• 综合性科技类中文核心期刊
    • 中国科技论文统计源期刊
    • 中国科学引文数据库来源期刊
    • 中国学术期刊文摘数据库(核心版)来源期刊
    • 中国学术期刊综合评价数据库来源期刊

高速公路施工区上游过渡区的车辆汇入模型

孙智勇, 孙小端, 荣建

孙智勇, 孙小端, 荣建. 高速公路施工区上游过渡区的车辆汇入模型[J]. 北京工业大学学报, 2013, 39(4): 594-598.
引用本文: 孙智勇, 孙小端, 荣建. 高速公路施工区上游过渡区的车辆汇入模型[J]. 北京工业大学学报, 2013, 39(4): 594-598.
SUN Zhi-yong, SUN Xiao-duan, RONG Jian. Merging Model of Vehicles on Upstream Transition Area of Expressway Work Zones[J]. Journal of Beijing University of Technology, 2013, 39(4): 594-598.
Citation: SUN Zhi-yong, SUN Xiao-duan, RONG Jian. Merging Model of Vehicles on Upstream Transition Area of Expressway Work Zones[J]. Journal of Beijing University of Technology, 2013, 39(4): 594-598.

高速公路施工区上游过渡区的车辆汇入模型

基金项目: 

国家科技支撑计划项目(2009BAG13A03)

详细信息
    作者简介:

    孙智勇( 1979—) , 男, 博士研究生, 主要从事道路交通安全方面的研究, E-mail: sunzhiyong@ emails. bjut. edu. cn.

  • 中图分类号: U491.1

Merging Model of Vehicles on Upstream Transition Area of Expressway Work Zones

  • 摘要: 为确定高速公路施工区上游过渡区长度对高速公路主车道交通流的影响,首先应用实测数据分析施工区上游过渡区主车道的车头时距分布特性,结果表明车头时距分布符合爱尔朗分布;其次在考虑车辆汇入过程中临界间隙变化情况的基础上,利用间隙接受理论和微分法建立了车辆汇入模型,用以计算高速公路上游过渡区的长度;最后通过算例揭示了上游过渡区长度、主车道交通量和汇入速度对车辆汇入概率的影响规律.研究结果表明:车辆汇入模型能较好地反映不同公路几何要素和交通条件情况下行驶车辆的汇入行为,为施工区设计提供一种新方法.
    Abstract: To explore the influence of upstream transition length on expressway main lane traffic volume, the headway characteristics in main lanes of upstream transition area were analyzed based on actual data, showing the headway distribution in accord with Erlang distribution. Considering the vehicles' changeable critical headway when driving along upstream transition area, a vehicle merging model was proposed by gap acceptance theory and differential methods, thus a new optimal design method of the upstream transition length was presented. This method reveales the effect of upstream transition length, traffic flow of main lane and merging speed on merging probability. Results show that the merging model can well consider the effect of expressway geometry characteristic and traffic conditions on driver's merging behavior. The upstream transition length provides a new method for the design of work zones.
  • [1] 李文权, 王炜, 周荣贵. 高速公路合流区1 车道车头时距分布特征[J]. 公路交通科技, 2003, 20(1):114- 117. LI Wen-quan, WANG Wei, ZHOU Rong-gui. Headway characteristics of lane 1 on expressway merge area[J]. Journal of Highway and Transportation Research and Development, 2003, 20(1):114-117. (in Chinese)
    [2]

    KIM J T, KIM J, CHANG M. Development of a lane changing gap acceptance model for merging on freeway[C]// The 83rd Annual Meeting of the Transportation Research Board. Washington DC:Transportation Research Board, 2004.

    [3]

    KIM S G, SON Y T. Development of a new merge capacity model the effect of ramp flow on the merge capacity[C]//The 81rd Annual Meeting of the Transportation Research Board. Washington DC:Transportation Research Board, 2002.

