Analysis of left-turn lane capacity under autonomous vehicle mixed flow considering the influence of pedestrian volume and crosswalk length

被引:0
|
作者
Zhang, Xin [1 ]
Wang, Yifei [1 ]
Nakamura, Hideki [1 ]
Liu, Kaixin [1 ]
机构
[1] Nagoya Univ, Grad Sch Environm Studies, Nagoya 4648603, Japan
来源
ASIAN TRANSPORT STUDIES | 2022年 / 8卷
关键词
Autonomous vehicle; Pedestrian; Capacity; Left-turn lane;
D O I
10.1016/j.eastsj.2022.100070
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
Conflicts between pedestrians and left-turning vehicles cause pedestrian safety hazards and decrease vehicle turning capacity at signalized intersections. This commonly occurs in Japan where they share the same traffic light phase. Road capacity is influenced by the interaction between them. Autonomous vehicles (AVs) promise to improve the safety and efficiency of road networks. However, they will face the same problems as human-driven vehicles with pedestrian avoidance. Thus, this study estimated the capacity of the left-turn lane, in Japan, under AV mixed flows taking into account AV penetration rates, pedestrian flow rates, and crosswalk length. The impact of AVs on capacity was analyzed with different settings for the critical gap between vehicles and pedestrians. It was found that if AVs comply perfectly with traffic law, the capacity of the left-turn lane sharply decreases, especially in the case of long crosswalks.
引用
收藏
页数:8
相关论文
共 24 条
  • [1] Left-turn phasing selection considering vehicle to vehicle and vehicle to pedestrian conflicts
    Kakan C.Dey
    Md Tawhidur Rahman
    Subasish Das
    Amrit Manova Williams
    Journal of Traffic and Transportation Engineering(English Edition), 2023, 10 (01) : 58 - 69
  • [2] Left-turn phasing selection considering vehicle to vehicle and vehicle to pedestrian conflicts
    Dey, Kakan C.
    Rahman, Md Tawhidur
    Das, Subasish
    Williams, Amrit Manova
    JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING-ENGLISH EDITION, 2023, 10 (01) : 58 - 69
  • [3] Saturation flow and capacity of shared permissive left-turn lane
    Lin, Feng-Bor
    Journal of Transportation Engineering, 1992, 118 (05) : 611 - 630
  • [4] SATURATION FLOW AND CAPACITY OF SHARED PERMISSIVE LEFT-TURN LANE
    LIN, FB
    JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 1992, 118 (05): : 611 - 630
  • [5] Efficiency and Safety Evaluation of Left-turn Vehicles and Crossing Pedestrians in Signalized Intersections under the Autonomous Vehicle Mixed Flow Condition
    Ang Pan
    Xin Zhang
    Miho Iryo-Asano
    Hideki Nakamura
    International Journal of Intelligent Transportation Systems Research, 2022, 20 : 103 - 116
  • [6] Efficiency and Safety Evaluation of Left-turn Vehicles and Crossing Pedestrians in Signalized Intersections under the Autonomous Vehicle Mixed Flow Condition
    Pan, Ang
    Zhang, Xin
    Iryo-Asano, Miho
    Nakamura, Hideki
    INTERNATIONAL JOURNAL OF INTELLIGENT TRANSPORTATION SYSTEMS RESEARCH, 2022, 20 (01) : 103 - 116
  • [7] Lane Utilization Analysis of Shared Left-turn Lane Based on Saturation Flow Rate Modeling
    Chen, Peng
    Nakamura, Hideki
    Asano, Miho
    8TH INTERNATIONAL CONFERENCE ON TRAFFIC AND TRANSPORTATION STUDIES (ICTTS), 2012, 43 : 178 - 191
  • [8] Stationary condition based performance analysis of the contraflow left-turn lane design considering the influence of the upstream intersection
    Wu, Jiaming
    Liu, Pan
    Zhou, Yang
    Yu, Hao
    TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES, 2021, 122
  • [9] Left-Turn Lane Capacity Estimation based on the Vehicle Yielding Maneuver Model to Pedestrians at Signalized Intersections
    Wang, Yifei
    Zhang, Xin
    Nakamura, Hideki
    SUSTAINABILITY, 2024, 16 (06)
  • [10] Analysis of Left-Turn Saturation Flow Rates and Capacity at Signalized Intersections
    Wang, Ming-Heng
    Benekohal, Rahim F.
    TRANSPORTATION RESEARCH RECORD, 2010, (2173) : 96 - 104