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IJSRD - International Journal for Scientific Research & Development| Vol. 3, Issue 10, 2015 | ISSN (online): 2321-0613
All rights reserved by www.ijsrd.com 460
A Review on High Speed Rail Project between Ahmedabad and Mumbai
Finhasali H Chinwala1
Vipul J. Kalyani2
1,2
Assistant Professor
1,2
Department of Civil Engineering
1,2
Babaria Institute of Technology, Vadodara, India
Abstract— Indian Railway Network is one of the largest rail
networks of the world which connects all major and minor
cities and it is one of the fastest and convenient options for
travelling for the ordinary people. However, sad thing is that
most of the fastest trains run on average speed of just 50
km/hr. Therefore, to save time and for the convenience of
the people some better and suitable option should be
introduced. Bullet trains are high speed trains offer
economic and high speed travel which is a good option for
the routine and solitary travelling people.
Key words:
I. INTRODUCTION
Indian Rail Ministry is planning to develop High Speed Rail
Networks at certain locations in India connecting major
cities. The main aim is to increase the speed of train and to
provide the safe and convenient option of travelling. High
Speed Rail Network is helpful in boosting up the Economy.
The current fastest train in India is the Gatimaan Express
that runs with a top speed of 160 km/h, with average speed
of above 100 km/hr. Ahmedabad-Mumbai High Speed rail
network is one of the major railway projects under planning
and The Japan International Cooperation Agency (JICA) is
likely to construct this project.
II. HISTORY
There is no standard for what to be called high speed train
but, the train runs on new line at 250 m/hr and on old line
200 km/hr is considered as high speed train. The first such
system began operations in Japan in 1964 and was widely
known as the bullet train. Many countries have developed
high speed rail network to connect major cities and mostly
for passenger traffic.
III. REQUIREMENT
The city of Mumbai is the financial capitol of India and in
the western India; there are other important cities like
Ahmedabad, Surat, Vadodara etc so it is very important to
connect these cities with high speed transport system.
Sometimes, even after paying the required fare the traveller
may not able to reach at the particular location on time due
to the average speed of most of the trains is limited to just
50 km/hr. Primarily, it is very important to save time of the
travellers due to many reasons. The future demand of
current transport mode can be estimated by using four step
model comprises of Trip Generation Model, Trip
Distribution Model, Modal Split Model and Traffic
Assignment.
IV. SUITABILITY
A. Safety:
Compare to other states like problem of naxalism etc, states
of Gujarat and Maharashtra is comparatively safer.
B. Fare:
Rich people are ready to pay high fare rate for safe and
speedy journey.
C. Terrain:
Most of the area is plain ground so high speed train can run
without any problem.
D. Route:
The route is almost straight which eliminates sharp curves.
V. FACTS
The Japan International Cooperation Agency (JICA) has
submitted a report to the Railway Ministry for the 505-km
long corridor between Ahmedabad and Mumbai results in
reduction in the travel time up to two hours from the
existing over seven hours.
Fig. 1: Tentative Station Layout
As per Japan International Cooperation Agency (JICA)
record, the length of railway line is 498.5 km so average
length between two stations is 49.85 km. Main railway
stations are Mumbai and Ahmedabad and including
intermediate stations total number of stations are 11. The
ideal time of journey for a direct train from Mumbai to
Ahmedabad will be about 2 hours and if a train stops at each
station then the travelling time will be 2 hours and 40
minutes. Maximum numbers of coaches are 16 and numbers
of passengers are 1400 for high speed trains and 1600 for
double-decker trains. The estimated cost of the project is
about 90,000 crore Indian Rupees (USD 13 Million) which
will be funded by The Japan International Cooperation
Agency (JICA). This cost is 10 to 14 times more than the
construction of a normal railway track. It is estimated that
A Review on High Speed Rail Project between Ahmedabad and Mumbai
(IJSRD/Vol. 3/Issue 10/2015/093)
All rights reserved by www.ijsrd.com 461
by 2023 around 40,000 passengers are expected to avail this
service every day. If started now, then this project will be
finished by the end of the year 2020. Nearly 25 to 30 trains
will run at the initial stage i.e. in year 2020, and this number
will increase up to 130 trains in the year 2050.
Item Design Specification
Gauge 1435mm
Number of line Double track (One way)
Maximum design speed 350km/h
Maximum operation speed 320km/h
Distance between track centreline 4.3m
Width of formation level 11.3m
Maximum Axle Load 16 Tonnes
Table 1: Design Specifications of HSR
The estimated High Speed Rail (HSR) fare is more than
current First Class (1A) fare but less than Air fare. If the
trains run at the planned speed then many passengers are
likely to use the same and it will definitely generate good
revenue.
VI. CONSTRUCTION
A. Railway Track
The current normal railway track which is in use is not at all
recommended for a high speed or a bullet train. Therefore, a
new and better rail track is to be built so that it can absorb
the impact of high speed trains. The track on a railway also
known as the permanent way, is the structure to be built
consisting of the rails, fasteners, rail road ties and ballast
and the underlying sub grade.
