[1]徐良杰,王志军,余金林,等.不同车型对城市道路并入型渐变段的通行影响[J].东南大学学报(自然科学版),2016,46(3):646-650.[doi:10.3969/j.issn.1001-0505.2016.03.032]
 Xu Liangjie,Wang Zhijun,Yu Jinlin,et al.Effects of different vehicle types on the capacity of merging transition section in urban road[J].Journal of Southeast University (Natural Science Edition),2016,46(3):646-650.[doi:10.3969/j.issn.1001-0505.2016.03.032]
点击复制

不同车型对城市道路并入型渐变段的通行影响()
分享到:

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
46
期数:
2016年第3期
页码:
646-650
栏目:
交通运输工程
出版日期:
2016-05-20

文章信息/Info

Title:
Effects of different vehicle types on the capacity of merging transition section in urban road
作者:
徐良杰1王志军12余金林3奚少新1
1武汉理工大学交通学院, 武汉 430063; 2吉林省高等级公路建设局计划处, 长春 130033; 3中国管理科学院武汉分院城市交通管理研究所, 武汉 430001
Author(s):
Xu Liangjie1 Wang Zhijun12 Yu Jinlin3 Xi Shaoxin1
1School of Transportation, Wuhan University of Technology, Wuhan 430063, China
2Planning Department, Jilin Province Highway Construction Bureau, Changchun 130033, China
3Urban Traffic Management Institute, Wuhan Branch of Chinese Academy of Management, Wuhan 430001, China
关键词:
城市道路 并入型渐变段 大车率 延误模型 车速模型
Keywords:
urban road merging transition section oversized vehicle rate delay model speed model
分类号:
U491.1
DOI:
10.3969/j.issn.1001-0505.2016.03.032
摘要:
为了探讨车型对城市道路并入型渐变段处交通流的影响,研究了大型车和小汽车在渐变段处并入主线的运动规律,以及对路段通行的影响.根据大小型车通过渐变段不同的加减速度以及排队规律,分析车辆通过渐变段影响区域的车均延误;根据不同大车率条件导致的通行能力差异,分析车辆通过渐变段影响区域的行程时间;建立了大型车和小汽车通过渐变段的延误模型和行程时间模型.以武汉市和平大道某并入型渐变段为例,利用VISSIM仿真平台验证延误模型和行程时间模型的有效性.结果表明,大车率的增加会对并入型渐变段的交通产生较大影响,使车辆的行程时间和平均延误增加.
Abstract:
In order to explore effects of vehicle types in the merging transition section in urban roads on traffic flow, the rules of movement of oversized vehicles and cars in the transition section merging to main road and its influence on the road capacity are studied. The average delay of vehicles when passing through the transition affecting area is analyzed based on different acceleration and deceleration speeds and the queuing rules of oversized vehicles and cars. The travel time of vehicles when passing through the transition affecting area is analyzed based on capacity differences caused by different oversized vehicle conditions. The delay model and travel time model of oversized vehicles and cars passing through the transition section are established. The effectiveness of the two models is verified with the help of VISSIM simulation platform by taking the merging transition section of Heping road in Wuhan city as an example. Results show that the increase of oversized vehicles will cause a influence on the merging transition section of the road, thus increasing the travel time and average delay of cars.

参考文献/References:

