期刊文献+

山区高速公路上坡路段合理速差研究

Reasonable speed difference on uphill section of mountainous freeways
原文传递
导出
摘要 为了明确山区高速公路上坡路段,货车行驶速度与路段上交通流平均速度的差值对通行效率和安全影响,研究了客车和货车合理速差范围,在西汉(西安—汉中)高速K1185+120~K1185+820段进行实测试验。利用AxleLight RLU11便携式路测激光交通调查仪,实时收集车辆位置、类型、速度、车头时距、时间间隔等交通数据。根据车头时距筛选车队,分别建立速差、平均速度数据库。利用SPSS软件进行正态分布检验,在确保数据有效性的前提下,建立以速差为自变量、以平均速度为因变量的非线性回归模型,通过与无货车混行车队的平均速度进行比较,得到影响通行效率的客货车速差最大阈值。研究结果表明:货车的混行对通行效率有较大影响,与无货车混行相比,其平均速度减小13.6%;速差与平均速度呈二次相关的关系,随着速差的增大,平均速度呈现出先增大后减小的趋势;为了保持良好的通行效率,速差的最大阈值为21km/h。 Aimed to study the traffic efficiency and safety enabled by the speed difference between trucks and regular traffic flow on the uphill section of a mountainous freeway.A field experiment was carried out in Xihan(Xi’an to Hanzhong)Freeway from K1185+120 to K1185+820.Traffic data consisting of location,speed,headway time,interval and vehicle type,which were collected on a timely basis using AxleLight RLU11.Platoons were chosen according to vehicular headway,and then,the database comprising speed difference and average speed were built.After the normal distribution test,the regression model was established with the speed difference as the independent variable,and the average speed as the dependent variable through SPSS.The threshold value of speed difference influencing traffic efficiency was further determined,compared to the platoon without trucks.The results show that mixed driving with trucks has a considerable influence on traffic efficiency.The average speed of a platoon with trucks shows a significant decrease,about approximately 13.6%compared to a platoon without trucks.Speed reduction has aquadratic correlation with the dispersion of average speed,traffic efficiency can be well maintained by limiting the allowable speed reduction to approximately 21 km/h.
作者 王贤良 张晓冬 许金良 贾兴利 WANG Xian-liang;ZHANG Xiao-dong;XU Jin-liang;JIA Xing-li(School of Highway,Chang'an University,Xi'an 710064,Shaanxi,China;Ministry of Housing and Urban-rural Development of the Ankang City,Ankang 725000,Shaanxi,China)
出处 《长安大学学报(自然科学版)》 EI CAS CSCD 北大核心 2018年第5期162-167,共6页 Journal of Chang’an University(Natural Science Edition)
基金 国家重点研发计划项目(2016YFC0802208) 陕西省自然科学基础研究计划项目(2017JQ5122)
关键词 交通工程 合理速差 回归分析 山区高速公路 通行效率 traffic engineering reasonable speed difference regression analysis mountainous freeway traffic efficiency
  • 相关文献

参考文献9

二级参考文献66

  • 1周荣贵,江立生,孙家风.公路纵坡坡度和坡长限制指标的确定[J].公路交通科技,2004,21(7):1-4. 被引量:36
  • 2裴玉龙,邢恩辉.高等级公路纵坡的坡度、坡长限制分析[J].哈尔滨工业大学学报,2005,37(5):629-632. 被引量:21
  • 3中华人民共和国交通部.公路路线设计规范[M].北京:人民交通出版社,1994..
  • 4美国各州公路与运输工作者协会著 饶东平 金君实 等译.公路与城市道路几何设计[M].西安:西北工业大学出版社,1988..
  • 5KERNER B S. Three-phase traffic theory and highway capacity[J]. Physica A, 2004, 333: 379-440.
  • 6CASSIDY M J. Bivariate relations in nearly stationary highway traffic[ J]. Transportation Research B, 1998, 32: 49-59.
  • 7DEI CASTILLO J M, BENITEZ F G. On the functional form of the speed-density relationship Part Two : empirical investigation [J]. Transportation Research B, 1995, 29: 391-406.
  • 8WANG H. Experimental features and characteristics of speed dispersion in urban freeway traffic[J]. Transportation Research Record, 2007, 1999: 150-160.
  • 9Transportation Research Board. Highway capacity manual 2000[ M]. Washington, D. C. : National Research Council, 2000.
  • 10NEWELL G F. A simplified car-following theory: a lower order model[ J]. Transportation Research B, 2002, 36(3): 195- 205.

共引文献134

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部