European Federation of Railways Trackworks Contractors June 24 th 2005 Metropolitan Porto Light Rail...

European Federation of Railways Trackworks Contractors

June 24th 2005

Metropolitan Porto Light Rail SystemProject Presentation

2#

I.I. PROJECT DEVELOPMENTPROJECT DEVELOPMENT

II.II. ENGINEERINGENGINEERING

III.III. COMMERCIAL OPERATIONCOMMERCIAL OPERATION

IV.IV. INTERMODALITY IN AMPINTERMODALITY IN AMP

V.V. LINES IN OPERATIONLINES IN OPERATION

VI.VI. NEW PROJECTSNEW PROJECTS

3#

I.I. PROJECT DEVELOPMENTPROJECT DEVELOPMENT


III.III. LINES IN OPERATIONLINES IN OPERATION


V.V. COMMERCIAL OPERATIONCOMMERCIAL OPERATION


4#

I. Project Development

GAIA LINE

TROFA LINE

MATOSINHOS LINEDragão

PÓVOA LINE

Campanhã

Initial Contract

876 M €

Project Changes 2001

193 M €

Red Line duplication

100 M €

Green Line duplication

106 M €

Campanhã –Dragão line 50 M€

Airport Line

42 M€

Airport Ismai

6#

I.I. PROJECT EVOLUTIONPROJECT EVOLUTION






7#

II. Engineering

• 3 Tunnels excavated with TBM-EPB (6,1 km)

• Underground stations • Heroísmo• Campo 24 de Agosto• Bolhão• Salgueiros• Faria Guimarães• Marquês• Combatentes• S. Bento• Aliados

UNDERGROUND WORKS

8#

II. Engineering

Tunnel – standard underground line

Surface –urban areas with crossroads and traffic lights

Surface – segregated channel with level crossings

PMO GUIFÕES

Airport

Pedras Rubras

Póvoa do Varzim

Trofa

Hosp. São João

Campanhã

Sr. Matosinhos

ISMAI

Fonte de Cuco

Sra. da Hora

Trindade

Casa da Música

Sto Ovideo

Estádio do

Dragão

FUNCTIONAL MAP OF THE NETWORK

9#

II. Engineering Tunnel works

• Close Mode: to control over-excavation risks

• Appropriate support pressure

• Integrated design team on site

• Independent design check procedure

TBM-EPB WORKS METHODOLOGY

10#


• Automatic slurry injection in the working chamber to maintain the support pressure

• Double piston pump• TBM monitoring on a real

time basis

TBM-EPB WORKS METHODOLOGY

11#

II. Engineering

Tunnel• Extension 2,3 km • Diameter 7,8 m• Beginning of excavation 14/6/2000• End of excavation 21/10/2002• Volume of excavated material 138.000 m3

• Cost (without underground stations) 38 M €

Ring• Universal type 6+1• Length 1400 mm• Thickness 300 mm• Concrete C40/50

TUNNEL OF LINE A

12#

II. Engineering

Tunnel• Extension 3,8 km • Diameter 8 m• Beginning of excavation 11/6/2002• End of excavation 3/11/2003• Volume of excavated material 228.000 m3

• Cost (without underground stations) 53 M €

Ring• Universal type 6+1• Length 1400 mm• Thickness 300 mm• Concrete C40/50

TUNNEL OF LINE D

13#


• Simplified station layouts• Unified solutions and

construction methods when possible

• Design team on site to adapt methods to real conditions

UNDERGROUND STATIONS METHODOLOGY

14#

II. Engineering Underground Stations

Faria Guimarães

Station

Cost: 23,5 M €

UNDERGROUND STATIONS

15#

II. Engineering

Marquês

Station

Cost: 22 M €

Salgueiros

Station

Cost: 23 M €


16#

II. Engineering

Heroísmo

Station

Cost: 25 M €


17#

II. Engineering

S. Bento

Station

Cost: 22 M €


18#

II. Engineering

BolhãoStationCost: 25 M €


19#

II. Engineering

AliadosStationCost: 23 M €


20#

II. EngineeringSURFACE

21#


22#


S. João Hospital

23#

II. EngineeringDIRECT COST PER QUILOMETER

(thousand nominal euros)Special Stations

Investment**

Km Invest / km

A Line 5 235 16 15Mat. – Trindade 1 168 12 14

Trind. – Antas 4 67 3 20

B Line 184 23 8

C Line (Ismai – Trofa)

71 9 8

C Line (S. Hora - Ismai)

159 10 15

Airport Line 27 2 18

D Line 6 184 8 22Average cost per Special Station 22 (000 euros)

Underground

Urban requalification costs on average 25% of the basic cost of the System

24#

II. Engineering LUIZ I BRIDGE

• Designed by Théophile Seyrig.

