 1.1.1 Overview 2.2.2.1 Belo Horizonte Metro 2.3.4.3 Chengdu Metro 1.1.2 Network and Station 2.2.2.2 Brasília Metro 2.3.4.4 Guangzhou Metro Development 2.2.2.3 Cariri Metro 2.3.4.5 Hefei Metro 1.1.3 Ridership 2.2.2.4 Fortaleza Rapid Transit Project 2.3.4.6 Hong Kong Mass Railway Transit 1.1.3 Rolling stock 2.2.2.5 Porto Alegre Metro 2.3.4.7 Jinan Metro 1.1.4 Signalling 2.2.2.6 Recife Metro 2.3.4.8 Nanchang Metro 1.1.5 Power and Tracks 2.2.2.7 Rio de Janeiro Metro 2.3.4.9 Nanjing Metro 1.1.6 Fare systems 2.2.2.8 Salvador Metro 2.3.4.10 Ningbo Rail Transit 1.1.7 Funding and financing 2.2.2.9 São Paulo Metro 2.3.4.11 Shanghai Metro 1.1.8 Project delivery models 2.3.4.12 Shenzhen Metro 1.1.9 Key trends and developments 2.2.3 Chile 2.3.4.13 Suzhou Metro 2.2.3.1 Santiago Metro 2.3.4.14 Ürümqi Metro 1.2 Opportunities and Outlook 2.2.3.2 Valparaiso Metro 2.3.4.15 Wuhan Metro 1.2.1 Growth drivers 1.2.2 Network expansion by 2025 2.2.4 Colombia 2.3.5 India 1.2.3 Network expansion by 2030 2.2.4.1 Barranquilla Metro 2.3.5.1 Agra Metro 1.2.4 Network expansion beyond 2.2.4.2 Bogotá Metro 2.3.5.2 Ahmedabad-Gandhinagar Metro 2030 2.2.4.3 Medellín Metro 2.3.5.3 Bengaluru Metro 1.2.5 Rolling stock procurement and 2.3.5.4 Bhopal Metro refurbishment 2.2.5 Dominican Republic 2.3.5.5 Chennai Metro 1.2.6 Fare system upgrades and 2.2.5.1 Santo Domingo Metro 2.3.5.6 Hyderabad Metro Rail innovation 2.3.5.7 Jaipur Metro Rail 1.2.7 Signalling technology 2.2.6 Ecuador
    [Show full text]
  • Catálogo 2018
    CATÁLOGO 2018 EMPRESAS PROVEEDORAS ASOCIADAS A ALAMYS COMITÉ EDITORIAL Secretario General: Roland Zamora Vega. Jefe de Secretaría General: Constantin Dellis. Editora General: Daniela Barría Rodríguez. Diseño: Baobab Diseño. Contacto Comunicaciones ALAMYS: Daniela Barría. Mail: [email protected]. Teléfono: +56 2 2937 8226. Todos los derechos reservados ALAMYS Santiago de Chile, 2018 El “Catálogo 2018: empresas proveedoras asociadas a ALAMYS”, es un directorio elaborado por la Secretaría General de ALAMYS, con la colaboración de los representantes de cada una de las entidades que aquí se presentan. A todos ellos, agradecemos su disposición para la publicación de este documento. CATÁLOGO 2018: EMPRESAS PROVEEDORAS ASOCIADAS A ALAMYS ÍNDICE 4 SOBRE ALAMYS 5 PRESENTACIÓN 6 CATÁLOGO 2018: EMPRESAS PROVEEDORAS ASOCIADAS A ALAMYS (POR ORDEN ALFABÉTICO) 7 ALSTOM 51 INECO 9 ALTRAN 53 INGEROP 11 ARDANUY 55 MASABI 13 AWAAIT 57 MONT-ELE 15 AYESA 59 NIEDAX 17 BOMBARDIER 61 PANDROL 19 CAF 63 RATP DEV 21 CERTIFER 65 ROCKDELTA 23 CITEF 67 SENER 25 COLAS RAIL 69 SERDB 27 CONSOLIS 71 SICE 29 EGIS 73 SIEMENS 31 ENGIE 75 SONDA 33 ETF 77 STADLER 35 FAIVELEY 79 SYSTRA 37 GEZTNER 81 SYTECSA 39 GIRO 83 THALES 41 GLOBALVIA 85 VOESTALPINE 43 HUBNER 87 VOSSLOH 45 IDOM 47 ILF 49 INDRA 3 SOBRE ALAMYS: ASOCIACIÓN LATINOAMERICANA DE METROS Y SUBTERRÁNEOS La Asociación Latinoamericana de Metros y Subterráneos, ALAMYS, inició sus actividades en 1986, en Caracas, Venezuela, para compartir experiencias, aprender y colaborar para adquirir estándares de las mejores
    [Show full text]
  • “Technical Consultant Services for Thessaloniki Metro Projects” Technical Data Document Rfp-256/14 Table of Contents 1. G
