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PERSONAL RAPID
TRANSIT SYSTEM



1   BY - HIMANSHU   SINGH
        B090847CE
 PersonalRapid Transit is a fully automated rail-
  based public transportation system.

 Ituses small automated electric driven „pod cars‟
  with capacity of 4 to 6 people, on a network of
  narrow segregated guide ways .

 Stations are located on sidings ,with merge/ diverge
  points. This approach allows for nonstop, point-to-
  point travel, bypassing all intermediate stations.
                                                      2
    It is cost-effective ,provides highly “on-demand”
    , congestion free and 24X7 operation.

 Any    destination can be reached directly, in a private
    atmosphere and without intermediate stops or
    transfers with very short waiting times.




                                                       3
NEED OF PRTS !
 INCREASING     TARNSPORT DEMAND

 As the population is increasing so the transport
 demand, especially in urban cities where problem of
 traffic have become a great concern.




                                                 4
 LIMITED     LAND AND FUEL RESOURCES

 Mostof the metropolitan cities are already facing
 problem of land shortage to manage the growing
 population so , its very difficult to extend and
 expand roads inside the city.

 Depleting natural gas and petroleum reserve is a
 major concern, vehicle running on electricity can be
 helpful in decreasing load on fossil fuel.

                                                  5
DEVELOPMENT OF PRTS !

 First PRT came into service at West Virginia
  University ,Morgantown in 1972.
 It has 8.7 miles guide-way with 5 stations and 70 pod
  cars with about 15,000 riders per day.




                                                  6
 In
   November 2010, a PRT system went into
 operation in Masdar City in the UAE. It has only 1.2
 km of one-way track, serving the Masdar Institute of
 Science and Technology.

 SinceSeptember 2011, Heathrow PRT is fully
 operational, connecting business car park to the
 central terminal 5 area through 3.8 km of guide way
 and 18 podcars.


                                                 7
UPCOMING PROJECTS !
 InSuncheon, South Korea , PRT System will
 connect Suncheon to the future site of the
 International Gardening Festival with 9.8 km
 guideway 2 stations and 40 podcars by end of 2013.

 In
   India, Amritsar will have the first and largest
 urban PRT System with route length of total 22km
 with 35 stations. The initial phase connects 3.3km
 route with 7 stations being 500m apart with cost of
 60crore per km with 30 podcars. It will be open for
                                                   8


 public in 2014.
INFRASTRUCTURE
 PODCARS :


 Fabricated Aluminium    „Ladder Frame‟.
 Dimensions - 3.7 x 1.47 x 1.8 m
 Weighs 850kg with maximum payload of 500kg.
 13" Wheels with automotive tubeless radial tyres.
 Average speed is 40km/h.
 It is of two types on basis of usage :
   a) short distance
   b) high speed ,high capacity                   9
10
GUIDWAYS
 The guideways are usually designed as elevated
 systems with concrete and steel beams and columns.

 Theyare interconnected at “ junctions “ which
 allows podcar to select various paths.

 Guideway density and extent is determined by
 maximum walking distance to nearest station and
 number of origin and destination point to be served.
                                                  11
SPECIFICATIONS :




                   12
 TypicalElevated Guideway Headroom for main road
 crossings is 5.7m whereas 2.5m over pedestal
 crossing.

 Typicalcolumn weighs 10 tonnes with dead load
 requirement of minimum 2.2kN/m².

 Guideways  can be integrated into existing building
 without significant strengthening or modifications.


                                                  13
STATIONS

 Off-linestations are designed with a “siding” track
 or so that vehicles not stopping at a particular station
 can bypass that station .

 Usinga 30 second dwell time, one typical station
 bay can serve about 120 Pods per hour.

 These stations have all basic facilities ex passenger
 interface which allows destination selection
                                                     14
 console, communications, and segregation doorset.
15
OPERATING COST
    Podcars costs 92k USD each and Infrastructure
    costs 4.6M USD/km with general formula of overall
    cost:

      1.23 (1,600 + 67.0(L-5) + 11.0(N-25)) K USD
    *per annum

          Where L is the length of single track
    guideway (km) , N is the number of vehicles
                                                    16
                               *www.niches-transport.org
SAFTEY AND SECURITY
 No human error so much safer than vehicles on road.


 Running gear mechanism to prevent derailment and
 grade-separated guideways prevent conflict with
 pedestrians or manually controlled vehicles.

