异构交通条件下信号交叉口行人过街设施服务水平分析

IF 0.2 Q4 MULTIDISCIPLINARY SCIENCES Suranaree Journal of Science and Technology Pub Date : 2023-10-09 DOI:10.55766/sujst-2023-04-e0143
Seelam Srikanth, Ramireddy Sushmitha, Sanikommu Venkata Garata Reddy, Ekkaluri Sanjeeva
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引用次数: 0

摘要

在设计道路设施时,必须高度重视人行横道,因为人行横道是行人与车辆直接互动的场所。本研究旨在确定异质性交通条件下信号交叉口人行横道设施为行人提供的行人感知值(PV)和服务水平(LOS)。为此,选取了6个信号交叉口的24条人行横道,其中16个人行横道位置用于模型开发,8个人行横道位置用于模型验证。采用问卷调查法收集行人感知价值,采用录像调查法收集交通数据。本研究考虑的参数有:行人数量、行人过人行横道所需时间、人行横道长度、行人过马路速度、车辆数量和转弯动作。本研究提出了一种基于感知值(PV)的数学模型来评估城市信号交叉口人行横道的目标值。研究结果有助于提高人行横道上行人的安全性和舒适性。
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LEVEL OF SERVICE ANALYSIS OF PEDESTRIAN CROSSING FACILITIES AT SIGNALIZED INTERSECTIONS UNDER HETEROGENEOUS TRAFFIC CONDITIONS
While designing roadway facilities the pedestrian crosswalks must be given high importance, because these are the locations where pedestrians interact with vehicular traffic directly. This study aims to determine Pedestrian Perception values (PV) and assess the Level of Service (LOS) for crosswalk facilities provided for pedestrians at signalized intersections in heterogeneous traffic conditions. For this purpose, 24 crosswalks of six signalized intersections were chosen: 16 crosswalk locations were used for model development and eight crosswalk locations were used for model validation. The perception value of pedestrians was collected by conducting a questionnaire survey and traffic data was collected using a videographic survey. The parameters considered for the present study are: pedestrian volume, time is taken by the pedestrian to cross the crosswalk, length of crosswalk, pedestrian crossing speed, vehicular volume, and turning movements. The present research work proposed a mathematical model for Perception Value (PV) to assess the LOS of crosswalks of signalized intersections in urban areas. The results of the study are helpful in enhancing pedestrian safety and comfort at crosswalks.
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来源期刊
Suranaree Journal of Science and Technology
Suranaree Journal of Science and Technology MULTIDISCIPLINARY SCIENCES-
CiteScore
0.30
自引率
50.00%
发文量
0
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