Fig. 2: Cross Section of a Track
At the bottom about 3m compacted earth layer is
required and on it few centimetres thick rubber blanket is
being laid to absorb shock and impact waves. Above it, a
layer of ballast is to be constructed. To rest and to provide
clear surface for rails, pre stressed concrete layer is
recommended. Further, on both sides of a railway track
fencing and protective barrier is needed to prevent the entry
of animals and persons. This is one of the necessary things
to be done for uninterrupted traffic and avoid any causality.
B. Rail
Most of trains run on Broad gauge of 1.676m width rail
network in India. However, Standard gauge rail network of
1.435m width is suggested for Ahmedabad-Mumbai High
Speed Rail network by Japanese Company. For high speed
train, joint less and welded rails are recommended which
prove suitable for temperature effects because the weight of
rail and fasteners prevents expansion or contraction.
C. Wheels
The route seems nearly straight, but it may include sharp
curves at many locations. The curvature should be gentler
for the faster trains otherwise it may overturn the train at
curves due to higher speed.
Fig. 3: Simple (Left) vs Articulated Wheels (Right)
Conventional wheels tend to run in the straight
direction at curvature so for the safety, articulated wheels
are provided which will turn at curvature and it will avoid
collision with curved rail as illustrated in fig.3. The
hydraulic system also maintains the tilt along super elevated
surfaces so that passengers may not feel the elevated coach
either on left or right side.
D. Other Features
One engine may not be suitable that’s why a small engine at
every coach is provided.
Fig. 4: High Resistance due to Air
Fig. 5: Less Resistance due to Air
One of the most important things is to enhance
aerodynamic features to resist friction due to air and
minimize the losses. In fig.5, there is an illustration given
how to reduce losses by improving the outer shape of a
coach as compare to fig.4. Bigger arrow indicates the
direction of the movement. Giving curved or any other
shape like this to the train coaches is a primary feature but
the train should contain many other advanced and
innovative features to reduce the losses as far as possible.
VII. CONCLUSION
This project has great potential as it covers major industrial
and economic zones. Such projects are also very important
for the futuristic growth because after the success of a
project like this, many other similar projects may be carried
A Review on High Speed Rail Project between Ahmedabad and Mumbai
(IJSRD/Vol. 3/Issue 10/2015/093)
All rights reserved by www.ijsrd.com 462
out. In India, all important High Speed Rail Projects should
be started immediately so that people will get benefited by it
as soon as possible.
REFERENCES
[1] URL: http://articles.economictimes.indiatimes.com
[2] URL: http:// en.wikipedia.org
[3] URL: http://www.jterc.or.jp/

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A Review on High Speed Rail Project between Ahmedabad and Mumbai

  • 1. IJSRD - International Journal for Scientific Research & Development| Vol. 3, Issue 10, 2015 | ISSN (online): 2321-0613 All rights reserved by www.ijsrd.com 460 A Review on High Speed Rail Project between Ahmedabad and Mumbai Finhasali H Chinwala1 Vipul J. Kalyani2 1,2 Assistant Professor 1,2 Department of Civil Engineering 1,2 Babaria Institute of Technology, Vadodara, India Abstract— Indian Railway Network is one of the largest rail networks of the world which connects all major and minor cities and it is one of the fastest and convenient options for travelling for the ordinary people. However, sad thing is that most of the fastest trains run on average speed of just 50 km/hr. Therefore, to save time and for the convenience of the people some better and suitable option should be introduced. Bullet trains are high speed trains offer economic and high speed travel which is a good option for the routine and solitary travelling people. Key words: I. INTRODUCTION Indian Rail Ministry is planning to develop High Speed Rail Networks at certain locations in India connecting major cities. The main aim is to increase the speed of train and to provide the safe and convenient option of travelling. High Speed Rail Network is helpful in boosting up the Economy. The current fastest train in India is the Gatimaan Express that runs with a top speed of 160 km/h, with average speed of above 100 km/hr. Ahmedabad-Mumbai High Speed rail network is one of the major railway projects under planning and The Japan International Cooperation Agency (JICA) is likely to construct this project. II. HISTORY There is no standard for what to be called high speed train but, the train runs on new line at 250 m/hr and on old line 200 km/hr is considered as high speed train. The first such system began operations in Japan in 1964 and was widely known as the bullet train. Many countries have developed high speed rail network to connect major cities and mostly for passenger traffic. III. REQUIREMENT The city of Mumbai is the financial capitol of India and in the western India; there are other important cities like Ahmedabad, Surat, Vadodara etc so it is very important to connect these cities with high speed transport system. Sometimes, even after paying the required fare the traveller may not able to reach at the particular location on time due to the average speed of most of the trains is limited to just 50 km/hr. Primarily, it is very important to save time of the travellers due to many reasons. The future demand of current transport mode can be estimated by using four step model comprises of Trip Generation Model, Trip Distribution Model, Modal Split Model and Traffic Assignment. IV. SUITABILITY A. Safety: Compare to other