 Public
       transit safety engineering approaches, such as
 redundancy and self-diagnosis of critical
 systems, are also included in designs.
                                                       17

 Less   crowded so less prone to terrorist attacks.
PROPULSION
 Electricitypowered 7kw linear induction motors and
  rotary motors used.
 power is generally transmitted via lineside
  conductors
 Systems retain a small on-board battery to reach the
  next stop after a power-failure increasing the safety
  and reducing the complexity, cost and maintenance
  of the guideway.
 Laser sensors maintains vehicle to prescribed
  path.                                              18
SWITCHING
 Two   types of switching:

 Vehicle-switching

 permits faster switching
 Simplifies the guideway, makes junctions less visually
  obtrusive and reduces the impact of malfunctions

 Track-switching

 replaces in-vehicle mechanisms with larger track-
  moving components.
 simplifies the vehicles, reducing the number of small
                                                      19

  moving parts in each car.
APPLICATIONS
 Airport shutles : connecting parking to terminals etc.


 Private property developments : ex educational
 institutes , private firms and industry etc.

 Shortdistance urban connections: connecting tourists
 spots etc.

 Fasterouter suburban connections:connecting
 industrial areas to city center etc.               20
CHARACTERISTICS
 PRT   is sustainable.

 PRT   is safe.

 PRT   produces zero local emission.

 Infrastructure   fit within most urban fabric.

 PRT  offers a 24h, on- demand, direct origin to destination
  service.

 PRT   has relatively low capital costs.
                                                                21
 PRT   is accessible for all
IMPEDIMENTS TO DEVELOPMENT
 There   is very less tested.

 There   is a lack of awareness of the concept.

 Would    not produce much employment.

 Financialrisk as implementing test program requires
 substantial finance support .

 PRT   may attract vandalism and pods may be target of crime.
                                                         22


 Not   feasible for rural areas.
CASE STUDY

PRT SYSTEM IN HEATHROW AIRPORT




                                 23
 Terminal   5 at London Heathrow Airport is connected
  to its business passenger car park, by a 3.8 km PRT
  system.

 Since   september 2011 it is fully operational.

 The   system cost £30 million to develop.

 The   pods use 50% less energy than a bus.

 It
   uses 18 podcars that runs 22 hours a day with    24
  maximum speed of 40km/h.
 Operational
            statistics in May 2012 demonstrate more
 than 99% reliability .

 Average passenger wait time over the one year
 period of 10 seconds.




                                                  25
PRT SYSTEM IN AMRITSAR

   World’s largest urban PRT system will start in 2014.

   3.3km elevated guideway with 7 stations and 30 podcars
    running in phase one.

   It is a high-capacity system, projecting to carry approx 35
    million passengers a year.

   At peak capacity the Amritsar system can carry up to
    100,000 passengers a day.
                                                              26
   The route will focus on railway and bus stations to the
    Golden Temple .

   The land area required for transportation will reduce by 30%.

   The project costs nearly Rs 250 crore and is to be taken up on
    a public-private partnership.

   Second phase : 22 km of total length with 35 stations with
    cost of Rs 880 crore.


                                                              27
Projected route :




                    28
CONCLUSION
   Personal Rapid Transit System is an emerging approach to
    sustainable transportation. It fulfils almost all the
    requirements of modern transportation.

   It provides a good solution to the increasing transportation
    demand .

   It provides solution to limited land resource and helps in
    decreasing burden on fossil fuel resource .

   Its cost effectiveness make it accessible to every individual.

                                                               29
   Thus helps in economic development of the society.
REFERENCE
   Ultra Personal Rapid Transit System, Heathrow Airport, London, England:
    http://www.ultraprt.com/.(Accessed, august 2012)

   Alain L. Kornhauser, et al (2004-2005). Personal Rapid Transit for New Jersey:
    P.R.T.—the New Mass Transit. Princeton, NJ: Princeton University.
    http://www.princeton.edu/~alaink/Orf467F04/NJ%20PRT%20Final%20Small.pdf

   Kerr, A.D. et al, Infrastructure Cost Comparisons for PRT and APM, ASCE APM05
     Special Sessions on PRT, 2005

   “PersonalRapidTransit.” Wikipedia. (Accessed august 2012)
    (http://en.wikipedia.org/wiki/Personal_rapid_transit

   Advanced Transport Systems Ltd. (2003). “Summary Report on ULTra Passenger
      Trials.” Provided on CD ROM by ULTra in August 2005

