TY - GEN
T1 - Calibrating heterogeneous car-following models for human drivers in oscillatory traffic conditions
AU - Shang, Mingfeng
AU - Stern, Raphael
N1 - Publisher Copyright: © 2020 IEEE.
PY - 2020/11/3
Y1 - 2020/11/3
N2 - Accurately modeling the realistic and unstable traffic dynamics of human-driven traffic flow is crucial to being able to to understand how traffic dynamics evolve, and how new agents such as autonomous vehicles might influence traffic flow stability. This work is motivated by a recent dataset that allows us to calibrate accurate models, specifically in conditions when traffic waves arise. Three microscopic carfollowing models are calibrated using a microscopic vehicle trajectory dataset that is collected with the intent of capturing oscillatory driving conditions. For each model, five traffic flow metrics are constructed to compare the flow-level characteristics of the simulated traffic with experimental data. The results show that the optimal velocity-follow the leader (OV-FTL) model and the optimal velocity relative velocity model (OVRV) model are both able to reproduce the traffic flow oscillations, while the intelligent driver model (IDM) model requires substantially more noise in each driver's speed profile to exhibit the same waves.
AB - Accurately modeling the realistic and unstable traffic dynamics of human-driven traffic flow is crucial to being able to to understand how traffic dynamics evolve, and how new agents such as autonomous vehicles might influence traffic flow stability. This work is motivated by a recent dataset that allows us to calibrate accurate models, specifically in conditions when traffic waves arise. Three microscopic carfollowing models are calibrated using a microscopic vehicle trajectory dataset that is collected with the intent of capturing oscillatory driving conditions. For each model, five traffic flow metrics are constructed to compare the flow-level characteristics of the simulated traffic with experimental data. The results show that the optimal velocity-follow the leader (OV-FTL) model and the optimal velocity relative velocity model (OVRV) model are both able to reproduce the traffic flow oscillations, while the intelligent driver model (IDM) model requires substantially more noise in each driver's speed profile to exhibit the same waves.
KW - Big Data and Naturalistic Datasets
KW - Control and Simulation; Big Data and Naturalistic Datasets
KW - Modeling
KW - Modeling, Control and Simulation
UR - https://www.scopus.com/pages/publications/85098459307
UR - https://www.scopus.com/pages/publications/85098459307#tab=citedBy
U2 - 10.1109/FISTS46898.2020.9264843
DO - 10.1109/FISTS46898.2020.9264843
M3 - Conference contribution
T3 - 2020 Forum on Integrated and Sustainable Transportation Systems, FISTS 2020
SP - 101
EP - 106
BT - 2020 Forum on Integrated and Sustainable Transportation Systems, FISTS 2020
PB - Institute of Electrical and Electronics Engineers Inc.
T2 - 2020 Forum on Integrated and Sustainable Transportation Systems, FISTS 2020
Y2 - 3 November 2020 through 5 November 2020
ER -