Mumbai-Ahmedabad High Speed Railway Corridor. Toshiji TAKATSU, Executive Vice President...
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Dr. Toshiji TAKATSU, Executive Vice President
Mumbai-Ahmedabad High Speed Railway Corridor
Japan International Consultants for Transportation Co., Ltd. (JIC)
February 2013
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“Preliminary Study on the Formation of High-SpeedRailway Project in Western India”
Ministry of Land, Infrastructure, Transport andTourism of Japan
Basis of this Presentation
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Route Alignment Design and Stations (DRAFT)
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2(Source; Google)
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Gujarat Maharashtra
Area 196,024 Km2 307,713 km2
Population 60.4 million 112 million
Population Density(per km2) 308 365
Population Rank 10 2
Population Density Rank 15 12
Urban Population 37.4% 42.4%
GDP (in millions) $90,650 $190,310
GDP (per Capita) $1,510 $1,700
Basic Information on Gujarat State & Maharashtra State
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Principle of Technical Specification for HSR
・In Japan, conventional line: narrow gauge, HSR: standard gauge.
・We propose standard gauge for HSR in India (even though conventional line has broad gauge), as following reasons: Main stream of world HSR is standard gauge Capacity of the conventional line would be limited for HSR Securing safety in different speeds of railway operations
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To build a standard-gauge HSR line completely separating from the existing network would be recommended.
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Design Specifications of HSR (DRAFT)Item Design Specification
Gauge 1435mmNumber of line Double track (One way)Maximum design speed 350km/hMaximum operation speed 320km/hDistance between track centerline 4.3m
Width of formation level 11.3m
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Design Specifications of HSR (DRAFT)Item Design Specification
Cross-section of tunnel 63.4m2 (double track)Maximum axle load 16tFeeder voltage AC 2x25kVSignaling system Digital-ATC
Train radio LCX (Leaky CoaXial Cable)Rolling stock Maximum 16 cars
(Number of passenger capacity:High-speed type 1300/Double-decker type 1600)
Car body width : 3.4m
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Cross section double track in embankment(Slab track)
4300
20200
11300
900
3500 3500
800 800
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Station
• The locations of Mumbai and Ahmedabad stations and big station were examined in the center of the city area.
• The intermediate stations were also examined for the convenience of passengers along the railroad line, and future development along the line.
• Small stations were examined in the location to the center of the town as close as possible.
The Basic Policy of Alignment for HSR No.1 in India
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Stations layout in consideration of the convenience for users and city planning, etc.
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Between stations
• A plane and profile were determined in consideration of high speed operation for HSR.
• A national park and a sanctuary were avoided for an effect of the natural environment.
• Existing buildings were also avoided for an effect of the human community and the social environment.
• Location of the large bridge were considered where is the best way pass through the big river.
The Basic Policy of Alignment for HSR No.1 in India
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Alignment to secure the high-speed operation in consideration of the natural and social environment
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Station Layout (tentative)No. of station: 11Total length: 498.5kmAverage length between stations: 49.8km
Stations layout to secure the high-speed operation and to expect maximizing demand
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Conceptual Drawing for HSR in Ahmedabad (draft)
Profile
Plan
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The future demand of current transport modes (railway, airplane,private car and bus) is estimated by using the four-step model.
Demand Forecasting
Four- Step Method of Demand Forecast
1) Trip Generation / Attraction Model
2) Trip Distribution Model
3) Modal Split Model
4) Traffic Assignment12
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Demographic Conditions along the proposed Line of HSR
(Source; Population Census 2001, 2011)
Population Density (2011) Annual Average Population Growth Ratio 2001 - 2011
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34,000,000
39,000,000
44,000,000
49,000,000
54,000,000
59,000,000
ALT
1(1A
*1.0
)
ALT
2( 1
A*1
.5)
ALT
3(1A
*2.0
)
Rs./
Day
HSR fare is set more than 1A class of existing railway and less than air fare. Fare revenue is the highest in case of ALT2.ALT2: HSR fare is 1.5 times fare of 1A class of existing railway.
Fare Level Setting and Fare Revenue
Fare Level Setting HSR Fare Revenue by Fare Level
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194
247247
248
248
253
235
232
186
180
Daily Boarding Passengers: 29,529 Persons/dayMaximum Sectional Passengers: 25,326 Persons/day
Unit : Persons/day
Sectional Passengers of Route No.1 HSR in 2020 (ALT2 Case)
Mumbai
Ahmedabad
Vadodara
Surat
Thane
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151,
739
194,
291
194,
986
195,
276
195,
409
199,
410
180,
967
178,
650
141,
488
136,
429
-20,000 40,000 60,000 80,000
100,000 120,000 140,000 160,000 180,000 200,000
Mum
bai -
Than
e
Than
e -V
irar
Vira
r -D
hanu
Dha
nu -
Vapi
Vapi
-Va
lsad
Vals
ad -
Sura
t
Sura
t -Bh
aruc
h
Bhar
uch
-Vad
odar
a
Vado
dara
-An
and/
Nad
iad
Anan
d/N
adia
d -
Ahm
edab
ad
Passengers (2050) ALT2
Daily Boarding Passengers: 231,522 Persons/dayMaximum Sectional Passengers: 199,410 Persons/day
Unit : Persons/day
Sectional Passengers of Route No.1 HSR in 2050 (ALT2 Case)
1517
19431950
1953
1954
1994
1810
1787
1415
1364
Mumbai
Ahmedabad
Vadodara
Surat
Thane
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Traffic Volume and Number of Trains (tentative)
year 2020 2030 2040 2050
Number of cars per train 10 10 16 16
Capacity(seat) 750 750 1270 1270
Traffic Volume(day/direction) 13000 27000 55000 100000
Number of Trains(day/direction) 25 - 30 50 - 60 60 - 70 120 - 130
Number of Trains at peak hour
(train/hour/direction)2 4 6 10
Traffic volume is tentativeness.
Traffic volume may change in the future. With it, Number of trains change, too.
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Image of Train Diagram (in 2050)
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Mumbai – AhmedabadRapid train: 1 h 57 min.Each stop train: 2 h 40 min.
2 trains (2020)
10 trains (2050)
Number of Trains at peak hour (train/hour/direction)
Rapid train
Each stop train
Mumbai
Surat
Vadodara
Ahmedabad
Thane
Virar
Dahanu
Vapi
Valsad
Anand/Nadiad
Bharuch
7 8 9
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Conclusion
• Mumbai-Ahmedabad corridor has huge potential as an industrial and economic growth zone in India.
• To build a standard-gauge line completely separating from the existing network would be recommended.
• High volume of railway demand would be expected in the HSR.
• Collaboration of railway development and town development would be quite important in station planning.
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