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Transportation Planning

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Title: Transportation Planning


1
Transportation Planning
2
What is a Traffic Model?
  • Typical Definition
  • A computer program that runs mathematical
    equations using input data to replicate travel
    choices that individuals make
  • The output is a measure of future travel demand
    that is expressed in terms of future traffic
    volumes.
  • Simply A forecast of future travel
  • Where are people traveling to and from
  • What routes are they choosing to get there

3
Why are Models Important?
  • Models are the heart of Transportation Planning
  • They help us determine how much traffic will be
    on our roadways in the future
  • They help us to understand the impact that
    development has on our transportation system
  • They guide future investment strategies
  • Models allow us to make informed decisions.

4
What Are Travel Models Used For?
  • Provide the best possible information about
    future needs
  • Determining where congestion may be in the future
  • Determining what projects will alleviate or
    minimize that congestion.
  • Scenario analyses (What ifs)
  • How many lanes are we going to need?
  • Determine traffic impact due to land use changes

5
Example Scenario
  • Planner or Engineer
  • Finite in available funding
  • Your job ID what roadway projects will be in the
    MPO Transportation Improvement Program
  • Resources are scarce
  • Choices need to be good ones
  • Public drives the roads every day and are ready
    to complain
  • How do you go about selecting solutions?
  • Use the travel demand model to aid in determining
    how to address existing congestion problems.
  • Test various projects to determine effectiveness
  • Measure in VMT and VHT savings

6
Travel Demand
  • Why did the chicken cross the road?
  • Duh -- to get where they want to be???

7
Why Do People Travel?
  • Hence, the truism that Travel is a derived
    demand -- i.e. the demand for travel is derived
    from the demand for spatially-separated
    activities
  • Corollary Travel is a disutility, that people
    try to minimize

8
Travel
  • Saved travel time is a benefit, hence a basis for
    valuing transportation improvements
  • THE largest benefit component in most
    cost-benefit analyses
  • We can reduce travel by
  • ... making it more expensive
  • congestion pricing, fuel taxes, parking pricing

9
Travel
  • We can reduce travel by
  • bringing activities closer together
  • increasing density and mixture of land uses
  • using ICT (information and communication
    technology) to conduct the activity remotely
  • telecommuting, -conferencing, -shopping,
    -education, -medicine, -justice

10
But is that the only reason people travel -- to
get somewhere in particular?
11
Why Would Travel be Desirable?
  • Escape
  • Exercise, physical/mental therapy
  • Curiosity, variety-, adventure-seeking conquest
  • Sensation of speed or even just movement
  • Exposure to the environment, information
  • Enjoyment of a route, not just a destination
  • Symbolic value (status, independence)
  • Buffer between activities, synergy with multiple
    activities

12
Trends In Travel Demand
13
Global Changes, 1960-1990
NAM N. America LAM Latin America WEU W.
Europe EEU E. Europe FSU Former Soviet
Union MEA Middle East and North Africa AFR
Sub-Saharan Africa CPA Centrally Planned Asia
and China SAS South Asia PAS Other Pacific
Asia PAO Other Pacific OECD
                                                
                                                  
                                                  
                                                  
       
Motorized mobility (pkm) per capita, 1960 and
1990. Source Schafer, 1998
14
Avg. Annual Growth Rate of Cars and Their Use,
1970-90
15
Mobility as a Function of GDP
NAM N. America LAM Latin America WEU W.
Europe EEU E. Europe FSU Former Soviet
Union MEA Middle East and North Africa AFR
Sub-Saharan Africa CPA Centrally Planned Asia
and China SAS South Asia PAS Other Pacific
Asia PAO Other Pacific OECD
                                                
                                                  
                                                  
                                                  
       
Motorized mobility (car, bus, rail, and aircraft)
per capita by world region vs GDP per capita,
between 1960 and 1990. Source Schafer, 1998
16
Car Ownership vs. GDP
                                                
                                                  
                                                  
                                                  
       
SAS South Asia PAS Other Pacific Asia CPA
Centrally Planned Asia and China
Estimated motorization rates for CPA, PAS and
SAS, compared with the observed rise in
motorization in several countries. Source of
historical data United Nations, 1960 United
Nations, 1993a and IRF, various years. Source for
figure Schafer and Victor, 2000
17
Projected Mobility, 2050
                                                
                                                  
                                                  
                                                  
       
Historical and estimated future total global
mobility by mode in 1960, 1990, 2020 and
2050. Source Schafer and Victor, 2000
18
The 4 step transport planning process
  • OUTPUT
  • Estimated trips
  • Estimated modal shares
  • Estimated travel speeds
  • Estimated travel delays
  • Air Quality

19
Inputs- Demographic Data
  • Household size
  • Income level
  • Autos per
  • household
  • Age

20
Inputs- Transportation Systems
  • Most streets, all highways
  • Parking
  • Public Transportation
  • Speeds, travel times, and speed limits
  • Traffic volumes
  • Transit ridership and fares
  • Vehicle occupancy

21
Inputs- Land Use
  • Current land use and zoning
  • Activity for each area
  • Land use and zoning plans
  • Base maps and topography

22
Land Use
  • Definition Spatial pattern of different economic
    uses of land
  • Residential
  • Industrial
  • Commercial
  • Institutional
  • A component of the urban system
  • Defines, at least in part, the personality of a
    city

23
Land Use
  • Urban form spatial arrangement of built
    environment elements and urban activities
  • Density
  • Homogeneity
  • Concentricity
  • Connectivity

24
Transportation-Land Use Connection
  • Changes in location, type and density of land use
    affects travel choices and patterns
  • Past transportation decisions evident in todays
    development patterns

25
Transportation-Land Use Connection
Land Use
Trips
Transportation Needs
Land Value
Transportation Facility
Accessibility
26
Accessibility
  • Ease of movement between places
  • Can be assessed separately for different modes,
    purposes, etc.

