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MUTP: MCGM Traffic Management Unit Training ProgrammePublic Transportation Planning
MVA
Public Public Transportation PlanningTransportation Planning
Presented by
Dr. Tom V. MathewDr. Tom V. Mathew
Transportation Systems EngineeringTransportation Systems EngineeringDepartment of Civil Engineering Department of Civil Engineering
IIT BombayIIT Bombay
September 2004September 2004
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1.1. IntroductionIntroduction
2.2. Urban passenger transport modesUrban passenger transport modes
3.3. Vehicle characteristics & motionVehicle characteristics & motion
4.4. Bus transit modeBus transit mode
5.5. Rail transit modeRail transit mode
6.6. Transit system performanceTransit system performance
7.7. Planning IssuesPlanning Issues
OverviewOverview
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1. Introduction1. Introduction
1.11.1 Transportation & location of cities Transportation & location of cities
1.2 1.2 Form & structure of cities Form & structure of cities
1.31.3 Brief history of public transportation Brief history of public transportation
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The exchanges of goods affected transportation The exchanges of goods affected transportation
(eg. Mumbai, Chennai, Istanbul….)(eg. Mumbai, Chennai, Istanbul….)
Intensification goods exchange resulted in Intensification goods exchange resulted in
transloading and route crossing which eventually transloading and route crossing which eventually
became major cities became major cities (eg. Nagpur)(eg. Nagpur)
Strategic consideration for cities include easy Strategic consideration for cities include easy
accessibility accessibility (eg. Moscow)(eg. Moscow)
Administrative/Political Administrative/Political (eg. Delhi)(eg. Delhi)
1.1 Transportation & location of cities1.1 Transportation & location of cities
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Irregular: Irregular: transportation has no roletransportation has no role
Grid: Grid: easy travel along the two axeseasy travel along the two axes
Grid with superimposed diagonals: Grid with superimposed diagonals: better aesthetics better aesthetics
and easy travel, but complex intersectionand easy travel, but complex intersection
Radial and circular road network:Radial and circular road network:
1.2 Form & structure of cities1.2 Form & structure of cities
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1662: 1662: public coach public coach
serviceservice started in Paris started in Paris
with five routes each with five routes each
can carry eight can carry eight
passengerspassengers
1828: 1828: horse-drawn horse-drawn
omnibusomnibus started in Paris started in Paris
on 10 fixed routed with on 10 fixed routed with
fleet size 100 each can fleet size 100 each can
carry 14 passengerscarry 14 passengers
1.3 Brief history of public transportation-a1.3 Brief history of public transportation-a
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1832: 1832: horse-drawn horse-drawn
street railwaystreet railway in New in New
York with three York with three
compartments with 10 compartments with 10
passengers in side and passengers in side and
10 on top10 on top
1863-70: 1863-70: horse-horse-
tramwaytramway in many cities in many cities
which attracted many which attracted many
working-class because working-class because
of high efficiency, lower of high efficiency, lower
fare, flexibilityfare, flexibility
1.3 Brief history of public transportation-b1.3 Brief history of public transportation-b
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Steam: Steam: driven driven
omnibus:-a failureomnibus:-a failure
Fireless: Fireless: steam steam
driven engines: driven engines:
only for short haulonly for short haul
Compressed air Compressed air
system: system: high fuel high fuel
costcost
1.3 Brief history of public transportation-c1.3 Brief history of public transportation-c
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Electric traction: Electric traction:
using batteries:-using batteries:-
high costhigh cost
Cable cars: Cable cars:
using rollers, using rollers,
pulleys etc.pulleys etc.
