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Capacity analysis at urban uncontrolled intersections under mixed traffic conditions: a case study in Warangal city

Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The performance of the road network depends on the capacity of the intersection in the area. Estimation of capacity becomes difficult under mixed traffic conditions where different types of vehicles share common space without following priority rule. Yield- controlled and stop sign-controlled intersections operate similarly to uncontrolled intersections in India due to lack of respect for priority rules and lane discipline. The current study estimated capacity using critical gaps based on the HCM methodology and examined the relationship between occupancy time and capacity. Aiming to develop a model to estimate capacity directly from occupancy time. Five three-legged uncontrolled intersections were selected and data were acquired through a video camera. The occupation time and gap data were extracted manually and the effect of various geometric and traffic parameters like median width, conflicting flow, proportion of heavy vehicles in the conflicting flow, and pedestrian flow on extracted occupation time using correlation and regression analysis was studied. The results of the study stated that with a 5% increase in conflicting flow occupation time was increased by 0.2 sec and with a 1% increase in heavy vehicles in conflicting flow, occupation time increased by 0.35 sec, and for a 5% increase in pedestrian volume the occupation time of minor approach is increased by 0.13 sec. Two-wheelers and Three-wheeler vehicles had the least critical gap and the highest was observed for heavy vehicles. Capacity was found to decrease with an increase in occupation time. A linear regression model was developed to estimate capacity using occupation time. This paper can provide a better understanding of the occupation time and its effect on movement capacity.
Rocznik
Tom
Strony
97--116
Opis fizyczny
Bibliogr. 26 poz.
Twórcy
  • Vignan's Institute of Information Technology, Visakhapatnam, 530049 India
  • National Institute of Technology Warangal, Warangal, 506004, India
  • Vignan's Institute of Information Technology, Visakhapatnam, 530049, India
Bibliografia
  • 1.National Research Council (U.S.), HCM 2010; Highway Capacity Manual, Transoportation Research Board, 2010.
  • 2.Mohan M., S. Chandra. 2018. "Critical gap estimation at two-way stop- controlled intersections based on occupancy time data". Transportmetrica A: Transport Science 14(4): 316-329.
  • 3.Asaithambi G., C. Anuroop. 2016. "Analysis of occupation time of vehicles at urban unsignalized intersections in non-lane-based mixed traffic conditions". Journal of Modern Transportation 24: 304-313.
  • 4.Ashalatha R., S. Chandra. 2011. "Critical gap through clearing behaviour of drivers at unsignalized intersections". KSCE Journal of Civil Engineering 15(8): 1427-1434.
  • 5.Chandra S., A. Agrawal, A. Rajamma. 2009. "Microscopic Analysis of Service Delay at Uncontrolled Intersections in Mixed Traffic Conditions". Journal of Transportation Engineering 135(9): 323-329.
  • 6.Pawar N.M., N. Gore, S.S. Arkatkar. 2022. "Examining Crossing Conflicts by Vehicle Type at Unsignalized T-Intersections Using Accepted Gaps: A Perspective from Emerging Countries". Journal of Transportation Engineering, Part A: Systems 148(6).
  • 7.Mohan M., S. Chandra. 2021. "Investigating the influence of conflicting flow’s composition on critical gap under heterogeneous traffic conditions". International Journal of Transportation Science and Technology 10(4): 393-401.
  • 8.Dutta M., M.A. Ahmed. 2018. "Gap acceptance behaviour of drivers at uncontrolled T-intersections under mixed traffic conditions". Journal of Modern Transportation 26: 119-132.
  • 9.Abhigna D., M. Ramees, K.V.R. Ravishankar. 2018. "Effect of Gap Acceptance Behaviour of the Right Turning Vehicles on the Major Road Stream for Uncontrolled Three-Legged Intersections under Mixed Traffic Conditions". International Journal of Engineering 31(6): 870-876.
  • 10.Amin H.J., A.K. Maurya. 2015. "A review of critical gap estimation approaches at uncontrolled intersection in case of heterogeneous traffic conditions". Journal of Transport Literature 9(3): 5-9.
  • 11.Maurya A.K., H.J. Amin, A. Kumar. 2016. "Estimation of Critical Gap for Through Movement at Four Leg Uncontrolled Intersection". Transportation Research Procedia 17: 203-212.
  • 12.Patil G.R., D.S. Pawar. 2014. "Temporal and Spatial Gap Acceptance for Minor Road at Uncontrolled Intersections in India". Journal of Transportation Research Record 2461(1): 129-136.
  • 13.Troutbeck R.J. 2014. "Estimating the Mean Critical Gap". Journal of Transportation Research Record 2461(10): 76-84.
  • 14.Kaysi I., G. Alam. 2000. "Driver Behaviour and Traffic Stream Interactions at Unsignalized Intersection". Journal of Transportation Engineering 126(6): 498-505.
  • 15.Asaithambi G., T. Aswini. 2022. "Capacity Analysis of Uncontrolled Intersections with and Without Pedestrian Cross Flow in Mixed Traffic Conditions". Transportation in Developing Economies 8(20).
  • 16.Ruskic N., V. Mirovic. 2021. "Estimation of left-turn capacity at the unsignalized intersection". Simulation Modelling Practice and Theory 106.
  • 17.Amarnatha G.A., N. Manjunatha, K.S. Reddy. 2018. "Capacity Analysis of Un-signalized Intersection: A Case Study of City Junction". International Journal of Engineering Research Technology 7(6).
  • 18.Prasetijo J., W. Razzaly, N. Wu, K. Ambak, M.E. Sanik, M.M. Rohani, H. Ahmad. 2014. "Capacity Analysis of Priority Intersections with Flare under Mixed Traffic Conditions". Procedia - Social and Behavioural Sciences 138: 660-670.
  • 19.Li H., W. Deng, Z. Tian, P. Hu. 2009. "Capacities of Unsignalized Intersections under Mixed Vehicular and Nonmotorized Traffic Conditions". Transportation Research Record 2130(1): 129-137.
  • 20.Shi F., H. Li. 2008. "The Influence of Non-Motorised Streams on Capacities of Vehicular Streams at Unsignalized Intersections". Proceedings of IEEE 978(1): 2004-2008.
  • 21.Prasetijo J. 2005. "Development of a New Method of Capacity Analysis at Unsignalized Intersections Under Mixed Traffic Flow". Proceedings of Eastern Asia Society of Transportation Studies 5: 967-983.
  • 22.Chodur J. 2005. "Capacity Models and Parameters for Unsignalized Urban Intersections in Poland". Journal of Transportation Engineering 131(12): 924-930.
  • 23.Li W., W. Wang, D. Jiang. 2003. "Capacity of Unsignalized Intersections with Mixed Vehicle Flows". Transportation Research Record 1852(1): 265-270.
  • 24.Pollatschek M.A., A. Polus, M. Livneh. 2002. "A decision model for gap acceptance and capacity at intersections". Transportation Research Part B: Methodological 36(7): 649-663.
  • 25.Brilon W., N. Wu. 2001. "Capacity at Unsignalized Intersections Derived by Conflict Technique". Transportation Research Record 1776(1): 82-90.
  • 26.Tian Z., R. Troutbeck, M. Kyte, W. Brilon, M. Vandehey, W. Kittelson, B. Robinson. 2000. "A further investigation on critical gap and follow up time". In: Fouth International Symposium on Highway Capacity, Transportation Research Board. Maui, Hawaii.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e5f1735c-f839-44c5-b349-e8a8da5d3c9e
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