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最小安全间距约束下拥挤交通流速度-密度关系模型
引用本文:邵春福, 肖崇紫, 王博彬, 孟梦. 最小安全间距约束下拥挤交通流速度-密度关系模型[J]. 交通运输工程学报, 2015, 15(1): 92-99. doi: 10.19818/j.cnki.1671-1637.2015.01.012
作者姓名:邵春福  肖崇紫  王博彬  孟梦
作者单位:1.北京交通大学 城市交通复杂系统理论与技术教育部重点实验室, 北京 100044;;2.广州市城市规划勘测设计研究院, 广东 广州 510060;;3.南洋理工大学 土木与环境工程学院, 新加坡 639798
基金项目:国家973计划项目2012CB725403 国家自然科学基金项目71210001 国家自然科学基金项目51178032 中央高校基本科研业务费专项资金项目2015YJS087
摘    要:根据交通拥挤状态下交通流速度与密度一致性变化的特点, 分析了拥挤交通流的平均车间时距为定值的原因, 并结合最小安全间距约束提出了交通拥挤状态下的速度-密度关系模型。研究了驾驶人的平均反应时间和交通拥挤状态下的最小车间时距的关系, 对速度-密度关系模型的反应时间进行参数标定。分析了不同车辆长度、阻塞停车间距和反应时间下的速度-密度关系, 利用提出的速度-密度关系模型、Greenshields模型、Greenberg模型、Underwood模型、Northwest模型、Edie模型对美国US-101、I-80两条高速公路的交通数据进行拟合, 得到了拟合结果和绝对误差。分析结果表明: 提出的速度-密度关系模型能够从理论上解释交通拥挤状态下速度与密度的变化关系和速度-密度数据的离散现象; 和其他模型相比, 提出的速度-密度关系模型在拟合2条高速公路交通数据时的绝对误差最小, 分别为4.91、7.50veh·km-1。基于最小安全间距约束的速度-密度模型刻画了拥挤交通流的本质特征, 且对现实数据能够取得更好的拟合效果。

关 键 词:交通规划   交通流   速度-密度曲线   拥挤状态   反应时间   最小安全间距
收稿时间:2014-10-11

Speed-density relation model of congested traffic flow under minimum safety distance constraint
SHAO Chun-fu, XIAO Chong-zi, WANG Bo-bin, MENG Meng. Speed-density relation model of congested traffic flow under minimum safety distance constraint[J]. Journal of Traffic and Transportation Engineering, 2015, 15(1): 92-99. doi: 10.19818/j.cnki.1671-1637.2015.01.012
Authors:SHAO Chun-fu  XIAO Chong-zi  WANG Bo-bin  MENG Meng
Affiliation:1. MOE Key Laboratory for Urban Transportation Complex Systems Theory and Technology, Beijing Jiaotong University, Beijing 100044, China;;2. Guangzhou Urban Planning and Design Survey Research Institute, Guangzhou 510060, Guangdong, China;;3. School of Civil and Enviromental Engineering, Nanyang Technological University, Singapore 639798, Singapore
Abstract:Based on the conforming change characteristic of speed and density for traffic flow under traffic congestion state, the reason that the average headway-distance of congested traffic flow was a fixed value was analyzed, and the speed-density relation model under traffic congestion state was put out combined with minimum safety distance constraint.The relation between the average reaction time of driver and the minimum headway-distance under traffic congestion state was discussed, and the parameter calibration of reaction time for speed-density relation model was carried out.The speed-density relations with different vehicle lengths, blocking parking distances and reaction times were analyzed, the traffic data of US-101 Highway and I-80 Highway in America were fitted by using the proposed speed-density relation model, Greenshields model, Greenberg model, Underwood model, Northwest model and Edie model respectively, and thefitting results and absolute errors were obtained.Analysis result shows that by using the proposed speed-density relation model, the change relation of speed and density under traffic congestion state can be explained in theory, and the discrete phenomena of speed-density data can be described.Compared with the other models, the absolute errors of fitting results for US-101 Highway and I-80 Highway are minimum by using the proposed speed-density relation model, and are 4.91, 7.50veh·km-1 respectively.So the proposed speed-density relation model based on minimum safety distance constrain reveals the substantive characteristic of congested traffic flow, and the fitting effect on actual data is better.
Keywords:traffic planning  traffic flow  speed-density curve  congested condition  reaction time  minimum safety distance
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