Entry capacity modelling of signalized roundabouts under heterogeneous traffic conditions

被引:15
|
作者
Patnaik, Ashish Kumar [1 ]
Agarwal, L. Ankit [1 ]
Panda, Mahabir [1 ]
Bhuyan, Prasanta Kumar [1 ]
机构
[1] NIT Rourkela, Dept Civil Engn, Rourkela, India
关键词
Roundabout; capacity; signalize; regression; PCU; heterogeneous traffic; sensitivity analysis; ALPS GP; PASSENGER CAR EQUIVALENTS; VEHICLES; PCU; VOLUME; WIDTH;
D O I
10.1080/19427867.2018.1533160
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
The primary objectives of this study are to develop two signalized-based roundabouts entry capacity model by employing regression-based multiple non-linear regression model (MNLR) and artificial intelligence-based age-layered population structure genetic programming (ALPS GP) model under heterogeneous traffic conditions. Based on the modified rank index (MRI) values, the ALPS GP model is found to be most suitable model under heterogeneous traffic conditions. However, in a practical point of view, MNLR-based signalized model is recommended for determining roundabout entry capacity under heterogeneous traffic conditions. Sensitivity analysis reports that weaving length is the prime variable and sharing about 27.72 % in the MNLR-based signalized roundabout entry capacity model. These findings will be useful for traffic planners and designers in the capacity estimation of signalized roundabouts under heterogeneous traffic conditions in developing countries with similar traffic characteristics as India.
引用
收藏
页码:100 / 112
页数:13
相关论文
共 50 条
  • [1] Investigating Entry Capacity Models of Roundabouts under Heterogeneous Traffic Conditions
    Patnaik, Ashish Kumar
    Ranjan, Ankit Raj
    Bhuyan, Prasanta Kumar
    TRANSPORTATION RESEARCH RECORD, 2018, 2672 (15) : 35 - 43
  • [2] Geometric factors influencing entry capacity of roundabouts under heterogeneous traffic conditions
    Zacharia A.B.
    Madhavan H.
    Anjaneyulu M.V.L.R.
    Archives of Transport, 2019, 49 (01) : 87 - 101
  • [3] Modelling Delay at Signalized Intersections under Heterogeneous Traffic Conditions
    Preethi, P.
    Varghese, Aby
    Ashalatha, R.
    INTERNATIONAL CONFERENCE ON TRANSPORTATION PLANNING AND IMPLEMENTATION METHODOLOGIES FOR DEVELOPING COUNTRIES (11TH TPMDC) SELECTED PROCEEDINGS, 2016, 17 : 529 - 538
  • [4] Empirical capacity model for roundabouts under heterogeneous traffic flow conditions
    Patnaik, Ashish K.
    Rao, Shweta
    Krishna, Yadu
    Bhuyan, P. K.
    TRANSPORTATION LETTERS-THE INTERNATIONAL JOURNAL OF TRANSPORTATION RESEARCH, 2017, 9 (03): : 152 - 165
  • [5] Comparative Analysis of Entry Capacity Models for Multilane Roundabouts under Mixed Traffic Flow Conditions
    Bhasin, Chirag
    Gupta, Pardeep Kumar
    TRANSPORTATION RESEARCH RECORD, 2024,
  • [6] Delay Modelling at Signalized Intersection Under Mixed Traffic Conditions
    Akash, T. P.
    Krishnamurthy, K.
    TRAFFIC AND GRANULAR FLOW 2022, TGF 2022, 2024, 443 : 503 - 510
  • [7] A Traffic Simulation Model for Analysing Capacity and Service Level at Signalized Roundabouts
    JUAN Zhicai YANG Yinsheng Transportation College
    Journal of Systems Science and Systems Engineering, 1997, (01) : 29 - 34+36
  • [8] Estimation of Saturation Flow at Signalized Intersections Under Heterogeneous Traffic Conditions
    Kulakarni, Rakesh
    Chepuri, Akhilesh
    Arkatkar, Shriniwas
    Joshi, Gaurang J.
    TRANSPORTATION RESEARCH, 2020, 45 : 591 - 605
  • [9] Perceived level of service at signalized intersections under heterogeneous traffic conditions
    Othayoth, Darshana
    Rao, K. V. Krishna
    Bhavathrathan, B. K.
    TRANSPORTMETRICA A-TRANSPORT SCIENCE, 2020, 16 (03) : 1294 - 1309
  • [10] Modelling Merging Behaviour of Drivers in Heterogeneous Traffic at Roundabouts
    Ahmed, Ashar
    Ahmed, Afzal
    Rizvi, Syed Faraz Abbas
    Ahmad, Faiq
    EUROPEAN TRANSPORT-TRASPORTI EUROPEI, 2024, (98):