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Reversible Lane Optimization of the Urban Road Network Considering Adjustment Time Constraints

Author

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  • Jianrong Cai

    (School of Civil Engineering, Hunan City University, Yiyang 413000, China)

  • Zhixue Li

    (School of Civil Engineering, Hunan City University, Yiyang 413000, China
    School of Transportation Engineering, Changsha University of Science and Technology, Changsha 410114, China)

  • Yinghong Xiao

    (Hunan Provincial Communications Planning, Surevey & Design Instititute Co., Ltd., Changsha 410114, China)

  • Zhaoming Zhou

    (School of Civil Engineering, Hunan City University, Yiyang 413000, China
    School of Transportation Engineering, Changsha University of Science and Technology, Changsha 410114, China)

  • Qiong Long

    (School of Civil Engineering, Hunan City University, Yiyang 413000, China)

  • Jie Yu

    (School of Civil Engineering, Hunan City University, Yiyang 413000, China)

  • Jinfan Zhang

    (School of Civil Engineering, Hunan City University, Yiyang 413000, China
    School of Transportation Engineering, Changsha University of Science and Technology, Changsha 410114, China)

  • Lei Zhang

    (School of Civil Engineering, Hunan City University, Yiyang 413000, China)

Abstract

Reversible lanes constitute an important solutions for sustainable transportation, with the aim to solve the practical problem of reversible lane optimization of urban road networks constrained by adjustment time. Considering the relationship between the number of lanes and the capacity of sections, a mixed-integer bilevel programming model of reversible lane optimization constrained by adjustment time is constructed in order to minimize the total travel time of the system. The results show that the model can effectively obtain the optimal strategy for any number of reversible sections subject to adjustment time constraints. With the increase of the number of reversible sections that can be optimized within the adjustment time, the cumulative reduced system time increases monotonically and the road network optimization effect improves, but as a whole, the optimization effect of the newly added reversible sections in each stage shows a decreasing trend. When the number of reversible sections that can be optimized within the adjustment time reaches a certain number, increasing the number of reversible sections will have a limited further effect on the overall system. For the reversible lane optimization problem of urban road networks, only efficient reversible sections need to be optimized to achieve a good optimization effect.

Suggested Citation

  • Jianrong Cai & Zhixue Li & Yinghong Xiao & Zhaoming Zhou & Qiong Long & Jie Yu & Jinfan Zhang & Lei Zhang, 2023. "Reversible Lane Optimization of the Urban Road Network Considering Adjustment Time Constraints," Sustainability, MDPI, vol. 15(2), pages 1-11, January.
    • Handle: RePEc:gam:jsusta:v:15:y:2023:i:2:p:1381-:d:1032339
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    References listed on IDEAS

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    1. Wong, C. K. & Wong, S. C., 2003. "Lane-based optimization of signal timings for isolated junctions," Transportation Research Part B: Methodological, Elsevier, vol. 37(1), pages 63-84, January.
    2. Di, Zhen & Yang, Lixing, 2020. "Reversible lane network design for maximizing the coupling measure between demand structure and network structure," Transportation Research Part E: Logistics and Transportation Review, Elsevier, vol. 141(C).
    3. Sheu, Jiuh-Biing & Ritchie, Stephen G., 2001. "Stochastic modeling and real-time prediction of vehicular lane-changing behavior," Transportation Research Part B: Methodological, Elsevier, vol. 35(7), pages 695-716, August.
    4. Dante Pérez-Méndez & Carlos Gershenson & María Elena Lárraga & José L Mateos, 2021. "Modeling adaptive reversible lanes: A cellular automata approach," PLOS ONE, Public Library of Science, vol. 16(1), pages 1-16, January.
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