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交织区长度对车道变换频率的影响 被引量:5

Impacts of Weaving Length on Change-Lane Frequencies
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摘要 交织区长度是影响交织区运行特性的重要参数,影响着交织车辆进行车道变换的紊动程度。找出了车道变换频率与其相应产生的车道变换长度的一一对应关系,定义了车道变换长度随机变量,通过分析给定交织区车道变换长度的统计分布来反映交织操作车道变换的频度。在其他因素不变的条件下,运用动力学理论、概率论等方法定量分析了交织区长度对车道变换产生的影响。 A numerical analysis of impact of weaving length on change-lane frequencies within a weaving area is deemed challenging. This paper identifies a corresponding relationship between change-lane frequencies and the cumulative probabilities of change-lane lengths by introducing random variables of change-lane lengths. Through a statistical study of change-lane lengths within a Type A weaving area, the cumulative probability of change-lane lengths is obtained, and thus the impact of weaving length on change-lane activities within the weaving area is quantified, The study lays a theoretical basis for design of weaving areas and for further research on their operational characteristics.
作者 张琨 裴玉龙
出处 《城市交通》 2007年第6期23-25,43,共4页 Urban Transport of China
基金 国家自然科学基金(50578056) 黑龙江省科技攻关计划项目(GB05D301-2)。
关键词 交织区长度 车道变换 车道变换长度 累积分布 length of weaving area change lanes length for change lanes cumulative distribution
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参考文献1

  • 1[4]Ponlathep L.Capacity Estimation for Weaving Areas Based on Gap Acceptance and Linear Optimization[D].Philadelphia:Pennsylvania State University,2003

同被引文献22

  • 1陈小鸿,肖海峰.交织区交通特性的微观仿真研究[J].中国公路学报,2001,14(z1):88-91. 被引量:40
  • 2蔡军.转向比例与合理干路网密度研究[J].城市交通,2005,3(4):54-58. 被引量:18
  • 3钟连德,荣建,孙小端,任福田.快速路交织区运行分析研究[J].北京工业大学学报,2006,32(10):907-912. 被引量:7
  • 4郑卫国,余万,林克美.城市主干道交叉口连续交通仿真分析[J].中国市政工程,2007(3):4-5. 被引量:4
  • 5JTGD20-2006公路路线设计规范[S].北京:人民交通出版社,2006.
  • 6JIANG RUI, WU QING-SONG, ZHU ZUO-JIN. A new continuum model for traffic flow and numerical tests [ J]. Transportation Research Part B: Methodological, 2002, 36(5) : 405 - 419.
  • 7LEE H Y, LEE H W, KIM D. Origin of synchronized traffic flow on highway and its dynamic phase transitions[ J]. Physics Review Letters, 1998, 81(5) : 1130 - 1133.
  • 8HELBING D, TREIBER M. Critical discussion of syncronized flow [ J]. Cooperative Transportation Dynamics, 2002, 35 (1) : 1 - 24.
  • 9KEENER B S. Three-phase traffic theory and highway capacity[ J]. Physica A, 2004, 333:379 -440.
  • 10Transportation Research Board . Highway Capacity Manual [ M ] . Washington, DC: National Research Council, TRB, 2000.

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