   West Virginia University (http://transportation.wvu.edu/prt/)(Accessed, august 2012)
   PRTS, Amritsar (http://www.fairwoodindia.com/personal-rapid-transport-system-
    amritsar) (Accessed ,august 2012)                                             30
31

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Personal Rapid Transit System Document Summary

  • 1. PERSONAL RAPID TRANSIT SYSTEM 1 BY - HIMANSHU SINGH B090847CE
  • 2.  PersonalRapid Transit is a fully automated rail- based public transportation system.  Ituses small automated electric driven „pod cars‟ with capacity of 4 to 6 people, on a network of narrow segregated guide ways .  Stations are located on sidings ,with merge/ diverge points. This approach allows for nonstop, point-to- point travel, bypassing all intermediate stations. 2
  • 3. It is cost-effective ,provides highly “on-demand” , congestion free and 24X7 operation.  Any destination can be reached directly, in a private atmosphere and without intermediate stops or transfers with very short waiting times. 3
  • 4. NEED OF PRTS !  INCREASING TARNSPORT DEMAND  As the population is increasing so the transport demand, especially in urban cities where problem of traffic have become a great concern. 4
  • 5.  LIMITED LAND AND FUEL RESOURCES  Mostof the metropolitan cities are already facing problem of land shortage to manage the growing population so , its very difficult to extend and expand roads inside the city.  Depleting natural gas and petroleum reserve is a major concern, vehicle running on electricity can be helpful in decreasing load on fossil fuel. 5
  • 6. DEVELOPMENT OF PRTS !  First PRT came into service at West Virginia University ,Morgantown in 1972.  It has 8.7 miles guide-way with 5 stations and 70 pod cars with about 15,000 riders per day. 6
  • 7.  In November 2010, a PRT system went into operation in Masdar City in the UAE. It has only 1.2 km of one-way track, serving the Masdar Institute of Science and Technology.  SinceSeptember 2011, Heathrow PRT is fully operational, connecting business car park to the central terminal 5 area through 3.8 km of guide way and 18 podcars. 7
  • 8. UPCOMING PROJECTS !  InSuncheon, South Korea , PRT System will connect Suncheon to the future site of the International Gardening Festival with 9.8 km guideway 2 stations and 40 podcars by end of 2013.  In India, Amritsar will have the first and largest urban PRT System with route length of total 22km with 35 stations. The initial phase connects 3.3km route with 7 stations being 500m apart with cost of 60crore per km with 30 podcars. It will be open for 8 public in 2014.
  • 9. INFRASTRUCTURE  PODCARS :  Fabricated Aluminium „Ladder Frame‟.  Dimensions - 3.7 x 1.47 x 1.8 m  Weighs 850kg with maximum payload of 500kg.  13" Wheels with automotive tubeless radial tyres.  Average speed is 40km/h.  It is of two types on basis of usage : a) short distance b) high speed ,high capacity 9
  • 10. 10
  • 11. GUIDWAYS  The guideways are usually designed as elevated systems with concrete and steel beams and columns.  Theyare interconnected at “ junctions “ which allows podcar to select various paths.  Guideway density and extent is determined by maximum walking distance to nearest station and number of origin and destination point to be served. 11
  • 13.  TypicalElevated Guideway Headroom for main road crossings is 5.7m whereas 2.5m over pedestal crossing.  Typicalcolumn weighs 10 tonnes with dead load requirement of minimum 2.2kN/m².  Guideways can be integrated into existing building without significant strengthening or modifications. 13
  • 14. STATIONS  Off-linestations are designed with a “siding” track or so that vehicles not stopping at a particular station can bypass that station .  Usinga 30 second dwell time, one typical station bay can serve about 120 Pods per hour.  These stations have all basic facilities ex passenger interface which allows destination selection 14 console, communications, and segregation doorset.
  • 15. 15
  • 16. OPERATING COST  Podcars costs 92k USD each and Infrastructure costs 4.6M USD/km with general formula of overall cost: 1.23 (1,600 + 67.0(L-5) + 11.0(N-25)) K USD *per annum Where L is the length of single track guideway (km) , N is the number of vehicles 16 *www.niches-transport.org
