|Table of Contents|

Traffic organization simulation of expressway rebuilding project(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2012年04期
Page:
38-43
Research Field:
Publishing date:

Info

Title:
Traffic organization simulation of expressway rebuilding project
Author(s):
WEI Yong-qiu12 ZHAO Li-ping2 YUAN Chun-jian2 XU Mei-li2
1. Guangxi Xijiang Development & Investment Group Co Ltd, Nanning 530022, Guangxi, China; 2. Key Laboratory for Special Area Highway Engineering of the Ministry of Education, Chang'an University, Xi'an 710064, Shaanxi, China
Keywords:
road engineering expressway rebuilding project traffic capacity traffic organization simulation model
PACS:
U491
DOI:
-
Abstract:
To guarantee the traffic capacity during the expressway reconstruction, the research of traffic organization program was presented. Based on the modeling process, the road condition and traffic condition of simulation models were assumed by analyzing the factors of traffic organization and eliminating the muted ones. Taking Donggang expressway as an example, the simulation model of unidirectional traffic organization pattern was established. The effectiveness of the model was validated by comparing with simulation velocity and test velocity. Simulation results show that the smallest interval length between the two construction section should exceed 6 km. The upper gradual change section should be no less than 30 m whose buffer segment length should be from 300 to 500 m. The lower gradual change section should be also no less than 30 m whose buffer segment length should be from 100 to 200 m. According to current construction state and utilization status of traffic facility, the opening length of central space should be from 80 to 100 m. With the rise of distance between speed-limit sign and upper confluence, the travel speed increases at first and gradually decreases at last, the speed-limit sign set location should be proposed 800 m ahead of construction site. 5 tabs, 5 figs, 9 refs.

References:

[1] 张丰焰,周 伟.高速公路改扩建工程交通组织设计探讨[J].公路,2006(1):109-113. ZHANG Feng-yan,ZHOU Wei.Discussion about traffic operation design for reconstruction and expansion engineering of expressways[J].Highway,2006(1):109-113.(in Chinese)
[2]Chen H C,Schonfeld P.Work zone lengths for a four-lane road with an alternate route[R].Washington DC:Transportation Research Board,2003.
[3]Chien S,Schonfeld P.Optimal work zone lengths for four-lane highways[J].Journal of Transportation Engineering,2001,127(2):124-131.
[4] Byrd P S,Pesti G,Jessen D S,et al.Traffic flow characteristics of the late merge work zone control strategy[R].Washington DC:Transportation Research Board,1999.
[5] 徐美丽.高速公路改扩建施工区交通流组织研究[D].西安:长安大学,2011. XU Mei-li.Study on traffic organization in reconstruc-tion and extension work zone of expressway [D]. Xi'an: Chang'an University,2011.(in Chinese)
[6] 裴玉龙,张亚平.道路交通系统仿真[M].北京:人民交通出版社,2004. PEI Yu-long,ZHANG Ya-ping.Road traffic system simulation[M].Beijing: China Communication Press,2004.(in Chinese)
[7] 周茂松,吴 兵,盖松雪.高速公路养护维修作业区通行能力影响因素的微观仿真研究[J].交通与计算机,2004,22(6):54-57. ZHOU Mao-song,WU Bing,GAI Song-xue.Micro-simulation of factors affecting passing capacity in freeway maintenance work zones[J].Computer and Communications,2004,22(6):54-57.(in Chinese)
[8] 李永义.高速公路施工路段交通组织方案设计与评价研究[D].南京:东南大学,2006. LI Yong-yi.Study on traffic organization and project evaluation of expressway works sections[D]. Nanjing: Southeast University,2006.(in Chinese)
[9] 袁春建.高速公路养护区交通组织仿真研究[D].西安:长安大学,2009. YUAN Chun-jian.Research on traffic organization simulation of expressway work zone[D].Xi'an: Chang'an University,2009.(in Chinese)

Memo

Memo:
-
Last Update: 2012-08-30