27
Urban Sprawl
  • Sprawl is random unplanned growth characterized
    by inadequate accessibility to essential land
    uses such as housing, jobs, and public services,
    i.e., schools, parks, and mass transit

28
Urban Sprawl
  • Sprawl is directly identified with urban growth-
    as cities get bigger, they expand around their
    peripheries
  • Big cities are attracting population.. But
    population is being added to the edge at lower
    densities and the dominant transport is the car,
    for ease of access
  • Population and other activity is also
    decentralizing very fast to lower density suburbs

29
Results of Sprawl
  • More Vehicle Miles Traveled (VMT)
  • Longer Travel Times
  • Greater Number of Auto Trips
  • Less Cost-Effective and Efficient Transit

30
Building a Travel Demand Model
  • DATA
  • Population (how many people do we have?)
  • Households (where do they live)
  • Employment (jobs, shopping, restaurants,
    recreation, etc.)
  • Schools and college locations
  • Roadway Network TAZ (traffic analysis zones)

31
Traffic Analysis Zones (TAZ)
  • Used to represent transportation demand
  • Design guidelines
  • equal size
  • homogeneous land use (residential, retail,
    industrial, etc)
  • not crossed by network or physical barriers
  • Trip assumed to originate from a single point
    (centroid)

32
TAZ Characteristics
  • TAZ boundaries are major roadways or physical
    barriers such as railroads, rivers, airport
    boundaries etc.
  • Typically follow block or block group boundaries
  • Goal replicate areas of Origin and Destination
    for trips being made.
  • Home to Work Home to Shopping Work to
    Shopping, etc

33
TAZ Characteristics
  • Zones are characterized by their population,
    employment, and other factors
  • They are the places where trip making decisions
    are made (trip producer) and the trip need is met
    (trip attractor)

34
Traffic Analysis Zones
35
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36
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37
TAZ Characteristics contd
  • Simple representation of the geometry of the
    transportation systems (usually major roads or
    transportation routes)
  • Links sections of roadway (or railway)
  • Nodes intersection of 2 links
  • Centroids center of TAZs Trip making is
    assumed to begin at the zone centroid
  • Centroid connectors centroid to roadway network
    where trips load onto the network

38
Trip Generation
  • Decision to travel for a specific purpose (e.g.
    eat lunch)
  • -HOW MANY TRIPS??

39
Trip Generation
  • Defines the relationship between trip-making,
    socio-economic characteristics, and land use
    activities
  • Purpose
  • Predict how many trips will be made
  • Predict exactly when a trip will be made

40
Trip Purposes
41
Trip Generation
  • Methods
  • Cross Classification
  • Regression Analysis Linear relationship

42
Cross-Classification
  • Households in TAZs aggregated into groups
  • Rates for each group used to determine the number
    of trips.
  • Trip rates based on household characteristics
    (income level, vehicle ownership, household size,
    )

43
Cross-Classification Method (cross-classification
rates)
44
Regression Analysis
  • Allows multiple variables and nonlinearity
  • The number of trips f (population, autos,
    number of dwelling units, )
  • The trip predictors (population, autos, ) need
    to be independent

45
Trip Distribution
  • Choice of destination (a particular restaurant?
    The nearest restaurant?)
  • -Given a location, where do people go to satisfy
    demand for an activity type?
  • -Determine origin and destination of trips

46
Trip Distribution
47
Gravity Model
48
Trip Distribution-Gravity Model
49
Trip Distribution
  • f(D) travel impedance can be a function of
    distance, time, or user cost. Usually use time.

50
Trip Distribution
51
Trip Distribution
52
Mode Choice
  • How do people use the transport system?
  • What modes do they choose
  • (transit, walk, carpool, drive alone,)?
  • How do they react to varying
  • transport service quality?

53
Mode Choice
54
Mode Choice
  • Travel Time
  • In-vehicle time
  • Walk, wait and drive access
  • Travel Cost
  • Auto operating, transit fares, parking, tolls,
    etc.

55
Trip / Traffic Assignment
  • How do people use the transport system?
  • Given a mode, which route do they choose (e.g.
    E-5..)?
  • Which parts of the transport system do they use?

56
Path Selection Criteria
  • The driver wants to minimize impedance..
  • Composite index of travel impedance
  • normally includes
  • Travel Time
  • Trip Cost
  • Out of pocket costs
  • Tolls
  • Turn Penalties Prohibitions
  • (e.g., no left turn)

57
Trip Assignment Models
  • All-or-Nothing Assignment
  • User Equilibrium Assignment
  • System Optimum Assignment

58
All-or-Nothing Assignment
  • Trips are assigned on the shortest route which is
    the minimum travel time or cost
  • Simple and inexpensive to perform
  • Does not take account of congestion effect
  • Disadvantage
  • Assumes all traffic will travel on shortest path
  • Creates unrealistic flow patterns

Step 1 Find shortest route between the TAZs
Step 2 Assign all trips to links comprising
shortest route
Step 3 Continue until trips between all TAZ
pairs have been assigned
59
User Equilibrium Assignment
  • User equilibrium problem formulated by Beckmann
    et. al.(1956) can be solved using Wardrops First
    condition
  • For each O-D pair, at user equilibrium, the
    travel time on all used paths is less than or
    equal to the travel time that would be
    experienced by a single vehicle on any unused
    path.
  • Thus, at equilibrium, no one can reduce his or
    her travel cost by choosing another choice set.

60
System Optimum Assignment
  • Social Equilibrium principle
  • Traffic should be assigned in a congested network
    in such a way that the total system travel cost
    is minimized
  • It is more of a design principle for transport
    planner and engineers
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