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MONORAIL TECHNOLGY 2015 GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 1 INTRODUCTION Monorail is defined a rail based transportation system based on single rail, vehicles using the railway are either suspended from or supported by the railway and the rails acts as its sole support and its guide way. It works under the principle of maglev (magnetic levitation). Maglev is a transport method that uses magnetic levitation to move vehicles without touching the ground. Monorails have been around since the 1800; the first monorail was made in Russia in 1820 by Ivan Elmanov, but only really came to public attention in the 1950s when Walt Disney installed one in his new theme park: Disneyland, California. Tokyo monorail one of the busiest averages 127000 passengers per day and has served over 1964 billion passengers. These are divided in two broad classes they are “straddle beam” and “suspended” monorails. Most common type is the straddle beam in which the train straddles a steel or reinforced concrete beam. A rubber tired carriage contacts the beam on the top and both side for traction and to stabilize the vehicle. Almost all modern monorails are powered by electric motors fed by dual third rails, contact wires or electrified channels attached to or enclosed in their guidance beams. Monorail is raised at a minimum height of 5.5 meters from ground level on columns. It works under the principle of maglev (magnetic levitation) systems. They are highly stable and allow rapid deceleration from great speed. An alternating current is ran through electromagnet coils on the guide walls of the guide way. This creates a magnetic field that attracts and repels the superconducting magnets on the train and propels the train forward. Braking is accomplished by sending an alternating current in the reverse direction so that it is slowed by attractive and repulsive forces. At speed maglev trains hover over the track and are not in physical contact with it. Maglev trains use magnets to levitate and propel the trains forward. Since there is no friction these trains can reach high speeds. It is a safe and efficient way to travel.

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Page 1: report on monorail technolgy

MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 1

INTRODUCTION

Monorail is defined a rail based transportation system based on single rail, vehicles

using the railway are either suspended from or supported by the railway and the rails acts as its

sole support and its guide way. It works under the principle of maglev (magnetic levitation).

Maglev is a transport method that uses magnetic levitation to move vehicles without touching the

ground.

Monorails have been around since the 1800; the first monorail was made in Russia

in 1820 by Ivan Elmanov, but only really came to public attention in the 1950s when Walt

Disney installed one in his new theme park: Disneyland, California. Tokyo monorail one of the

busiest averages 127000 passengers per day and has served over 1964 billion passengers. These

are divided in two broad classes they are “straddle beam” and “suspended” monorails. Most

common type is the straddle beam in which the train straddles a steel or reinforced concrete

beam. A rubber tired carriage contacts the beam on the top and both side for traction and to

stabilize the vehicle. Almost all modern monorails are powered by electric motors fed by dual third

rails, contact wires or electrified channels attached to or enclosed in their guidance beams. Monorail is

raised at a minimum height of 5.5 meters from ground level on columns.

It works under the principle of maglev (magnetic levitation) systems. They are highly

stable and allow rapid deceleration from great speed. An alternating current is ran through

electromagnet coils on the guide walls of the guide way. This creates a magnetic field that

attracts and repels the superconducting magnets on the train and propels the train forward.

Braking is accomplished by sending an alternating current in the reverse direction so that it is

slowed by attractive and repulsive forces.

At speed maglev trains hover over the track and are not in physical contact with it. Maglev trains

use magnets to levitate and propel the trains forward. Since there is no friction these trains can

reach high speeds. It is a safe and efficient way to travel.

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 2

HISTORY OF MONORAIL

EARLY DEVELOPMENT

Its concept was developed since 1800, the first monorail was made in Russia in 1820 by Ivan

Elmanov but only really came into public attention in the 1950s when Walt Disney installed one

in his new theme park: Disneyland, California.

SUSPENDED AND BICYCLE RAILWAYS

In 1886, the Enos Electric Company demonstrated a suspended monorail on the grounds of the

Daft Electric Light Company in the Greenville section of New Jersey , which was closer in its

appearance to more modern monorails, but the most famous suspended monorail of this era was

floating railway, of Wuppertal (city of germany), which entered service in 1901, and is still in

daily use. From 1910–1914 a monorail system designed by Howard H Tunis was used on

the Pelham Park and City Island Railroad in the Bronx, New York City as shown in below fig.1

fig.1 Pelham Park and City island railroad in Bronx, New York City.

