考虑换道压力增益的高速公路分流区跟驰模型
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作者:
作者单位:

哈尔滨工业大学 交通科学与工程学院,哈尔滨 150090

作者简介:

杨龙海(1970—),男,副教授,硕士生导师,主要从事交通流理论、交通规划、交通仿真方向研究,(E-mail) yanglonghai@hit.edu.cn。

通讯作者:

章锡俏(1978—),男,副教授,硕士生导师,(E-mail)zxqjuly@hit.edu.cn。

中图分类号:

U491.265

基金项目:

黑龙江省自然科学基金(LH2019E052)。


Research on car-following model for freeway diversion area considering lane-changing pressure gain
Author:
Affiliation:

School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, P. R. China

Fund Project:

Supported by the Natural Science Foundation of Heilongjiang Province of China (LH2019E052).

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    摘要:

    为了更精确地描述高速公路分流区内车辆的跟驰行为,基于全速度差模型(full velocity difference model,FVDM)引入换道压力增益因子构建考虑换道压力和换道行为的跟驰模型。首先,对改进后的模型进行线性稳定性分析,发现随着换道增益因子的增大,高速公路分流区的稳定区域变小。其次,基于NGSIM数据集中提取的92辆换道车辆的轨迹数据标定改进的跟驰模型,并通过仿真分析表明,改进后的模型能够更好地模拟车辆的速度和位置,与FVDM相比,所构建的考虑换道压力增益的全速度差跟驰模型(pressure-based FVDM,P-FVDM)的仿真误差降低了16%;与换道全速度差模型(lane pressure FVDM,LP-FVDM)相比,所构建的考虑换道压力增益和换道驶出间距增益的全速度差模型(pressure-lane pressure FVDM,PLP-FVDM)的仿真误差降低了12%。最后,利用改进的跟驰模型仿真分析分流区内的交通震荡现象,发现车辆的换道行为能够引发交通震荡,在较高的行驶速度下交通震荡的振幅会衰减,当行驶速度较低时,速度标准差沿车队向上游呈现凹增长趋势;换道位置离出口匝道越近所引发的交通震荡越严重;换道持续时间越短越有利于抑制交通震荡。

    Abstract:

    To more accurately capture vehicle-following behavior in freeway diversion areas, this study proposes an enhanced car-following model by incorporating a lane-changing pressure gain factor into the full velocity difference model (FVDM). The proposed model accounts for both lane-changing pressure and lane-changing behavior. First, a linear stability analysis reveals that the stability region of the freeway diversion area diminishes as the lane-changing pressure gain factor increases. Second, using trajectory data from 92 lane-changing vehicles extracted from the NGSIM dataset, the improved car-following model is calibrated and validated. Simulation results demonstrate that the improved model more accurately reproduces vehicle speed and position. Compared with the original FVDM, the simulation error of the proposed pressure-based FVDM (P-FVDM) is reduced by 16%. Compared with the lane pressure FVDM(LP-FVDM), the proposed pressure-lane pressure FVDM(PLP-FVDM) reduces error by 12%. Finally, the improved model is used to simulate traffic oscillation in the diversion area. Results show that lane changing behavior can trigger traffic oscillations. Higher driving speeds attenuate oscillation amplitudes, while lower speeds result in a concave growth pattern of speed standard deviation along the vehicle platoon in the upstream direction. Furthermore, lane changes occurring closer to the exit ramp exacerbate oscillations, whereas shorter lane-changing duration help suppress them.

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杨龙海,车婷婷,马文奎,章锡俏,陈霖.考虑换道压力增益的高速公路分流区跟驰模型[J].重庆大学学报,2025,48(8):40-53.

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  • 收稿日期:2024-01-16
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  • 在线发布日期: 2025-07-19
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