states like problem of naxalism etc, states of Gujarat and Maharashtra is comparatively safer. B. Fare: Rich people are ready to pay high fare rate for safe and speedy journey. C. Terrain: Most of the area is plain ground so high speed train can run without any problem. D. Route: The route is almost straight which eliminates sharp curves. V. FACTS The Japan International Cooperation Agency (JICA) has submitted a report to the Railway Ministry for the 505-km long corridor between Ahmedabad and Mumbai results in reduction in the travel time up to two hours from the existing over seven hours. Fig. 1: Tentative Station Layout As per Japan International Cooperation Agency (JICA) record, the length of railway line is 498.5 km so average length between two stations is 49.85 km. Main railway stations are Mumbai and Ahmedabad and including intermediate stations total number of stations are 11. The ideal time of journey for a direct train from Mumbai to Ahmedabad will be about 2 hours and if a train stops at each station then the travelling time will be 2 hours and 40 minutes. Maximum numbers of coaches are 16 and numbers of passengers are 1400 for high speed trains and 1600 for double-decker trains. The estimated cost of the project is about 90,000 crore Indian Rupees (USD 13 Million) which will be funded by The Japan International Cooperation Agency (JICA). This cost is 10 to 14 times more than the construction of a normal railway track. It is estimated that
  • 2. A Review on High Speed Rail Project between Ahmedabad and Mumbai (IJSRD/Vol. 3/Issue 10/2015/093) All rights reserved by www.ijsrd.com 461 by 2023 around 40,000 passengers are expected to avail this service every day. If started now, then this project will be finished by the end of the year 2020. Nearly 25 to 30 trains will run at the initial stage i.e. in year 2020, and this number will increase up to 130 trains in the year 2050. Item Design Specification Gauge 1435mm Number of line Double track (One way) Maximum design speed 350km/h Maximum operation speed 320km/h Distance between track centreline 4.3m Width of formation level 11.3m Maximum Axle Load 16 Tonnes Table 1: Design Specifications of HSR The estimated High Speed Rail (HSR) fare is more than current First Class (1A) fare but less than Air fare. If the trains run at the planned speed then many passengers are likely to use the same and it will definitely generate good revenue. VI. CONSTRUCTION A. Railway Track The current normal railway track which is in use is not at all recommended for a high speed or a bullet train. Therefore, a new and better rail track is to be built so that it can absorb the impact of high speed trains. The track on a railway also known as the permanent way, is the structure to be built consisting of the rails, fasteners, rail road ties and ballast and the underlying sub grade. Fig. 2: Cross Section of a Track At the bottom about 3m compacted earth layer is required and on it few centimetres thick rubber blanket is being laid to absorb shock and impact waves. Above it, a layer of ballast is to be constructed. To rest and to provide clear surface for rails, pre stressed concrete layer is recommended. Further, on both sides of a railway track fencing and protective barrier is needed to prevent the entry of animals and persons. This is one of the necessary things to be done for uninterrupted traffic and avoid any causality. B. Rail Most of trains run on Broad gauge of 1.676m width rail network in India. However, Standard gauge rail network of 1.435m width is suggested for Ahmedabad-Mumbai High Speed Rail network by Japanese Company. For high speed train, joint less and welded rails are recommended which prove suitable for temperature effects because the weight of rail and fasteners prevents expansion or contraction. C. Wheels The route seems nearly straight, but it may include sharp curves at many locations. The curvature should be gentler for the faster trains otherwise it may overturn the train at curves due to higher speed. Fig. 3: Simple (Left) vs Articulated Wheels (Right) Conventional wheels tend to run in the straight direction at curvature so for the safety, articulated wheels are provided which will turn at curvature and it will avoid collision with curved rail as illustrated in fig.3. The hydraulic system also maintains the tilt along super elevated surfaces so that passengers may not feel the elevated coach either on left or right side. D. Other Features One engine may not be suitable that’s why a small engine at every coach is provided. Fig. 4: High Resistance due to Air Fig. 5: Less Resistance due to Air One of the most important things is to enhance aerodynamic features to resist friction due to air and minimize the losses. In fig.5, there is an illustration given how to reduce losses by improving the outer shape of a coach as compare to fig.4. Bigger arrow indicates the direction of the movement. Giving curved or any other shape like this to the train coaches is a primary feature but the train should contain many other advanced and innovative features to reduce the losses as far as possible. VII. CONCLUSION This project has great potential as it covers major industrial and economic zones. Such projects are also very important for the futuristic growth because after the success of a project like this, many other similar projects may be carried
  • 3. A Review on High Speed Rail Project between Ahmedabad and Mumbai (IJSRD/Vol. 3/Issue 10/2015/093) All rights reserved by www.ijsrd.com 462 out. In India, all important High Speed Rail Projects should be started immediately so that people will get benefited by it as soon as possible. REFERENCES [1] URL: http://articles.economictimes.indiatimes.com [2] URL: http:// en.wikipedia.org [3] URL: http://www.jterc.or.jp/