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 3

GYRO MONORAIL

The only true monorail was the Gyro Monorail developed independently by Louis

Brennan, August Scherl and Pyotr Shilovsky. The first true monorail is also know as brennan

monorail as shown in below fig. This was a true single track train which used a gyroscope-based

balancing system to remain upright. but development was effectively stopped by the First World

War. For example Brennan Monorail as shown in below fig.2

fig.2 Brennan monorail

EVOLUTION OF MONORAIL

Its construction was however continued and problems which are faced during the

construction and operation of monorail was analysed and actual remedial measures were

introduced.The time since the Second World War has been characterised by a massive expansion

of road and air transport at the expense of rail. Under such circumstances, it was not surprising

that marginal rail projects, such as monorails, were first to be abandoned.

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 4

MODERN ERA OF DEVELOPMENT

The development of automotive technology has given rise to a new class

of monorail which owes little to the work of Palmer and Lartigue. These vehicles are suspended

from or straddle concrete beams, and use pneumatic tyres to improve adhesion and reduce noise

compared with wheel on steel. They have more in common with guided buses than conventional

railways. The beam is less obtrusive than an overhead roadway or railway, and the modern

designs may have a niche in dealing with right of way problems in congested city centres, at

lower cost compared with tunneling. Modern Monorail is shown in below fig.3 and fig 4

fig.3 Modern Monorail

fig.4 Modern Monorail in Mumbai

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 5

WORKING PRINCIPLE

It works under the principle of magnetic levitation train. It requires electromagnetic current to

generate magnetic field which is responsible for the acceleration and deceleration of train.

Propulsion of a maglev train is explained below:

• The system consists of aluminum three-phase cable windings in the stator packs that are

on the guideway. This train uses superconducting electric magnets in the vehicle to

levitate and propel the train. These magnets are cooled by liquid helium or liquid

nitrogen. This means that once electrified these magnets do not require additional

energy.

Fig.5 Monorail system components

• An alternating current is ran through electromagnet coils on the guide walls of the guide

way. This creates a magnetic field that attracts and repels the superconducting magnets

on the train and propels the train forward. The magnets on the side keep the train from

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 6

moving from side to side. A computer changes the amount of current to keep the train 1

cm from the track. Only the section of track where the train is traveling is electrified

Fig.6 propulsion principle of Monorail

• Braking is accomplished by sending an alternating current in the reverse direction so that

it is slowed by attractive and repulsive forces. Different speeds are achieved by varying

the intensity of the current

fig.7 Longstator Propulsion Switching

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 7

TYPES OF MONORAIL SYSTEMS

Monorails are classified into two type of systems, they are

1) Straddle type monorail system

2) Suspended type monorail system

1) Straddle type monorail system

Straddle type travels by straddling the track and its centre of gravity situated above

the track.some features of the straddle type monorail systems are:

The construction period to deploy a monorail is far shorter than to build a subway, and

the construction costs are less expensive; that is, roughly one-third for building a large

monorail system and one-sixth for a small-scale monorail system.

Three scales of monorail system with different carrying capacities are available: the small

straddle type monorail system has a carrying capacity of 79 passengers per car, the

standard system is capable of carrying 100 passengers per car, and the large monorail

system can carry up to 173 passengers per car. Having a transport capacity of 2,000

(small system) to 25,000 passengers/h (large system), they can flexibly accommodate a

wide range of municipal planning needs.

Monorail vehicles with rubber tires can negotiate steep grades (6%) and small-radius

curves (40-meter curves for the small monorail). Rubber tires also provide a quiet,

comfortable ride for passengers

Fig.8 Straddle- type monorail system

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 8

Fig.9 Straddle type of Monorail System( Components)

2) Suspension type monorail system

Comparing to conventional on-the-ground monorails, this suspended type takes

less space.

The innovative separation of its cabin and its drive unit has compactly minimized

planer area occupation.

Being ideally proper for installation on stairways or steep slopes in sloped

residential areas or on waterways.

Suspended Type Monorail has wonderfully realized the convenient door-to-door

transportation of people

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 9

Fig.10 suspension type of Monorail System

Fig.11 Suspension type of Monorail System

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 10

CONSTRUCTION OF MONORAIL

Process of monorail construction is simple: dig a hole, drop in a pre-built support pylon, truck in

the track which was manufactured offsite, lift into place! Monorail beamway can be installed far

faster than the alternatives. Below Figure shows a Las Vegas Monorail beam being put into

place. From truck bed to pylons was a matter of a few minutes. The entire system took only

seven months to construct. No other fixed rail can be installed as quickly and as disruption-free.

fig.12 Simple construction process of monorail fig.13 Environment friendly monorail

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 11

Fig.14 Influence diagram for Monorail Constructabilty

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 12

FACTORS OF MONORAIL CONSTRUCTABILITY

Monorail projects are often located in high density population area (such as

downtown) and famous scenic spots. Its strategic objectives could be diversity, such as relieving

traffic congestion, improving accessibility and visitor convenience, working commuting and

shopping, providing a good imagine of the city for the visitors. Considering these characteristics

of monorail, implementation of constructability program in monorail project has to enhance

safety, improve efficiency, realize esthetics, reduce cost, ensure schedule and minimize impact

on environment.

