PT Nusantara Tunnel Indonesia™CHALLENGES Ferry system crossing the Sunda Strait Travelling time:...

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PT Nusantara Tunnel Indonesia™Integrated Infrastructure Development

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LEGAL NOTICE

All ideas, concepts, and notions in this document are protected by law.None of the aforementioned in the broadest sense can be reproduced,developed, or implemented in any form or by any means without prior

written permission from PT Propenta Persisten Indonesia.

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PT NUSANTARA TUNNEL INDONESIA(NUSTI)

www.nusantaratunnel.co.id

PT NUSANTARA TUNNEL INDONESIA(NUSTI)

www.nusantaratunnel.co.id

President & CFO: Sindur P. Mangkoesoebroto, Ph.D.(Finance, Bussines Development, Investment)

Chairman of the Board: DR. Felix O. Soebagjo, SH, LLM(Legal Affair, Long-term Strategy)

Member of the Board: DR. Ir. Komang Bagiasna(Director of Technology)

President & CFO: Sindur P. Mangkoesoebroto, Ph.D.(Finance, Bussines Development, Investment)

Chairman of the Board: DR. Felix O. Soebagjo, SH, LLM(Legal Affair, Long-term Strategy)

Member of the Board: DR. Ir. Komang Bagiasna(Director of Technology)

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CHALLENGES

Ferry system crossing the Sunda Strait

Travelling time: min. 2.5 hours over 25 km distance (can take more than 24 hours including waiting time in some cases)

Subject to weather condition

Bottle neck; especially in peak season (13 million passengers & 2 million cars, 1999)

Soon will be physically unmanageable

Need better alternative

Facts about existing transportation systembetween Java -Sumatera

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ALTERNATIVES of LINKAGE INFRASTRUCTURE BETWEEN JAVA - SUMATERA

Immersed Tunnel(Catenary reinforced concrete pipe)investment: US$ 700 million ⇒ reliability of this system need be questioned

Suspension bridgeself-weight to payload ratio: 30investment: US$ 7.4 - 24 billion ⇒ high capital investment

Underground tunnelinvestment: US$ 3 - 4 billion⇒ reliability is field proven: Seikan Tunnel,

Dover Strait Tunnel

TECHNICAL/ FINANCIAL PROBLEMS

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COMPARISON

Suspension Bridge Catenary Pipe

The Nusantara Tunnel

US$ 7.4 ∼ 24 billion(w/o railway)

US$ 0.7 billion US$ 1.5 ~ 2 billionCost Estimate

Description

Construction

Operation Cost

Life Time

10 ∼ 15 years 10 ∼ 15 years 8 ~ 10 years

Low Higher Higher

Long with maintenance Virtual infinite lifetime

Wind Excitation Sensitive NA NA

Maintenance Cost Significant & continuous Potential Problem Almost free

Structural stiffness Flexible: sens. to vibration Rigid: almost no vibration

Uncertain

Flexible: sens. to vibration

Fatigue Fatigue problems Fatigue problems No fatigue problems

Navigation Unpreferable for SomeMilitary Vessels

NAPotential Problem

from Ship’s Anchors

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OUR CONCEPT

Lower capital investment for a reliable systemUNDERGROUND TUNNEL

More stakeholders to participateMULTI PURPOSE underground tunnel

Tunnel linkage integrated with a regional development plan

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CRITERIA

CAPEX

BENEFIT

RISK (TECHICAL / NATURAL)

MOR

CRITERIA

CAPEX

BENEFIT

RISK (TECHICAL / NATURAL)

MOR

WHY TUNNEL ?WHY TUNNEL ?

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Most suitable mode for mass rapid transportationELECTRIC CAR TRAIN(this system performs well in Seikan & Dover Strait Tunnels)

Multi purpose tunnel Electric car train for passengers, vehicles, & containers

Oil & gas pipelines

Coal slurry pipeline

Extra high power transmission lines

Telecommunication lines

TECHNICAL CONCEPTSOF THE NUSANTARA TUNNELTM

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TECHNICAL DATAOF THE NUSANTARA TUNNELTM

Single / Double track

Total length: 32.88 km

Undersea portion: 26. 3 km

Underground portion:2.06 km (in Lampung) and 1.5 km (in Banten) = 3.56 km

Depth: 40 m below seabed

Inclination: maximum 2%

Cross section: 50 m2 / 87 m2

Minimum radius of horizontal alignment: 3,000 meters

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REGIONAL DEVELOPMENT CONCEPT

Considering the existing setting of land use and operational facilities

Generate the economy in Java & Sumatera to level never imagined previously

In the long run, to be an integrated part of an uninterrupted railway system from Beijing in the north to Bali in the south

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OPERATION of TERMINAL

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OPERATION SCHEME

IN BANTEN AND LAMPUNG TERMINALS

N

TRAIN TRACK TO DEPOT

228.5 m

77 m

150

m

50

m

30

m

77 m

440 m 77 m 55 m 39 m

28.8 m

100 m 440 m 1320 m

3310 m

1258 m

END OF TUNNEL

TUNNEL 1

TUNNEL 2

LINE OF

QUEUING FOR

VEHICLESLOADING AND UNLOADING

TERMINAL

EXIT

1

2

4

5

PASSENGER TERMINAL

150 m

100

m

440 m144 m

6 m

58 m 25 m 5 m

TRUCK / TRUCK ¾

TRAILER AND TRUCK COMBINATION

WAGON FOR DRIVERS

BUS

1

2

3

4

5

CARS

TRUCK / TRUCK ¾

TRAILER AND TRUCK COMBINATION

WAGON FOR DRIVERS

BUS

1

2

3

4

5

CARS

17

.51

7.5

17

.51

7.5

17

.51

7.5

17

.51

7.5

228.5 m

1

2

4

5

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CAPACITY OF THE NUSANTARA TUNNELTM

(SINGLE TRACK)

Standard operation6,000 pcu per day ⇒ 30,000 passengers per day or10.8 million passengers per year

Maximum operation12,500 pcu per day ⇒ 62,500 passengers per day or22.5 million passengers per year

Special operation15,500 pcu per day ⇒ 77,500 passengers per day or30 million passengers per year

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FINANCIAL ANALYSIS

Capital investment: US$ 1.5~2 billion / US$ 3~4 billion

Maintenance and operation cost: US$ 4 million pa /US$ 8 million pa

Toll fee: US$ 20 per pcu

Pay back period: 35 years

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Existing Ferry System The Nusantara Tunnel

Toll Fee

Loading/

Unloading Time

Waiting Time

Travelling Time

US$ 8.5 (car + 5 passenger)

60 minutes

60 minutes ∼ 24 hours

120 minutes

US$ 20 (car + 5 passenger)

30 minutes

60 minutes / 30 minutes

30 minutes

Transportation mode

Roll-on-roll-off ships(No Train nor 40-ft Container)

Roll-on-roll-off Electric car train

Capacity 13 million passengers

2 million cars (in 1999)

30 million passengers / 60 million passengers

Description

General Comparisonbetween Existing Ferry Systemand The Nusantara Tunnel

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