A proposal of methodology to analyze platoon dispersion at signalized crosswalk considering pedestrian demand and crosswalk length

  • Chu Tien Dung

    Vietnam – Japan Research and Development Center (Vijard), University of Transport and Communications, No 3 Cau Giay Street, Hanoi, Vietnam.
Email: dungchu@utc.edu.vn
Từ khóa: Pedestrian platoon, dispersion, dispersion ratio, pedestrian demand, crosswalk length

Tóm tắt

Understanding pedestrian platoon dispersion at signalized crosswalk is essential not only for improving pedestrian safety but also for estimating pedestrian crossing time requirement. This paper proposed platoon dispersion ratio (PDR) as an index to analyse the effects pedestrian demand and crosswalk length upon pedestrian platoon dispersion at signalized crosswalk. The result shows that the heavier pedestrian demand usually corresponds to greater platoon dispersion. Regarding the influence of crosswalk length, it is revealed that the dispersion tends to increase as the crosswalk length increases

Tài liệu tham khảo

[1] Traffic Safety Basic Facts – Pedestrians. European Road Safety Observatory, 2018
[2] Traffic Bureau, Japan National Police Agency: Statistics of Traffic Accidents, 2019.
[3] Highway Capacity Manual (HCM), National Research Council, Washington, D.C., USA, 2010
[4] Japan Society of Traffic Engineers, Manual of Traffic Signal Control. Tokyo, Japan, 2006.
[5] V. Thamizh Arasan, Shiraj Hussain Kashani, Modeling Platoon Dispersal Pattern of Heterogeneous Road Traffic, CD-ROM, Presented at TRB 2003 Annual Meeting
[6] M. R. Virkler, Signal Coordination benefits for pedestrians,Transportation Research Record, 1636 (1998) 77–82. https://doi.org/10.3141/1636-12
[7] M. R. Virkler, Scramble and Crosswalk Signal Timing, Transportation Research Record, 1636 (1998) 83-87. https://doi.org/10.3141/1636-13
[8] Japan Society of Traffic Engineers, Manual of Traffic Signal Control. Tokyo, Japan, 2006.
[9] A. Forde, J. Daniel, Performance evaluation of the HCM 2010 platoon dispersion model under midblock pedestrian and truck traffic friction conditions, Journal of traffic and transportation engineering (English edition), 4 (2017), 522-534. https://doi.org/10.1016/j.jtte.2017.04.003
[10] K. Suzuki, H. Nakamura, TrafficAnalyzer - The Integrated Video Image Processing System for Traffic Flow Analysis, CD-ROM. Presented at 13th World Congress on Intelligent Transportation Systems, 8 pages, London, 2006.
[11] W.K. Alhajyaseen, M. Li, H. Nakamura, W. Daamen, Effectiveness of Signal Coordination for Pedestrian Flows Considering Bi-directional Flow Impacts, Asian Transport Studies, 2 (2013) 223-238. https://doi.org/10.11175/eastsats.2.223

Tải xuống

Chưa có dữ liệu thống kê
Nhận bài
27/09/2019
Nhận bài sửa
22/11/2019
Chấp nhận đăng
30/11/2019
Xuất bản
31/01/2020
Chuyên mục
Công trình khoa học
Số lần xem tóm tắt
214
Số lần xem bài báo
220