首页|高速公路小净距互通立交车辆纵向运行特性

高速公路小净距互通立交车辆纵向运行特性

扫码查看
为明确车辆在高速公路小净距互通立交的纵向运行特性,在G50沪渝高速公路重庆段的白杨沟立交和跑马坪立交,开展了38位被试的实车驾驶试验.利用车载仪器采集了自然驾驶状态下的车辆运行速度以及纵向加速度等参数,计算了速度极差、带宽以及聚集系数,分析了驾驶行为的约束性以及速度变化特征.提取了纵向加速度连续变化曲线的峰值,研究了纵向加速度的累积频率、概率分布特性以及特征百分位值.结果表明:在小净距区段,合流区与分流区相互重叠,车辆交织行为增多,车辆间干涉严重,速度极差较大,离散性较高;断面速度总体呈现偏态分布,小净距区段断面速度区间大于其它断面.纵向加速概率分布曲线总体呈现偏态分布,加速度负值分布区间大于正值分布区间;小净距区段交通环境相对更复杂,驾驶人操作更加谨慎,与常规净距立交相比,小净距立交纵向加速度平均值低0.28 m/s2.汇入过程中,驾驶人对加速度的选择存在一定差异,偏向于较大的加速度正值(0.542 m/s2)与较低的加速度负值(-0.081 m/s2).然而,驶出过程中,驾驶人对加速度的选择具有一定趋同性,加速度正值(0.300 m/s2)与负值(-0.350 m/s2)差异性小;男性驾驶人纵向操作频率高于女性,幅度低于女性,不同驾驶风格驾驶人纵向加速度变化趋势具有一定的趋同性.
Longitudinal Operational Characteristics of Cars between Small-spacing Interchanges on Freeway
To clarify vehicles'characteristics of longitudinal operation between small-spacing interchanges(SSI)on freeways,a field test with 38 subjects is conducted at Baiyanggou Interchange and Paomaping Interchange in the Chongqing section of the G50 Shanghai-Chongqing Freeway.The onboard instruments collected operational data such as speed and longitudinal acceleration under natural-driving state.Then,the speed range,speed bandwidth,and aggregation coefficient are calculated to analyze the constraints of driving behavior and the characteristics of speed change.Finally,the cumulative frequency,probability distribution,and percentile values are investigated after ex-tracting the peak value of each waveform of the longitudinal acceleration curve.The findings are as follows:In the SSI section,the merging and diverging zones tend to overlap,leading to a great degree of vehicle weaving and inter-ference.Consequently,these areas are marked by a more significant difference of vehicle speed and a heightened de-gree of dispersion.The cross-sectional velocities typically exhibit a skewed distribution,with the speed range in the SSI being greater than that in other sections.Similarly,the longitudinal acceleration generally displays a skewed dis-tribution,wherein the interval of acceleration negative value exceeds that of positive value.Traffic conditions in the SSI are notably complex,necessitating careful maneuver by drivers.Comparing to the normal-spacing interchanges,the average acceleration decreases by 0.28 m/s2 in SSI.In the process of merging,drivers exhibit variability in their preferences for acceleration,with a notable inclination towards higher acceleration positive value(0.542 m/s2)and lower acceleration negative value(-0.081 m/s2).Contrarily,in the process of exiting,drivers demonstrate a certain level of uniformity in their choice of acceleration rates,with minor disparities between the acceleration positive val-ue(0.300 m/s2)and negative value(-0.350 m/s2)rates.Male drivers engage in longitudinal maneuver with a higher frequency than female drivers,albeit at a lower amplitude.Across different driving styles,a certain level of unifor-mity is observed in the trend of longitudinal acceleration changes.

traffic engineeringsmall-spacing interchangedriving behaviorexpresswayspeedacceleration

王延鹏、张杰、潘存书、陈正欢、徐进

展开 >

重庆交通大学交通运输学院 重庆 400074

中信科智联科技有限公司 重庆 400041

重庆交通大学山区复杂道路环境"人-车-路"协同与安全重庆市重点实验室 重庆 400074

交通工程 小净距立交 驾驶行为 高速公路 行驶速度 加速度

国家自然科学基金面上项目

52172340

2024

交通信息与安全
武汉理工大学 交通计算机应用信息网

交通信息与安全

CSTPCD北大核心
影响因子:0.598
ISSN:1674-4861
年,卷(期):2024.42(2)