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Modeling for an Automated Vehicle World
Stephen Boyles
Assistant Professor
Civil, Architectural & Environmental Engineering
The University of Texas at Austin
March 2, 2015
D-STOP Symposium
Austin, TX
What do we mean by “automated”?
This talk is about future possibilities of fully-autonomous
vehicles which do not require human interaction at all.
Why is everybody talking about AVs?
Enormous opportunities for improving mobility, reducing
congestion, improving safety, etc.
The technology for AVs is imminent...
...policymaking is the likely bottleneck, not technology.
So, there’s no time like the present to plan.
While AVs present great opportunities, it is not clear that these
opportunities will be realized.
?
Talk outline:
1. How can we model impacts of AVs on congestion?
2. How can we model impacts of AVs on traveler choices?
3. What are the new opportunities for traffic control?
4. Implications for transportation modeling in the future
Transportation models can roughly be
grouped into “supply” and “demand”
“Supply” side
Traffic jams
Signalized control
Contraflow lanes
“Demand” side
Route choice
Traveler information
Mode choice
Autonomous vehicles interact very heavily with both of these.
“Supply” side
Traffic jams
Signalized control
Contraflow lanes
“Demand” side
Route choice
Traveler information
Mode choice
These two “sides” interact with each other heavily, and an
equilibrium concept is often used to reconcile them.
Travel choices determine congestion, but congestion affects
travel choices.
SUPPLY MODELS
On a highway, AVs can increase capacity because they require
less following distance.
In traffic flow theory, this will change the shape of the
“fundamental diagram” relating vehicle density to flow.
0
1000
2000
3000
4000
5000
6000
7000
8000
0 50 100 150 200 250 300
Flow(veh/hr)
Density (veh/mi)
0.25 0.5
1 1.5
Levin & Boyles (2015, under review)
At intersections, we can do even better.
Dresner & Stone (2010)
At intersections, we can do even better.
Dresner & Stone (2010)
At intersections, we can do even better.
Dresner & Stone (2010)
Levin & Boyles (2014)
These high-detail simulation models can also be approximated
for use in models with hundreds of intersections.
Reservation-based intersections in DTA Model
DEMAND MODELS
Will AVs induce new demand?
How will they affect choice of destination? Parking? Transit?
vs.
Trip generation
Productions and attractions
Trip distribution
Person-trips per origin-destination
Mode choice
Origin-destination trips per mode
Traffic assignment
Routes and flows at user equilibrium
feedback
Transit
Park at destination
• Parking fee
Return to origin
• Fuel costs
logit
model
minimum
cost
Personal vehicle
Person trips
Downtown Austin network
– 88 zones
– 634 nodes
– 1574 links
– 62836 trips
– 84 bus routes
10 value of time classes
Levin & Boyles (2015)
Levin & Boyles (2015)
20
21
22
23
24
25
26
27
28
29
0 2 4 6 8 10
Avg.linktraveltime(sec)
Number of classes with autonomous vehicles
Effects on traffic
Levin & Boyles (2015)
Effects on transit
14000
15000
16000
17000
18000
19000
20000
21000
0 2 4 6 8 10
Transitdemand(persontrips)
Number of classes with autonomous vehicles
REAL-TIME CONTROL
Improved signal operations
Dynamic lane reversal
Carrots and sticks...
In the future, we may see the distinction between “operations”
and “planning” start to blur.
Planning: Long-term time horizon; future
forecasts or scenarios; alternatives
analysis and project rankings
Operations: Present-day modeling; real-
time observation and control; travel
information provision
The future: Future planning and
policy analysis accounting for
real-time control technologies
Conclusions
• AVs present tremendous opportunity, but must be carefully
planned for.
Conclusions
• AVs present tremendous opportunity, but must be carefully
planned for.
• Emerging modeling techniques can help guide policy.
Conclusions
• AVs present tremendous opportunity, but must be carefully
planned for.
• Emerging modeling techniques can help guide policy.
• The future is now!