A typical life cycle of monorail includes planning, design, construction and operation and

maintenance. Integration of lessons learned from construction into all phases of the monorail is

beneficial. Constructability analysis bridges the gap between engineering and construction early

in monorail project to achieve possible full benefit. Constructability encompasses feedback loops

emanating from the construction phase. Constructability is an input of construction knowledge

and experience into all phases of a project.

Constructability analysis in the early phases of a project for obtaining optimum project

results. These factors coming from planning phase, design phase and construction phased would

influence monorail construction.

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GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 13

FAMOUS MONORAILS IN WORLD

1) Wuppertal, Germany

Urban monorail systems have been in regular passenger service for more than one

hundred years, beginning with the Wuppertal suspended monorail system in Wupperal, West

Germany. This 8 mile-long monorail system began service in 1901 and remains in service today

linking 20 stations

fig.15 Monorail in Wuppertal , Germany fig.16 Monorail in Osaka , Japan

2) Osaka, Japan

The Osaka monorail emanates from the center of the city to connect surrounding area

with a half circle system which will eventually surround the city with over 50 km of track. The

first 6.6 km segment opened in 1990 north of Osaka. In 1995,the disastrous earthquake of nearby

Kobe proved to be a test for the Osaka Monorail. It withstood the violent quake and proved to be

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GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 14

a vital transit link in the area as traffic on the parallel freeway became completely jammed with

evacuees.

3) Walt Disney World, Florida

Walt Disney world monorail began transit service in 1971. This 23.6 km long

monorail system with 6 stations carries 150,000 passengers every day.

fig.17 Monorail in Walt Disney World , Florida fig.18 Monorail in Seattle , Washington

4) Seattle, Washington

Seattle monorail was opened in 1962. This 1.9 km long monorail with two stations

carries 2.5 million passengers every year. In November of 1997, Seattle voters passed the

Monorail Initiative to extend the system citywide.

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GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 15

5) Las Vegas, Nevada

Las Vegas monorail was opened in 1995 which is short (1.2km) and only has two

stations, yet it carries more passengers (20,000/day) than some light rail systems that are fifteen

times longer with far more stations. This privately built and owned monorail is a success story.

Currently the system is being expanded the north to connect with other resorts and the

Convention Center.

fig.20 Monorail in Las Vegas, Nevada

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 16

MONORAILS IN INDIA

Projects in progress and in the pipeline are as follows:

Mumbai monorail

Delhi monorail

Chennai monorail

Kerala monorail

1. Mumbai monorail

India’s first monorail is set to start after four years of construction

8.8 km long first phase is set to start

19.54 km long chembur – wadala –jacob circle is set to start

Project is now in its final leg of getting a safety certificate

It will flaunt in three color i.e. green, pink, and sky blue

Mega project cost of Rs 3000 crore proposed development of 8 lines (135 km)

from year 2011 to 2031 in phases total cost of Rs 202.96 billion

2. Delhi monorail

Project is set to start within two to three month for the congested east Delhi.

Rail system will be integrated with Delhi metro and DTC bus network.

Responsibility of implementing light rail plan lies with Delhi integrated multi-

modal transit system (DIMTS).

Expected to be completed by 2017 at a cost of Rs 2235 crore.

Proposed 11 km corridor from Shastri park metro station to Trilokpuri.

Beside this other lines too are there in the pipelines.

Will run at a frequency of 4,5 min in the initial stage with the increase in further

2.5 min.

Expected daily ridership on the corridor is around 1.5 Lakh passengers.

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 17

3. Chennai monorail

The aim is to increase the share of public transport in Chennai from 27% to 46%

by 2026.

Monorail in Chennai is divided into two phases. They are

1st phase : proposed to be constructed the revised target means the

monorail grid would be only 57-km.

estimated to cost 80,500 million.

Proposed to constitute a network of three elevated corridors

Vandalur to Velachery via Tambaram East

(23 km); Poonamallee to Kathipara via Porur (16 km);and Poonam

allee to Vadapalani via Valasarawakkam (18 km).

2nd phase: The corridor from Vandalur to Puzhal via Avadi (54 km)

has been axed because it runs through "undeveloped areas with no

pre-existing traffic in the alignment", making it "financially

unviable"

If it had been built, it would have been the longest monorail

corridor in the world.

4. Kerala monorail

Kerala has monorail systems planned for the cities of Kozhikode and

Thiruvananthapuram.

