faculty of engineering, universiti malaysia sabah, malaysia ams … · 2014-09-29 · 4.0...
TRANSCRIPT
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1.0 Introduction
Modelling, Simulation & Computing Laboratory (mscLab)Faculty of Engineering, Universiti Malaysia Sabah, Malaysia
AMS 2014Asia Modelling Symposium 2014
Kuala Lumpur, Malaysia, 25 September 2014
• What is traffic congestion?• Physical – impedance vehicles impose on each other• Relative – user perception of system performance
• What are the causes of traffic congestion?• Land-use patterns• Employments patterns• Income levels car ownership trends• Regional economic dynamics
• Negative impacts of traffic congestion?• Air pollution• Economic loss
• Why need to reduce the traffic congestion?• Reduce in traffic congestion will improve 10% to key employment, retail, education and population centres within a region increases regional productivity by 1% (Hartgen and Fields, 2009)
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1.0 Introduction
Modelling, Simulation & Computing Laboratory (mscLab)Faculty of Engineering, Universiti Malaysia Sabah, Malaysia
AMS 2014Asia Modelling Symposium 2014
Kuala Lumpur, Malaysia, 25 September 2014
• Solution to Traffic congestion?• Increase the capacity of current network
• more and wider roads• HARD – availability of lands (valuable for development)
– long time to construct
•Traffic Signalization Control• Passive – Road signs board• Active – Traffic conductor (police)• – Traffic Light Systems
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• To improve the fluency of the traffic flow within a trafficnetwork via Q-learning algorithm for distributing optimumtraffic signalization to each intersection
a. To model and simulate the traffic network systemb. To formulate and compute the Q-learning algorithm
(microscopic control)
2.0 Objective
Modelling, Simulation & Computing Laboratory (mscLab)Faculty of Engineering, Universiti Malaysia Sabah, Malaysia
AMS 2014Asia Modelling Symposium 2014
Kuala Lumpur, Malaysia, 25 September 2014
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3.0 Methodology (Behavior of Incoming Traffic Flow)
Modelling, Simulation & Computing Laboratory (mscLab)Faculty of Engineering, Universiti Malaysia Sabah, Malaysia
AMS 2014Asia Modelling Symposium 2014
Kuala Lumpur, Malaysia, 25 September 2014
• Total number of arrivingvehicles
• is the proportionalconstant for the traffic flowfrom link i to link j• is the traffic flow fromlink i of intersection k
• Total arriving vehicles from INT Bto INT A
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3.0 Methodology (Framework of Q-Learning )
Modelling, Simulation & Computing Laboratory (mscLab)Faculty of Engineering, Universiti Malaysia Sabah, Malaysia
AMS 2014Asia Modelling Symposium 2014
Kuala Lumpur, Malaysia, 25 September 2014
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3.0 Methodology (Formulation of Q-Learning )
• Q-Learning
State iAgent
S N E W
State i +1Agent
S N E WAction
b
Reward Function
• State i•QL agent choseaction from list
• Action chosen willlead QL agent toanother state i+1
• Reward Function• Evaluate theaction chosen• Store theexperience valuein QL agent
Modelling, Simulation & Computing Laboratory (mscLab)Faculty of Engineering, Universiti Malaysia Sabah, Malaysia
AMS 2014Asia Modelling Symposium 2014
Kuala Lumpur, Malaysia, 25 September 2014
N N
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4.0 Simulations (Traffic Network Topology)
Modelling, Simulation & Computing Laboratory (mscLab)Faculty of Engineering, Universiti Malaysia Sabah, Malaysia
AMS 2014Asia Modelling Symposium 2014
Kuala Lumpur, Malaysia, 25 September 2014
Case I:Under-saturated INT A and Saturated INT B
5.0 km
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4.0 Simulations (Traffic Network Topology)
Modelling, Simulation & Computing Laboratory (mscLab)Faculty of Engineering, Universiti Malaysia Sabah, Malaysia
AMS 2014Asia Modelling Symposium 2014
Kuala Lumpur, Malaysia, 25 September 2014
Case II:Ramp release its traffic flow into INT A
5.0 km
2.5 km
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5.0 Results and Discussions (CS2)
Modelling, Simulation & Computing Laboratory (mscLab)Faculty of Engineering, Universiti Malaysia Sabah, Malaysia
AMS 2014Asia Modelling Symposium 2014
Kuala Lumpur, Malaysia, 25 September 2014
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6.0 Conclusions
Modelling, Simulation & Computing Laboratory (mscLab)Faculty of Engineering, Universiti Malaysia Sabah, Malaysia
AMS 2014Asia Modelling Symposium 2014
Kuala Lumpur, Malaysia, 25 September 2014
• The vehicles queuing condition at traffic intersections can beimproved by the Q-learning Traffic Signalization (QLTS )
• Due to the learning behavior, QLTS changes the green signalduration according to the traffic flow environment atintersections particularly during congestion and traffic flowdisturbance
• The vehicles passed through the intersections with the QLTSare 2.9 % – 19.0 % more than the Fixed Traffic Signalization(FTS) management