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1
PUBLIC TRANSPORTATION
PLANNING
BUS TRANSIT MODE
2
GENERAL CHARACTERISTICS
•
Flexibility: ability to operate on most streets in mixed mode
• Low investment cost: minimum infrastructure, quick introduction, and
easy changes/extension Limited
• Capacity: ideally suited for lightly to moderately travelled transit routes
3
VEHICLE CHARACTERISTICS
•
Operation cost: cost per capacity decrease as vehicle size
increases
• Line capacity: increases with vehicle size
• Manoeuvrability: decreases with vehicle size riding
• Comfort: increases with vehicle size for std. bus
4
BUS TYPE
Type Vehicle Length (meters) Capacity (customers)
Minibus 9 60
Bus 12 90
Articulated 18 150
Bi-Articulated 25 220
5
6
Articulated Bi-Articulated
OPERATION IN MIXED TRAFFIC
Bus operation in urban street require least investment
The average speed of buses are lower than others
Equal treatment of transit and other vehicle is illogical, often result in high travel
cost to all
Purpose of transportation is to move people/goods and not vehicles
This lead to preferential treatment
7
PREFERENTIAL TREATMENT
Preferential treatment assume equal rights to persons and not
vehicles
It increases travel speed, increased reliability
Bus preferential treatment is the basic prerequisite for improving bus
competitiveness
8
PREFERENTIAL TREATMENT: ON STREETS
Reserved bus lane
Exclusive bus lane
Contra flow bus lane
9
PREFERENTIAL TREATMENT: AT INTERSECTIONS
Signal design considerations
 Person delay other than vehicular
delay
Exclusive signal phase for bus
10
PREFERENTIAL TREATMENT: ON FREEWAYS
HOV lanes
Exclusive bus lanes
Preferential entry to freeway
11
SERVICE QUALITY
Reliability in terms of high frequency and adherence to the schedule
Riding comfort
Safety
Area coverage(route-km/km2)
12
RAIL TRANSIT MODES
13
RAIL TRANSIT CHARACTERISTICS
high riding quality, high passenger attraction & impact on cities
Rail technology: conical wheel and flange results in simple, safe and fast,
low rolling resistance , at-grade crossing, least affected by weather
Exclusive right of way – cat . A
14
RAIL MODE TYPES
Street car (SCR)
Light rail transit (LRT)
Rapid rail transit (RRT)
Regional rail (RGR)
Mono rail
Sky bus
This classification based on R/W, no of cars, power pick up, vehicle control, max
speed and technology
15
STREET CAR (SCR)16
LIGHT RAIL TRANSIT (LRT)17
RAPID RAIL TRANSIT (RRT)18
SKY BUS19
COMPARISON OF MODES20
COMPARISON OF MODES21
TRANSIT SYSTEM
CHARACTERISTICS
22
TRANSIT SYSTEM CHARACTERISTICS
• Service frequency (f): no of transit departure per hour
• Operation speed (Vo): Speed of travel experienced by passenger
• Reliability: % of vehicle arrival with less than a fixed time duration
• Safety: no of accidents per million km
• Line capacity (C): maximum no of persons a transit system can carry during one
hour
23
TRANSIT SYSTEM CHARACTERISTICS
• Product capacity (Pc): product of operating speed and capacities of the line
(Vo x C)
• Productivity: the quality of output per unit of resources (vehicle-km)
• Utilization: no of persons use a transit per km (person-km/space-km)
• Other: level-of-service, service quality, fare
24
TRANSIT SYSTEM
PERFORMANCE
25
QUANTITATIVE PERFORMANCE ATTRIBUTES
Basic attributes: speed, density, frequency
Work: no. of. Objects transported x distance
Productive capacity: product of its capacity and operation speed
(space-km/h2)
Efficiency ratio = output produced/resource consumed
Consumption rate = resource needed/ output produced
26
ROUTE PATTERN
27
28
29
30
31
32
TRUNK AND FEEDER SYSTEM
Suitable for cities that have evolved linearly along a major corridor and
the activity centres are spread parallel to the corridor.
