首页 | 本学科首页   官方微博 | 高级检索  
     

��վ̨����ʽ����վ��ͨ��ģ�ͼ��������
引用本文:刘应东,牛惠民. ��վ̨����ʽ����վ��ͨ��ģ�ͼ��������[J]. 交通运输系统工程与信息, 2012, 12(5): 97-102
作者姓名:刘应东  牛惠民
作者单位:????????? ?????????,???? 730070
基金项目:国家自然科学基金(50968009);高等学校博士学科点专项科研基金(20096204110003);教育部人文社会科学研究青年基金项目(12YJC630200)
摘    要:在NS模型基础上,考虑到公交车进出站的优先权、逐步变速等因素,建立了多站台港湾式公交站混合交通流双车道元胞自动机模型.通过模型模拟,对比分析了单站台和多站台港湾式公交站两种停靠方式的交通流特性,研究了多站台港湾式公交站的站台长度、站台间距以及公交车比例对交通流的影响.结果表明,在公交车密度较大的路段上,设置多站台港湾式公交站并选择适当站台长度、站台间距可以提高车站的处理能力,更有效的缓解由公交站引起的道路拥堵,从而提高道路的通行能力.该模型作为城市现有道路改造时确定公交车站停靠方式及站台长度的参考.

关 键 词:???н??  ???????  ????????  ??????????????  ????????????  
收稿时间:2012-04-24

Simulation and Analysis of Traffic Flow Model on Multi-Platform Harbor-Style Bus Stop
LIU Ying-dong , NIU Hui-min. Simulation and Analysis of Traffic Flow Model on Multi-Platform Harbor-Style Bus Stop[J]. Journal of Transportation Systems Engineering and Information Technology, 2012, 12(5): 97-102
Authors:LIU Ying-dong    NIU Hui-min
Affiliation:College of Traffic and Transportation, Lanzhou Jiaotong University, Lanzhou 730070, China
Abstract:To simulate the mixed traffic flow,the paper proposes a cellular automaton model with multi-platform harbor-style bus stops and two lanes.In the model,the rules of vehicles’ moving,lane-changing and stop time are redefined to accord the reality.It also analyzes the statistical characteristics of traffic flow.The effects of bus parking mode,the length of platform,the platform spacing and the bus proportion on traffic flow are studied,respectively.The results show that the multi-platform harbor-style bus stop has many advantages in bus parking,traffic congestion relieving and traffic flow improving.In summary,the model proposed in this paper is valuable for studying the impacts of public transport on urban traffic flow.
Keywords:urban traffic  mixed traffic flow  cellular automaton  multi-platform harbor-style bus stop  traffic flow statistical characteristics
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《交通运输系统工程与信息》浏览原始摘要信息
点击此处可从《交通运输系统工程与信息》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号