Analyzing the impact of adjacent lane dynamics on traffic stability under passing and driver attention in a two-lane scenario

被引:1
作者
Yadav, Darshana [1 ]
Siwach, Vikash [2 ]
Kumar, Ashish [3 ]
Redhu, Poonam [4 ]
机构
[1] Indian Inst Technol, Dept Math, Jodhpur 342030, Rajasthan, India
[2] CCS Haryana Agr Univ, Dept Math & Stat, Hisar 125001, Haryana, India
[3] Natl Inst Technol, Dept Math, Srinagar 246174, Uttaranchal, India
[4] Maharshi Dayanand Univ, Dept Math, Rohtak 124001, Haryana, India
关键词
Adjacent lane; Passing effect; Vehicle-to-vehicle; Two-lane; mKdV equation; Stability of traffic; CAR-FOLLOWING MODEL; VELOCITY DIFFERENCE MODEL; PHASE-TRANSITION; FEEDBACK-CONTROL; CONTINUUM MODEL; FLOW MODEL; EQUATION; KDV;
D O I
10.1016/j.ijnonlinmec.2025.105040
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
With the advancement of telecommunications, vehicle-to-vehicle (V2V) technology has made significant strides towards intelligent transport. Ina V2V environment, drivers can obtain up-to-the-minute information on the movements of nearby vehicles, including those in adjacent lanes. Two-lane highways comprise a significant portion of the global road network, and passing maneuvers regularly impact their performance. This study examines how the cars in the nearby lane affect vehicle's driving dynamics when passing is allowed on a twolane highway. We use nonlinear analysis to come up with the modified Korteweg-de Vries (mKdV) equation and describe how traffic density waves change in dense traffic in view of the model's stability conditions. The numerical simulation validates the theoretical results of both linear and non-linear analysis, ensuring that congestion can be reduced by considering the average speed of the three leading vehicles in the adjacent lane. When drivers are aware of the average speed of their neighbors, the flow of traffic is more stable; passing has a detrimental effect on this stability. This is because drivers who possess knowledge of the mean velocity of the vehicles around them are more inclined to uphold a steady velocity, as opposed to continuously altering lanes in order to overtake other vehicles.
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收藏
页数:12
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共 82 条
  • [1] Pipes L.A., Car following models and the fundamental diagram of road traffic, Transp. Res./ UK/, (1966)
  • [2] Chandler R.E., Herman R., Montroll E.W., Traffic dynamics: Studies in car following, Oper. Res., 6, 2, pp. 165-184, (1958)
  • [3] Gazis D.C., Herman R., Potts R.B., Car-following theory of steady-state traffic flow, Oper. Res., 7, 4, pp. 499-505, (1959)
  • [4] Punzo V., Simonelli F., Analysis and comparison of microscopic traffic flow models with real traffic microscopic data, Transp. Res. Rec., 1934, 1, pp. 53-63, (2005)
  • [5] Hossain M.A., Tanimoto J., A microscopic traffic flow model for sharing information from a vehicle to vehicle by considering system time delay effect, Phys. A, 585, (2022)
  • [6] Nagatani T., The physics of traffic jams, Rep. Prog. Phys., 65, 9, (2002)
  • [7] Wang Y.Q., Jia B., Jiang R., Gao Z.Y., Li W.H., Bao K.J., Zheng X.Z., Dynamics in multi-lane taseps coupled with asymmetric lane-changing rates, Nonlinear Dynam., 88, pp. 2051-2061, (2017)
  • [8] Verma M., Sharma S., The role of occupancy and transition rate on traffic flow in a percolation-backbone fractal, Chaos Solitons Fractals, 170, (2023)
  • [9] Herman R., Montroll E.W., Potts R.B., Rothery R.W., Traffic dynamics: analysis of stability in car following, Oper. Res., 7, 1, pp. 86-106, (1959)
  • [10] Gazis D.C., Herman R., Rothery R.W., Nonlinear follow-the-leader models of traffic flow, Oper. Res., 9, 4, pp. 545-567, (1961)