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TRANSCRIPT
Key Aspects of Long Railroad Tunnels
Johannes KlebergerMay 28th 2012 Ankara
(e.g. Semmering Base Tunnel alignment selection process)
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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
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OVERVIEW
SEMMERING BASE TUNNEL
KORALM TUNNEL
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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
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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
7© iC group. For copies, please contact +43 1 521 69-0 or [email protected].
• Definition of criteria and weighting• Evaluation of alignment alternatives• Selection of recommended alignment
• Development of alignment alternatives• Consideration of recommendations
from „outside groups“
1st Step: Development of Corridors
2nd Step: Alignment Selection
3rd Step: Preliminary Design for Selected Alignment• Design of tunnel, shafts, adits, cross passages, portals
and auxiliary structures• Environmental impact assessment• Application of statutory approval
PLANNING PROCESS
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STUDIED CORRIDORS FOR SBTnew
Existing Ghega Railway Line
SBT „old“
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SURFACE GEOLOGICAL MAP
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• Definition of criteria and weighting• Evaluation of alignment alternatives• Selection of recommended alignment
• Development of alignment alternatives• Consideration of recommendations
from „outside groups“
1st Step: Development of Corridors
2nd Step: Alignment Selection
3rd Step: Preliminary Design for Selected Alignment• Design of tunnel, shafts, adits, cross passages, portals
and auxiliary structures• Environmental impact assessment• Application of statutory approval
PLANNING PROCESS
12© iC group. For copies, please contact +43 1 521 69-0 or [email protected].
Technical Evaluation of Alignment Alternatives Weighting of Criteria
Combination of Evaluation Results and Weighting Factors
SELECTION OF ALIGNMENT
Definition of Criteria Presentation of Criteria
DESIGN TEAM ADVISORY GROUP
2nd Step: Alignment Selection
PLANNING PROCESS
CLIENT
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Use of excavation materialConstruction logistics
Railway technology - infrastructureRailway technology – regular operationRailway technology – operation under special conditionsTRANSPORT
+TECHNOLOGY Ground conditions
Ground water and mountain water, protection of drinking waterSurface water
Transport infrastructure
Development of settlementsSettlement areas, emissionsLandscape and tourism
Natural environment and ecology
SPACE+
ENVIROMENT
CostsRisks of implementation
COSTS +RISKS
S U
B C
R I
T E
R I
A
CATALOGUE OF CRITERIA
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Use of excavation material
Construction logistics
Railway technology -infrastructure
Railway technology –regular operation
Railway technology –operation under special conditions (e.g.emergency)
Transport+
Technology
Design parametersAdaptation of techn. infrastructureTunnel equipment
Construction periodmaterial supply and muck disposal
Route capacityEnergy consumptionTravel times
Impacts of maintenance activitiesTunnel safetyTunnel ventilation (emergency)
Main criteria Sub-criteriaSubject
Operation during construction
Balance of construction materialUse of muck material
Site installation areasPermanent use of construction accesses
Ground conditionsTectonic faultsSections in loose rockMountain waterAccuracy of geolog. prediction
Operation
CATALOGUE OF CRITERIA
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Ground/mountain water, drinking water protection
Surface water
Transport infrastructure
Development of settlements
Settlement areas, pollution damage to settlements
Space+
Environment
Accessibility, portalsEconomic development
Surface water (floodwater)Water ecology
Proximity to settlement areasopportunities of local developmentCultural assetsNoise exposure to settlementsVibration exposure to settlements
Main criteria Sub-criteriaSubject
Amount of mountain water ingressImpact on drinking water supply
Landscape and tourismLandscapeRecreation Touristic development
Natural springsImpact on surface runoffsAccuracy of forcast
Natural environment and ecology
Nature reservesCultural landscape Biotopes and habitats preservingHumid habitatsWildlife ecologyFishery
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Costs
Risks of implementation
Costs+
Risks
Investment costsMaintenance costs
Main criterion Sub-criteriaSubject
Integration of previous investmentsOperational costs
17© iC group. For copies, please contact +43 1 521 69-0 or [email protected].
Use of excavation material
Construction logistics
Railway technology -infrastructure
Railway technology –regular operation
Railway technology –operation under special conditions (e.g. emergency)
Transport+
Technology
Design parametersAdaptation of techn. infrastructureTunnel equipment
Construction periodmaterial supply and muck disposal
Route capacityEnergy consumptionTravel times
Impacts of maintenance activitiesTunnel safetyTunnel ventilation (emergency)
Main criteria Sub-criteriaSubject
Operation during construction
Balance of construction materialUse of muck material
Site installation areasPermanent use of construction accesses
Ground conditionsTectonic faultsSections in loose rockMountain waterAccuracy of geolog. prediction
Operation
CATALOGUE OF CRITERIA
18© iC group. For copies, please contact +43 1 521 69-0 or [email protected].
123456789
10
TBM
Emergency stope
ACCESS AUEPORTAL GLOGGNITZ ACCESS FRÖSCHNITZGRABEN ACCESS GRAUTSCHENHOF
PORTAL MÜRZ-ZUSCHLAG
BridgeSchwarza
INNER LINING, INSTALLATION OF EQUIPMENT
NATMPortal
Mürzz.
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SUB-CRITERIA: CONSTRUCTION PERIOD
MAIN PARAMETER:
CONSTRUCTION TIME
CONSTRUCTION TIME
0123456789
10111213141516
KO
- H
B
KO
- P
W
KO
- LW
KO
- ZB
KO
- M
Zui
OH
- H
B
OH
- P
W
OH
- LW
PG
- H
B
PG
- P
W
PG
- LW
PG
- ZB
PF
- MZ
YEA
RS
Finishing Outer lining
4
3
2
1
5
R A
T I
N G
"co
nstr
uctio
n pe
riod"
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RESULT OF CONSTRUCTION LOGISTICS
1
2
3
4
5 Corresponds completely to the project-goals
Corresponds to the project-goals in a high degree
Corresponds in the essential points to the project-goals
Fulfills substantial project-goals only insufficiently
Does not fulfil substantial project goals
RISKS IN IMPLEMENTATION!
GOOD
AVERAGE
BELOW AVERAGE
BAD
EXCELENT
KO-Hb KO-Pw KO-Lw KO-Zb KO-Mz OH-Hb OH-Pw OH-Lw PG-Hb PG-Pw PG-Lw PG-Zb PF-Mz
1.6 Baulogistik 3 3 2 3 3 2 2 2 1 1 1 1 3
1.6.1 Bauzeit 2 2 2 2 2 1 1 1 1 1 1 1 3
1.6.2 Baustellen Ver- und Entsorgung 3 3 3 3 3 3 3 3 1 1 1 1 3
1.6.3 Baustelleneinrichtungsflächen 4 3 2 4 3 4 4 4 4 3 2 3 4
Construction logistics1.6 Construction logistics
1.6.1 Construction period
1.6.2Material supply and muck disposal
1.6.2Permanent use of construction accesses
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SELECTED ROUTE „PFAFFENSATTEL“
SBT „old“ 22,1 km
9,5 – 11,3 ‰
SBT „new“ 27,5 km
8,5 ‰
22© iC group. For copies, please contact +43 1 521 69-0 or [email protected].
• Definition of criteria and weighting• Evaluation of alignment alternatives• Selection of recommended alignment
• Development of alignment alternatives• Consideration of recommendations
from „outside groups“
1st Step: Development of Corridors
2nd Step: Alignment Selection
3rd Step: Preliminary Design for Selected Alignment• Design of tunnel, shafts, adits, cross passages, portals
and auxiliary structures• Environmental impact assessment• Application of statutory approval
PLANNING PROCESS
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CONSTRUCTION DETAIL NATM
Invert Slab
Sidew. Drainage
Cable Duct
Shotcrete Lining
Waterproofing System
~ 9,0 m
~ 9,
8 m
TUN
NE
L A
XIS
Inner Concrete Lining
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CONSTRUCTION DETAIL TBM
Invert Slab
Sidew. Drainage
Cable Duct
Segmental Lining
Waterproofing System
TUN
NE
L A
XIS
~ 9,7 m
~ 9,
7 m
Tail Void
Inner Concrete Lining
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SITE INVESTIGATION
(1) GROUND INVESTIGATION FOR 4 PROPOSED CORRIDORS- 75 core drillings (total length 10.900 m), max. depth of 350 m- Documentation and monitoring of 3.700 springs, wells, creeks
(2) GROUND INVESTIGATION FOR SELECTED ALIGNMENT- Additional 55 core drillings (total length 17.500 m), max. depth of
720 m- Geophysical and geoelectrical investigation (totally 15 profiles)- In-situ (borehole) testing (acoustic scan, sonic lock, vertical
seismic profiling, insitu stress measurements by hydro frac)- Laboratory testing
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TBMEmergency stope
ACCESS GÖSTRITZPORTAL GLOGGNITZ ACCESS FRÖSCHNITZGRABEN ACCESS GRAUTSCHENHOF
PORTAL MÜRZ-ZUSCHLAG
BridgeSchwarza
INNER LINING, INSTALLATION OF EQUIPMENT
NATMPortal
Mürzz.TBMNATM
NATM
CONSTRUCTION CONCEPT
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Key Aspects of Long Railroad Tunnels, what typically can go wrong with long railroad tunnels
Construction cost estimates are much too optimistic(maybe for political reasons) bringing the project in jeopardy
Geological investigation and ground modelling areinsufficinet, too little time and budget (yielding troubleswith ground conditions during construction andusuallycreates great time and cost overruns) Reasons maybeselection process for site investigation company (thinkabout how you select your medical doctor or your lawyer)
Unsuitable construction methods were chosen as toinsufficient ground model, tunnel may be stopped toexcavation difficulties
Construction contract selection not optimal Construction budget tot available in time Unrealistic construction time assessments
C O M P A N Y P R E S E N T A T I O N
Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten 1
I N T E R N A T I O N A L
ALBANIA • AZERBAJAN • AUSTRALIA • AUSTRIA • BELGIUM • BOSNIA-HERZEGOVINA • BULGARIA • CANADA • CHILE • CHINA •
COLOMBIA • CROATIA • CZECH REPUBLIC • EGYPT • ESTONIA • FRANCE • GEORGIA • GERMANY • GREECE • HONG KONG • HUNGARY •
INDIA • INDONESIA • IRAN • IRAQ • IRELAND • ISRAEL • ITALY • JORDAN • KAZAKHSTAN • KOSOVO • KYRGYZSTAN • LATVIA •
LEBANON • LIBYEN • LITHUANIA • MACEDONIA • MALTA • MEXICO • MOLDOVA • MONTENEGRO • MOROCCO • NIGERIA • PERÚ •
POLAND • PORTUGAL • QATAR • ROMANIA • RUSSIA • SERBIA • SINGAPORE • SLOVAK REPUBLIC • SLOVENIA • SRI LANKA • SWEDEN •
SWITZERLAND • TAIWAN • TUNISIA • TURKEY • UKRAINE • UNITED ARABIAN EMIRATES • UNITED KINGDOM •
UNITED STATES OF AMERICA • VIETNAM • YEMEN
Projects in more than 60 countries worldwide
2
I N T U R K E Y
Melen Istanbul Water Supply Project • BC1 Marmaray Project • Bahce Nurdagi Tunnel • Gerede System Isikli Tunnel • Kargi Dam and HEP • Metro Market Istanbul Solar Cooling• Avali Dam • Bursa Metro • Dogancay HEP • Bandirma Gas Power Plant • Pembelik HEP • Yenikapi Turnback Tunnel • Polatli Tunnel • Ankara Metro Ulus Keciören • Ermenek HEP • Bursa Opel Environmental Audit • Konaktepe HEP and Dam • Esen II HEP • Cine RCC Dam • Bogazkoy GT Power Station • Bolu Tunnel after Düsce Quake • Niksar and Akinci HEPS • Erdemir Power Station • Obruk Baraj • Karacasu Dam • Mursal HEP
