Design and Evaluation of Adaptive Traffic Control System for Heterogeneous flow conditions
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1 Design and Evaluation of Adaptive Traffic Control System for Heterogeneous flow conditions Tom Mathew IIT Bombay
2 Outline 1. Heterogeneous traffic 2. Traffic Simulation 3. Traffic Signal control 4. Adaptive traffic control 5. Conclusion 2
3 Heterogeneous Traffic Homogeneous traffic Single vehicle type Lane-based Movement Follow a single leader Well defined surrounding vehicle 3
4 Heterogeneous Traffic Mixed vehicle type Static characteristics Dynamic characteristics Non-lane-based Who is my leader? What are my surrounding vehicle? 4
5 Heterogeneous Traffic Intersection Seepage Maneuverability Stop-line Lane-changing 5
6 Heterogeneous Traffic Vehicle type dependant car-following 6
7 Heterogeneous Traffic Effect of vehicle type on car-following 7
8 Heterogeneous Traffic Effect of vehicle type on lane-changing 8
9 Heterogeneous Traffic Modeling needs Address mixed vehicle type Model non-lane based movement 9
10 Outline 1. Heterogeneous traffic 2. Traffic Simulation 3. Traffic Signal control 4. Adaptive traffic control 5. Conclusion 10
11 Strips for non-lane based modelling Longitudinal movement Lateral movement Continuous Modified car-following Discrete Strip changes Bike Bike Car Car Car Auto Rick Truck 11
12 Strips for non-lane based modelling Vehicle-following model Who is my leader? Lateral movement model Which strip should I occupy Bike Bike Car Car Car Auto Rick Truck 12
13 Implementation of strips Simulation of Urban Mobility (SUMO) MSAbstractLaneChangeModel MSVehicleQuitReminded MSVehicleType MSStrip MSRoute MSVehicle MSLane MSRouteHandler MSDevice MSEdge MSInternalLane MSLink MSEdgeControl MSNet
14 Implementation of strips 14
15 Outline 1. Heterogeneous traffic 2. Traffic Simulation 3. Traffic Signal control 4. Adaptive traffic control 5. Conclusion 15
16 Traffic Signal Control Fixed Time Signal Vehicle Actuated Coordinated Signal Area Traffic Control Responsive Adaptive 16
17 Traffic Signal Control Fixed time control 17
18 Traffic Signal Control Coordinated control Offset downstream green start Assumes constant link travel time Implies smooth progression 18
19 Traffic Signal Control Vehicle Actuated Control 19
20 Traffic Signal Control Area traffic control Traffic responsive 20
21 Traffic Signal Control Area traffic control Adaptive to Traffic 21
22 Traffic Signal Control Two Popular Network Systems Centralized system SCOOT Split, Cycle, Offset, Optimization Distributed system SCAT Sydney Coordinated Adaptive Traffic System 22
23 Working philosophy Upstream detection Data communicated to central controller SCOOT system It computes the timing and send to intersections Limitations Communication overheads Poor progression prediction Calibration issues 23
24 Working philosophy SCATS system Downstream detection Local controller acts akin to a VA controller Communicate periodically to the central controller Limitations Not an optimal system 24
25 SCOOT vs. SCAT SCOOT SCAT Centralized System Upstream detection Fixed traffic regions Fallback - fixed Model based Distributed system Stop line detection Adjustable region Fallback - VA Algorithmic Requirement Distributed system Stop line detection Adjustable region Fallback VA Model based 25
26 Outline 1. Heterogeneous traffic 2. Traffic Simulation 3. Traffic Signal control 4. Adaptive traffic control 5. Conclusion 26
27 Detector placement Adaptive control Stop-line Loop occupancy Performance Based on actual & utilized green time 27
28 Basic Algorithm Adaptive control for every phase set green equals queue service time for every scan time get detector state for each lane-group compute gap if gap greater than threshold terminate green else increment green time limit green to max green time if green greater than max green terminate green 28
29 Working principle Adaptive control 29
30 Current Green Times Actual discharges Adaptive control Neuro-Fuzzy model Estimate Gmax Max Green 30
31 Adaptive control Evaluation using traffic simulator 31
32 Adaptive control Results Volume Control Delay Queue Low (V/C ) Medium (V/C ) High (V/C ) NF 15 6 VA 17 6 Fixed 20 8 NF VA Fixed NF VA Fixed
33 Outline 1. Heterogeneous traffic 2. Traffic Simulation 3. Traffic Signal control 4. Adaptive traffic control 5. Conclusion 33
34 Conclusion Heterogeneous traffic Mixed vehicle type Non-lane based movement Strip based simulator Compatible to homogeneous traffic Ability to handle complex driving behavior Adaptive control Sensitive to fluctuating traffic demand Evaluation by traffic simulators Optimal use of infrastructure Enhances service quality 34
35 Conclusion - Challenges Heterogeneous traffic Complex geometry Strip based simulator Better behavioral models Integrated driving models Bike s/auto movement Adaptive control Developing for large systems Optimal control Traffic management capabilities 35
36 Thank You 36
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