| 阻塞流状态下城市快速路交通流时空特性 |
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| 引用本文： | 董春娇, 邵春福, 马壮林, 诸葛承祥, 李阳阳. 阻塞流状态下城市快速路交通流时空特性[J]. 交通运输工程学报, 2012, 12(3): 73-79. doi: 10.19818/j.cnki.1671-1637.2012.03.011 |
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| 作者姓名： | 董春娇 邵春福 马壮林 诸葛承祥 李阳阳 |
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| 作者单位： | 1.田纳西大学 交通研究中心, 田纳西 诺克斯维尔 37996;;2.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;;3.长安大学 汽车学院, 陕西 西安 710064 |
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| 基金项目： | 国家自然科学基金项目，北京交通大学优秀博士生科技创新基金项目，中央高校基本科研业务费专项资金项目 |
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| 摘 要： | 根据时间序列中的自相关函数法, 判断交通流量、时间占有率与平均速度的时间序列的平稳性。根据混沌分析中的G-P算法, 将非平稳的交通流参数时间序列转化为平稳的交通流参数时间序列。引入了互相关系数的概念, 在阻塞流状态下, 计算了上游断面对观测断面以及观测断面对下游断面的互相关系数, 并应用K-S检验判断阻塞流状态下城市快速路进出口匝道的车辆到达特性。研究结果表明: 交通流量和时间占有率属于非平稳时间序列, 平均速度属于平稳时间序列; 当时间延迟分别取2、3、5min时, 在阻塞流状态下, 重构的交通流量相空间嵌入维数为4;观测断面的交通流参数不仅受相邻上游断面交通流参数传递的影响, 而且也受相邻下游断面交通流参数回溯的影响; 在阻塞流状态下, 城市快速路进出口匝道车辆到达特性符合负二项分布。
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| 关 键 词： | 交通工程 城市快速路 阻塞流 时间特性 空间特性 自相关函数 互相关系数 G-P算法 |
| 收稿时间： | 2011-12-29 |
Temporal-spacial characteristic of urban expressway under jam flow condition |
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| DONG Chun-jiao, SHAO Chun-fu, MA Zhuang-lin, ZHUGE Cheng-xiang, LI Yang-yang. Temporal-spacial characteristic of urban expressway under jam flow condition[J]. Journal of Traffic and Transportation Engineering, 2012, 12(3): 73-79. doi: 10.19818/j.cnki.1671-1637.2012.03.011 |
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| Authors: | DONG Chun-jiao SHAO Chun-fu MA Zhuang-lin ZHUGE Cheng-xiang LI Yang-yang |
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| Affiliation: | 1. Center for Transportation Research, The University of Tennessee, Knoxville 37996, Tennessee, USA;;2. MOE Key Laboratory for Urban Transportation Complex Systems Theory and Technology, Beijing Jiaotong University, Beijing 100044, China;;3. School of Automobile, Chang'an University, Xi'an 710064, Shaanxi, China |
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| Abstract: | Based on the auto-correlation function method of time sequence,the stationarities of time sequences for traffic flow,time occupancy and average speed were judged.Based on the G-P algorithm of chaos analysis,the non-stationary time sequence of traffic flow parameter was transformed to the stationary time sequence of traffic flow parameter.The concept of cross-correlation coefficient was introduced.Under jam flow condition,the cross-correlation coefficients of upstream section on observation section and observation section on downstream section were calculated,and K-S test were used to determine the characteristics of vehicle arrival at import and export ramps on urban expressway.Research result shows that traffic flow and time occupancy belong to non-stationary time sequence,but average speed belongs to stationary time sequence.When time lags are 2,3 and 5 min respectively,the embedding dimension of reconstruction phase space is 4 under jam flow condition.The traffic flow parameters of observation section is not only influenced by the traffic flow parameters transmission of adjacent upstream section,but also influenced by the traffic flow parameters backtrack of adjacent downstream section.Under jam flow condition,the characteristics of vehicle arrival at import and export ramps on urban expressway are accordance with the negative binomial distribution.4 tabs,13 figs,13 refs. |
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| Keywords: | traffic engineering urban expressway jam flow temporal characteristic spatialcharacteristic auto-correlation function cross-correlation coefficient G-P algorithm |
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