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Hyderabad Metro Rail Project
- A case study
Topics
• Metro Network
• FinancialAspects
• Sub-structure
- Foundation
• Super structure
- Piers, Bearings, Pre-Cast Segments
• Station Concept
• Rolling Stock
• AutomaticTrain Operation (ATO)
• Summary
Metro Network
MIYAPUR
L B NAGAR
FALAKNUMA
JBS
NAGOLE
SHILPARAMAM
CORRIDOR I - RED
CORRIDOR II - GREEN
CORRIDOR III - BLUE
Financial Aspects
Total cost of Project Rs.14,320 Cr.
Central GOVT 10% of Total cost
L&T Metro Rail Hyderabad limited Remaining Total cost
State GOVT (Telangana) Ready to bear the extra cost
State GOVT (Andhra Pradesh) 0%
• Initially allotted to MAYTAS, but, was cancelled
due to delay in Financial closure.
• Allotted to L&T in PPP mode, DBFOT basis.
Structure - Overview
Foundation
• Soil Investigation
• Shifting of Services and Amenities
• Foundation
• Open foundation
• Pile foundation
Concrete/
Rock Breaker
Vibrator
Compactor
Pile driving equipment
Piers
Boom Placer
Transit Mixer
Shuttering
• Inner surface of Formwork coated with ‘Mould
Releasing Agent’; to prevent adhesion of
Concrete to the Formwork.
Security
Barricade
Piers (Contd.)
Piers
Total distance covered 72 KM
Total no. of piers 2748
Piers in corridor – I 1109
Piers in corridor – II 588
Piers in corridor – III 1051
Piers completed till now 1635
Piers
Bearings
• Bearings are used for resisting the rotatory loads
Pre-Fabrication
• Piers hold the viaduct, this is done by stringing and sticking the Segments together.
Segments
Gantry andTravel for Lifting and
Loading Segments in theYard
Pre-Cast Segments
• In gen, 10 Segments between 2 Piers, each Segment about 40Tons.
• PlacingViaduct Segments with the help of Launching Gantry.
Launching Gantry
Viaduct Segments
under-slung during
Sticking and
Stitching process
Slings for holding
Viaduct Segments
Traveler
For Lifting
And Shifting
Segments
VIADUCT
VIADUCT
P
I
E
R
Pre-Cast Segments (Contd.)
Sticking the Pre-Cast Segments
Application of
Epoxy on surface
of Segment
Pre-Cast Segments (Contd.)
Stringing of Pre-Cast Segments
Stringing
Cable
Duct in
Pre-Cast
Segment
Station Concept
• The Stations, being windows to the Metro Service, are tastefully designed
reflecting local culture.
Uppal stationInterior view of station
Station Concept (Contd.)
Station Design
• Stations are covered by an overlapping
roofing system, open at sides, covering
the platform
• Staircases & Escalators designed based
on
• Architectural Elements
• Functional Aspects.
Rolling Stock
• LTHMR has given Rolling Stock contract to
Hyundai Rotem Company (South Korea).
• Total 57Three-CarTrain Sets.
Measurement of car 21.7 X 2.9 X 3.8 (meters)
Material of car Stainless steel
Gauge length 1435 mm
Max. Design Speed 90 Km/h
Signal System ATO/ATP
Capacity (per train set) 126 seats
Power supply 25 KV AC
Rolling Stock
AutomaticTrain Operation (ATO)
Train
controls
Interior view
• LTHMR has given the Communication Based Train Control (CBTC) system
to TheThales Company .
• Thales will Design, Build, Deliver and Manage the installation of the fully
automatedCBTC.
Summary
• Faster :
- JourneyTime  Reduced
• Greater traffic capacity equivalent to:
• 7 lanes of BusTraffic (or)
• 24 lanes of CarTraffic
• Low Energy Consumption per Passenger Km:
• 20% only  in comparison to Road-based Systems.
• Eco-Friendly :
• Air Pollution  Nil
• Sound Pollution  Negligible
Development never ENDS
Thank u !!!!!!!!!!

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Hyderabad Metro Rail Project

  • 1. Hyderabad Metro Rail Project - A case study
  • 2. Topics • Metro Network • FinancialAspects • Sub-structure - Foundation • Super structure - Piers, Bearings, Pre-Cast Segments • Station Concept • Rolling Stock • AutomaticTrain Operation (ATO) • Summary
  • 3. Metro Network MIYAPUR L B NAGAR FALAKNUMA JBS NAGOLE SHILPARAMAM CORRIDOR I - RED CORRIDOR II - GREEN CORRIDOR III - BLUE
  • 4. Financial Aspects Total cost of Project Rs.14,320 Cr. Central GOVT 10% of Total cost L&T Metro Rail Hyderabad limited Remaining Total cost State GOVT (Telangana) Ready to bear the extra cost State GOVT (Andhra Pradesh) 0% • Initially allotted to MAYTAS, but, was cancelled due to delay in Financial closure. • Allotted to L&T in PPP mode, DBFOT basis.
  • 6. Foundation • Soil Investigation • Shifting of Services and Amenities • Foundation • Open foundation • Pile foundation Concrete/ Rock Breaker Vibrator Compactor
  • 8. Piers Boom Placer Transit Mixer Shuttering • Inner surface of Formwork coated with ‘Mould Releasing Agent’; to prevent adhesion of Concrete to the Formwork. Security Barricade
  • 9. Piers (Contd.) Piers Total distance covered 72 KM Total no. of piers 2748 Piers in corridor – I 1109 Piers in corridor – II 588 Piers in corridor – III 1051 Piers completed till now 1635 Piers
  • 10. Bearings • Bearings are used for resisting the rotatory loads
  • 11. Pre-Fabrication • Piers hold the viaduct, this is done by stringing and sticking the Segments together. Segments Gantry andTravel for Lifting and Loading Segments in theYard
  • 12. Pre-Cast Segments • In gen, 10 Segments between 2 Piers, each Segment about 40Tons. • PlacingViaduct Segments with the help of Launching Gantry. Launching Gantry Viaduct Segments under-slung during Sticking and Stitching process Slings for holding Viaduct Segments Traveler For Lifting And Shifting Segments VIADUCT VIADUCT P I E R
  • 13. Pre-Cast Segments (Contd.) Sticking the Pre-Cast Segments Application of Epoxy on surface of Segment
  • 14. Pre-Cast Segments (Contd.) Stringing of Pre-Cast Segments Stringing Cable Duct in Pre-Cast Segment
  • 15. Station Concept • The Stations, being windows to the Metro Service, are tastefully designed reflecting local culture. Uppal stationInterior view of station
  • 16. Station Concept (Contd.) Station Design • Stations are covered by an overlapping roofing system, open at sides, covering the platform • Staircases & Escalators designed based on • Architectural Elements • Functional Aspects.
  • 17. Rolling Stock • LTHMR has given Rolling Stock contract to Hyundai Rotem Company (South Korea). • Total 57Three-CarTrain Sets. Measurement of car 21.7 X 2.9 X 3.8 (meters) Material of car Stainless steel Gauge length 1435 mm Max. Design Speed 90 Km/h Signal System ATO/ATP Capacity (per train set) 126 seats Power supply 25 KV AC Rolling Stock
  • 18. AutomaticTrain Operation (ATO) Train controls Interior view • LTHMR has given the Communication Based Train Control (CBTC) system to TheThales Company . • Thales will Design, Build, Deliver and Manage the installation of the fully automatedCBTC.
  • 19. Summary • Faster : - JourneyTime  Reduced • Greater traffic capacity equivalent to: • 7 lanes of BusTraffic (or) • 24 lanes of CarTraffic • Low Energy Consumption per Passenger Km: • 20% only  in comparison to Road-based Systems. • Eco-Friendly : • Air Pollution  Nil • Sound Pollution  Negligible