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11th TRB Planning Applications Conference

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Title: 11th TRB Planning Applications Conference


1
Simulation-Based Equilibrium Assignment
Insights and Future Challenges
  • Michael Mahut, Michael Florian and Nicolas
    Tremblay
  • INRO
  • Montreal, Canada

2
Agenda
  • Overview of DTA
  • Bakersfield Project
  • Calibration approach
  • Advances in assignment methodology
  • Conclusions

3
Types of DTA models
  • microsimulation
  • car following
  • gap acceptance
  • lane changing

microsimulation
highfidelity
fluid / CTM
lowfidelity
volume-delay constraints
one-pass
iterative
4
Equilibrium DTA
5
Agenda
  • Overview of DTA
  • Bakersfield Project
  • Calibration approach
  • Advances in assignment methodology
  • Conclusions

6
Network
7
Calibration Data
  • Data provided
  • 2005 turning movement counts (16 major
    intersections)
  • 2005 Route 99 car and truck counts
  • 2006 AM PM qualitative queuing observations
  • Other potential data
  • speed measurements
  • travel time probes

8
Network
9
Link Flows
10
Relative Gaps
11
Calibration Results
  • interval slope R2
  • 715-730 0.96 93
  • 730-745 0.91 89
  • 745-800 0.91 88
  • 800-815 1.07 91
  • 815-830 1.09 91
  • 830-845 1.17 89
  • interval slope R2
  • 415-430 1.05 91
  • 430-445 1.01 89
  • 445-500 1.03 89
  • 500-515 0.94 88
  • 515-530 0.89 86
  • 530-545 1.04 86

predicted flows
counts
12
Queues
13
Performance
  • Demand
  • 4x30-minute matrices, 2 classes
  • Trips
  • 61000 (car) 2900 (truck)
  • RAM
  • 80 MB
  • CPU ? Speed-up
  • per iteration 66 sec ? 110x
  • full DTA 77 min ? 1.6x

14
Agenda
  • Overview of DTA
  • Bakersfield Project
  • Calibration approach
  • Advances in assignment methodology
  • Conclusions

15
Link Flows
16
Select Link
17
Path Flows
18
Agenda
  • Overview of DTA
  • Bakersfield Project
  • Calibration approach
  • Advances in assignment methodology
  • Conclusions

19
MSA Improvements
  • general observation
  • MSA can be slow in removing flow from
    unattractive paths
  • (1) dynamic reset
  • Step-size increases with increasing departure
    interval
  • (2) quasi-gradient
  • Path-flow adjustment by O-D based on
    quasi-gradient
  • Step size applied to total displaced flow (O-D)

20
MSA
21
Gradient Reset
22
Agenda
  • Overview of DTA
  • Bakersfield Project
  • Calibration methodology
  • Advances in methodology
  • Conclusions

23
Conclusions
  • Micro-simulation based DTA (Dynameq)
  • can be applied to medium-sized networks and
    calibrated with reasonable effort
  • Calibration
  • demand side (path and O-D) causes quickly
    identified using Select Link and Path Analysis
    tools
  • Consistency (Reproduce-ability)
  • Changes to demand or supply lead to reasonable
    (commensurate) changes to model outputs
  • Equilibrium property is critical!

24
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