1.3 Brief history of public transportation-b1.3 Brief history of public transportation-b
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Electric street cars:Electric street cars:
tram lines in US leadedtram lines in US leaded 26782 km in 1880-190226782 km in 1880-1902
1.3 Brief history of public transportation-c1.3 Brief history of public transportation-c
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1.3 Brief history of public transportation-d1.3 Brief history of public transportation-d
Motor buses: Motor buses:
petrol based or diesel basedpetrol based or diesel based
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High-speed rail transit modesHigh-speed rail transit modes
1.3 Brief history of public transportation-e1.3 Brief history of public transportation-e
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2.1 2.1 Classification by usageClassification by usage
2.2 2.2 Modes definitionsModes definitions
2.3 2.3 Transit system characteristicsTransit system characteristics
2.4 2.4 Transportation system evolutionTransportation system evolution
2. 2. Urban passenger transport modesUrban passenger transport modes
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2.1 Classification by usage2.1 Classification by usage
Private transport: Private transport: own useown use
Para transit: Para transit: usually demandusually demand responsiveresponsive
Transit: Transit: common carrier urban passenger transport common carrier urban passenger transport
also known as mass transportation usually fixed route also known as mass transportation usually fixed route
and fixed scheduleand fixed schedule
Public transportation: Public transportation: transit + [paratransit]transit + [paratransit]
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2.2 Modes definitions: Right of way - a2.2 Modes definitions: Right of way - a
R/W: R/W: strip of land on which transit vehicles operatestrip of land on which transit vehicles operate
R/W-C: R/W-C: mixed trafficmixed traffic
R/W-B: R/W-B: physically separated, but allows at-grade physically separated, but allows at-grade
crossingscrossings
R/W-A: R/W-A: fully controlled without any legal accessfully controlled without any legal access
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2.2 Modes definitions: Right of way-b2.2 Modes definitions: Right of way-b
R/W-C: R/W-C: mixedmixed
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2.2 Modes definitions: Right of way-b2.2 Modes definitions: Right of way-b
R/W-B: R/W-B: physically physically
separated, but separated, but
allows at-grade allows at-grade
crossingscrossings
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2.2 Modes definitions: Right of way-b2.2 Modes definitions: Right of way-b
R/W-A: R/W-A: fully fully
controlled controlled
without any without any
legal accesslegal access
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2.2 Modes definitions: Technologies2.2 Modes definitions: Technologies
Support: Support: vertical contact between vehicle and riding vertical contact between vehicle and riding surface (road, rail, water, air, magnetic)surface (road, rail, water, air, magnetic)
Guidance: Guidance: lateral vehicle guidance (steered or guided)lateral vehicle guidance (steered or guided)
Propulsion: Propulsion: type of unit and transfer type of unit and transfer (diesel/gas/petrol/electric) and (friction/cable/magnetic)(diesel/gas/petrol/electric) and (friction/cable/magnetic)
Control: Control: regulation the travel of vehicle regulation the travel of vehicle (visual/signal/automatic)(visual/signal/automatic)
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2.2 Modes definitions: Service types2.2 Modes definitions: Service types
Type of trips:Type of trips: short-haul transit, city transit, regional short-haul transit, city transit, regional
transittransit
Stopping schedule:Stopping schedule: local, accelerated, express local, accelerated, express
Time of operation:Time of operation: regular or all-day service, regular or all-day service,
commuter or peak-hour service, special or irregular commuter or peak-hour service, special or irregular
serviceservice
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2.3 Transit system components2.3 Transit system components
