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Real-time Microscopic Estimation of Freeway Vehicle Positions from the Behaviors of Probe Vehicles Noah J. Goodall, P.E. Research Scientist, Virginia Center.

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Presentation on theme: "Real-time Microscopic Estimation of Freeway Vehicle Positions from the Behaviors of Probe Vehicles Noah J. Goodall, P.E. Research Scientist, Virginia Center."— Presentation transcript:

1 Real-time Microscopic Estimation of Freeway Vehicle Positions from the Behaviors of Probe Vehicles
Noah J. Goodall, P.E. Research Scientist, Virginia Center for Transportation Innovation and Research Ph.D. Candidate, University of Virginia April 20, 2012 10/27/2019

2 Smartphones Very sophisticated computer Sensors
GPS 3-axis accelerometer Camera Magnetometer Carried with you all day

3 Modern Vehicles – Very Sophisticated
How many lines of code in a: F-22 Raptor: Average new Ford: 1.7 million 10 million

4 Computerized Measurement
Speed Heading Acceleration (lateral, longitudinal, vertical) Position (from GPS) Other diagnostics Wipers on/off Headlights on/off Braking status Turn signals on/off Tire pressure Rain sensors Steering wheel angle Stability control

5 Vehicle-to-Vehicle Communication: Not Sophisticated
Hi-tech vehicles Low-tech communication with other vehicles Brake lights Turn signals Horn Flash headlights

6 Vehicle-to-Infrastructure Communication: Not Much Better
We want to know where vehicles are, what they’re doing Lot’s of sensors already in the field to detect this

7 Field Sensor Shortcomings
Limited data quality Point detection, not continuous coverage Difficult/expensive to repair = frequent downtime Limited types of data Aggregated speed, density, and volumes at a single point

8 Solution: Connected Vehicles

9 Wireless Vehicle Communication
Significant movement towards wireless communication between vehicles and infrastructure

10 Connected Vehicle Applications
Lots of connected vehicle mobility applications in development Most of these applications need at least 20-30% of vehicles to be “connected” to see benefits Application % Connected Vehicles Needed for Benefits Traffic signal control 20-30% Freeway incident detection 20% Lane-level speed estimation Arterial performance measurement 10-50%

11 Better Performance with Higher Market Penetration
Premier and Friedrich, “A Decentralized Adaptive Traffic Signal Control Using V2I Communication Data,” Proceedings of the 12th International IEEE Conference on Intelligent Transportation Systems, October 2009.

12 Background Rollout of connected vehicles will not be instantaneous
16 years between kickoff and 80% penetration Projected rollout of on-board equipment in US Fleet (Volpe, 2008)

13 Assumed Location of Unequipped Vehicle
What it Means Problem – Not able to get the full benefit of connected vehicle applications at low market penetrations. Solution – “Location Estimation” Behavior of equipped vehicles may suggest location of unequipped vehicles. Assumed Location of Unequipped Vehicle Equipped Vehicles

14 Methodology How to estimate vehicle locations
Depends on unexpected behavior of equipped vehicles – indicates an unequipped vehicle ahead What is “unexpected”? Car-following model

15 Algorithm Vehicles assumed to follow Wiedemann car-following model
Widely accepted, basis for VISSIM A deviation from expected acceleration indicates an unequipped vehicle ahead -4 ft/s2 actual Estimate properties from model or history Wiedemann is widely accepted 3 ft/s2 expected 30 mph 45 mph Headway = 97 feet Speed = 29 mph

16 Algorithm Vehicles assumed to follow Wiedemann car-following model
Widely accepted, basis for VISSIM A deviation from expected acceleration indicates an unequipped vehicle ahead -4 ft/s2 actual Estimate properties from model or history Wiedemann is widely accepted 3 ft/s2 expected 30 mph 45 mph Vehicle continues to drive according to model, until overtaken 10/27/2019

17 Testing Using NGSIM datasets as ground truth
Two short freeway segments Artificial VISSIM model to supplement One direction, 4 lanes, 7 miles, 2 interchanges

18 Results Equipped Observed Predicted

19 I-80 at 25% Market Penetration
Ground Truth Densities (Equipped and Observed Vehicles) Distance (1/8 mile) Estimated Densities (Equipped and Predicted Vehicles) Distance (1/8 mile) Time (s)

20 Artificial Network at 25% Market Penetration
Ground Truth Densities (Equipped and Observed Vehicles) Distance (7 miles) Estimated Densities (Equipped and Predicted Vehicles) Distance (7 miles) Time (s)

21 Performance Effective Market Penetration =
Accurate Predictions – False Predictions + Equipped Vehicles Total Actual Vehicle-Seconds The blue line comes in early.

22

23 Conclusions The algorithm can predict the locations of many unequipped vehicles at various levels of accuracy, particularly during and after congestion

24 Next Steps Apply on surface streets
Vehicles decelerate for many reasons signals, pedestrians, stop signs, turning, etc. Lots of congestion Almost every vehicle queues at some point

25 Special Thanks Advisors
Brian L. Smith, P.E., Ph.D., University of Virginia Byungkyu (Brian) Park, Ph.D., University of Virginia

26 For more information: Noah Goodall noah.goodall@vdot.virginia.gov


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