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Title: Diapositiva 1


1
Metro de Madrid Network Extension Projects 1995
2007 Dublin, 05/16/2008 José-Cruz Peña
2
SUMMARY
  • NETWORK EXTENSIONS
  • IMPLEMENTED SYSTEMS OF CONSTRUCTION
  • PERFORMANCES AND BUDGETS

3
SUMMARY
  • NETWORK EXTENSIONS
  • IMPLEMENTED SYSTEMS OF CONSTRUCTION
  • PERFORMANCES AND BUDGETS

4
METRO DE MADRID
Madrid city Madrid region
5
METRO DE MADRID
The exploitation of Metro de Madrid started in
1919 with the line Cuatro Caminos-Puerta del Sol
( 3.5 Km, 21 coaches and 8 stations in line 1)
6
THE NETWORK IN 1995
164 STATIONS 120.0 km
7
THE NETWORK IN 1999
1995-1999 EXTENSION
202 ESTACIONES 176.0 km
38 STATIONS 56.0 km
8
1999-2003 EXTENSION
THE NETWORK IN 2003
238 STATIONS 235.2 km
36 STATIONS 59.2 km
9
2003-2007 EXTENSION
80 STATIONS 55.7 km METRO 27.8 km LIGHT
RAIL 83.5 km NETWORK
THE NETWORK IN 2007
318 STATIONS 318.7 km
10
2003-2007 EXTENSION COACH DEPOTS
344.34 M 4 NEW COACH DEPOTS 2 ENHANCED DEPOTS
HORTALEZA L1
HORTALEZA L1 4
LR POZUELO AND BOADILLA
CUATRO VIENTOS L10
LINE 1
V ILLAVERDE L3
11
NETWORK EXTENSIONS
DEMAND
800
736
750
700
655
620
650
615
Million Users / year
602
600
565
544
550
525
500
480
450
437
423
400
408
397
392
391
350
300
2005
1993
1994
1995
1996
1997
1998
1999
2000
2001
2002
2006
2007
2003
2004
12
NETWORK EXTENSIONS
1995
2007 Metro Length (km) 120
318.7 Stations 164 318 Trains
during peak hours 178 393 Coaches
1,126 2,151 Coaches x Km
(Millions) 90.2
208.9 Passengers/day (Millions) 1.5
2.9 Passengers/year (Millions) 397
736 Average journey per passenger 4.57
7.00 Workforce 5,627
6,300 Run by Metro
Metro and Light Rail Municipalities
1 12
13
2007-2011 EXTENSION FORECAST
14
SUMMARY
  • NETWORK EXTENSIONS
  • IMPLEMENTED SYSTEMS OF CONSTRUCTION
  • PERFORMANCES AND BUDGETS

15
CRITERIA AND GUIDELINES (I)
  • TUNNEL CONSTRUCTION
  • MAXIMUM SAFETY AT WORK (minimising accidents)
  • MAXIMUM SAFETY AT WORKSITE SURROUNDINGS
    (buildings and structures)
  • GEOTECHNICALLY SAFE
  • SAFETY PRIORITY VS DEADLINES AND BUDGET
  • UNDERGROUND WORKS SYSTEM OF MONITORISING
  • EXCAVATION DEVELOPMENT FORECAST
  • FOLLOW UP AND ANALYSIS
  • FAST AND DIRECT DECISION TAKING

15
16
CRITERIA AND GUIDELINES (II)
  • GEOTECHNICAL ADVICE
  • PRESERVATION OF THE ENVIRONMENT
  • RESPECTFUL OF LANDSCAPE AND ENVIRONMENT
  • ACCESIBLE METRO NETWORK
  • TO STATIONS
  • TO ROLLING MATERIAL
  • PROTECTION OF HISTORICAL HERITAGE
  • COMMON EFFORT OF ALL PARTIES INVOLVED

16
17
MADRID
TRADITIONAL SYSTEM
18
MADRID TRADITIONAL SYSTEM
19
MÉTODO TRADICIONAL MADRID
20
MADRID TRADITIONAL SYSTEM
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26
CUT AND COVER (With in situ cast tunnel)
  • Suburban areas and not very deep tunnels
  • The system allows several variations

27
27
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30
CUT AND COVER (Within diaphragm walls)
31
CUT AND COVER (Within diaphragm walls)
  • Urban areas where line is superficial and there
    are no buildings around
  • In suburban areas too
  • Allows different construction systems slab,
    vault roof, etc.
  • With Slab the system is competitive vs EPB or vs
    Madrid System when depth is less than 4 m 9 m
    when using vault roof

