[1]边扬,王炜,陆建.人行道行人服务水平评价方法[J].东南大学学报(自然科学版),2007,37(4):695-699.[doi:10.3969/j.issn.1001-0505.2007.04.030]
　Bian Yang,Wang Wei,Lu Jian.Pedestrian level of service for sidewalks[J].Journal of Southeast University (Natural Science Edition),2007,37(4):695-699.[doi:10.3969/j.issn.1001-0505.2007.04.030]
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人行道行人服务水平评价方法()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
37
期数:
2007年第4期
页码:
695-699
栏目:
交通运输工程
出版日期:
2007-07-20

文章信息/Info

Title:
Pedestrian level of service for sidewalks
作者:
边扬;  王炜;  陆建
东南大学交通学院, 南京 210096
Author(s):
Bian Yang;  Wang Wei;  Lu Jian
School of Transportation, Southeast University, Nanjing 210096, China
关键词:
人行道;  行人服务水平;  行人舒适和安全感;  简单回归模型;  组合模型
Keywords:
sidewalk;  pedestrian level of service;  pedestrian comfort and sense of safety;  simple regression model;  combined model
分类号:
U491
DOI:
10.3969/j.issn.1001-0505.2007.04.030
摘要:
从行人步行的舒适度和安全感出发,研究典型城市道路两侧人行道的行人服务水平评价方法.调查了9条具有代表性的道路路段的几何特征及交通流特征,并采用路边询问法开展了行人问卷调查.基于调查数据,运用Pearson相关分析得到人行道行人服务水平的主要影响因素为:机非分隔带宽度、非机动车道宽度、绿化带(设施带)宽度、人行道宽度、机动车交通量、非机动车交通量、行人流率及人行道上障碍物分布状况.利用多元逐步回归分析方法,建立了人行道行人服务水平简单回归模型及组合模型形式.
Abstract:
The pedestrian level of service for sidewalks is studied from the angle of pedestrians’ comfort and the sense of safety. The geometrical and operational characteristics of nine typical roadway segments were collected, and at the same time pedestrian questionnaire survey was carried out through intercept survey method. Based on the survey data and Pearson correlation analysis, it is believed that the main influential factors of pedestrian level of service include width of dividing strip between motor vehicle lanes and non-motorized vehicle lane, width of non-motorized vehicle lane, width of landscaped strip(or device strip), width of sidewalk, motor vehicle volume, non-motorized vehicle volume, pedestrian flow rate and obstruction. A practical regression model and a combined pedestrian level of service model form are developed by multiple step-wise regression analysis.

参考文献/References:

[1] Fruin John J. Pedestrian planning and design [M].New York:Metropolitan Association of Urban Designers and Environmental Planners,Inc,1971:71-84.
[2] Transportation Research Board.Highway capacity manual [R].Washington,DC:National Research Council,1994.
[3] Lautso Kari,Murole Pentti.A study of pedestrian traffic in Helsinki:methods and results [J].Traffic Engineering and Control,1974,15(9):446-449.
[4] Dixon Linda B.Bicycle and pedestrian level-of-service performance measures and standards for interrupted-flow pedestrian facilities in highway capacity manual 2000 [C] //Transportation Research Record 1538.Washington,DC:National Research Council,1996:1-9.
[5] Landis B W,Vattikuti V R,Ottenberg R M,et al.Modeling the roadside walking environment:a pedestrian level of service[C] //Transportation Research Record 1773.Washington,DC:National Research Council,2001:82-88.
[6] Steiner R L,Landis B W,Miller D W.Refinement of the roadway segment level of service [C] //Transportation Research Board.Washington,DC:National Research Council,2002.
[7] Petritsch T A,Landis B W,Mcleod H F,et al.Pedestrian level of service model for urban arterial facilities with sidewalks [C] //Transportation Research Board.Washington,DC:National Research Council,2006.
[8] Muraleetharan T,Adachi T,Hagiwara T,et al.Evaluation of pedestrian level-of-service on sidewalk and crosswalks using conjoint analysis [C] //Transportation Research Board.Washington,DC:National Research Council,2004.
[9] Muraleetharan T,Adachi T,Hagiwara T,et al.Method to determine overall level-of-service of pedestrians on sidewalks and crosswalks based on total utility value [C] //Transportation Research Board.Washington,DC:National Research Council,2004.
[10] 中国公路学会《交通工程手册》编委会.交通工程手册[M].北京:人民交通出版社,1998.

备注/Memo

备注/Memo:
基金项目: 教育部科学技术研究资助项目(105086)、江苏省自然科学基金资助项目(BK2005205).
作者简介: 边扬(1980—),女,博士生; 王炜(联系人),男,博士,教授,博士生导师, wangwei@seu.edu.cn.
更新日期/Last Update: 2007-07-20