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Automated Traffic Control Paradigms: Thinking Beyond Signals

  • 1. Modeling for an Automated Vehicle World Stephen Boyles Assistant Professor Civil, Architectural & Environmental Engineering The University of Texas at Austin March 2, 2015 D-STOP Symposium Austin, TX
  • 2. What do we mean by “automated”? This talk is about future possibilities of fully-autonomous vehicles which do not require human interaction at all.
  • 3. Why is everybody talking about AVs? Enormous opportunities for improving mobility, reducing congestion, improving safety, etc.
  • 4. The technology for AVs is imminent... ...policymaking is the likely bottleneck, not technology.
  • 5. So, there’s no time like the present to plan. While AVs present great opportunities, it is not clear that these opportunities will be realized. ?
  • 6. Talk outline: 1. How can we model impacts of AVs on congestion? 2. How can we model impacts of AVs on traveler choices? 3. What are the new opportunities for traffic control? 4. Implications for transportation modeling in the future
  • 7. Transportation models can roughly be grouped into “supply” and “demand” “Supply” side Traffic jams Signalized control Contraflow lanes “Demand” side Route choice Traveler information Mode choice Autonomous vehicles interact very heavily with both of these.
  • 8. “Supply” side Traffic jams Signalized control Contraflow lanes “Demand” side Route choice Traveler information Mode choice These two “sides” interact with each other heavily, and an equilibrium concept is often used to reconcile them. Travel choices determine congestion, but congestion affects travel choices.
  • 10. On a highway, AVs can increase capacity because they require less following distance.
  • 11. In traffic flow theory, this will change the shape of the “fundamental diagram” relating vehicle density to flow. 0 1000 2000 3000 4000 5000 6000 7000 8000 0 50 100 150 200 250 300 Flow(veh/hr) Density (veh/mi) 0.25 0.5 1 1.5 Levin & Boyles (2015, under review)
  • 12. At intersections, we can do even better. Dresner & Stone (2010)
  • 13. At intersections, we can do even better. Dresner & Stone (2010)
  • 14. At intersections, we can do even better. Dresner & Stone (2010)
  • 15. Levin & Boyles (2014) These high-detail simulation models can also be approximated for use in models with hundreds of intersections. Reservation-based intersections in DTA Model
  • 17. Will AVs induce new demand? How will they affect choice of destination? Parking? Transit? vs.
  • 18. Trip generation Productions and attractions Trip distribution Person-trips per origin-destination Mode choice Origin-destination trips per mode Traffic assignment Routes and flows at user equilibrium feedback
  • 19. Transit Park at destination • Parking fee Return to origin • Fuel costs logit model minimum cost Personal vehicle Person trips
  • 20. Downtown Austin network – 88 zones – 634 nodes – 1574 links – 62836 trips – 84 bus routes 10 value of time classes Levin & Boyles (2015)
  • 21. Levin & Boyles (2015) 20 21 22 23 24 25 26 27 28 29 0 2 4 6 8 10 Avg.linktraveltime(sec) Number of classes with autonomous vehicles Effects on traffic
  • 22. Levin & Boyles (2015) Effects on transit 14000 15000 16000 17000 18000 19000 20000 21000 0 2 4 6 8 10 Transitdemand(persontrips) Number of classes with autonomous vehicles
  • 27. In the future, we may see the distinction between “operations” and “planning” start to blur. Planning: Long-term time horizon; future forecasts or scenarios; alternatives analysis and project rankings Operations: Present-day modeling; real- time observation and control; travel information provision The future: Future planning and policy analysis accounting for real-time control technologies
  • 28. Conclusions • AVs present tremendous opportunity, but must be carefully planned for.
  • 29. Conclusions • AVs present tremendous opportunity, but must be carefully planned for. • Emerging modeling techniques can help guide policy.
  • 30. Conclusions • AVs present tremendous opportunity, but must be carefully planned for. • Emerging modeling techniques can help guide policy. • The future is now!