Trip Assignment Flashcards

1
Q

What is Trip Assignment?

What are the aims, inputs and process and outputs?

A

By which routes will trips be undertaken?
Aim : To reproduce the pattern of vehicle passengers movement on the transport network

Inputs: trip matrix, network

Process: Select routes, load trips, modal trip matrices are assigned to appropriated transportation network

Output: link flows, turning movements, travel times and distances and travel paths

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2
Q

How are Productions and Attractions converted to Origin and Destination?

A

For a 24 hour trip matrix:
Tod = (Tpa + Tpa ^T) /2

For specific hour matrix:

Tod = alpha Tpa + ß Tpa ^T

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3
Q

What are the types of assignment models?

A

All or nothing
Stochastic
Capacity Restraint

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4
Q

What are the basic assumptions of the all or nothing approach?

A
  • individuals select a route through the network that minimises generalised cost of travel
    • > not always the case
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5
Q

What is the process of all or nothing approach?

A

Loads all of the trips onto the single minimum cost route between each origin and destination

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6
Q

What are the pros and cons for all or nothing approach?

A

Useful for uncongested networks

Cons:
overly sensitive to small changes in link costs
ignores link capacity and congestion
ignores variation in route choice behaviour

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7
Q

What is the stochastic method?

A

A method that emphasises variability in the individuals perceptions of cost
considers second best routes
simulation based methods

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8
Q

What are the pros of the stochastic method?

A

Often produce a reasonable spread of trips
Relatively simple to program
do not require speed flow relationships

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9
Q

What are the cons of the stochastic method?

A

result depends upon value of N chosen

ignores congestion effects

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10
Q

What is wardrop’s first principle?

A

Under equilibrium conditions, traffic arranges itself in congested networks such that all routes used between any origin and destination have equal and minimum costs, while all unused routes have a greater or equal cost

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11
Q

What are speed flow curves?

A

Assume delays occur along links not at junctions
incorporates congestion effects
Speed actual = Speed freeflow / {1 +0.15*(Flow/Capacity)^4}

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12
Q

What is the capacity restraint method - increment assignment?

A
  • Split matrix into a number of fractional matrices
    each is loaded onto the network in turn
    link costs updated after each loading
    typically fractional values
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13
Q

What are the pros of incremental assignment?

What are the cons?

A

very easy to program
algorithm analogous to the build up of congestion
good convergence properties when fractions are small

Cons:

once a flow has been loaded, it cannot be removed

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14
Q

What is the capacity restraint method - successive averaging?

A
  • overcome problem of allocating too much traffic to low capacity links
    current flow estimated is a linear combination of the previous flow estimate plus a proportion of a new all or nothing assignment, with speeds adjusted in line with previous flow estimates
    better to reduce the proportion of the new all or nothing assignment with each iteration
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15
Q

What are the pros of successive averaging?

A

Converges to Wardrops equilibrium (eventually)

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16
Q

What are the application issues?

A
  • Limitations in the node links model (most delays actually occur at nodes, dynamic nature of queues and its effect on route choice)
  • Errors in defining average perceived costs
  • Assumption of perfect information
  • Variations in demand
17
Q

What are the applications of User Equilibrium - ?

A
  • Strategic Planning
  • Policy analysis
  • Operating analysis

Reversible lanes

18
Q

What are the two types of traffic assignment models?

A

Type 1: User Equilibrium Traffic Assignment

Type 2: System Optimal Traffic Assignment

19
Q

What is system optimal traffic assignment (SO) ?

A

Traffic Assignment Models can also be sued to find the best possible stat of network

Assume selfless behaviours and absolute compliance with instructions in favor of the system well being

20
Q

What are the applications of System optimal traffic assignement (SO)?

A
  • Identify the best possible state of the network w.r.t given objectives
  • Evacuation management
  • Travel demand management
21
Q

Why are Dynamic Traffic Assignement (DTA) better than static?

A

DTA models capture temporal variations

large scale DTA models are very computationally expensive

22
Q

What is the difference between deterministic vs stochastic traffic assignment?

A

For UE

Stochastic models account for variations in drivers preference

23
Q

What are the assumptions of Deterministic static user equilibrium assignment?

A

Assumptions:

  • Drivers have perfect knowledge of the network
  • Drives act selfishly to minimise their own travel time or generalised cost
  • Temporal fluctuations in demand, congestion and route choice are negligible