    “TECHNICAL CONSULTANT SERVICES FOR THESSALONIKI METRO PROJECTS” RFP-256/14 TECHNICAL DATA DOCUMENT TABLE OF CONTENTS 1. GENERAL DATA – ADVISABILITY OF HIRING A TECHNICAL CONSULTANT 2. TECHNICAL SCOPE OF METRO PROJECTS 3. AM ACTIVITIES WITHIN THE FRAMEWORK OF THE METRO WORKS 4. THESSALONIKI METRO PROJECTS 5. CONSULTANT’S SCOPE OF SERVICES 6. DESCRIPTION OF POSITIONS AND QUALIFICATIONS OF THE CONSULTANT’S TECHNICAL PERSONNEL REQUIRED 7. SCHEDULE OF REQUIRED SERVICES Page 1 of 30 Technical Data FINAL “TECHNICAL CONSULTANT SERVICES FOR THESSALONIKI METRO PROJECTS” RFP-256/14 TECHNICAL DATA DOCUMENT 1. GENERAL DATA – ADVISABILITY OF HIRING A TECHNICAL CONSULTANT ATTIKO METRO A.E. (AM) was established by Law 1955/91 and its purpose is defined in Article 2 of the Second Article of Law 1955/91, as this was amended by Article 35 of Law 3203/03, and includes inter alia the design, construction, operation, running and development of the underground railway and Tramway network of Attica and Thessaloniki Prefectures.. The projects implemented by AM are projects requiring special technical skills involving multiple fields of expertise. AM is currently constructing the projects of the Athens Metro extension to Piraeus, the Tramway network extension to Piraeus, the Base Project of Thessaloniki Metro and its extensions to Kalamaria; moreover, at a design stage are the projects of Line 4, the extension to Ilion and to Glyfada, and projects executed on Line 1 in Athens, as well as the extensions of Thessaloniki Metro to Stavroupoli, Evosmos and the Airport. Taking the above into consideration and in order for AM to fulfill its obligations, it is necessary for it to seek the support of a specialized Technical Consultant for the projects of Thessaloniki Metro.
    [Show full text]
  • A Week in the Life on Thessaloniki's Metro ITACUS Embraces Young Members
    The ITA Young Members’ Magazine Issue 5 2019 A Week in The Life on Thessaloniki’s Metro ITACUS Embraces Young Members Young Tunnellers Visit the Brenner Base Tunnel Exploring Naples’ Ancient Underground 19-03-20_005_ID19050_eAZ_Grand Paris_ITAYM_Breakthrough_210x300_RZfo GRAND PARIS EXPRESS, FRANCE BUILDING MULTIPLE CONNECTIONS 200 kilometers on four fully automated subway lines with 68 stations – Grand Paris Express is Europe’s largest infrastructure project. 10 EPB shields and 3 Variable Density TBMs are scheduled to bore more than 44 kilometers of tunnel. A newly build service hub and our group brands keep the job flowing on site. herrenknecht.com Contractor: ALLIANCE (Demathieu Bard, Implenia, NGE, Pizzarotti) 2 Breakthrough 19-03-20_005_ID19050_eAZ_Grand Paris_ITAYM_Breakthrough_210x300_RZfo.indd 1 22.03.19 09:22 Welcome to ‘Breakthrough’ Dear readers, Welcome to the 5th edition of Breakthrough, the International Tunnelling and Underground Space Association’s Young Members group’s (ITAYM) initiative to promote opportunities for SHAPE THE DIGITALthe next generation of tunnellers. Hopefully in the following pages you will learn something new about the people and tunnels of the ITA family of member nations that informs, FUTURE WITH US. inspires or excites you. A lot of things have developed since the ITAYM group was founded in Brazil, in 2013, but the enthusiasm and energy this group is still as vibrant as ever. If this is your first introduction to the world of tunnelling then I hope it is just the start of a long and rewarding journey. I was fortunate enough to attend the 4th ITA Tunnel Awards in Chuzhuou, China, last November where a truly outstanding collection of seven young engineers were vying for the Young Tunneller of the Year award.
