Signal Coordination Benefits for Pedestrians

Author:

Virkler Mark R.1

Affiliation:

1. Department of Civil Engineering, College of Engineering, University of Missouri-Columbia, Columbia, MO 65211

Abstract

The potential benefits of reducing pedestrian delay through signal coordination are examined through field data from 10 intersection approaches. The approaches had cycle lengths ranging from 60 to 90 s, walking lengths from the upstream signals ranging from 87 to 105 m, and varying levels of midblock traffic generation. Significant platooning of pedestrians, due to upstream signals, was found on the approaches. This pedestrian platooning could greatly increase or decrease pedestrian delay at the downstream signals, depending on the signal coordination plan. For low green times, the effect of pedestrian platooning on delay was found to be greater than that generally recognized for the automobile mode. Three techniques are described for determining appropriate signal offsets to benefit pedestrians. The first two techniques use average speed and would benefit pedestrians who have speeds that are equal to or greater than the average speed. The third technique determines the delay to be expected from any offset and can, therefore, be helpful in making trade-offs between pedestrian and vehicular delay.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference4 articles.

Cited by 9 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Empirical Study on Pedestrian Signal Design and Compliance in the State of Qatar;International Journal of Civil Engineering;2019-07-26

2. Design and Control for Interrupted Traffic Flow through Intersections;Traffic Engineering Handbook;2016-02-19

3. Multiattribute Decision-Making Methods for Optimal Selection of Traffic Signal Control Parameters in Multimodal Analysis;Transportation Research Record: Journal of the Transportation Research Board;2014-01

4. Multiobjective Optimization of Signal Timings for Two-Stage, Midblock Pedestrian Crosswalk;Transportation Research Record: Journal of the Transportation Research Board;2011-01

5. Validation of HCM Pedestrian Delay Model for Interrupted Facilities;Journal of Transportation Engineering;2005-12

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3