28.01.2013, the ub-metro toward a world competitive city - ulaanbaatar, dr. katsuhide nagayama
TRANSCRIPT
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Dr. Katsuhide NAGAYAMA,
Leader, JICA Project Team
UTPUB Urban Transport Planning for
Ulaanbaatar
UTPUB
The UB-Metro
toward a World Competitive City - Ulaanbaatar
BCM Monthly Assembly
28th January, 2013
Contents
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1. Metro Project for Sustainable Ulaanbaatar Transport System
2. Technical Profiles of the Ulaanbaatar Metro
3. Implementation Scheme and Economic/Financial Feasibilities
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Ulaanbaatar City Master Plan 2030 Zoning and Transportation Network
1.1 Compact City Concept proposed in JICA-UBMPS conducted in 2010
Renewal of CBD
Sub-center Sub-center
Sub-center
New Town
New Town
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4-1 Transit-driven Urban Development System in Ulaanbaatar
1.2 A Vision on Ulaanbaatar Transit System Development (Proposed in JICA-UBMPS)
Source: UBMPS, JICA, 2009
1.3 Baseline Scenario 2030 (Do Nothing) Case of future transport demands on existing network
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LEGEND :
Traffic Flow
( Mode: + 1 + 2 + 3 )
VCR<1.00
VCR<1.20
VCR<1.50
1.50<VCR
scale: 1mm =50000(pcu)
Performance of Total Transport Network
Major transport corridors will be fatally congested.
Innovative restructuring of the transport network should be done.
2010 2030 2030/10
Demand
(000/d)
No. of Trips 2,079 4,259 2.0
Prs・Hours 1,098 11,203 10.2
Congestion Rate
(V/C) 0.41 1.49 -
Total Transport Cost
(Million US$/day) 1.9 26.5 14.2
LEGEND :
Traffic Flow
( Mode: + 1 + 2 + 3 )
VCR<1.00
VCR<1.20
VCR<1.50
1.50<VCR
scale: 1mm =50000(pcu)
混雑度
LEGEND :
Traffic Flow
( Mode: + 1 + 2 + 3 )
VCR<1.00
VCR<1.20
VCR<1.50
1.50<VCR
scale: 1mm =50000(pcu)
1.4 Recommended Scenario 2030: Integrated Mass-transit System
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Proposed Mass-transits
Metro
BRT 1
BRT 2
BRT 3
LEGEND :
Traffic Flow
( Mode: + 1 + 2 + 3 )
VCR<1.00
VCR<1.20
VCR<1.50
1.50<VCR
scale: 1mm =50000(pcu)
Congestion Level
Great improvement will be realized, but congestions will still remain, thereby, further strengthening: Road network Mass-transits
Performance of Total Transport Network
2010 2030 2030/10
Demand
(000/d)
No. of Trips 2,079 4,259 2.0
Prs・Hours 1,098 9,556 8.7
Congestion Rate
(V/C) 0.41 0.82 -
Total Transport Cost
(Million US$/day) 1.9 24.5 12.5
1.5 Proposed Structure of : Integrated Development with Mass Transits and Urban Sub-centers
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◄ Service Improvement for►
Competitive public transport;
Traffic Demand Management (TDM) for individual modes
Non-motorized modes (pedestrians & bicycles)
Sukhbaatar Sapporo Tolgoit
Airport Yarmag
Bayankhoshuu
Chingeltei
Amgalan
To New Town/Emeelt
Controlled Growth toward
the East
◄ Transport Infrastructures for ►
Three (3) East-West Corridors
One (1) North-South Corridors
Seven (7) Sub-corridors
6.6 km:
Underground 6.2 km: Elevated 4.9 km: Elevated
17.7 km in Total
1.6 Proposed Ulaanbaatar Metro in Phase 1
1.7 Bypass Development Plan for Freight Railway Service
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After completion of the bypass for freight railway, the UB railway will provide a metropolitan commuter rail service exclusively for passengers.
Tolgoit Logistic Park
Zuummod New
International Airport
Bagakhangai Agro-Industry
Center
Ulaanbaatar City Center
Naraikh
To Beijing
To Moscow
Source: Korean F/S Final Report, JICA-UBMPS
Ulaanbaatar Railway
Railway Bypass (planned)
Access Road to New Airport
1.8 A Concept of Inter-modal System in the UB Metropolitan Area
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Domestic Airport
To Beijin
To Moscow
Ulaanbaatar Rail
(Metropolitan
Commuter Rail)
UB Metro
East-West Line
BRT/LRT
North-South Line
BRT City Ring
Inter-modal Station
Inter-modal Terminal
Regional Logistic Center
Freight Rail Bypass
(Planned)
New Int’l Airport
Ulaanbaatar Station
Phase 1-A
Tolgoit Logistic Center-West
Regional Logistic Center-East
1.9 Relations between UB-Metro Ridership vs. Fare Rates
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An Elastic Relation between Ridership and Fare
If the Fare is zero, about 915,000 passengers would use the UB Metro in 2030.
A proper fare level should be determined at the fare rate that makes the revenue maximum.
Distance (Km) Proportional Fare System:
F = 200 Tg + (K -2) x P Revenue Max. at P=60 Tg/km → Average Fare=440Tg.