Vehicle:Vehicle:
Ways, travel ways or right-of-way:Ways, travel ways or right-of-way:
Stops:Stops:
Stations:Stations:
Transfer stations:Transfer stations:
Multi-model transfer stations:Multi-model transfer stations:
Control system:Control system:
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2.3 Transit system characteristics-a2.3 Transit system characteristics-a
ServiceService frequencyfrequency ( (ff): no of transit departure per hour): no of transit departure per hour
Operation speedOperation speed ( (VoVo): Speed of travel experienced by ): Speed of travel experienced by
passengerpassenger
ReliabilityReliability: % of vehicle arrival with less than a fixed : % of vehicle arrival with less than a fixed
time durationtime duration
SafetySafety: no of accidents per million km: no of accidents per million km
Line capacityLine capacity ( (CC): maximum no of persons a transit ): maximum no of persons a transit
system can carry past a point during one hoursystem can carry past a point during one hour
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2.4 Transit system characteristics-b2.4 Transit system characteristics-b
Product capacity (Product capacity (PcPc): ): product of operating speed and product of operating speed and
capacities of the line (capacities of the line (Vo x CVo x C))
Productivity: Productivity: the quality of output per unit of resources the quality of output per unit of resources
(vehicle-km)(vehicle-km)
Utilization: Utilization: Ratio of output (person-km/space-km)Ratio of output (person-km/space-km)
Other: Other: level-of-service, service quality, farelevel-of-service, service quality, fare
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2.5 Transportation system evolution2.5 Transportation system evolution
1.1. Walking:Walking:
2.2. Private-automobiles:Private-automobiles:
3.3. Common-carrier service (taxis):Common-carrier service (taxis):
4.4. Construction of arterials:Construction of arterials:
5.5. Paratransit and bus transit:Paratransit and bus transit:
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2.5 Transportation system evolution2.5 Transportation system evolution
6.6. Partial separation of modes:Partial separation of modes:
7.7. Guided transit:Guided transit:
8.8. Freeways: Freeways: grade-separated wide pathsgrade-separated wide paths
9.9. Rapid transit: Rapid transit: fully controlled R/Wfully controlled R/W
10.10. Fully automated transit:Fully automated transit:
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3. Vehicle characteristics & motion3. Vehicle characteristics & motion
3.13.1 Resistance to motion Resistance to motion
3.2 3.2 PropulsionPropulsion
3.33.3 Travel analysis Travel analysis
3.43.4 Energy consumption Energy consumption
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3.1 Resistance to motion3.1 Resistance to motion
Vehicle resistance Vehicle resistance
Basic resistanceBasic resistance
Rollins resistanceRollins resistance
Way resistance (Track or roadway)Way resistance (Track or roadway)
Track or roadway positionTrack or roadway position
Riding surfaceRiding surface
Sway & oscillationSway & oscillation
Air resistanceAir resistance
Alignment resistanceAlignment resistance
GradientGradient
CurvatureCurvature
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Propulsion provide the force to over come Propulsion provide the force to over come
resistance to motionresistance to motion
Power of IC engine is defined as: (HP)Power of IC engine is defined as: (HP)
Indicated power: measured in the cylinderIndicated power: measured in the cylinder
Brake power: measured at the motor shaftBrake power: measured at the motor shaft
Effection power: at the perimeter of the wheelsEffection power: at the perimeter of the wheels
Tractive effort is a function of speedTractive effort is a function of speed
3.2 Propulsion-IC engines-a3.2 Propulsion-IC engines-a
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3.2 Propulsion-IC engines-b3.2 Propulsion-IC engines-b
Gear IGear I
Gear IIGear II
Gear IIIGear III
Vehicle SpeedVehicle Speed
Tra
ctiv
e E
ffo
rtT
ract
ive
Eff
ort
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3.2 Propulsion-electric traction-a3.2 Propulsion-electric traction-a
Power of electric motor: expressed in KWPower of electric motor: expressed in KW