    [4] 赵春, 王炜, 李文权. 主路不同流量条件下入口匝道通行能力研究[J]. 公路交通科技, 2005, 122(2):82-85. ZHAO Chun, WANG Wei, LI Wen-quan. Research on on-ramp capacity in different traffic of main lane[J]. Journal of Highway and Transportation Research and Development, 2005, 122(2):82-85. (in Chinese)
    [5] 臧晓冬, 周伟. 城市快速路互通立交合流区车头时距分布特性[J]. 北京工业大学学报, 2010, 36(7):961- 965. ZANG Xiao-dong, ZHOU Wei. Time headway distribution characteristics of merging area on urban expressway interchanges[J]. Journal of Beijing University of Technology, 2010, 36(7):961-965. (in Chinese)
    [6] 裴玉龙, 高晗. 城市快速路匝道连接段车头时距分布模型[J]. 交通与计算机, 2007, 25(5):4-7. PEI Yu-long, GAO Han, Headway distribution model in urban freeway[J]. Traffic and Computer, 2007, 25(5):4-7. (in Chinese)
    [7] 李文权, 王炜, 邓卫, 等. 高速公路加速车道上车辆的汇入模型[J]. 中国公路学报, 2002, 15(2):95-98. LI Wen-quan, WANG Wei, DENG Wei, et al. Merging model of vehicle on freeway acceleration lane[J]. China Journal of Highway and Transport, 2002, 15(2):95-98. (in Chinese)
    [8] 李文权, 王炜, 李铁柱, 等. 高速公路加速车道上车辆的汇入特征分析[J]. 东南大学学报:自然科学版, 2002, 32(2):252-255. LI Wen-quan, WANG Wei, LI Tie-zhu, et al. Characteristics analyses of merges on freeway acceleration lane[J]. Journal of Southeast University:Natural Science Edition, 2002, 32(2):252-255. (in Chinese)
    [9] 邵长桥, 荣建. 加速车道长度计算模型及其影响因素[J]. 北京工业大学学报, 2008, 34(1):72-75. SHAO Chang-qiao, RONG Jian. Research on model of computing acceleration lane length and analysis of its influence factors[J]. Journal of Beijing University of Technology, 2008, 34(1):72-75. (in Chinese)
    [10] 杨晓芳, 付强, 张红军. 入口匝道衔接区域交通流运行机理解析[J]. 同济大学学报:自然科学版, 2008, 36(12):1652-1655. YANG Xiao-fang, FU Qiang, ZHANG Hong-jun. Operation mechanism of traffic flow in join area of expressway and on-ramp[J]. Journal of Tongji University:Natural Science, 2008, 36(12):1652- 1655. (in Chinese)
    [11] 智永锋, 张骏, 史忠科. 高速公路加速车道长度设计与车辆汇入模型研究[J]. 中国公路学报, 2009, 22(2):93-97. ZHI Yong-feng, ZHANG Jun, SHI Zhong-ke. Research on design of expressway acceleration lane length and merging model of vehicle[J]. China Journal of Highway and Transport, 2009, 22(2):93-97. (in Chinese)
    [12] 何小洲, 过秀成, 吴平, 等. 高速公路施工区交通特性分析[J]. 公路, 2005, 12(12):110-115. HE Xiao-zhou, GUO Xiu-cheng, WU Ping, et al. Analyses of traffic characteristics of expressway work zones[J]. Highway, 2005, 12(12):110-115. (in Chinese)
    [13] 钟连德, 李秀文, 侯德藻, 等. 公路施工区限速措施效果评价研究[J]. 公路, 2010, 3(3):176-180. ZHONG Lian-de, LI Xiu-wen, HOU De-zao, et al. Research on evaluation of speed reduction measures in highway work zone[J]. Highway, 2010, 3(3):176- 180. (in Chinese)
计量
  • 文章访问数:  12
  • HTML全文浏览量:  2
  • PDF下载量:  7
  • 被引次数: 0
出版历程
  • 收稿日期:  2011-08-24
  • 网络出版日期:  2022-11-13

目录

    /

    返回文章
    返回