A new delay function for signalised intersections

被引:0
|
作者
Mazloumi, Ehsan [1 ]
机构
[1] Monash Univ, Dept Civil Engn, Melbourne, Vic 3004, Australia
来源
ROAD & TRANSPORT RESEARCH | 2008年 / 17卷 / 03期
关键词
D O I
暂无
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
A major part of delay experienced by vehicles in street networks is caused by signals. Delay-estimation models have several applications ranging from analysing the performance of an intersection to finding the shortest path in traffic assignment models. However, Current delay-estimation models have complicated procedures for estimating the delay for different movements of each intersection approach. This complexity results in difficulties when considering signal delay in traffic assignment models. Using the data collected from five signalised intersections in the city of Tehran, Iran, the present Study Suggests two delay functions for signalised intersections. The first model considers traffic volume of each approach as the effective parameter for the delay at that approach. This structure is applicable for current traffic assignment models. The second model, which is calibrated separately for each movement of an intersection, suggests considering the conflicting traffic volumes to predict the delay in left turn movements, which is appropriate for analysing the performance of each movement of an intersection.
引用
收藏
页码:3 / 12
页数:10
相关论文
共 50 条
  • [31] An Extended Car-Following Model at Signalised Intersections
    Zhao, Hongxing
    He, Ruichun
    Ma, Andchangxi
    [J]. JOURNAL OF ADVANCED TRANSPORTATION, 2018,
  • [32] An optimised approach for saturation flow estimation of signalised intersections
    Mondal, Satyajit
    Arya, Vijai Kumar
    Gupta, Ankit
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-TRANSPORT, 2022, 175 (03) : 137 - 149
  • [33] The Effect of Countdown Timer on the Approach Speed at Signalised Intersections
    Devalla, Jeevitha
    Biswas, Sabyasachi
    Ghosh, Indrajit
    [J]. 6TH INTERNATIONAL CONFERENCE ON AMBIENT SYSTEMS, NETWORKS AND TECHNOLOGIES (ANT-2015), THE 5TH INTERNATIONAL CONFERENCE ON SUSTAINABLE ENERGY INFORMATION TECHNOLOGY (SEIT-2015), 2015, 52 : 920 - 925
  • [34] The influence of gradient on saturation flow rate at signalised intersections
    Bruwer, M. M.
    Bester, C. J.
    Viljoen, E. S.
    [J]. JOURNAL OF THE SOUTH AFRICAN INSTITUTION OF CIVIL ENGINEERING, 2019, 61 (02) : 21 - 27
  • [35] SOME FACTORS AFFECTING THE CAPACITY OF SIGNALISED INTERSECTIONS.
    Branston, David
    [J]. Traffic Engineering and Control, 1979, 20 (8-9): : 390 - 396
  • [36] Queue discharge flow and speed models for signalised intersections
    Akçelik, R
    Besley, M
    [J]. TRANSPORTATION AND TRAFFIC THEORY IN THE 21ST CENTURY, 2002, : 99 - 118
  • [37] HETEROGENEOUS PEDESTRIAN TRAFFIC FLOW MODELLING AT SIGNALISED INTERSECTIONS
    Zhang, Huifing
    Xi, Bangshun
    [J]. PROMET-TRAFFIC & TRANSPORTATION, 2022, 34 (02): : 165 - 177
  • [38] Effect of pavement condition and geometrics at signalised intersections on casualty crashes
    Hussein, Nasreen
    Hassan, Rayya
    Fahey, Michael T.
    [J]. JOURNAL OF SAFETY RESEARCH, 2021, 76 : 276 - 288
  • [39] Modified model of lane capacity at signalised intersections with waiting areas
    Wang F.
    Han N.
    Sun Z.D.
    Shao C.F.
    [J]. Advances in Transportation Studies, 2021, 55 : 19 - 34
  • [40] Illegal pedestrian crossing at signalised intersections: Incidence and relative risk
    King, Mark J.
    Soole, David
    Ghafourian, Ameneh
    [J]. ACCIDENT ANALYSIS AND PREVENTION, 2009, 41 (03): : 485 - 490