Hourly ratios: maximum power that can be produced Hourly ratios: maximum power that can be produced by one hour of continues operation by one hour of continues operation
Continuous ration: the maximum power the motor can Continuous ration: the maximum power the motor can produce in unlimited operationproduce in unlimited operation
DC motor and AC motorDC motor and AC motor
DC: high initial torque, easy speed regulation, simple DC: high initial torque, easy speed regulation, simple controlcontrol
AC: lightweight, durable, low transmission lossAC: lightweight, durable, low transmission loss
AC transmission & DC motorAC transmission & DC motor
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3.2 Propulsion-electric traction-b3.2 Propulsion-electric traction-b
SpeedSpeed
Tra
ctiv
e F
orc
eT
ract
ive
Fo
rce
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3.2 Propulsion: comparison ET Vs DT3.2 Propulsion: comparison ET Vs DT
Higher acceleration rateHigher acceleration rate
Smoother acceleration & decelerationSmoother acceleration & deceleration
Low noise level, air pollution etcLow noise level, air pollution etc
More durable, reliable and cheaperMore durable, reliable and cheaper
High initial investment and implementation timeHigh initial investment and implementation time
Low flexibility in routes of operationLow flexibility in routes of operation
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3.3 Travel analysis-basic variable3.3 Travel analysis-basic variable
Distance Distance ss = = f(t)f(t)
Speed Speed vv = = ds/dtds/dt
Acceleration Acceleration aa = = dv/dtdv/dt = = dd22s/dts/dt
Jerk Jerk zz = = da/dtda/dt = = dd33s/dts/dt
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3.3 Travel analysis - regimes of motion3.3 Travel analysis - regimes of motion
TimeTime
AccelerationAcceleration Cont SpeedCont Speed CoastingCoasting BrakingBraking StandingStanding
Dis
tan
ce
Dis
tan
ce
Sp
ee
dS
pe
ed
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3.4 Energy consumption3.4 Energy consumption
Transit vehicles has low consumption in terms of Transit vehicles has low consumption in terms of
HP/kw per person km or vehicle kmHP/kw per person km or vehicle km
Transit vehicle still has high absolute consumptionTransit vehicle still has high absolute consumption
EC depend on: vehicle characteristic (technology, EC depend on: vehicle characteristic (technology,
design features, capacity,…), R/W and operational design features, capacity,…), R/W and operational
aspects (scheduling, operations regimes….)aspects (scheduling, operations regimes….)
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3.4 Energy consumption-operations regimes3.4 Energy consumption-operations regimes
TimeTime
AccelerationAcceleration Cont SpeedCont Speed CoastingCoasting BrakingBraking StandingStanding
En
erg
y c
on
su
mp
tio
nE
ner
gy
co
ns
um
pti
on
Dis
tan
ce
Dis
tan
ce
Sp
eed
Sp
eed
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4. Bus transit mode4. Bus transit mode
4.14.1 General characteristics General characteristics
4.2 4.2 Vehicle characteristicsVehicle characteristics
4.34.3 Bus types Bus types
4.44.4 Operation in mixed traffic Operation in mixed traffic
4.54.5 Preferential treatment Preferential treatment
4.64.6 Service quality Service quality
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4.1 General characteristics4.1 General characteristics
Flexibility: ability to operate on most streets in mixed Flexibility: ability to operate on most streets in mixed
modemode
Low investment cost: minimum infrastructure, quick Low investment cost: minimum infrastructure, quick
introduction, and easy changes/extensionintroduction, and easy changes/extension
Limited capacity: ideally suited for lightly to Limited capacity: ideally suited for lightly to
moderately travelled transit routesmoderately travelled transit routes
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4.2 Vehicle characteristics4.2 Vehicle characteristics
Operation cost: Operation cost: cost per capacity decrease as vehicle cost per capacity decrease as vehicle
size increasessize increases
Line capacity: Line capacity: increases with vehicle sizeincreases with vehicle size
