|
OALib Journal期刊
ISSN: 2333-9721
费用：99美元
|
|
|
|
车辆排队间距对交叉口通行能力的影响
, PP. 112-115
Keywords: 交通工程,队列模型,运动学方程,信号交叉口通行能力,间距
Abstract:
对交叉口车辆队列的启动离去过程建立运动学方程,研究交叉口等待车辆的车间距与通过时间的相互关系,进一步分析影响交叉口通行能力的其他因素。分析发现车辆队列的间距过小或过大均可导致交叉口通行能力下降。最后,通过理论分析和仿真试验表明,当间距在4~8m之间时,可有效降低等待队列长度及车辆通过交叉口的启动延时时间,从而最大可能提高交叉口通行能力。
| [1] | Transportation Research Board.Highway Capacity Manual 2000
|
| [2] | [J].同济大学学报:自然科学版,2006,34(6):738-743.YANG Xiaoguang,ZHUANG Bin,LI Keping.Analysis of Satttration Flow Rate and Delay at Signalized Intersection
|
| [3] | [J].Journal of Tungji University:Natural Science Edition,2006,34 (6):738-743.
|
| [4] | 邵长桥,杜晓辉,李光芹.信号交叉口排队离散车头时距统计分析
|
| [5] | [J].公路交通科技,2003,20(4):76-79.SHAO Changqiao,DU Xiaohni,LI Guangqin.Queuing Vehicle Headway Statistic Analysis at Signalized Intersection
|
| [6] | [J].Journal of Highway and Transportation Research and Development,2003,20 (4):76-79.
|
| [7] | TANGA T Q,HUANGB B H J,GAOC Z Y,et al.Interactions of Waves in the Speed-gradient Traffic Flow Model
|
| [8] | [J].Physica A,2007,380:481-489.
|
| [9] | JIANG R,WU Q S,ZHU Z J.A New Continuum Model for Traffic Flow and Numerical Tests
|
| [10] | [J].Transportation Research Part B,2002,36:405-419.
|
| [11] | TANAKA K,NAGAIR,NAGATANIT.Traffic Jam and Discontinuity Induced by Slowdown in Two-stage Optimal-velocity Model
|
| [12] | [J].Physica A,2006,370:756-768.
|
| [13] | 王昊,王炜,陈峻.非信号控制交叉口通行能力及延误特性
|
| [14] | [J].华中科技大学学报:自然科学版,2007,35(1):114-117.WANG Hao,WANG Wei,CHEN Jun.Capacity and Delay Performance of Unsignalized Intersection
|
| [15] | [J].Journal of Huazhong University of Science & Technology:Nature Science Edition,2007,35 (1):114-117.
|
| [16] | 王炜.道路平面交叉口通行能力的延误分析法
|
| [17] | [J].中国公路学报,1998(增刊):62-67.WANG Wei.Analysis Method for Capacity of Road Junctions Based on the Delay-curve
|
| [18] | [J].China Journal of Highway and Transport,1998 (sup):62-67.
|
| [19] | 周伟,王秉纲.路段通行能力的理论探讨
|
| [20] | [J].交通运输工程学报,2001,1(2):92-98.ZHOU Wei,WANG Binggang.Theoretical Study about Road Section Capacity
|
| [21] | [J].Journal of Traffic and Transportation Engineering,2001,1 (2):92-98.
|
| [22] | [M].Washington D.C.:National Research Council,2000.
|
| [23] | BRILON W,WU N.Delays at Fixed-time Traffic Signals under Time Dependent Traffic Conditions
|
| [24] | [J].Traffic Engineering and Control,1990,31 (12):623-631.
|
| [25] | AKCELIK R.Traffic Signals:Capacity and Tuning Analysis
|
| [26] | [R].Melbourne:Australiun Road Research Board,1981.
|
| [27] | 袁晶矜,袁振洲.信号交叉口通行能力计算方法的比较分析
|
| [28] | [J].公路交通技术,2006(5):123-128.YUAN Jingjin,YUAN Zhenzhou.Comparison Analysis of Calculation Methods for Traffic Capacity at Signal Junction
|
| [29] | [J].Technology of Highway and Transport,2006 (5):123-128.
|
| [30] | 杨晓光,庄斌,李克平.信号交叉口饱和流率和启动延误的影响分析
|
Full-Text
|
|
Contact Us
service@oalib.com QQ:3279437679 
WhatsApp +8615387084133
|
|