  • 17. SAFTEY AND SECURITY  No human error so much safer than vehicles on road.  Running gear mechanism to prevent derailment and grade-separated guideways prevent conflict with pedestrians or manually controlled vehicles.  Public transit safety engineering approaches, such as redundancy and self-diagnosis of critical systems, are also included in designs. 17  Less crowded so less prone to terrorist attacks.
  • 18. PROPULSION  Electricitypowered 7kw linear induction motors and rotary motors used.  power is generally transmitted via lineside conductors  Systems retain a small on-board battery to reach the next stop after a power-failure increasing the safety and reducing the complexity, cost and maintenance of the guideway.  Laser sensors maintains vehicle to prescribed path. 18
  • 19. SWITCHING  Two types of switching:  Vehicle-switching  permits faster switching  Simplifies the guideway, makes junctions less visually obtrusive and reduces the impact of malfunctions  Track-switching  replaces in-vehicle mechanisms with larger track- moving components.  simplifies the vehicles, reducing the number of small 19 moving parts in each car.
  • 20. APPLICATIONS  Airport shutles : connecting parking to terminals etc.  Private property developments : ex educational institutes , private firms and industry etc.  Shortdistance urban connections: connecting tourists spots etc.  Fasterouter suburban connections:connecting industrial areas to city center etc. 20
  • 21. CHARACTERISTICS  PRT is sustainable.  PRT is safe.  PRT produces zero local emission.  Infrastructure fit within most urban fabric.  PRT offers a 24h, on- demand, direct origin to destination service.  PRT has relatively low capital costs. 21  PRT is accessible for all
  • 22. IMPEDIMENTS TO DEVELOPMENT  There is very less tested.  There is a lack of awareness of the concept.  Would not produce much employment.  Financialrisk as implementing test program requires substantial finance support .  PRT may attract vandalism and pods may be target of crime. 22  Not feasible for rural areas.
  • 23. CASE STUDY PRT SYSTEM IN HEATHROW AIRPORT 23
  • 24.  Terminal 5 at London Heathrow Airport is connected to its business passenger car park, by a 3.8 km PRT system.  Since september 2011 it is fully operational.  The system cost £30 million to develop.  The pods use 50% less energy than a bus.  It uses 18 podcars that runs 22 hours a day with 24 maximum speed of 40km/h.
  • 25.  Operational statistics in May 2012 demonstrate more than 99% reliability .  Average passenger wait time over the one year period of 10 seconds. 25
  • 26. PRT SYSTEM IN AMRITSAR  World’s largest urban PRT system will start in 2014.  3.3km elevated guideway with 7 stations and 30 podcars running in phase one.  It is a high-capacity system, projecting to carry approx 35 million passengers a year.  At peak capacity the Amritsar system can carry up to 100,000 passengers a day. 26
  • 27. The route will focus on railway and bus stations to the Golden Temple .  The land area required for transportation will reduce by 30%.  The project costs nearly Rs 250 crore and is to be taken up on a public-private partnership.  Second phase : 22 km of total length with 35 stations with cost of Rs 880 crore. 27
  • 29. CONCLUSION  Personal Rapid Transit System is an emerging approach to sustainable transportation. It fulfils almost all the requirements of modern transportation.  It provides a good solution to the increasing transportation demand .  It provides solution to limited land resource and helps in decreasing burden on fossil fuel resource .  Its cost effectiveness make it accessible to every individual. 29  Thus helps in economic development of the society.
  • 30. REFERENCE  Ultra Personal Rapid Transit System, Heathrow Airport, London, England: http://www.ultraprt.com/.(Accessed, august 2012)  Alain L. Kornhauser, et al (2004-2005). Personal Rapid Transit for New Jersey: P.R.T.—the New Mass Transit. Princeton, NJ: Princeton University. http://www.princeton.edu/~alaink/Orf467F04/NJ%20PRT%20Final%20Small.pdf  Kerr, A.D. et al, Infrastructure Cost Comparisons for PRT and APM, ASCE APM05 Special Sessions on PRT, 2005  “PersonalRapidTransit.” Wikipedia. (Accessed august 2012) (http://en.wikipedia.org/wiki/Personal_rapid_transit  Advanced Transport Systems Ltd. (2003). “Summary Report on ULTra Passenger  Trials.” Provided on CD ROM by ULTra in August 2005  West Virginia University (http://transportation.wvu.edu/prt/)(Accessed, august 2012)  PRTS, Amritsar (http://www.fairwoodindia.com/personal-rapid-transport-system- amritsar) (Accessed ,august 2012) 30
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