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2010HCM交织区通行能力分析方法适用性研究

, PP. 118-123

Keywords: 交通工程,交织区,定性和定量分析,交织速度,非交织速度,通行能力

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Abstract:

首先以相同数据分别定量分析了2000版和2010版美国《道路通行能力手册》中交织区通行能力分析方法中的交织速度和非交织速度计算模型,设计了不同交织区交通运行的组合条件,对2010版交织区速度计算模型进行了定性分析。认为2010版美国《道路通行能力手册》对非交织车流运行速度计算存在重复折减,致使非交织车流运行速度预测过低,交织车流运行速度大于非交织车流运行速度,与实测运行特性不相符。在此基础上,对2010版交织区通行能力分析速度计算模型进行了探讨和改进,选取天津市卫昆立交桥交织区作为调查对象,开展了交织区交通流运行状态调查,并从定量和定性两方面对改进模型进行了效果分析。结果表明改进模型在预测精度和特性描述上均有所提升。

References

[1]  任福田,刘小明,荣建. 交通工程学[M]. 北京:人民交通出版社,2008:140-141. REN Fu-tian, LIU Xiao-ming, RONG Jian. Traffic Engineering[M]. Beijing: China Communications Press,2008:140-141.
[2]  LERTWORAWANICH P, ELEFTERIADOU L. A Methodology for Estimating Capacity at Ramp Weaves Based on Gap Acceptance and Linear Optimization[J]. Transportation Research Part B: Methodological, 2003, 37(5): 459-483.
[3]  LERTWORAWANICH P, ELEFTERIADOU L. Generalized Capacity Estimation Model for Weaving Areas[J]. Journal of Transportation Engineering,2007,133(3):166-179.
[4]  ROESS R P, ULERIO J M. Weaving Area Analysis in Year 2000 Highway Capacity Manual[J]. Transportation Research Record,2000,1710: 145-153.
[5]  AWAD W H,Estimating Traffic Capacity for Weaving Segments Using Neural Networks Technique[J]. Applied Soft Computing, 2004,4(4): 395-404.
[6]  ZAREAN M, NEMETH Z A.WEASIM: A Microscopic Simulation Model of Freeway Weaving Sections[J].Transportation Research Record,1988,1194: 48-54.
[7]  SKABARDONIS A,CASSIDY M,MAY A D, et al. Application of Simulation to Evaluate the Operation of Major Freeway Weaving Sections[J]. Transportation Research Record, 1898,1225: 91-98.
[8]  OSTROM B, LEIMAN L, MAY A D. Suggested Procedures for Analyzing freeway Weaving Sections[J]. Transportation Research Record, 1993, 1398: 42-48.
[9]  SKABARDONIS A, KIM A. Weaving Analysis, Evaluation and Refinement[R]. Berkeley: University of California, 2010: 1-70.
[10]  Transportation Research Board. Highway Capacity Manual 1985[M]. Washington, D.C.: Transportation Research Board, 1985.
[11]  Transportation Research Board. Highway Capacity Manual 2000[M]. Washington, D.C.: Transportation Research Board,2000.
[12]  Transportation Research Board. Highway Capacity Manual 2010[M]. Washington, D.C.: Transportation Research Board, 2010.
[13]  陈金川. 道路交织区通行能力研究[D]. 北京:北京工业大学,2000. CHEN Jian-chuan. Research on Capacity of Road Weaving Sections[D]. Beijing: Beijing University of Technology, 2000.
[14]  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):89-91. CHEN Xiao-hong, XIAO Hai-feng. Micro-simulation Study of the Characteristics of Waving Area [J]. China Journal of Highway and Transport, 2001, 14 (S1):89-91.
[15]  周建,邵长桥,荣建. 城市互通立交桥区通行能力的仿真研究[J]. 道路交通与安全, 2007, (2):36-41. ZHOU Jian, SHAO Chang-qiao, RONG Jian. Capacity Analysis of Urban Interchange Using Simulation Method [J]. Road Traffic & Safety, 2007 (2):36-41.
[16]  臧晓冬. 城市快速路互通立交交织区运行速度模型研究[J].中外公路, 2011, 31(1): 236-238. ZANG Xiano-dong. Research of Travel Speed Model of Weaving Area at Urban Expressway Interchanges [J]. Journal of China & Foreign Highway, 2011,31(1):236-238.
[17]  钟连德,荣建, 孙小端, 等. 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. ZHONG Lian-de, RONG Jian, SUN Xiao-duan, et al. Expressway Weaving Area Operation Analysis[J]. Journal of Beijing University of Technology, 2006,32(10): 907-912.

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