The document discusses the proposed high-speed rail corridor between Mumbai and Nagpur in India. It outlines key factors considered for route selection, including technical feasibility, operational efficiency, and environmental impact. The proposed route would connect 12 stations across Maharashtra. Construction of the corridor is planned to be done in phases over 4-5 years. The document also provides details about track design and maintenance for high-speed rail networks.

1. Introduction of E5: Shinkansen
From Mumbai to Nagpur

2. Route Selection
Factors Considered for Route Selection
➢ The route must be technically feasible in terms of terrain,elevation, and alignment. The railwaytracks
must be able to accommodate high-speed trains while ensuring passenger safety and comfort.
➢ The route must be operationally efficient, ensuring that the train service can run on time and at optimal
speed. This involves considerations such as the distance between stations, the number of stops, and the
availability of alternative routes.
➢ The route must have minimal environmental impact, taking into account factors such as wildlifehabitats,
water resources, and air quality. An environmental study is conducted to assess the potential impact of
the project and identify measures to mitigate any negative effects.

3. ➢ It will connect Mumbai, Nasik, Shirdi,
Aurangabad and Nagpur through 12
stations in Maharashtra
➢ In which station in Mumbai will act as
transient station between
Mumbai-Ahmedabad and Mumbai Nagpur
High Speed Corridor
MEGA TRANSIT HUB (Station)

4. My proposal about station
❖ We have to develop Multi modal hub
cum station in Thane,pune and
nagpur.
❖ A well-designed station for bullet trains
should be spacious and easy to
navigate.
❖ We also take care that high speed
station in city center that will ensure
proper ridership .
❖ We must provide high speed station
near convention railway station and
metro .

5. Environmental
impact & challenges

6. History
Tungareshwar wildlife sanctuary
2015 Feasibility report
Three Eco-protective
zones
Allegation on NHSRCL
PR Officer of NHSRCL-
Dhananjay Kumar
JICA
Japan international
cooperation agency
Sanjay Gandhi National Park
Thane Creek

7. Battle btw NHSRCL & BHC, SC
1. Union ministry
2. Approval by committee
Ecological Impacts
Mangroves
1. Thousands of species
2. Erosion of sand
3. Filter waters

8. Track Design and Construction
The track work core system is the backbone of the high-speed rail network. It
includes the design and construction of the tracks, as well as the power supply and
signaling systems. The design of the tracks must take into account factors such as
speed, curvature, and gradients. The construction of the tracks involves laying the
rails, installing the slabs and fasteners, and connecting the tracks to the power
supply and signaling systems.
Track Maintenance
The track work core system also includes maintenance of the tracks to ensure safe
and reliable operation. This includes regular inspection of the tracks, replacement of
worn components, and repair of any damage. Proper maintenance is critical to
ensuring the safety and reliability of the high-speed rail network.
TRACK WORK

9. TRACK STRUCTURE OF HSR
1. Track Bed
Instead of the track bed ballast of ballast track, which varies in structure and
thickness depending on the type of civil engineering structure, reinforced
concrete track beds are laid in stab track sections.
The reinforced concrete track bed either
(i) has a structure to withstand the subsidence and deformation of civil
engineering structures over time in tunnels and earth structure sections
(ii) designed to ensure a flat surface to lay track slabs on in viaduct/bridge
sections.
Particularly in earth track bed portions, the reinforced concrete track bed acts
as a girder to support the track skeleton on the elastic earth structures.

10. 2.) Concrete projection
In HSR circular or semicircular "concrete projections" are placed on the reinforced
concrete track bed to support the reaction force against the loads in the longitudinal
and lateral directions induced by running trains or in brake application, as well as
longitudinal loads owing to temperature variations.
In order to create a datum point for alignment surveys and track slab construction, a
"datum point" is put in the concave at the top of the concrete projection.

11. 3.) CA mortar
CA mortar is a mixture of cement, asphalt emulsion, sands, water, and admixture.
Between track slabs and the reinforced concrete track bed, CA mortar is grouted.
While the surface of the reinforced concrete track bed is somewhat uneven because it
is physically smoothed and cast on-site, the track slabs, which are made with extreme
precision in factories, must be put with the track center line and rail level exactly
aligned. Therefore, a very fluid substance must be used to fill the space between the
track slab and the reinforced concrete track bed.