• Constructed between 1881 and 1886.

• Opened on the 31st of October 1886.

• Upper deck of 400m long.

• Seven columns.• Arch with 172 m span

and 45 m rise.

25#


Main anomalies detected:•Paint detachment and corrosion points;•Loss of rivets;•Structure’s coating deterioration;•Moisture and water infiltration;•Corrosion at connection nodes;•“Trellis” plates buckling;•Lower flange plate buckling;• Very intense corrosion in some connection

plates of the transversal bracing.

26#


Rebuilding work:• Total replacement of the upper deck.

• Reinforcement of main beam diagonals.

• Reinforcement of column diagonals.

• Reinforcement of suspension elements.

• Reinforcement of diagonals on the arch plane.

• Reinforcement of the vertical transversal bracing diagonals.

• Replacement of all corroded elements.

• Repair and replacement of the bearings.

• Total painting.

27#


- Road width……………………………….…..……..5,520 m *- Sidewalks.………………..…………………..……..1,355 m *- Total width……………………………………..…….8,230 m *

- Railway width……………………………....……..6,400 m - Sidewalks..…………………………………..……..1,700 m - Total width..…………………………………..…….9,800 m

-General data before intervention

-General data after intervention

-Cost: 7,4 M €

28#

-Bridge‘s scaffolding

-Sidewalk and rail sleepers


29#

Total length: 497,2 m

Spans: 24.80m + 5 x 30.60m + 40.50m + 5 x 30.60m + 40.50m + 48.80m + 36.60m = 497.20 m

Structure: Continuous beam, in a steel-concrete composite structure, supported by 14 reinforced concrete columns and 2 abutments, through neoprene pot-bearings.

Located on the Green Line (Fonte do Cuco / Trofa) between the stations of Custió and Parque in the city of Maia.

II. EngineeringPARQUE DA MAIA VIADUCT

Parque da Maia Viaduct longitudinal section

-Cost: 6,8 M €

30#

Parque station:

The deck’s cross-section width enlarges from10,10 meters to 13,75 meters.

II. EngineeringPARQUE DA MAIA VIADUCT

Parque da Maia Station

Construction methodThe construction phasing together with the metallic beams slenderness and the fact that the beams are used for the slab’s concreting led to use an opposite deformation at manufacturing.The slab’s concreting was done:

• in a first phase on the spans

• in a second phase over the columns, in order to reduce the concrete shrinking stresses.

31#

Viaduto Maia Norte

Located on the Green Line (Fonte do Cuco / Trofa) between the stations of Forum and Zona Industrial in the city of Maia.

Connects Travessa dos Brandinhais and the Industrial District.

Total length: 524,40 meters.

II. EngineeringMAIA NORTE’S VIADUCT

Maia Norte Viaduct – Side view

-Cost: 6,0 M €

32#

Technical Specification:

• Continuous beam, in a steel-concrete composite structure, supported by 14 reinforced concrete columns and 2 abutments.

• Total length: 524,40m

• Spans: 22.80m + 7x34.20m + 2x39.90m + 45.60m + 2x39.90m + 34.20m + 22.80m.

• Deck’s total width: 12.00m.

• 2 steel beams and a reinforced concrete slab.

• Total height: 2,50m, as the steel beam is 2,00m high and the concrete slab’s maximum thickness is 0,50m.

• Y-shaped concrete columns with a variable height ranging from 4.20m to 16.70m.

• Pile foundations with groups of 5 or 6 1,00m diameter piles by column.

II. EngineeringMAIA NORTE’S VIADUCT

33#

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• Automatic Vehicle Regulation• ATP – Automatic Train Protection (Ebicab 900)

• TMS (Traffic Management System) with powerful control and regulation tools

II. EngineeringSIGNALING SYSTEMS

34#

II. EngineeringSIGNALING SYSTEMS

Initial SystemInitial System UpgradingUpgradingOld System New System. MCDS Interlocking . Ebilock 950 Electronic Interlocking

.SIL 2 .SIL 4

.MTBF = 72.000 hours .MTBF > 2 Millions hours

.Standard CENELEC EN 50126, EN 50128, EN 50129 . Level Crossings Stand Alone, not integrated in the signalling system . Level Crossings integrated in the Signalling System

. Train detection based in Axle Counters . Train detection based in track circuits

. Route setting from the train via Radio. . ATP – Automatic Train Protection in all the network

. ATS – Automatic Train Stop only in the tunnel signals . Automatic route setting from the CTC

. Reversal way Signalling

.16 t/h/s in the common trunk . 24 t/h/s in the common trunk

. CTC with the basic tools . CTC with powerful tools to control and regulation.