    [Show full text]
  • REPRESENTATIVE PROJECTS Tunnels and Underground Works
    REPRESENTATIVE PROJECTS Rev. 43 Tunnels and underground works February 2021 Year Client/Contractor Project Description 2021 FIELD S.r.l. S. Cristoforo Project Supply of RDS gauges. Lallio, Italy Rails monitoring - MM4 Line Milan, Italy 2020-21 ZENSOR NV Bruxelles Metro Supply of borehole extensometers, water level Bruxelles, Belgium Belgium indicator, H-level gauges and WR-Log. 2020-21 SOLETANCHE POLSKA sp zoo Swinoujscie Road Tunnel Supply of vibrating wire piezometers, pressure cells, Warsaw, Poland Poland vibrating wire strain gauges, digital BH-Profile and Omnialog. 2018-21 FONDASOL Grand Paris Metro Supply of inclinometer casing model S131/S143 and SIXENSE SOLDATA Line no. 15 quick-joint, BRAIN inclinometers system, DEX/DEXs CEMENTYS S.A.S. France probes, digital IPIs, digital BH-Profiles, H-levels, digital GEOCENTRE tiltmeters, borehole extensometers, vibrating wire strain-gauges, pressure cells, creckmeters, electric via SISGEO FRANCE load cells, piezometers and transducers, Omnia dataloggers and WR-logs. 2018-21 FONDASOL Grand Paris Metro Supply of ABS inclinometer casing, BH-Profile, PVC SIXENSE SOLDATA Line no. 14 tubing with Casagrande filters, T-Rex system, BRAIN MIRE S.A.S. France system, borehole extensometers with displacement ESIRIS IDF ED SAS transducers, vibrating wire strain-gauges, vibrating wire piezometers, vibrating wire crackmeters, via SISGEO FRANCE pressure cells, readout unit, portable datalogger, Omnia dataloggers and WR-Log. 2014-21 METRO BLU SCRL Milan Metro Supply of inclinometer casing, vibrating wire strain- Milan, Italy MM4 Line gauges, vibrating wire crackmeters, vibrating wire Italy piezometers, MEMS and digital tiltmeters, electric FIELD S.r.l. load cells, borehole extensometers, DEX sensors, Lallio, Italy digital inclinometer system, T-REX system, RDS system, readout unit and Omnia data acquisition systems.
    [Show full text]
  • Thessaloniki’S METRO (Red Line) and Its Future Extensions
    Action 3.1: Mapping ongoing public and private investments ACTION 3.1: MAPPING ONGOING PUBLIC AND PRIVATE INVESTMENTS 1 1. INTRODUCTION 2 2. DESCRIPTION OF TRANSPORTATION SERVICES PROVIDED IN THE HUB 3 1.1 Transport services at urban / regional level and key actors in policy making and service provision 3 1.1.1 Transport services at national level and key actors in policy making and service provision 11 1.1.2 Transport services at transnational level and key actors in policy making and service provision 16 3. DESCRIPTION OF THE LEGAL BACKGROUND OF THE ORGANIZATIONS INVOLVED IN TRANSPORT PROVISION 21 4. MAPPING OF ONGOING AND PLANNED INVESTMENTS 25 5. CONCLUSIONS 33 6. REFERENCES 36 LIST OF FIGURES Figure 1: Urban area served by OASTH................................................................................................................................... 4 Figure 2: The basic axis of Thessaloniki’s METRO (red line) and its future extensions .......................................................... 4 Figure 3: Suburban area served by OASTH ............................................................................................................................. 5 Figure 4: Intermodal connectivity in Thessaloniki’s hub ........................................................................................................ 6 Figure 5: OASTH e- platform ................................................................................................................................................... 8 Figure 6: E-platform of Thessaloniki's
    [Show full text]
  • Preserving the Byzantine Antiquities While Retaining the Operability of the Venizelou - Thessaloniki Metro Station: Contribution Towards a Common Consensus
    CESARE’14 International Conference Civil Engineering for Sustainability and Resilience Amman, 24-27.04.2014 PRESERVING THE BYZANTINE ANTIQUITIES WHILE RETAINING THE OPERABILITY OF THE VENIZELOU - THESSALONIKI METRO STATION: CONTRIBUTION TOWARDS A COMMON CONSENSUS C. Anagnostopoulos1, A. Sextos1, D. Bikas1, K. Stylianidis1, D. Angelides1, I. Avramidis1 1Department of Civil Engineering Aristotle University of Thessaloniki GR-54124, Greece e-mail: [email protected]; web page: http://www.civil.auth.gr Keywords: Sustainability, Cultural Heritage, Thessaloniki Metro Abstract. This paper reviews the alternative design solutions contributed by the Department of Civil Engineering when it was assigned by the Aristotle University of Thessaloniki the task to investigate the possibility of retaining the unique antiquities that were found during the construction works of the new city Metro main line, without canceling the station. It was shown on the basis of cost over the respective benefit that, such a challenging engineering task is indeed feasible from both a technical and a financial viewpoint. Given that the proposal of the Department of Civil Engineering was the first feasibility study made at a city level, it is deemed as a significant contribution to the public debate between the local and governmental authorities that essentially established a fair compromise between the involved parties and opened the path for other ideas. 1 INTRODUCTION The new Thessaloniki Metropolitan Railway infrastructure is a challenging engineering project of 1.1billion € investment, in a difficult engineering environment due to the proximity with the seaside and the exposure to a considerable level of seismic hazard. Above all, the construction of the main Metro line is faced with the challenge to accommodate the fact the city has been historically built over different layers, each one corresponding to a different era: Macedonian (Hellenistic), Roman, Byzantine, Ottoman and modern Greek.