12. 4. Track Slab
Instead of the sleepers used for ballast tracks,
"track slabs" or reinforced concrete plates are
utilized in slab tracks. There are two distinct
lengths of track slabs: a conventional track slab
that is 5 meters long and an auxiliary track slab
that is 4 meters long. Combinations of these
two types can cover any girders that are 8
meters or longer, except those that are just 11
meters long. Track slabs are molded with plugs
during the production process, one to insert a
tie plate and the other two, one on each side, to
secure metals used to lift and move the track
slab. A semicircular notch is also created to fit
with a concrete protrusion on each end.

13. CONSTRUCTION PLAN
The Mumbai Nagpur High-Speed Corridor is expected
to be constructed in phases. The first phase will involve
the construction of the section between Mumbai and
Nasik, which will cover a distance of approximately 166
km. The second phase will involve the construction of
the section between Nasik and Nagpur, which will cover
a distance of approximately 624 km.
Construction Timeline
The construction of the Mumbai Nagpur High-Speed
Corridor is expected to take approximately 4-5 years,
with the first phase expected to be completed within 2-3
years. The project will be executed in a phased manner,
with each phase being completed before the start of the
next phase.

14. Civil Works
Basic Policy for Designing Civil
Structures
1. Adopting safety-first and high-speed
operation
2. Consideration of the construction cost
reduction.
3. Consideration of the life cycle cost reduction
4. Harmonizing with urban planning
5. Environmental considerations
6. Countermeasures for natural disasters and
long-term durability.

15. Embankment and Cut
Structure
Earth structures (embankments
and cuts)
Viaduct
Viaduct structure will be adopted for
where “Areas around the main station
and its surrounding urban areas”,
“Where surface layer has soft ground
or flooding area”, and “Where the
height of R.L. (Rail Level) is more
than 9 metres”
Depending on the topological, geological
and surrounding environmental
conditions, engineering structures
between stations are classified into earth
structures (embankments and cuts),
viaduct, bridges and tunnels.
68% of the bullet train line will be along
Samruddhi highway.

16. Bridge(17%)
The Mumbai Nagpur High-Speed
Corridor will have a total of 24 bridges,
with a combined length of
approximately 5.5 kilometers.
Tunnel (6.7%)
The total length of the tunnels on
the corridor is expected to be
around 50 kilometers. There will be
several tunnels along the route,
with the longest tunnel being
approximately 14 kilometers long.
The number of tunnels will depend
on the final alignment of the
corridor.

17. Core System
1.Train Configuration:
The E5 Shinkansen is typically configured in 10-car or 16-car sets
2. Maximum Speed:
It is designed to operate at high speeds, with a maximum operational
speed of around 320 km/h (200 mph).
3.Traction System:
The E5 series is equipped with an electric traction system, drawing
power from overhead catenary wires.
4.Train Control System:
The train incorporates advanced train control and safety systems to
ensure high-speed operation with a high level of safety.
5.Design and Aerodynamics:
The design of the E5 series takes into account aerodynamics to
reduce air resistance at high speeds.

18. Regenerative braking is an energy recovery mechanism
that slows down a moving vehicle or object by converting
its kinetic energy into a form that can be either used
immediately or stored until needed.
Regenerative Braking

19. - gaurav

20. Financing India’s Bullet Train:
A brief analysis

21. Table of contents
01 Operation in japan
Honshu to kyushu
And hakodate on northern
02 Cost of project
1.7lakh crore
742 km
03 About Individual
You can describe the
topic of the section here
04 Comparison V2040
40-50 busd per
international airport

22. Operations
Honshu to kyushu Tokyo to northern
island of hokkaido
JR-East

23. Japan Bank for International Cooperation
● Economic Ties
● Export Promotion
● Diversification
● Strengthening Diplomatic
Relations
● Alignment with Policy Objectives
● Exporting Japanese Technology
● Building Global Reputation
● Earning Interest Income
● Diff in ODA - Comm Loans-WB
(official development asst)

24. ● Cost estimation
● Tokyo to kyoto (446 KM) costs around 11000 INR
● Fukuoka to Tokyo Station (1060 KM) around 28000 yen or 15300
INR
● Avg fare is 24-30 yen per km (16.49 Inr/12200 Inr)
● Tokyo to aomori (700 KM)= fare (10k-21k yen)~(5.5k-11.6k Inr)
Cost 400 billion yen = 2.64 billion usd
bullet train fare calculator
Financing of individual

25. 15-18 hr
~13 hr
1:20-1:30 hr

26. Strengthening ties
Japan
India

27. CREDITS: This presentation template was created by
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infographics & images by Freepik
Thanks!
references: