A piecewise trajectory optimization model for connected automated vehicles: Exact optimization algorithm and queue propagation analysis

This paper formulates a simplified traffic smoothing model for guiding movements of connected automated vehicles on a general one-lane highway segment. Adapted from the shooting heuristic proposed by Zhou et al. (2017) and Ma et al. (2017), this model confines each vehicle’s trajectory as a piecewise quadratic function with no more than five pieces and lets all trajectories in the same platoon share identical acceleration and deceleration rates. Similar to the shooting heuristic, the proposed simplified model is able to control the overall smoothness of a platoon of connected automated vehicles and approximately optimize traffic performance in terms of fuel efficiency and driving comfort. While the shooting heuristic relies on numerical meta-heuristic algorithms that cannot ensure solution optimality, we discover a set of elegant theoretical properties for the general objective function and the associated constraints in the proposed simplified model, and consequentially propose an efficient analytical algorithm for solving this problem to the exact optimum. Interestingly, this exact algorithm has intuitive physical interpretations, i.e., stretching the transitional parts of the trajectories (i.e., parts with acceleration and deceleration adjustments) as far as they reach the upstream end of the investigated segment, and then balancing the acceleration and deceleration magnitudes as close as possible. This analytical exact model can be considered as a core module to a range of general trajectory optimization problems at various infrastructure settings. Numerical examples reveal that this exact algorithm has much more efficient computational performance and the same or better solution quality compared with the previously proposed shooting heuristic. These examples also illustrate how to apply this model to CAV control problems on signalized segments and at non-stop intersections. Further, we study a homogeneous special case of this model and analytically formulate the relationship between queue propagation and trajectory smoothing. One counter-intuitive finding is that trajectory smoothing may not always cause longer queue propagation but instead may mitigate queue propagation with appropriate settings. This theoretical finding has valuable implications to joint optimization of queuing management and traffic smoothing in complex transportation networks.

[1]  Bart van Arem,et al.  The Impact of Cooperative Adaptive Cruise Control on Traffic-Flow Characteristics , 2006, IEEE Transactions on Intelligent Transportation Systems.

[2]  Steven E Shladover,et al.  Review of Variable Speed Limits and Advisories , 2014 .

[3]  Hao Yang,et al.  A control theoretic formulation of green driving strategies based on inter-vehicle communications , 2014 .

[4]  Hesham A. Rakha,et al.  Freeway Speed Harmonization , 2016, IEEE Transactions on Intelligent Vehicles.

[5]  Markos Papageorgiou,et al.  Toll Plaza Merging Traffic Control for Throughput Maximization , 2010 .

[6]  Hesham Rakha,et al.  Intersection Management via Vehicle Connectivity: The Intersection Cooperative Adaptive Cruise Control System Concept , 2016, J. Intell. Transp. Syst..

[7]  Guoyuan Wu,et al.  Energy and Emission Benefit Comparison of Stationary and In-Vehicle Advanced Driving Alert Systems , 2010 .

[8]  Meng Wang,et al.  Rolling horizon control framework for driver assistance systems. Part II: Cooperative sensing and cooperative control , 2014 .

[9]  Yanfeng Ouyang,et al.  Characterization of Traffic Oscillation Propagation Under Nonlinear Car-Following Laws , 2011 .

[10]  Kanok Boriboonsomsin,et al.  Arterial velocity planning based on traffic signal information under light traffic conditions , 2009, 2009 12th International IEEE Conference on Intelligent Transportation Systems.

[11]  Bart De Schutter,et al.  Model predictive control for optimal coordination of ramp metering and variable speed limits , 2005 .

[12]  Lily Elefteriadou,et al.  Efficient control of fully automated connected vehicles at freeway merge segments , 2017 .

[13]  Xiaopeng Li,et al.  Stop-and-go traffic analysis: Theoretical properties, environmental impacts and oscillation mitigation , 2014 .

[14]  Amir Ghiasi,et al.  A mixed traffic capacity analysis and lane management model for connected automated vehicles: A Markov chain method , 2017 .

[15]  Fei-Yue Wang,et al.  Cooperative Driving at Blind Crossings Using Intervehicle Communication , 2006, IEEE Transactions on Vehicular Technology.

[16]  Veronica Martinez,et al.  I2V Communication Driving Assistance System: On-Board Traffic Light Assistant , 2008, 2008 IEEE 68th Vehicular Technology Conference.