Kozhikode monorail

The project was proposed to cover a distance of 14.2 km with 15

stations, from Medical College Hostel to Meenchanda.

Transit type : straddle beam monorail

Estimated cost of project is Rs 190.91 crore

Thiruvananthapuram monorail

Project was proposed to cover a distance of 22.20 km with 19

stations.

Transit type : light metro

Estimated cost of project is Rs 359.08 crore.

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 18

DIFFERENCE BETWEEN MONORAIL AND METRO RAIL

Table 1 comparison between Monorail and Metrorail

MONORAIL METRO RAIL

Type Of Use Technology Service

Rails Single Double

Expenditure Between Rs 120 and Rs 150

crore per km

Over Rs 200 crore per km

Construction time Between 3-4 years Over 5-6 years

Passenger capacity per hour 10000 40000

Suitability congested areas having sharp

turns

open area having no sharp

turns

Cost Rs 8 -20 Rs 8-30

Speed (Average) 65 km/h 100 km/h

Space occupied minimal space compared to

metro rails

more area compared to

monorails

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 19

ADVANTAGES

Monorail can be built faster with less cost. It consumes minimal space.

For cities that have a population of less than three million, monorail is the ideal mode of

transport. For denser cities, monorail can ideally serve as the feeder line that brings

passengers in and takes them out of the Metro network.

The monorail itself uses no carbon-based fuels and so does not pollute, unlike cars and

buses.

As monorails run around elevated tracks there is no risk of cars getting stuck on

crossings.

Monorails are also practically silent, as opposed to trains which make a noise traveling

along rails.

Monorails contribute to a greener environment as it helps in removing vehicles from the

road.

Monorails regularly operate at an amazing 99.9% reliability. No other form of transit can

touch that number. The rubber tires get little wear running on smooth guide ways.

Typically, each load tire gets over 100,000 miles of travel before being replaced

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 20

DISADVANTAGES

If a section of track needs to be replaced, the entire system needs to be shut down

resulting in no service.

The capacity of a Metro system, which can accommodate up to nine cars, is about three

to four times more. Thus, the capacity-to-cost ratio is better for a Metro system, even

though the per kilometer construction cost is more.

Without electricity it can not be run.

The Mud Island Monorail, in Memphis, Tennessee (2005)Monorail vehicles are not

compatible with any other type of rail infrastructure, which makes through services onto

mainline tracks impossible.

Monorail tracks do not easily accommodate at-grade intersections.

In an emergency, passengers may not be able to immediately exit because an elevated

monorail vehicle is high above ground and not all systems have emergency walkways.

The biggest disadvantage cited in the case of monorail is its limited passenger capacity —

typically ranging from 2,000 passengers per hour per direction (pphpd) to a maximum of

48,000 pphpd.

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MONORAIL TECHNOLGY 2015

GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 21

FUTURE SCOPE

With the development of monorail and its advantages over conventional rail system, monorail is

the technology of the future. Monorail will be hitting the rapid construction and operation

replacing the conventional system. Operation of monorail will be saving the precious fuel. With

more research works going on about the monorail it can be made more advanced and more

environmental friendly.

CONCLUSION

With the increase in the construction technology of Monorail ,it can reduce the use of city buses

in narrow and busy road and will provide comfort to the passengers because of its suitability in

the congested areas. As it connect the arteries and veins of the city and proves to be

environmental friendly it is going to replace various modes of transportation which affect

environment. With the increase in the population it is necessary for the advancement of transport

technology in order to provide systematic way of transportation in the near future; for which

monorail can be the best alternative.

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GOPINATH CHAPAGAIN, DEPARTMENT OF CIVIL ENGINEERING, NIT RAICHUR Page 22

REFERENCES

1. www.google.com

2. www.wikipedia.com

3. Journal (New Building Materials and Construction World); NBM and CW

4. K. Kera et al., “Next-Generation Needs of Railway Systems and Hitachi’s Approaches,”

Hitachi Hyoron 81, pp. 208-214 (Mar. 1999) in Japanese.

5. K. Ishikawa et al., “Straddle Type Monorail as a Leading Medium Scale Intercity Traffic

System for the 21st Century,” Hitachi Hyoron 81, pp. 227-230 (Mar. 1999) in Japanese.

6.T. Kuwabara et al., “New Solution for Urban Traffic: Smalltype Monorail System,” Hitachi

Hyoron 83, pp. 519-522 (Aug. 2001) in Japanese.

7. Japan Monorail Association (JMA), “Research on Urban Monorails Corresponding to Actual

Demand,” (May 2000) in Japanese.

8.Anderson, S. D. et al. 1999, Constructability Issues for Highway Projects, Journal

of Management in Engineering, May/June, 60-68.

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