16 00 meed - 17sept13 - creation of new mass transit system

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16 00 meed - 17sept13 - creation of new mass transit system

  1. 1. Speaker : Anne-Marie ROTTER Turnkey Metro & Suburban Bid Director Riyadh, 17 September 2013 MEED, SAUDI MEGA Transport & Infrastructure Design & Creation of New Mass Transit System
  2. 2. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 2 Urban population growth… the key demand driver National debt evolution limits Public Funding (PF) 52% in Emerging Countries 9 % in Developed Countries Expected Transport Market Evolution To sustain urban transport growth, we must revisit our mass transport system fundamentals
  3. 3. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 3 Expocitytrans 2012 Civil Works represent the biggest share of investment 75% Construction cost ~50 M€/km ~100 M€/km66% Construction cost Typical Metro system Life-Cycle Costs breakdown over 30 years in operation Civil Work represents the biggest share of investment E&M System represents about 30% but does impact the complete LCC viaduct tunnel
  4. 4. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 4 Availability Life-Cycle CostsSafety Planning City alignment & footprint Sustainability Mass Transport System requirements Which solutions contribute to optimize these antagonistic requirements?
  5. 5. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 5 Types of vehicles / Urban system capacity Buses BRT (Bogota) Tramways Monorail classic MONORAIL - High capacity Light METROS Heavy METROS Many innovations for 10,000 to 40,000 PPHPD segment • Are they all effective ? • What about standardization ? ? - Brasil , India…. 1981- Kobe 1983- Lille 2003- Singapore 2008- Lausanne 1986 – Vancouver 1991- Lyon 1998- Paris 2002- Copenhagen Typical Urban Mass Transit Segmentation
  6. 6. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 6 GoA 4 Unattended Operating mode  Safety  Availability  OPEX  Comfort
  7. 7. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 7 Running surface 2 solutions Rubber wheelsSteel wheels Acceleration Comfort Positioning Deceleration Max Gradient Min Curve CAPEX OPEX Standard • Steel wheels reduce energy consumption • Some limits on weight / speed / hot temperature with Rubber • Rubber-tired systems are needed for specific alignments: > 6% ramps, < 40m curves  City alignment  CAPEX  OPEX  Sustainability Steel wheels preferred
  8. 8. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 8 Car/bogies architecture Full Floor Free Full floor freePartial floor free ~15% Space lost • Free to develop, easier to clean and monitor • Equal capacity with smaller trains • Reduces civil works cost and city footprint 2 main existing solutions Bogies below carsBogies with impact into cars  Transport capacity  Comfort  Footprint  CAPEX
  9. 9. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 9 Turnback Simple point machine 2 main turnback solutions  Transport capacity  Availability  CAPEX OPEX  Footprint Moving bridgeMoving point machine • Moving time 3” • Reliable • Standard • Moving time 12”-15”” • Bottle-neck system • Proprietary Simple and lighter are synonyms for available and fast
  10. 10. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 10 Flexible train architecture, 100% motorized 100%-motorized cars provide the most flexible and efficient train composition • Improved commercial speed • Easier transport capacity evolution • Energy savings and reduced Maintenance costs • 6% ramps, including recovery mode for steel-wheeled trains • Reduced costs and planning, for development and integration  CAPEX OPEX  Commercial speed  Sustainability(Capacity evolution)  Time to market Today motorization rates range from 50% up to 100% = Dynamic = Parts / Spare = Maintenance = Tools Train Configuration
  11. 11. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 11 Frontal evacuation  Safety  CAPEX OPEX  City footprint Different Existing Solutions LateralFrontal • Passenger evacuation infrastructure is mandatory for mass transit systems • Lateral evacuation increases tunnel cost and viaduct footprint • Frontal evacuation on concrete track provides safe and optimized solution Specific Passenger evacuation
  12. 12. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 12 Viaduct, Precast  Time to market  CAPEX  City footprint Precast for metro Precast viaduct provides: • Less impact during construction • Shorter construction time • Optimized costs Precast for monorail When tunnels can be avoided Construction method
  13. 13. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 13 Standard steel track gauge  Sustainable  LCC  Comfort LateralBelow • The main interface decision on Metro application • Any future changes of solution will lead to traffic interruption • Impact on all fleet evolution or renewal Central/lateral Standard gauge 1435 Non Standard Non Standard The STRATEGIC DECISION Guiding solution modes
  14. 14. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 14 • All projects are specific and complex • Guidelines will help us to progress on optimization and standardization Standard track gauge Pre-cast viaductFrontal evacuation Simple point machine Steel wheels Full floor free100% motorized trains GoA 4 Unattended To sustain urban transport growth and business maturity Conclusion
  15. 15. © ALSTOM 2013. All rights reserved. Information contained in this document is indicative only. No representation or warranty is given or should be relied on that it is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. It is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited. Design & Creation of New Mass Transit System – 17/09/2013 – P 15 Thank you for your attention
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