. Cost – 32 Millions Euros . Cost – 62 Millions Euros

Supplier:Supplier: Bombardier TransportationBombardier Transportation

35#







36#

III. Lines in Operation

Matosinhos – Trindade 18 12,3

Trindade – Dragão 6 3,4

Sra. Hora – Pedras Rubras 5 6,7

29 22,4

Line / Branch Stations kms

Dec 2002

Jun 2004

Mar 2005

Póvoa do Varzim

Sra. da Hora

Trindade

Dragão

Sto Ovídeo

Hospital S João

Trofa

Matosinhos

Ismai

Pedras Rubras

Gondomar

Aeroporto

Conclusion of entire approved network in the next 8 months (except Ismai-Trofa)

Demand forecast 1.8 Million P*Kms/year

37#







38#

IV. Intermodality in AMP

Created in December 2002:– Metro do Porto– STCP– USGP/CP

• Main Goals:– Create a common zoning in

AMP and Trofa– Create and manage an

integrated ticketing system– Implement a revenue sharing

model between operators

TIP, ACE

39#

IV. Intermodality in AMP

• Contact-less technology• Andante cards

• CTS• GTML2 – Andante Gold

COMMON TICKETING SYSTEM

40#

Andante Products– 0ccasional Tickets

• Voyage Ticket• Andante 24

– Valid 24 hours after the first validation

– Season Tickets• Monthly Ticket• Andante 10-16

– Valid in the 10h-16h period in the working days and without any restrictions in the weekends and holidays

IV. Intermodality in AMPCOMMON PRICING

41#







42#

V. Commercial OperationNUMBER OF VALIDATIONS

• 82% increase on weekday average in (May 2004 vs May 2005)

• Average covered distance of 4,7 kms (2004) Average commercial speed of 24,7 kms/h (2004)

• Occupation rate of 11,1% (2004)

0

10.000

20.000

30.000

40.000

50.000

60.000

Jan Fev Mar Abr Mai Jun Jul Ago Set Out Nov Dez

2003 D útil 2004 D útil 2005 D util

43#

V. Commercial Operation

• More than 1 M monthly validations

• 83% increase from 2003 to 2004

• Occupation rate of 11,1% (2004)

• Income: 11.26 cents per Pkm (2004)

• Operational cost: 2.85 cents per Seat km (2004)

• Dec 04: 49% of 2008 Blue Line forecast demand reached, Forecast considering entire network in operation for 3 years and bus network restructured to feed metro

• Since Sep 04: more than 100% of this demand achieved, in morning peak hour on urban stretches in Porto

44#







45#

VI. New ProjectsNETWORK

1. Duplication of Green Line2. Yellow Line Extension 3. Gondomar Line4. Boavista Line

and…

5. Gaia Line II6. Maia Line II

46#

VI. New Projects

GAIA

TROFA

MATOSINHOS

Airport

PÓVOA

1. DUPLICATION OF GREEN LINE

Ismai

Pateiras

PORTO

• Length

8,7 kms

• Number of Stations

5

• Additional Budget

46 M €

47#

VI. New Projects2. YELLOW LINE EXTENSION

• Length 1,4 kms

• Number of Stations 3 – Sto. Ovídeo– Cravel– Quinta do Cedro

• Demand 78 Thousand P*Kms/Y

• Budget 76,7 M €

Laborim Depot 36 M € GAIA LINE

TROFA LINE

MATOSINHOS LINEDragão

PÓVOA LINE

Sto. Ovídeo

Laborim

Airport

48#

VI. New Projects

GONDOMAR

LINE

11 kms80 M Pass.kms

3. GONDOMAR LINE

• Length

11 kms


17

• Demand

295 Thousand P*Kms/Y

• Budget

201 M €

49#

VI. New Projects4. BOAVISTA LINE

BOAVISTA LINE

• Length

7 kms


17

• Demand

88 Thousand P*Kms/Y

• Budget

139 M €

European Federation of Railways Trackworks Contractors

June 24th 2005

Metropolitan Porto Light Rail SystemProject Presentation

European Federation of Railways Trackworks Contractors June 24 th 2005 Metropolitan Porto Light Rail...

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