TY - JOUR
T1 - Modeling the asymmetry in traffic flow (a)
T2 - Microscopic approach
AU - Xu, Hao
AU - Liu, Hongchao
AU - Gong, Huaxin
N1 - Funding Information:
The NGSIM project was funded by the Federal Highway Administration (FHWA) for the development and validation of microscopic traffic simulation models. Video data at an interval of 0.1 s have been collected from various sites in the United States. In this study, the data from a 2100 feet 5-lane segment of the U.S. 101 Freeway (see ) was used. The processed data has each single vehicle’s identification number, time frame number, relative spatial coordinates, vehicle properties (length, width, class, velocity, acceleration), lane identification, preceding and following vehicle numbers, and both space and time headways. Fig. 2
PY - 2013/11/15
Y1 - 2013/11/15
N2 - The asymmetric characteristic of a vehicle's ability in deceleration and acceleration, as well as its impact to micro- and macroscopic traffic flow has caused increased attention from both theoretical and practical sides. However, how to realistically model this property remains a challenge to researchers. This paper is one of the two studies on this topic, which is focused on the modeling at the microscopic level from the investigation of car-following behavior. The second part of the study [H. Liu, H. Xu, H. Gong, Modeling the asymmetry in traffic flow (b): macroscopic approach, Appl. Math. Model. (submitted for publication)] is focused on the modeling of this asymmetric property from the macroscopic scale. In this paper, we first present an asymmetric full velocity difference car-following approach, in which a higher order differential equation is developed to take into account the effect of asymmetric acceleration and deceleration in car-following. Then, efforts are dedicated to calibrate the sensitivity coefficients from field data to complete the theoretical approach. Using the data recorded from the main lane traffic and ramp traffic of a segment of the US101 freeway, the two sensitivity coefficients have been successfully calibrated from both congested and light traffic environments. The experimental study reveals that in the studied traffic flow, the intensity of positive velocity difference term is significantly higher than the negative velocity difference term, which agrees well with the results from studies on vehicle mechanics.
AB - The asymmetric characteristic of a vehicle's ability in deceleration and acceleration, as well as its impact to micro- and macroscopic traffic flow has caused increased attention from both theoretical and practical sides. However, how to realistically model this property remains a challenge to researchers. This paper is one of the two studies on this topic, which is focused on the modeling at the microscopic level from the investigation of car-following behavior. The second part of the study [H. Liu, H. Xu, H. Gong, Modeling the asymmetry in traffic flow (b): macroscopic approach, Appl. Math. Model. (submitted for publication)] is focused on the modeling of this asymmetric property from the macroscopic scale. In this paper, we first present an asymmetric full velocity difference car-following approach, in which a higher order differential equation is developed to take into account the effect of asymmetric acceleration and deceleration in car-following. Then, efforts are dedicated to calibrate the sensitivity coefficients from field data to complete the theoretical approach. Using the data recorded from the main lane traffic and ramp traffic of a segment of the US101 freeway, the two sensitivity coefficients have been successfully calibrated from both congested and light traffic environments. The experimental study reveals that in the studied traffic flow, the intensity of positive velocity difference term is significantly higher than the negative velocity difference term, which agrees well with the results from studies on vehicle mechanics.
KW - Anisotropic
KW - Asymmetric car-following
KW - Microscopic model
UR - http://www.scopus.com/inward/record.url?scp=84885421802&partnerID=8YFLogxK
U2 - 10.1016/j.apm.2013.04.037
DO - 10.1016/j.apm.2013.04.037
M3 - Article
AN - SCOPUS:84885421802
SN - 0307-904X
VL - 37
SP - 9431
EP - 9440
JO - Applied Mathematical Modelling
JF - Applied Mathematical Modelling
IS - 22
ER -