More than 25 design and/or consultancy contracts since the year 2000
3Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten
Floreasca City Centre Bucharest, Romania
Praterstern Railway Station Vienna, Austria
Vienna Airport – East and West Pier, Austria
Europlex Warsaw, Poland
Europeum Business Centre Bratislava, Slovakia
Extension of the Regional Railway Line S2, Austria
Project management, project control, project organisation and controlling,
construction contracts and award of contracts, cost management and scheduling,
”Turn Key Engineering” and ”Total Project Management”, BOT (Build-Operate-
Transfer) and PPP (Public-Private-Partnership), Due Diligence, feasibility studies,
services as experts and consultants and construction logistics
E N G I N E E R I N G
& E C O N O M I C S
Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten4
Office Building Zagreb Tower, Croatia
Building Physics Design Europlaza – Construction Phase 4, Austria
Raiffeisen Centrum Prague, Czech Republic
Iride Business Park, Romania
New IMBA-GMI Science Laboratory Building, Vienna, Austria
Millennium Tower III, Slovakia
Serious Crimes Court, General Contractor, Tirana, Albania
Design of buildings and industrial structures, site supervision, structural design of
buildings and supporting structures, concrete buildings, steel constructions,
composite constructions and timber constructions, building physics, general
contractor and construction management, expert statements in the fields of
building construction, Due Diligence
B U I L D I N G S
& S T R U C T U R E S
Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten
5
Palais Mollard, Rehabilitation, Vienna 1, Austria
Europe Business Centre, Belgrade, Serbia, Montenegro
Public Retirement and Nursing Home in Wallsee, Austria
HVB – Headquarters, Hungary
Monastery of Klosterneuburg, Austria
MIA Malta International Airport, Malta
Kaiserin Elisabeth Hospital, Austria
Design (preliminary design, concept, tender design, detailed design), site supervision,
building services engineering, including heating, air-conditioning, ventilation, sanitary
equipment, electrical engineering (low voltage and high voltage current), special facilities
(safety engineering, measuring and control technology, data line), building construction and
industrial construction, transport facilities, municipal utilities
M E C H A N I C A L & E L E C T R I C A L
E N G I N E E R I N G
Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten
6
Lainzer Tunnel, Austria
Wienerwald Tunnel, Austria
U2 Underground Vienna, U2/5 Section, Interconnecting Track, Austria
Sentvid Tunnel, Slovenia
Cine Dam Project, Turkey
Egnatia Odos Motorway, Greece
Investigation, design, project management and supervision for underground projects.
Geological, hydro-geological and geophysical investigations;
geotechnical and structural design of tunnels, caverns and shafts using
conventional (NATM) or mechanical (TBM) tunnelling methods;
environmental impact studies, risk analyses, geotechnical measurements;
studies und design of measures for air quality, noise and vibration protection
T U N N E L L I N G & G E O T E C H N I C S
Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten7
Waste to Energy in Koprivnica, Cost-Benefit-Analysis, Croatia
Energy Efficiency Audits for 4 Industries in Moldova, Kyrgyzstan, Georgia
Energy Efficiency, MIA Malta International Airport, Malta
Biomass Plant Göpfritz, Austria
Vienna Central Railway Station, Noise/ Air Quality / Vibrations, Austria
Vibration Engineering Koralm Railway, Austria
Building Physics Design Europlaza - Construction Phases 4 & 10, Austria
Biomass plants, district heating networks, solar energy, geothermal energy, co-generation, biofuels, alternative cooling systems, small hydropower plants.
