A probability model for discretionary lane changes in highways

Lane changes are made frequently on the road and are therefore an important component in analyzing traffic situations. This behavior interferes with surrounding traffic, causes negative shockwaves, and may even lead to collisions. Lane changes can be categorized into mandatory lane changes and discretionary lane changes. There are various factors influencing the decision-making involved in discretionary lane changes, including relative velocity between target and original lane, and lead and lag gaps. The purpose of this paper is to present a stochastic approach for modeling discretionary lane changes with influential factors of velocity and spacing advantages. Using Next Generation Simulation (NGSIM) data, we proposed an exponential probability model with speed difference and lead gap difference between the target lane and the original lane. By transformed linear regression, these traffic variables have actual influences on the lane change probability of discretionary lane changes. The found results can be used for lane change models in microscopic traffic simulation.

[1]  Wen-Long Jin A kinematic wave theory of lane-changing traffic flow , 2005 .

[2]  Alexander Skabardonis,et al.  Oversaturated Freeway Flow Algorithm for Use in Next Generation Simulation , 2008 .

[3]  M. Ben-Akiva,et al.  Modeling Cooperative Lane Changing and Forced Merging Behavior , 2007 .

[4]  Vijay Gopal Kovvali,et al.  Freeway Gap Acceptance Behaviors Based on Vehicle Trajectory Analysis , 2007 .

[5]  Carlos F. Daganzo,et al.  Lane-changing in traffic streams , 2006 .

[6]  Hwasoo Yeo,et al.  Asymmetric Microscopic Driving Behavior Theory , 2008 .

[7]  Serge P. Hoogendoorn,et al.  Quantifying the Number of Lane Changes in Traffic , 2012 .

[8]  Jorge A. Laval,et al.  Microscopic modeling of the relaxation phenomenon using a macroscopic lane-changing model , 2008 .

[9]  Peter Hidas,et al.  Modelling vehicle interactions in microscopic simulation of merging and weaving , 2005 .

[10]  Robert L. Bertini,et al.  OBSERVATIONS AT A FREEWAY BOTTLENECK , 1999 .

[11]  M. Treiber,et al.  Estimating Acceleration and Lane-Changing Dynamics from Next Generation Simulation Trajectory Data , 2008, 0804.0108.

[12]  Wen-Long Jin,et al.  A kinematic wave theory of lane-changing vehicular traffic , 2005 .

[13]  P. G. Gipps,et al.  A MODEL FOR THE STRUCTURE OF LANE-CHANGING DECISIONS , 1986 .

[14]  Haris N. Koutsopoulos,et al.  Modeling Integrated Lane-Changing Behavior , 2003 .

[15]  Gang-Len Chang,et al.  AN EMPIRICAL INVESTIGATION OF MACROSCOPIC LANE-CHANGING CHARACTERISTICS ON UNCONGESTED MULTILANE FREEWAYS , 1991 .

[16]  Kitae Jang,et al.  Logistic regression model for discretionary lane changing under congested traffic , 2015 .

[17]  Tomer Toledo,et al.  Modeling Duration of Lane Changes , 2007 .

[18]  P. G. Gipps,et al.  A behavioural car-following model for computer simulation , 1981 .

[19]  Hariharan Krishnan,et al.  Microscopic Traffic Simulation of Vehicle-to-Vehicle Hazard Alerts on Freeway , 2010 .

[20]  Ghulam H Bham,et al.  Gap Acceptance Behavior in Mandatory Lane Changes Under Congested and Uncongested Traffic on a Multilane Freeway , 2007 .

[21]  Parameter Estimation for NGSIM Freeway Flow Algorithm , 2008 .

[22]  Carlos F. Daganzo,et al.  A BEHAVIORAL THEORY OF MULTI-LANE TRAFFIC FLOW. PART II, MERGES AND THE ONSET OF CONGESTION , 1999 .

[23]  Xiao Lin,et al.  Improved lane-changing model for vanets in SUMO , 2014, The 7th IEEE/International Conference on Advanced Infocomm Technology.

[24]  Hwasoo Yeo,et al.  Impact of stop-and-go waves and lane changes on discharge rate in recovery flow , 2015 .

[25]  Peter Hidas,et al.  MODELLING LANE CHANGING AND MERGING IN MICROSCOPIC TRAFFIC SIMULATION , 2002 .