[1] Kou C C, Machemehl R B. Modeling driver behavior during merge maneuvers[R]. Austin, Texas, USA:Southwest Region University Transportation Center and Center for Transportation Research, University of Texas, 1997.
[2] Bunker J M, Troutbeck R J. The probability of delay to minor stream drivers at a limited priority freeway merge[J]. Road & Transport Research, 1996, 5(1): 16-25.
[3] Hall F L, Agyemang-Duah K. Freeway capacity drop and the definition of capacity[J]. Transportation Research Record, 1991, 1320: 91-98.
[4] Weng J X, Meng Q. Modeling speed-flow relationship and merging behavior in work zone merging areas[J]. Transportation Research Part C: Emerging Technologies, 2011, 19(6):985-996. DOI:10.1016/j.trc.2011.05.001.
[5] Lü W, Song W G, Fang Z M, et al. Modelling of lane-changing behaviour integrating with merging effect before a city road bottleneck[J]. Physica A: Statistical Mechanics and its Applications, 2013, 392(20):5143-5153.DOI:10.1016/j.physa.2013.06.034.
[6] Chu T D, Miwa T, Morikawa T. An analysis of merging maneuvers at urban expressway merging sections[J].Procedia—Social and Behavioral Sciences, 2014, 138:105-115. DOI:10.1016/j.sbspro.2014.07.186.
[7] Cassidy M J, Han L D. Predicting vehicle delays, and queue lengths on two-lane highways during maintenance activity[C]//TRB 71st Annual Meeting. Washington, DC, USA, 1992.
[8] 中国国家标准化管理委员会. GB 5768.1—2009 道路交通标志和标线[S]. 北京:中国标准出版社,2009.
[9] Transportation Research Board. Highway capacity manual 2000[M]. Washington, DC, USA: National Research Council, 2000.
[10] 罗霞. 混合车流合流运行模式研究[J]. 西南交通大学学报(自然科学版), 2000, 35(1):36-39. DOI:10.3969/j.issn.0258-2724.2000.01.009.
  Luo Xia. On confluence movement modes of mixed traffic flow[J]. Journal of Southwest Jiaotong University, 2000, 35(1):36-39. DOI:10.3969/j.issn.0258-2724.2000.01.009.(in Chinese)
[11] 李爱增, 李文权. 路段多车型混合车流通行能力[J]. 东南大学学报(自然科学版), 2007, 37(5):926-929. DOI:10.3321/j.issn:1001-0505.2007.05.037.
  Li Aizeng, Li Wenquan. Capacity of mixed traffic flow composed of multi-type vehicles on sections[J]. Journal of Southeast University(Natural Science Edition), 2007, 37(5):926-929. DOI:10.3321/j.issn:1001-0505.2007.05.037.(in Chinese)
[12] 曹瑾鑫, 杨新苗, 钱劭武, 等. 工作区渐变段设置标准探讨[J]. 交通标准化, 2006(4):23-26. DOI:10.3869/j.issn.1002-4786.2006.04.032.
  Cao Jinxin, Yang Xinmiao, Qian Shaowu, et al. Discussion on criterion setting of gradually varied taper in work area[J]. Communications Standardization, 2006(4):23-26. DOI:10.3869/j.issn.1002-4786.2006.04.032.(in Chinese)
[13] 李喜华. 城市占道施工对路段交通影响的研究[D].北京:北京交通大学交通运输学院,2011.
[14] 马聪, 张生瑞, 王晋. 基于V/C比的公路养护施工区交通延误研究[J]. 公路交通科技, 2013, 30(7):133-139. DOI:10.3969/j.issn.1002-0268.2013.07.022.
  Ma Cong, Zhang Shengrui, Wang Jin. Research of traffic delay in highway maintenance work zone based on V/C ratio[J]. Journal of Highway and Transportation Research and Development, 2013, 30(7):133-139. DOI:10.3969/j.issn.1002-0268.2013.07.022.(in Chinese)
[15] 冯伟. 路边停车对路段交通流的影响研究[D]. 北京: 北京交通大学交通运输学院,2008.
[16] Oketeh T. Modeled performance characteristics of heterogeneous traffic streams containing non-motorized vehicles[C/OL].Transportation Research Board 82th Annual Meeting. Washington, DC, 2003. http://www.ltrc.lsu.edu/TRB-82/TRB2003-000721.pdf.
[17] 王元庆, 周伟, 吕连恩. 道路阻抗函数理论与应用研究[J]. 公路交通科技, 2004, 21(9):82-85. DOI:10.3969/j.issn.1002-0268.2004.09.022.
  Wang Yuanqing, Zhou Wei, Lü Lian’en. Theory and application study of the road traffic impedance function[J]. Journal of Highway and Transportation Research and Development, 2004, 21(9):82-85. DOI:10.3969/j.issn.1002-0268.2004.09.022.(in Chinese)
[18] 李杰.交通工程学[M].北京:北京大学出版社, 2010:94-100.

相似文献/References:

[1]居浩,黄晓明,虞晓锋.交通管制因素对普通城市道路噪声的影响[J].东南大学学报(自然科学版),2014,44(2):420.[doi:10.3969/j.issn.1001-0505.2014.02.034]
 Ju Hao,Huang Xiaoming,Yu Xiaofeng.Influence of traffic regulation factors on noise in ordinary urban roads[J].Journal of Southeast University (Natural Science Edition),2014,44(3):420.[doi:10.3969/j.issn.1001-0505.2014.02.034]

备注/Memo

备注/Memo:
收稿日期: 2015-11-21.
作者简介: 徐良杰(1968—),女,博士,教授,博士生导师,laurrie119@163.com.
基金项目: 国家自然科学基金资助项目(51578433)、教外司留学回国人员科研启动资助项目([2013]1792)、吉林省交通运输科技计划资助项目(2014-1-8)、中央高校基本科研业务费专项资金资助项目(2015-zy-024).
引用本文: 徐良杰,王志军,余金林,等.不同车型对城市道路并入型渐变段的通行影响[J].东南大学学报(自然科学版),2016,46(3):646-650. DOI:10.3969/j.issn.1001-0505.2016.03.032.
更新日期/Last Update: 2016-05-20