Immission protection: noise, vibrations, air pollutants, electromagnetic fields, public approval,
environmental impact assessment, services during construction, commissioning, commercial
enterprises, industrial plants, shopping centres, road, rail.
Extensive measuring equipment: remote controlled immission monitoring, air quality measurement
container, VibroScan ®, acoustic camera etc.
E N E R G Y & E N V I R O N M E N T
Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten8
Development of the Water & Waste Water System in Eastern Latvia and Rezecne City, Latvia
Rehabilitation of Sewage System and Waste Water Treatment Plant Pascani, Romania
Water Supply System Gjirokaster, Albania
European Waste Management Cluster, Europe
Drava River Basin Project, Croatia
Water, Waste Water and Waste Management Konjic, Bosnia-Herzegovina
Studies, consulting, planning, project management and site supervision for water
supply installations and sewage disposal; special services such as leakage
analyses, water loss evaluation, water management concepts; waste analyses,
planning of waste management facilities.
Development of waste management concepts and development and optimisation
of logistics of waste management systems.
W A T E R & W A S T E M A N A G E M E N T
Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten
9
Sustainable Transport Infrastructure and Intermodal Transport Concepts
for Northern Central Europe
IMONET - Intermodal Cargo Transport Node Network - Central Europe
Optimisation of Local Traffic Westbahn, Austria
Qaf Thane – Pogradec Road, Conceptual Design, Albania
Development of Design Standards for Road Construction, Kosovo
Transport concepts, feasibility studies and master plans for public transport
and individual traffic, investment assessment, cost calculation and controlling
for transport projects, regional development, site analysis and optimisation,
transport telematics, airports, road and railways.
T R A N S P O R T & L O G I S T I C S
Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten
10
GO Tolling System for Bus and Truck, Austria
Science Centre Vienna – Network Consulting, Austria
Business and Economic Software Efficiency Analysis Based on Linking Sales Data and In-house Costs
Consulting, system analysis, concept development, network
infrastructure, licensing, (structured) cabling, project planning and
management, controlling, quality management;
IT security, firewalls, virus protection, VPN solutions, security audit,
maintenance, training, tailor-made software solutions.
I N F O R M A T I O N
& T E C H N O L O G Y
11Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten
Sector 3
Sector 2
Sector 1
D E V E L O P M E N T
Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten
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iC group of companies_______________________________________________________________________________________________
iC consulenten, Vienna, Austria_______________________________________________________________________________________________
iC consulenten, Salzburg branch office, Austria_______________________________________________________________________________________________
iC consulenten, Lower Austria branch office, Austria_______________________________________________________________________________________________
iC consulenten, Athens office, Greece_______________________________________________________________________________________________
iC consulenten, Sofia office, Bulgaria_______________________________________________________________________________________________
Elea iC, Ljubljana, Slovenia___________________________________________________________________________________________________________________________________________________________
iC projekt d.o.o., Sarajevo, Bosnia-Herzegovina_______________________________________________________________________________________________
iC projecte, Vienna, Austria_______________________________________________________________________________________________
O R G A N I S A T I O N
13
_______________________________________________________________________________________________
LOB iC, Vienna, Austria_______________________________________________________________________________________________
iC clean energy solutions GesmbH, Vienna, Austria_______________________________________________________________________________________________
iC consulenten, Bratislava, Slovakia_______________________________________________________________________________________________
iC consulenten, Bucharest, Romania _______________________________________________________________________________________________
iC artprojekt, Zagreb, Croatia_______________________________________________________________________________________________
iC consulenten, Belgrade, Serbia_______________________________________________________________________________________________
iC consulenten, Tirana, Albania_______________________________________________________________________________________________
iC consulenten, Priština, Kosovo_______________________________________________________________________________________________
iC consulenten, Kiev project office, Ukraine_______________________________________________________________________________________________
O R G A N I S A T I O N
Ankara, March 28th, 2012 Dr. Johannes Kleberger iC consulenten14