Vehicle maneuverability: Vehicle maneuverability: decreases with vehicle sizedecreases with vehicle size
Riding comfort: Riding comfort: increases with vehicle size for std. busincreases with vehicle size for std. bus
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TypeType SizeSize SeatsSeats SpeedSpeed
MinibusMinibus 6.6 x 2.36.6 x 2.3 20 – 3020 – 30 40 – 7040 – 70
Standard busStandard bus 9.7 x 2.59.7 x 2.5 50 – 8050 – 80 40 – 7040 – 70
Articulated busArticulated bus 19 x 2.519 x 2.5 100 – 120 100 – 120 30 – 6030 – 60
Double Decker busDouble Decker bus 9.1 x 2.49.1 x 2.4 65 – 10065 – 100 15 – 5015 – 50
4.3 Bus Type4.3 Bus Type
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4.4 Operation in mixed traffic-a4.4 Operation in mixed traffic-a
Bus operation in urban street require least investmentBus operation in urban street require least investment
The average speed of buses are lower than othersThe average speed of buses are lower than others
Equal treatment of transit and other vehicle is illogical, Equal treatment of transit and other vehicle is illogical,
often result in high travel cost to alloften result in high travel cost to all
Purpose of transportation is to move people/goods Purpose of transportation is to move people/goods
and not vehiclesand not vehicles
This lead to preferential treatmentThis lead to preferential treatment
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Preferential treatment assume equal rights to persons Preferential treatment assume equal rights to persons
and not vehiclesand not vehicles
It increases travel speed, increased reliability and It increases travel speed, increased reliability and
better in age to busesbetter in age to buses
Bus preferential treatment is the basic prerequisite for Bus preferential treatment is the basic prerequisite for
improving bus competitivenessimproving bus competitiveness
But: popular ratio is that street space is under utilized But: popular ratio is that street space is under utilized
and difficulty in enforcementand difficulty in enforcement
4.4 Operation in mixed traffic-b4.4 Operation in mixed traffic-b
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4.5 Preferential treatment: on streets4.5 Preferential treatment: on streets
Reserved bus laneReserved bus lane
Exclusive bus laneExclusive bus lane
Contra flow bus laneContra flow bus lane
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4.5 Preferential treatment: at intersections4.5 Preferential treatment: at intersections
Signal design considerations person delay other Signal design considerations person delay other
than vehicular delaythan vehicular delay
Exclusive signal phase for busesExclusive signal phase for buses
Special/extended signal-automaticSpecial/extended signal-automatic
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4.5 Preferential treatment: on freeways4.5 Preferential treatment: on freeways
HOV lanesHOV lanes
Exclusive bus Exclusive bus
laneslanes
Preferential entry Preferential entry
to freewayto freeway
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Reliability in terms of high frequency Reliability in terms of high frequency
and adherence to the scheduleand adherence to the schedule
Riding comfortRiding comfort
SafetySafety
Area coverage(route-km/kmArea coverage(route-km/km22))
4.6 Service Quality4.6 Service Quality
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5. Rail transit modes5. Rail transit modes
5.15.1 Rail transit characteristics Rail transit characteristics
5.2 5.2 Rail mode types Rail mode types
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5.1 Rail transit characteristics5.1 Rail transit characteristics
External guidance: minimum R/W high riding quality, External guidance: minimum R/W high riding quality,
strong identity, high passenger attraction & impact strong identity, high passenger attraction & impact
on citieson cities
Rail technology: conical wheel and flange results in Rail technology: conical wheel and flange results in
simple, safe and fast, low rolling resistance , at-simple, safe and fast, low rolling resistance , at-
grade crossing, least affected by weathergrade crossing, least affected by weather
Electric propulsion: clean durable, smooth Electric propulsion: clean durable, smooth
navigation,…..navigation,…..
