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...

远引掉头方式下中央分隔带开口间距远引掉头方式下中央分隔带开口间距

, PP. 78-82

Keywords: 交通工程,远引掉头,中央分隔带开口,微观仿真

Full-Text   Cite this paper   Add to My Lib

Abstract:

确定中央分隔带开口间距,是路口禁左而在下游路段掉头时需要研究的关键问题。借鉴高速公路的相关交织理论,建立了远引掉头方式下中央分隔带开口间距模型,并利用微观仿真法进行评价分析。仿真结果表明根据建立的间距模型设置远引掉头,相比直接左转能缩短延误约4.6s;在相邻路口间距较远、道路设计车速不高的情形下,改善效果尤为明显。

References

[1]  张宁,陈恺,何铁军,等.城市道路中间分隔带对比分析及设计[J].城市交通,2007,23(4):86?91. ZHANG Ning,CHEN Kai,HE Tie?jun,et al.Comparative study and design of urban street median[J].Urban Transport of China,2007,23(4):86?91.
[2]  Chen K,Zhang N,Qian Z D.Median design analysis in the manner of u?turn followed by right?turn[C]//Oiyuan P,Kelvin C,Wang P.Proceedings of the First International Conference on Transportation Engineering 2007.Reston:ASCE,2007:352?357.
[3]  徐?,邹智军,杨锦冬.中小城市道路平交交通设计[J].长安大学学报:自然科学版,2003,23(4):58?61. XU Jun,ZOU Zhi?jun,YANG Jin?dong.At?grade intersection design in medium or small urban[J].Journal of Chang?an University:Natural Science Edition,2003,23(4):58?61.
[4]  陈恺,张宁,黄卫.平交路口远引掉头技术应用研究的思考[J].交通运输工程与信息学报,2006,4(4):82?86. CHEN Kai,ZHANG Ning,HUANG Wei.Considering of the application research of indirect left turn with u?turn at intersection[J].Journal of Transportation Engineering and Information,2006,4(4):82?86.
[5]  翟忠民.道路交通组织优化[M].北京:人民交通出版社,2004.
[6]  District Access Management Task Team.Median handbook version 1.1[M].Tallahassee:Florida Department of Transportation,2002.
[7]  Committee on Access Management.Access management manual[M].Washington DC:Transportation Research Board,2003.
[8]  Zhou H G,Lu J J,Wright J E.Optimal location of u?turn median openings on roadways[C]// TRB.Transportation Research Board 1847.Washington DC:TRB,2003:36?41.
[9]  张宁,陈恺,高朝晖,等.基于微观仿真的远引掉头选址规划方法[J].交通运输工程学报,2008,8(1):78?82. ZHANG Ning,CHEN Kai,GAO Zhao?hui,et al.Site planning of u?turn followed by right?turn based on microsimulation[J].Journal of Traffic and Transportation Engineering,2008,8(1):78?82.
[10]  Zhang N,Qian Z D,Zhuo X,et al.Analysis of traffic features in vehicle access roads to large public buildings in the urban area[C]//SATC.Proceedings of the 26th Annual Southern African Transport Conference.Pretoria:Document Transformation Technologies,2007:785?793.
[11]  Transportation Research Board.Highway capacity manual 2000[M].Washington DC:National Academy of Sciences,2000.
[12]  Yang X K.CORSIM?based simulation approach to evaluation of direct left turn vs,right turn plus u?turn from driveways[D].Tampa:University of South Florida,2001.
[13]  陈恺.基于微观仿真的平交路口远引掉头研究[D].南京:东南大学,2007.
[14]  徐良杰,王炜.信号交叉口左转非机动车影响分析[J].中国公路学报,2006,19(1):89?92. XU Liang?jie,WANG Wei.Analysis of influence of left?turn non?motors in signalized intersection[J].China Journal of Highway and Transport,2006,19(1):89?92.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133