    [Show full text]
  • «Financing the Construction of Thessaloniki's Metro»
    «Financing the construction of Thessaloniki’s Metro» Samuel Salem Transport Authority of Thessaloniki (TheTA) 17 June 2019 ,Groningen 1 Metropolitan Unit of Thessaloniki SKG ATH 2 Thessaloniki Transport Facts 1,1 mil. (Nat. Census 2011) 287 pop/ km² 400 pass. cars/ 1000 inhabitants 620 busses 70 + 6 bus lines 67% private car, 23% PT, Taxi 4%, Motorbikes 4 %, Non- Motor. 2% (Mitsakis et al., 2013) 3 Thessaloniki Metro EXPECTED OPERATION END OF 2020 EXPECTED OPERATION END OF 2021 17 June 2019 ,Groningen 4 Thessaloniki Metro Characteristics Main Line Kalamaria Extension 9,6 km 4,8 km 13 stations 5 stations 18 trains 51 m length / 450 persons 90 sec headway (180 sec during 1st phase) 18.000 users/ hr/ direction 320.000 users/ day 5 Construction Timeline Main line & Kalamaria Extension 01/2005 Main Line 12/2020 2nd Stage of Expected Operation* Procurement 09/2003 04/2006 10/2012 Procurement as Contract Sign Initial ETC public work Commence of Works 12/2021 Kalamaria Extension Expected Operation 07/2013 07/2018 Contract Sign Initial ETC Commence of Works 6 Thessaloniki Metro Timeline Main Line 2003 Decision 1917 1987 2013 Kalamaria to tender as First Reference to Metro Revival of Metro by Municipal Extension Initiative Public Work signed 1976 1999 2006 First Registry First attempt to construct by co- Commencement of to the National Budget financing construction works 7 Thessaloniki’s Metro 8 Thessaloniki’s Metro 9 Thessaloniki’s Metro 10 Thessaloniki Metro Funding Main Line 1.615 Million EURO 10% 40% EU- Subisidies Kalamaria Extension Line
    [Show full text]
  • Activity Report 2019 Activity Reports 2019 ITA Is the Leading International Organization for 4 Albania Tunnelling and Underground Space
    ITA MEMBER NATION ACTIVITY REPORTS 2019 ITA MEMBER NATION MEMBER NATION ITA September 2020 ACTIVITY REPORTS 2019 ITA Member Nation Activity Reports 2019 1 20-08-18_011_ID20081_eAz_Brenner_ITA Activity Report_210x297_RZgp ITA MEMBER NATION ACTIVITY REPORTS 2019 BRENNER BASE TUNNEL, AUSTRIA – ITALY PUSHING LIMITS WITH VIGOROUS ENGINEERING The new brenner base tunnel represents a next level of trail blazing hard-rock-tunnelling. With a total length of 64 km and maximum overburdenHERRENKNECHT of 1,300 meters this high-impact project AD sets new records. Six project specific engineered Herrenknecht hard-rock-machines are involved in the hardest mission worldwide. Empowering our customers to push the limits. herrenknecht.com/bbt/ Contractors: 1 x Gripper TBM: Consortium H33 Tulfes-Pfons 3 x Double Shield TBM: Consortium Mules 2-3 2 x Single Shield TBM: Consortium H51 Pfons-Brenner 2 20-08-18_011_ID20081_eAz_Brenner_ITA Activity Report_210x297_RZgp.indd 1 18.08.20 10:34 ITA MEMBER NATION ACTIVITY REPORTS 2019 Contents Jinxiu (Jenny) Yan ITA President ITA President’s message for the ITA ITA MEMBER NATION Member Nations Activity Report 2019 Activity Reports 2019 ITA is the leading international organization for 4 Albania tunnelling and underground space. This position is dependent not only on the intensive worldwide 5 Argentina activities of the ITA itself, but also of its Member 6 Australia Nations with their leading positions in their respective countries. Over the past year, this has 9 Belarus been further consolidated via stronger communication and closer cooperation 10 Brazil between the ITA and its Member Nations, and also among the Member Nations 13 Bulgaria themselves. Issuing this print version of the yearly ITA Member Nations Activity report is one 13 Canada of the most effective ways to promote better communications within the ITA HERRENKNECHT AD 16 Chile family.
    [Show full text]