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隧道建设(中英文) ›› 2023, Vol. 43 ›› Issue (6): 1035-1044.DOI: 10.3973/j.issn.2096-4498.2023.06.014

• 研究与探索 • 上一篇    下一篇

高速公路特长隧道环境车道行驶速度特性及短时预测模型研究

吴玲1, 2, 刘建蓓1, *, 单东辉1, 马小龙1, 王元庆3   

  1. 1. 中交第一公路勘察设计研究院有限公司, 陕西 西安 710065; 2. 西安航空学院车辆工程学院, 陕西 西安 710077;  3. 长安大学 生态安全屏障区交通网设施管控及循环修复技术交通运输行业重点实验室, 陕西 西安  710018
  • 出版日期:2023-06-20 发布日期:2023-07-14
  • 作者简介:吴玲(1990—),女,陕西宝鸡人,2018年毕业于长安大学,交通运输工程专业,博士,副教授,主要从事交通安全方面的研究工作。Email: lwzygj@163.com。*通信作者: 刘建蓓, Email: liujp09@gmail.com。

Characteristics and ShortTerm Prediction Model for Detecting Vehicle Driving Speed in ExtraLong Freeway Tunnels

WU Ling1, 2, LIU Jianbei1, *, SHAN Donghui1, MA Xiaolong1, WANG Yuanqing3   

  1. (1.CCCC First Highway Consultants Co.,Ltd.,Xi′an710065,Shaanxi,China;2.School of Vehicle Engineering,Xian Aeronautical University,Xian 710077,Shaanxi,China;3.Key Laboratory of Transportation Industry for Traffic Network Facility Control and Recycling Repair Technology in Ecological Safety Barrier Area,Changan University,Xian 710018,Shaanxi,China)
  • Online:2023-06-20 Published:2023-07-14

摘要: 为研究高速公路特长隧道环境车道行驶速度特性,采用基于雷达组网技术的实时交通参数获取方法,提取典型特长隧道全路段全样本高精度时序速度数据,在划分隧道入口段、行车段、出口段的基础上,对比分析特长隧道不同路段车道速度分布特性,构建基于时序Transformer框架的特长隧道环境车道行驶速度短时预测模型。结果表明: 1)特长隧道入口段速度均值最低,分布最为离散; 2)在同一路段,各车道85%分位车速统计值呈现依次递减趋势; 3)小客车运行速度整体呈现下降规律,出入口段差值大; 4)货车在特长隧道入口段会降低速度,但小客车实际运行速度较主线限速值高; 5)所构建的速度预测模型准确率可达97.82%,平均绝对误差为1.67 km/h。上述结果表明: 1)暗适应对驾驶人车速控制行为的影响较为显著; 2)主线限速标准对于特长隧道环境并不完全适用,应考虑速度顺适过渡关系,针对不同车型、不同车道提前诱导; 3)所建立的时序Transformer模型适应于高速公路特长隧道环境所有车道短时速度预测。

关键词: 高速公路特长隧道, 速度预测, Transformer框架, 预测模型

Abstract:  Vehicle driving speed characteristics in extralong freeway tunnels are analyzed using radar networking technologybased realtime traffic parameter acquisition method. The highprecision timeseries speed data of all samples from the entire tunnel are extracted. The tunnel is then divided into three sections: entrance, driving, and exit, and a shortterm prediction model for detecting vehicle driving speed in extralong freeway tunnels is constructed using a timeseries Transformer framework. The main findings of the study are as follows: (1) The lowest average vehicle driving speed is discretely distributed at the entrance section. (2) The statistical value of 85% quantile vehicle driving speed in each lane shows a decreasing trend along the same road section. (3) The driving speed of a passenger car at different sections exhibits a decreasing law, and there is a considerable difference between the entrance and exit sections. (4) Although the freight cars slow down at the entrance section, the actual driving speed of passenger cars is higher than the maximum speed limit of the main lane. (5) The maximum accuracy of the speed prediction model is 97.82%, and the average absolute error is 1.67 km/h. These results demonstrate that dark adaptation has a significant impact on the drivers speed control behavior. The speed limit of the main lane is not fully applicable on the extralong tunnel environment, and thus, guidance must be provided for different vehicles and lanes in advance to avoid accidents. The timeseries Transformer model established in this paper is suitable for shortterm speed prediction of all lanes in extralong freeway tunnels.

Key words: extralong freeway tunnel, vehicle speed prediction, Transformer framework, prediction model