|Table of Contents|

[1] Cheng Lanxing, Qian Zhendong, Luo Sida, Li Juchen, et al. Optimization of lane assignmentfor signalized T-intersection based on VISSIM [J]. Journal of Southeast University (English Edition), 2018, 34 (1): 112-119. [doi:10.3969/j.issn.1003-7985.2018.01.016]
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Optimization of lane assignmentfor signalized T-intersection based on VISSIM()
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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
34
Issue:
2018 1
Page:
112-119
Research Field:
Traffic and Transportation Engineering
Publishing date:
2018-03-20

Info

Title:
Optimization of lane assignmentfor signalized T-intersection based on VISSIM
Author(s):
Cheng Lanxing1 Qian Zhendong1 Luo Sida2 Li Juchen3
1Intelligent Transportation System Research Centre, Southeast University, Nanjing 210096, China
2Department of Civil and Environmental Engineering, Northwestern University, Evanston 60208, USA
3School of Transportation, Southeast University, Nanjing 210096, China
Keywords:
delay T-intersection tandem design traffic flow turning proportion
PACS:
U491.51
DOI:
10.3969/j.issn.1003-7985.2018.01.016
Abstract:
In order to improve the performance of the signalized intersection, an unconventional scheme tandem design(TD)is proposed. A simulation experiment is conducted to evaluate the capacity and delay under the unconventional scheme and two conventional lane assignment schemes. First, the VISSIM is employed as microsimulation to obtain the delay of different designs at signalized T-intersections under different conditions of traffic flow and turning proportion. Secondly, a method based on discriminant analysis(DA)is proposed to determine the best design scheme using the flow and turning proportion as inputs. Finally, a case study in Changsha city, China is used to demonstrate the efficiency and accuracy of these findings. The results indicate that the traffic flow and turning proportion are the crucial factors in scheme selection of lane assignment. Different from the previous research, the TD has better performance over various traffic flow levels. Furthermore, a proper proportion of left turns makes TD an outstanding option, which can reduce the delay and decrease the average number of stops and queue length significantly. However, the proportion should not be too high or too low. The research results can help practitioners obtain a quantitative view of appropriate design schemes at signalized intersections when trying to relieve traffic congestion according to different traffic conditions.

References:

[1] Gayah V V, Guler S I, Gu W H. On the impact of obstructions on the capacity of nearby signalised intersections [J]. Transportmetrica B:Transport Dynamics, 2016, 4(1):48-67. DOI:10.1080/21680566.2015.1052111.
[2] Xuan Y. Increasing the flow capacity of signalized intersections with pre-signals: Theory and case study [D]. Berkeley: Engineering-Civil and Enviromental Engineering, University of California at Berkeley, 2011.
[3] Ma W, Xie H, Liu Y, et al. Coordinated optimization of signal timings for intersection approach with presignals [J]. Transportation Research Record, 2013, 2355:93-104. DOI:10.3141/2355-10.
[4] Yan C, Jiang H, Xie S. Capacity optimization of an isolated intersection under the phase swap sorting strategy [J].Transportation Research Part B:Methodological, 2014, 60:85-106. DOI:10.1016/j.trb.2013.12.001.
[5] Xuan Y G, Daganzo C F, Cassidy M J. Increasing the capacity of signalized intersections with separate left turn phases [J]. Transportation Research Part B:Methodological, 2011, 45(5):769-781. DOI:10.1016/j.trb.2011.02.009.
[6] Zhou Y P, Zhuang H B. The optimization of lane assignment and signal timing at the tandem intersection with pre-signal [J]. Journal of Advanced Transportation, 2014, 48(4):362-376. DOI:10.1002/atr.1222.
[7] Vieira A, Dias L S, Pereira G B, et al. Micro simulation to evaluate the impact of introducing pre-signals in traffic intersections [C]//International Conference on Computational Science and ITS Applications Iccsa. Guimarães, Portugal, 2014:722-745.
[8] Xie H, Ma W. Simulation-based study on a pre-signal control system at isolated intersection with separate left turn phase [C]//IEEE International Conference on Networking, Sensing and Control. Beijing, China, 2012:103-106. DOI: 10.1109/ICNSC.2012.6204899.
[9] Cai Z Y, Xiong M C, Ma D F, et al. Traffic design and signal timing of staggered intersections based on a sorting strategy [J]. Advances in Mechanical Engineering, 2016, 8(4):1-9. DOI:10.1177/1687814016641292.
[10] Su P, Jiang X M, Jagannathan R, et al. Dynamic lane grouping at signalized intersections: Selecting the candidates and evaluating performance [J]. ITE Journal, 2015, 85(11):42-47.
[11] Xuan Y, Gayah V, Cassidy M, et al. Presignal used to increase bus- and car-carrying capacity at intersections [J]. Transportation Research Record, 2012, 2315:191-196. DOI:10.3141/2315-20.
[12] Li Y, Li K, Tao S, et al. Optimization of the design of pre-signal system using improved cellular automaton [J]. Computational Intelligence & Neuroscience, 2014, 2014:926371. DOI:10.1155/2014/926371.
[13] Skabardonis A, Dowling R, Kiattikomol V, et al. Developing improved truck passenger car equivalent values at signalized intersections [J]. Transportation Research Record, 2014, 2461:121-128.DOI: 10.3141/2461-15.

Memo

Memo:
Biographies: Cheng Lanxing(1993—), female, graduate; Qian Zhendong(corresponding author), female, doctor, professor, qianzd@seu.edu.cn.
Citation: Cheng Lanxing, Qian Zhendong, Luo Sida, et al. Optimization of lane assignment for signalized T-intersection based on VISSIM[J].Journal of Southeast University(English Edition), 2018, 34(1):112-119.DOI:10.3969/j.issn.1003-7985.2018.01.016.
Last Update: 2018-03-20