[17]  Oskar von Stryk,et al.  Direct and indirect methods for trajectory optimization , 1992, Ann. Oper. Res..

[18]  Yanfeng Ouyang,et al.  Prediction and Field Validation of Traffic Oscillation Propagation Under Nonlinear Car-Following Laws , 2012 .

[19]  Mao-Bin Hu,et al.  On some experimental features of car-following behavior and how to model them , 2015 .

[20]  R S Trayford,et al.  FUEL ECONOMY INVESTIGATION OF DYNAMIC ADVISORY SPEEDS FROM AN EXPERIMENT IN ARTERIAL TRAFFIC , 1984 .

[21]  Ziyou Gao,et al.  Empirical analysis and simulation of the concave growth pattern of traffic oscillations , 2016 .

[22]  Jianfeng Zheng,et al.  A capacity maximization scheme for intersection management with automated vehicles , 2018, Transportation Research Part C: Emerging Technologies.

[23]  S. Ilgin Guler,et al.  Using connected vehicle technology to improve the efficiency of intersections , 2014 .

[24]  Meng Wang,et al.  Rolling horizon control framework for driver assistance systems. Part I: Mathematical formulation and non-cooperative systems , 2014 .

[25]  Yu Wang,et al.  A trajectory smoothing method at signalized intersection based on individualized variable speed limits with location optimization , 2018, Transportation Research Part D: Transport and Environment.

[26]  Y. Ouyang,et al.  Measurement and estimation of traffic oscillation properties , 2010 .

[27]  Xinkai Wu,et al.  Energy-Optimal Speed Control for Electric Vehicles on Signalized Arterials , 2015, IEEE Transactions on Intelligent Transportation Systems.

[28]  Byungkyu Brian Park,et al.  Development and Evaluation of a Cooperative Vehicle Intersection Control Algorithm Under the Connected Vehicles Environment , 2012, IEEE Transactions on Intelligent Transportation Systems.

[29]  Peter Stone,et al.  A Multiagent Approach to Autonomous Intersection Management , 2008, J. Artif. Intell. Res..

[30]  M J Wooldridge,et al.  Fuel saving and other benefits of dynamic advisory speeds on a multilane arterial road , 1984 .

[31]  S. Ilgin Guler,et al.  Isolated intersection control for various levels of vehicle technology: Conventional, connected, and automated vehicles , 2016 .

[32]  A. J. Healey,et al.  The Prediction of Passenger Riding Comfort From Acceleration Data , 1978 .

[33]  J.-C. Cano,et al.  Predicting Traffic lights to Improve Urban Traffic Fuel Consumption , 2006, 2006 6th International Conference on ITS Telecommunications.

[34]  Mike McDonald,et al.  Car-following: a historical review , 1999 .

[35]  Jia Hu,et al.  Parsimonious shooting heuristic for trajectory design of connected automated traffic part II: Computational issues and optimization , 2017 .

[36]  Hesham A. Rakha,et al.  Multi-stage dynamic programming algorithm for eco-speed control at traffic signalized intersections , 2013, 16th International IEEE Conference on Intelligent Transportation Systems (ITSC 2013).

[37]  Hannes Hartenstein,et al.  The impact of traffic-light-to-vehicle communication on fuel consumption and emissions , 2010, 2010 Internet of Things (IOT).

[38]  Christian W. Frey,et al.  Predictive fuel efficiency optimization using traffic light timings and fuel consumption model , 2013, 16th International IEEE Conference on Intelligent Transportation Systems (ITSC 2013).

[39]  Darcy M. Bullock,et al.  Evaluation of Arterial Signal Coordination , 2010 .

[40]  Lily Elefteriadou,et al.  Signal control optimization for automated vehicles at isolated signalized intersections , 2014 .

[41]  Meng Wang,et al.  Connected variable speed limits control and car-following control with vehicle-infrastructure communication to resolve stop-and-go waves , 2016, J. Intell. Transp. Syst..

[42]  Fang Zhou,et al.  Parsimonious shooting heuristic for trajectory control of connected automated traffic part I: Theoretical analysis with generalized time geography , 2015, ArXiv.

[43]  Xuesong Zhou,et al.  Longitude Trajectory Optimization for Autonomous Vehicles: An Approach Based on Simplified Car-Following Model , 2016 .

[44]  Hesham Rakha,et al.  Ecodrive Application , 2013 .