32
CUT AND COVER (Within diaphragm walls)
33
STATIONS
FIRST LEVEL EXCAVATION
DIAPHRAGM WALLS AND PILE-COLUMNS
COVER SLAB AND FLOOR BEAMS
SECOND EXCAVATION AND FLOOR SLAB
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TUNNEL BORING MACHINE
37
TUNNEL BORING MACHINE E.P.B.
ADVANTAGES
  • Mechanical excavation with performances 10 to 15
    times higher than other systems
  • Under preassure earth confined in the front
    chamber. Therefore, settlements in surface are
    reduced.
  • Best machine in soft and instable soils.
  • Minimises induced settlemens and damages to
    surrounding structures.
  • Wide experience it has been used since the
    1999-2003 extension project

38
TUNNEL BORING MACHINE E.P.B.
DISADVANTAGES
  • Requires a minimum of 1.5 or 2 diameter depth
  • Needs a huge hollow area to allow entry and exit
    of equipment and earth.
  • It has line limits. Minimum curve radium must be
    300 m
  • Only profitable beyond 5 km line.

39
PERFORMANCES REACHED
Timing 20 minutes for excavation 20 minutes
to complete the ring
Speed of progression 40 minutes / ring
Theoretical Capability Three shifts/day (20
hours )(4 maintenance hours) 30 rings 6
days/week and 4.3 weeks/month 770 rings/
month. 1.5 m/ring equals 1,155 m/month
40
SYSTEMS OF CONSTRUCTION E.P.B.S.
1 EPB VÍA SIMPLE
41
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44
ON THE SURFACE TRACK
45
ON THE SURFACE TRACK
  • Implemented for Light Rail
  • Good adaptability to town development
  • Good line flexibility
  • Long term use

46
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49
SYSTEMS OF CONSTRUCTION
50
SYSTEMS OF CONSTRUCTION
2003-2007
51
  • Current Facilities
  • (March 2007)
  • 159 Local Control Centres
  • 1582 Escalators
  • 26 Travelators
  • 420 Lifts
  • 115 Electric Substations
  • 287 Transfomation Centres
  • 919 Platform Teleindicators
  • 3,591 Intercoms
  • 3,595 Cameras CCTV
  • 621.5 GWh energy consumed in 2006

52
2003-2007 NETWORK EXTENSION
FACILITIES PROJECTS. METRO
53
2003-2007 NETWORK EXTENSION ROLLING STOCK
Serie 9000 52 UDS
Metro Ligero 70 UDS
Serie 3000 80 UDS
LÍNEA 7, LÍNEA 9 Y METRONORTE
LÍNEA 3 , LÍNEAS 2 Y 4
POZUELO, BOADILLA Y SANCHINARRO

236 TRAINS
Serie 2000 90 UDS
Serie 8000 14 UDS
LÍNEA 5
LÍNEA 8
54
NETWORK EXTENSION PICTURES 2003-2007
55
ESTACIÓN DE ALAMEDA DE OSUNA - LÍNEA 5
56
INTERCAMBIADOR DE CHAMARTÍN
57
ESTACIÓN SAN FRANCISCO LÍNEA 11
58
LÍNEA 7 METROESTE ESTADIO OLÍMPICO
59
METRONORTE MARQUÉS DE LA VALDAVIA
60
INTERCAMBIADOR DE PINAR DE CHAMARTÍN
61
LÍNEA 3 ESTACIÓN HOSPITAL 12 DE OCTUBRE
62
SANCHINARRO ANTONIO SAURA
63
BOADILLA CIUDAD DE LA IMAGEN
64
SUMMARY
  • NETWORK EXTENSIONS
  • IMPLEMENTED SYSTEMS OF CONSTRUCTION
  • PERFORMANCES AND BUDGETS

65
65
66

2003 2007 NETWORK EXTENSION


67
INVESTMENT (M) 2003 2007 NETWORK EXTENSION
4,923.64
FOR NEW AND OLD LINES
68
METRO CONSTRUCTION COMPARISON
69
GOVERMENT COMUNIDAD DE MADRID
MINISTRY OF CIVIL WORKS AND URBANISM
DIRECCION GENERAL DE INFRAESTRUCTURAS
METRO DE MADRID
FINANCING, DESIGN AND PROJECT MANAGEMENT
PROJECT MANAGEMENT AND OPERATION
70
PROJECT SCHEDULE
0
30
40
10
20
50
60
70
80
90
100
Project Engineering
Tenders and contracting
Construction
  • Simultaneous execution of project and work
  • Major times of draft of design
  • Possibility of including changes and improvements
    during the work
  • Reduction of the total term.
  • Major control of the work

71
KEY SUBJECTS
Know How
High implication with Authorities
Efficiency
Continuous technical assistance
Flexibility
Financing Model
Strict supervision and control
Experience
71
72
KEY SUBJECTS
73
Some more KEY SUBJECTS
74
THANK YOU VERY MUCH FOR YOUR ATTENTION MUCHAS
GRACIAS POR SU ATENCIÓN
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