简介概要

城市无信号控制路段非机动车过街延误分析

来源期刊:中南大学学报(自然科学版)2012年第11期

论文作者:郑长江 张晓磊 李悦 吴金花 左波祥

文章页码:4542 - 4546

关键词:非机动车过街;人行横道;无信号控制;安全间隙;延误

Key words:non-motor vehicles crossing; crosswalks; non-signalized controlled segment; acceptance gap; delay

摘    要:通过对城市无信号控制路段人行横道的机动车和非机动车的过街交通特征的分析,提出非机动车过街的可穿越间隙计算方法,分别对非机动车过街一次穿越1条车道和一次穿越多条车道出现可穿越间隙下的2种情况进行分析,并运用所提可穿越间隙的计算方法,推算出非机动车过街平均延误。经过实地调查及计算结果分析,验证非机动车过街平均延误计算方法的科学性。并将人行横道非机动车和行人的过街延误进行比较。结果表明,非机动车过街延误是人行横道处过街总延误的重要组成部分。

Abstract: By analyzing the moving feature of crossing of motor vehicles and non-motor vehicles in non-signalized segment crosswalks, the calculation method of acceptance gap through which non-motor vehicles may cross motor vehicle flow was proposed, and the average delays under two different conditions were analyzed further: one condition was that non-motor vehicle crossed a lane once, and the other one was that non-motor vehicle crossed more than one lane once. After field survey and calculation, the accuracy of the proposed calculation method was verified. The delay of crossing the road of non-motor vehicles was compared with that of pedestrian. The results show that the delay of non-motor vehicles is a very important component of the total delay of crossing.

详情信息展示

城市无信号控制路段非机动车过街延误分析

郑长江1,张晓磊1, 2,李悦1,吴金花1,左波祥3

(1. 河海大学 土木与交通学院,江苏 南京,210098;
2. 73202部队,江苏 连云港,222200;
3. 中铁第一勘察设计院集团有限公司,陕西 西安,710043)

摘 要:通过对城市无信号控制路段人行横道的机动车和非机动车的过街交通特征的分析,提出非机动车过街的可穿越间隙计算方法,分别对非机动车过街一次穿越1条车道和一次穿越多条车道出现可穿越间隙下的2种情况进行分析,并运用所提可穿越间隙的计算方法,推算出非机动车过街平均延误。经过实地调查及计算结果分析,验证非机动车过街平均延误计算方法的科学性。并将人行横道非机动车和行人的过街延误进行比较。结果表明,非机动车过街延误是人行横道处过街总延误的重要组成部分。

关键词:非机动车过街;人行横道;无信号控制;安全间隙;延误

Analysis of delay of non-motor vehicles crossing in non-signalized controlled segment of urban road

ZHENG Chang-jiang1, ZHANG Xiao-lei1, LI Yue1, WU Jin-hua1, ZUO Bo-xiang3

(1. College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China;
2. Troop 73202, Lianyungang 222200, China;
3. China Railway First Survey and Design Institute Group Ltd, Xi’an710043, China)

Abstract:By analyzing the moving feature of crossing of motor vehicles and non-motor vehicles in non-signalized segment crosswalks, the calculation method of acceptance gap through which non-motor vehicles may cross motor vehicle flow was proposed, and the average delays under two different conditions were analyzed further: one condition was that non-motor vehicle crossed a lane once, and the other one was that non-motor vehicle crossed more than one lane once. After field survey and calculation, the accuracy of the proposed calculation method was verified. The delay of crossing the road of non-motor vehicles was compared with that of pedestrian. The results show that the delay of non-motor vehicles is a very important component of the total delay of crossing.

Key words:non-motor vehicles crossing; crosswalks; non-signalized controlled segment; acceptance gap; delay

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