INTEGRATED SYSTEM
The instruments of coordination include
 Route network coordination
Easy to use inter-modal transfer sites
The sale of through tickets and inter-modal passes (travel
cards)Use of one service to feed another service
Avoidance of duplication by parallel services
Use of advanced information and communication services to
allow faster decisions in planning, tracking and auditing
inter-modal moves
33
THANK YOU
34

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Public transportation planning

  • 3. GENERAL CHARACTERISTICS • Flexibility: ability to operate on most streets in mixed mode • Low investment cost: minimum infrastructure, quick introduction, and easy changes/extension Limited • Capacity: ideally suited for lightly to moderately travelled transit routes 3
  • 4. VEHICLE CHARACTERISTICS • Operation cost: cost per capacity decrease as vehicle size increases • Line capacity: increases with vehicle size • Manoeuvrability: decreases with vehicle size riding • Comfort: increases with vehicle size for std. bus 4
  • 5. BUS TYPE Type Vehicle Length (meters) Capacity (customers) Minibus 9 60 Bus 12 90 Articulated 18 150 Bi-Articulated 25 220 5
  • 7. OPERATION IN MIXED TRAFFIC Bus operation in urban street require least investment The average speed of buses are lower than others Equal treatment of transit and other vehicle is illogical, often result in high travel cost to all Purpose of transportation is to move people/goods and not vehicles This lead to preferential treatment 7
  • 8. PREFERENTIAL TREATMENT Preferential treatment assume equal rights to persons and not vehicles It increases travel speed, increased reliability Bus preferential treatment is the basic prerequisite for improving bus competitiveness 8
  • 9. PREFERENTIAL TREATMENT: ON STREETS Reserved bus lane Exclusive bus lane Contra flow bus lane 9
  • 10. PREFERENTIAL TREATMENT: AT INTERSECTIONS Signal design considerations  Person delay other than vehicular delay Exclusive signal phase for bus 10
  • 11. PREFERENTIAL TREATMENT: ON FREEWAYS HOV lanes Exclusive bus lanes Preferential entry to freeway 11
  • 12. SERVICE QUALITY Reliability in terms of high frequency and adherence to the schedule Riding comfort Safety Area coverage(route-km/km2) 12
  • 14. RAIL TRANSIT CHARACTERISTICS high riding quality, high passenger attraction & impact on cities Rail technology: conical wheel and flange results in simple, safe and fast, low rolling resistance , at-grade crossing, least affected by weather Exclusive right of way – cat . A 14
  • 15. RAIL MODE TYPES Street car (SCR) Light rail transit (LRT) Rapid rail transit (RRT) Regional rail (RGR) Mono rail Sky bus This classification based on R/W, no of cars, power pick up, vehicle control, max speed and technology 15
  • 23. TRANSIT SYSTEM CHARACTERISTICS • Service frequency (f): no of transit departure per hour • Operation speed (Vo): Speed of travel experienced by passenger • Reliability: % of vehicle arrival with less than a fixed time duration • Safety: no of accidents per million km • Line capacity (C): maximum no of persons a transit system can carry during one hour 23
  • 24. TRANSIT SYSTEM CHARACTERISTICS • Product capacity (Pc): product of operating speed and capacities of the line (Vo x C) • Productivity: the quality of output per unit of resources (vehicle-km) • Utilization: no of persons use a transit per km (person-km/space-km) • Other: level-of-service, service quality, fare 24
  • 26. QUANTITATIVE PERFORMANCE ATTRIBUTES Basic attributes: speed, density, frequency Work: no. of. Objects transported x distance Productive capacity: product of its capacity and operation speed (space-km/h2) Efficiency ratio = output produced/resource consumed Consumption rate = resource needed/ output produced 26
  • 28. 28
  • 29. 29
  • 30. 30
  • 31. 31
  • 32. 32 TRUNK AND FEEDER SYSTEM Suitable for cities that have evolved linearly along a major corridor and the activity centres are spread parallel to the corridor.
  • 33. INTEGRATED SYSTEM The instruments of coordination include  Route network coordination Easy to use inter-modal transfer sites The sale of through tickets and inter-modal passes (travel cards)Use of one service to feed another service Avoidance of duplication by parallel services Use of advanced information and communication services to allow faster decisions in planning, tracking and auditing inter-modal moves 33