全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...

城市道路阻抗函数模型研究——以大连市为例

, PP. 104-108

Keywords: 交通工程,改进BPR函数,回归分析,日换算系数,道路阻抗,交通量分配

Full-Text   Cite this paper   Add to My Lib

Abstract:

为创建符合我国国情的道路阻抗函数,在考虑了城市交通拥堵和道路阻抗函数影响因素(限速、车道数、信号交叉口密度、公交站点密度和饱和度等)的基础上改进了经典U.S.BureauofPubllicRoads(BPR)函数。结合收集的大连市主要道路的相关数据,运用SPSS统计软件得到了大连市市中心各类型道路(快速路、主干路、次干路和支路)的时间阻抗函数,并将计算结果与经典BPR函数进行了对比分析。为了将道路阻抗函数有效地应用于传统4阶段模型,计算得到了道路日阻抗换算系数,体现出时间阻抗函数与日阻抗函数的关系。

References

[1]  Bureau of Public Roads. Tr}ic Assignment Manual[M].Washington, D. C.:U. S. Department of Commerce,1964.
[2]  SPIESS H. Conical Volume-delay Functions[J].Transportation Science, 1990,24 (2):153-158.
[3]  DAVIDSON K B. The Theoretical Basis of a Flow-travel Time Relationship for Use in Transportation Planning[J].Australian Road Research, 1978,8(1):32-35.
[4]  WEBSTER F V.Traffic Signal Settings[M].Wokingham,UK;Transport and Road Research Laboratory, 1958:1-44.
[5]  杨佩昆,钱林波.交通分配中路段行程时间函数研究[J].同济大学学报,1994, 22(1):27-32.YANG Pei-kun, QIAN Lin-bo. Research on Link Travel Time Functions for Traffic Assignment[J].Journal of Tongji University, 1994, 22(1):27-32.
[6]  裴玉龙,盖春英.考虑收费影响的公路路段行程时间函数研究[J].中国公路学报,2003, 16 (1); 91 -94.PEI Yu-long, GAI Chun-ying. Study of the Link Performance Function of Highway Segments Considering Toll Influences[J].China Journal of Highway and Transport, 2003,16(1):91-94.
[7]  傅白白,刘法胜,冯恩民.交通网络费用函数的标定与分析[J].交通运输系统工程与信息,2003, 3(4):53-57.FU Bai-bai, LIU Fa-sheng, FENG En-min. Traffic Network Costs Analysis and Validation[J].Journal of Transportation Systems Engineering and Information Technology,2003,3 (4):53-57.
[8]  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.WANG Yuan-qing, ZHOU Wei, (1) 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.
[9]  孟祥海,李士莲.大城市快速路及主干路路阻函数的研究[J]交通运输系统工程与信息,2005,5 (4):31-34.MENG Xiang-hai, LI Shi-lien. Study on the Impedance Functions of Urban Express Way and Main-road[J].Journal of Transportation Systems Engineering and Information Technology, 2005,5 (4):31-34.
[10]  王树盛,黄卫,陆振波.路阻函数关系式推导及其拟合分析研究[J].公路交通科技,2006, 23 (4):107-110.WANG Shu-sheng, HUANG Wei, LU Zhen-bo. Deduction of Link Performance Function and Its Regression Analysis [J].Journal of Highway and Transportation Research and Development, 2006,23 (4):107-110.
[11]  四兵锋,孙壮志.基于随机用户平衡的混合交通网络流t分离模型[J].中国公路学报,2006, 19 (1);93-98.SI Bing-feng, SUN Zhuang-zhi. Mixed Traffic Network Flow-split Model Based on Stochastic User Equilibrium[J].China Journal of Highway and Transport, 2006,19(1):93-98.
[12]  陈冬栋,杨超.交通分配中阻抗函数的研究和应用[J].交通与运输,2010, 26(增2):17-20.CHEN Dong-dong, YANG Chao. Impedance Functions of Urban Transportation Networks for Traffic Assignment[J].Traffic&Transportation, 2010, 26(S2 ):17-20.
[13]  郑远,杜豫川,孙立军.美国联邦公路局路阻函数探讨[J].交通与运输,2007, 23(增1):24-26.ZHENG Yuan, DU Yu-chuang, SUN Li-un.Considerations on Problems in the BPR Function[J].Traffic and Transportation, 2007,23(S1):24-26.
[14]  邵春福.交通规划原理[M]中国铁道出版社,2004:171-185.SHAO Chun-fu. Tratlic Planning[M].China Railway Publishing House, 2004:171-185.
[15]  王素欣,王雷展,高利,等,BPR路阻函数的改进研究[J].武汉理工大学学报:交通科学与工程版.2009,33 (3):446-449.WANG Su-xin, WANG Lei-zhen, GAO Li,et al.Improvement Study on BPR Link Performance Function[J].Journal of Wuhan University of Technology:Transportation Science&Engineering Edition, 2009,33(3):446-449.
[16]  何南,刘宁,赵胜川.基于BPR函数的道路阻抗研究[J].南京工程学院学报:自然科学版,2013,11(1):6-11.HE Nan, LIU Ning, ZHAO Sheng-chuan. A Study of Road Traffic Impedance Based on BPR Function
[17]  .Journal of Nanjing Institute of Technology; Natural Science Edition, 2013,11(1):6-l1.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133