Exclusive right of way – cat . AExclusive right of way – cat . A
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5.2 Rail mode types5.2 Rail mode types
1.1. Street car (SCR)Street car (SCR)
2.2. Light rail transit (LRT) Light rail transit (LRT)
3.3. Rapid rail transit (RRT)Rapid rail transit (RRT)
4.4. Regional rail (RGR)Regional rail (RGR)
5.5. Mono railMono rail
6.6. Sky busSky bus
This classification based on R/W, no of cars, power pick This classification based on R/W, no of cars, power pick
up, vehicle control, max speed and technologyup, vehicle control, max speed and technology
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5.2 Rail mode types5.2 Rail mode types Street car (SCR)Street car (SCR)
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5.2 Rail mode types5.2 Rail mode types Light Rail Transit (LRT)Light Rail Transit (LRT)
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5.2 Rail mode types: 5.2 Rail mode types: Rapid Rail TransitRapid Rail Transit (RRT) (RRT)
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5.2 Rail mode types: 5.2 Rail mode types: Sky BusSky Bus
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5.2 Comparison of modes5.2 Comparison of modes
Productive capacity
Cost
per
lan
e
SCR
LRT
RRT
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5.2 Comparison of modes5.2 Comparison of modes
Line capacity
Opera
tin
g s
peed
SCR
LRT
RRT
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6.1 6.1 Quantitative performance attributesQuantitative performance attributes
6.2 6.2 Transit lane capacityTransit lane capacity
6.3 6.3 Way capacityWay capacity
6.4 6.4 Station capacityStation capacity
6.5 6.5 Conclusions Conclusions
6. Transit System Performance6. Transit System Performance
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Basic attributesBasic attributes: speed, density, frequency: speed, density, frequency
WorkWork: no. of. Objects transported x distance: no. of. Objects transported x distance
Productive capacityProductive capacity: product of its capacity and : product of its capacity and
operation speed (space-km/hoperation speed (space-km/h22))
Efficiency ratioEfficiency ratio = output produced/resource consumed = output produced/resource consumed
Consumption rateConsumption rate = resource needed/ output produced = resource needed/ output produced
6.1 Quantitative performance attributes6.1 Quantitative performance attributes
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6.2 Transit lane capacity6.2 Transit lane capacity
Frequency Frequency ff = = 3600/h3600/h, veh/hr, veh/hr
Max.freq Max.freq ffmaxmax = = 3600/max(3600/max(hhww,min,,min,hhss,min) veh/hr,min) veh/hr
Lane capacity Lane capacity CC = = ffmaxmaxnCnCvv pass/hr pass/hr
WhereWhere hw = hw = the way headway, the way headway,
hs = hs = station headway,station headway,
n = n = no of unitsno of units
cv = cv = vehicle capacityvehicle capacity
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6.2 Vehicle capacity6.2 Vehicle capacity
Total capacity Total capacity CCvv
Seating capacitySeating capacity
Factors affectingFactors affecting
Vehicle dimentionVehicle dimention
Usable areaUsable area
Comfort standardsComfort standards
Seat/Standee rationSeat/Standee ration
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6.3 Way capacity6.3 Way capacity
Way capacity Way capacity CCww = 3600 = 3600 n Cn Cvv / hw / hw,min,min
Factors affecting way capacityFactors affecting way capacity
Distance between vehicles (speed, brakers rate,…)Distance between vehicles (speed, brakers rate,…)
Vehicle control gate gives (manual, visual, positive Vehicle control gate gives (manual, visual, positive
control of spacing, automate)control of spacing, automate)
Operations safety regimes (normal braking, Operations safety regimes (normal braking,
emergency braking, instant) emergency braking, instant)
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6.4 Stations capacity6.4 Stations capacity
Station capacity Station capacity CCww = 3600 = 3600 n Cn Cvv / h / hss, min, min
Factors affecting:Factors affecting:
Stopping sight distance Stopping sight distance
Station spacingStation spacing
AccelerationAcceleration
Block lengthBlock length
Relation between consecutive vehicle in the Relation between consecutive vehicle in the stationstation
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6.5 Inferences6.5 Inferences
Capacity is not single, fixed numbers, but is closely related to the Capacity is not single, fixed numbers, but is closely related to the
system performance and level of servicesystem performance and level of service
Operational capacity stretches the system to its maximum and it is Operational capacity stretches the system to its maximum and it is
not desirablenot desirable
There is a significant difference between design capacity and the There is a significant difference between design capacity and the
no. of persons actually transportedno. of persons actually transported
Way capacity is different from station capacity and it is wrong to Way capacity is different from station capacity and it is wrong to
compare compare CwCw of one mode and of one mode and CsCs of other of other
Theoretical capacities are often different from practical capacitiesTheoretical capacities are often different from practical capacities
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7. Planning Issues7. Planning Issues
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RADIAL PATTERN
CBD
BUS ROUTE
Suitable for cities with strong central core around which the development has taken place. Population density reduces as we move from CBD to fringes.
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BUS ROUTE
RADIAL AND CIRCULAR
GROWTH CENTRE
Suitable for cities where the activity centres are developed along radial corridors.