1.10 Passengers Demand of UB Metro
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W7 W6 W5 W4 W3 W2 W1 CS E1 E2 E3 E4 E5 E6
2020
DOWN
UP
W7 W6 W5 W4 W3 W2 W1 CS E1 E2 E3 E4 E5 E6
150,000
100,000
50,000
50,000
100,000
150,000
150,000
100,000
50,000
50,000
100,000
150,000
2030
DOWN
UP
Pax per Peak-hour per
Direction (PPHD): 10,729
Pax per Peak-hour per Direction
(PPHD): 17,767
Sapporo Rotary Stn.
Daily Demand:
2020: 312,000 pax/day; and
2030: 487,000 pax/day
Contents
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1. Metro Project for Sustainable Ulaanbaatar Transport System
2. Technical Profiles of the Ulaanbaatar Metro
3. Implementation Scheme and Economic/Financial Feasibilities
Elevated Railway integrated with
Urban Development
(BTS, Bangkok)
2.1 Selection of Suitable Transit Mode
Bus Priority (Critiba, Brazil) Guide Way Bus (Nagoya, Japan)
Mass rapid Transit (Tokyo, Japan)
Monorail (Tokyo, Japan)
50,000
40,000
30,000
20,000
10,000
5,000
0 60 50 40 30 20 10 0
CA
PA
CIT
Y (
Pers
ons/h
r/la
ne)
OPERATING SPEED (km/hr)
BUS
Tramway
MRT
LRT
Monorail
Demand Zone
BRT
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Central Station & Underground Development
Elevated MRT integrated with Urban Development
2.2 Initial Phase of the East-West Line
The Shield Tunneling Method shall be applied.
2.3 Operation Planning
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Section 2020 2030
Sapporo Rotary Station - 25th Pharmacy Station
10,729 17,767
No. of Pax in Peak Hour per Direction(PHPDT) Train Transport Capacity
Transport Capacity 4 Cars Train
6 Cars Train
Congestion 100% 618 942
Congestion 150% 826 12,58
Congestion 180% 940 1,428
Service Operation
Section Tolgit - Amgalan
Length About 18 km
Max Speed 100 km/h
(UG Section:80 km/h)
Rolling Stocks
Train 3M3T
Congestion 180%
Scheduled Time 27 minutes
Scheduled Speed 39.2 km/h
Train Composition 4 Cars 6 Cars
2020 2030 2020 2030
Operation Heading in Peak Hour
5 min. 3 min. 8 min. 5 min.
No. of Train 13 20 8 13
No. of Rolling Stocks
52 80 48 78
Comparison of Train Operation
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2.4 Project Time-schedule (Tentative)
Contents
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1. Metro Project for Sustainable Ulaanbaatar Transport System
2. Technical Profiles of the Ulaanbaatar Metro
3. Implementation Scheme and Economic/Financial Feasibilities
3.1 Concept of Public Private Partnership (PPP)
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To ensure public benefits &
interests
To seek efficiency & financial sustainability
Long-term
Policy
Commit-
ment
Regulation
& Surveill-
ance
Response
to
Disasters
Ownership
of Infra-
structure &
Facilities
Project
Implementa-
tion Plan
Funding Operation &
Manage-
ment
Customer
Service &
Satisfaction
Formulation of Optimal PPP Projects
Responsibility of Public Sector
Ideas and Capabilities of Private Sector
3.2 A Proposed PPP Mechanism
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The Infrastructure
Owner
The Service Operator
SPC (UB Metro Corporation)
National & Ulaanbaatar City
Governments
Lease-out Subsidies/ Incentives
Rent for Infra. Use
Int’l Funds/ ODA ($)
Strategic Partners Mongolian and Foreign
Investors
US$ 200 Mill.
US$ 1.3 Bill.
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1. Assumptions Operation service start from 2020 Project Life: 30 years up to 2050
2. Investment Cost US$1.5 billion in total,
including engineering and administrative costs.
3. Benefits Savings of Vehicle Operation Cost
(VOC). Saving of Travel Time Cost (TTC)
4. Economic IRR The UB metro is economically
feasible with 20.6% EIRR.
3.3 Project Feasibility
1. Assumptions Evaluation Term: 20 Years Inflation: 9.8% - 5.0% Annual Rent for Infrastructure: 2 % of
the total investment cost
2. Average Fare Option 1=400 Tg. Option 2=600 Tg.
3. Funding Scheme E/D ratio = 3/7 Long-term Loan (5 yrs GP; 20 yrs PB; 4%
IR)
4. Feasibility Op1: FIRR= 8.8 % → not feasible
OP2: FIRR= 16.2 % → Feasible enough
Economic Evaluation Cash-flow Analysis of “SPC”
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Impact on Real Estate Market → Building development potentials with a total of 1,200 ha floor area or US$10.2 billion value market will be materialized by 2030.
New Job Opportunities → A number of 156,000 job opportunities will be newly created, thereby increasing tax revenues in terms of their income and business taxes.
Housing Provision → Approximately 50,000 apartment units will be developed along with the station development.
Underground Arcade (Japan)
3.4 Economic Impacts in the UB Metro Corridor
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UTPUB
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