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GRID PATTERN
BUS ROUTE GROWTH CENTRE
Suitable for cities having multiple activity centres spread uniformly through out.
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BUS ROUTE
GROWTH CENTRE
Suitable for cities that have evolved linearly along a major corridor and the activity centres are spread parallel to the corridor.
TRUNK AND FEEDER SYSTEM
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BUS ROUTE
CITY BOUNDARY
BRANCHES AND LOOPS
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Competition or Coordination ?Competition or Coordination ?
Is it desirable to have Is it desirable to have coordinationcoordination between between
various modes or,various modes or,
To permit inter modal To permit inter modal competitioncompetition among various among various
modes to yield competitive equilibrium ?modes to yield competitive equilibrium ?
ExperienceExperience of deregulation have shown that of deregulation have shown that
competitioncompetition between two bus operators with between two bus operators with
vehicles of vehicles of different sizesdifferent sizes and operating at and operating at
different frequenciesdifferent frequencies may both may both make moneymake money
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Competition or Coordination ?Competition or Coordination ?
In case of In case of bus and light railbus and light rail the likely imbalance the likely imbalance
in financial costs may well make profitable in financial costs may well make profitable
equilibrium equilibrium less likelyless likely
Competition between Competition between high and lowhigh and low quality quality
services in the same route may services in the same route may discouragediscourage any any
individual operator from offering high qualityindividual operator from offering high quality
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LessonsLessons
It appears that coordination of modes is It appears that coordination of modes is
necessarynecessary for the success of for the success of large-scale systemslarge-scale systems
Some street competition appears to be Some street competition appears to be desirabledesirable
for similarfor similar as well as small capacity systems as well as small capacity systems
In case of light rail it is recommended that there In case of light rail it is recommended that there
can be competition for the market in can be competition for the market in respect ofrespect of
vehicle sizevehicle size, service , service frequency etcfrequency etc
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Integrated SystemIntegrated System
The instruments of coordination includeThe instruments of coordination include
Route network Route network coordinationcoordination
Easy to use inter-modal Easy to use inter-modal transfer sitestransfer sites
The sale of through tickets and The sale of through tickets and inter-modal passesinter-modal passes (travel cards) (travel cards)
Use of one service Use of one service to feedto feed another service another service
Avoidance of Avoidance of duplicationduplication by parallel services by parallel services
Use of Use of advanced informationadvanced information and communication services to allow and communication services to allow
faster decisions in planning, tracking and auditing inter-modal faster decisions in planning, tracking and auditing inter-modal
movesmoves
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Route Network StrategiesRoute Network Strategies
Entire network can be planned to optimize various systems
Feeder TrunkLine concept
Feederexpress concept
Transfer
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Integration ConsiderationsIntegration Considerations
Fare structureFare structure
All modes and whole area collection All modes and whole area collection outsideoutside systemsystem
Information systemInformation system
Vehicle 2-wayVehicle 2-way communication communication
Automatic vehicle Automatic vehicle locationlocation
Real timeReal time information system information system
Proper information Proper information on systemon system
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IntegrationIntegration
TSM actionsTSM actions
Deliberately encourage the use of Deliberately encourage the use of combination of modescombination of modes
Para transit integrationPara transit integration
To be integrated at parkingTo be integrated at parking
Preferential treatment of HOVPreferential treatment of HOV
Bus lanesBus lanes
Signal preemptionSignal preemption
Separate streets for busesSeparate streets for buses
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ConclusionConclusion
Evolution of Public TransportationEvolution of Public Transportation
Different characteristics of PT Different characteristics of PT
Major modes: Bus and RailMajor modes: Bus and Rail
Preferential treatment for PTPreferential treatment for PT
Complementary modesComplementary modes
Integration of PT systemIntegration of PT system
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Transportation Systems EngineeringTransportation Systems EngineeringDepartment of Civil Engineering Department of Civil Engineering
IIT BombayIIT Bombay
Thanking You Thanking You