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Examining queue-jumping phenomenon in heterogeneous traffic stream at signalized intersection using UAV-based data

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Abstract

This research presents an in-depth microscopic analysis of heterogeneous and undisciplined traffic at the signalized intersection. Traffic data extracted from the video recorded using an unmanned aerial vehicle (UAV) at an approach of a signalized intersection is analyzed to study the within green time dynamics of traffic flow. Various parameters of Wiedemann 74, Wiedemann 99, and lateral behavior models used in microscopic traffic simulation package, Vissim, are calibrated for the local heterogeneous traffic. This research is aimed at exploring the queue-jumping phenomenon of motorbikes at signalized intersections and its impact on the saturation flow rate, travel time, and delay. The study of within green time flow dynamics shows that the flow of traffic within green time is not uniform. Surprisingly, the results indicate that the traffic flow for the first few seconds of the green time is significantly higher than the remaining period of green time, which shows a contradiction to the fact that traffic flow for the first few seconds is lower due to accelerating vehicles. Mode-wise traffic counted per second shows that this anomaly is attributed to the presence of motorbikes in front of the queue. Consequently, the outputs of simulation results obtained from calibrated Vissim show that the simulated travel time for motorbikes is significantly lower than the field-observed travel times even though the average simulated traffic flow matches accurately with the field-observed traffic flow. The findings of this research highlight the need to incorporate the queue-jumping behavior of motorbikes in the microsimulation packages to enhance their capability to model heterogeneous and undisciplined traffic.

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References

  1. Das AK, Biswal MK, Chattaraj U (2020) Development of a model for heterogeneous traffic simulation. In: Transportation research. Springer, pp 699–706

  2. Vayalamkuzhi P, Amirthalingam V (2016) Influence of geometric design characteristics on safety under heterogeneous traffic flow. J Traffic Transp Eng (Eng Ed) 3(6):559–570

    Google Scholar 

  3. Qian ZS et al (2017) Modeling heterogeneous traffic flow: a pragmatic approach. Transp Res B Methodol 99:183–204

    Article  Google Scholar 

  4. Arasan VT, Arkatkar SS (2010) Microsimulation study of effect of volume and road width on PCU of vehicles under heterogeneous traffic. J Transp Eng 136(12):1110–1119

    Article  Google Scholar 

  5. Mallikarjuna C, Rao KR (2009) Cellular automata model for heterogeneous traffic. J Adv Transp 43(3):321–345

    Article  Google Scholar 

  6. Ahmed A et al (2019) Width-based cell transmission model for heterogeneous and undisciplined traffic streams. Transp Res Rec:0361198119838841

  7. Asaithambi G, Basheer S (2017) Analysis and modeling of vehicle following behavior in mixed traffic conditions. Transp Res Procedia 25:5094–5103

    Article  Google Scholar 

  8. Nokandeh MM, Ghosh I, Chandra S (2016) Determination of passenger-car units on two-lane intercity highways under heterogeneous traffic conditions. J Transp Eng 142(2):04015040

    Article  Google Scholar 

  9. Mallikarjuna C, Tharun B, Pal D (2013) Analysis of the lateral gap maintaining behavior of vehicles in heterogeneous traffic stream. Procedia Soc Behav Sci 104:370–379

    Article  Google Scholar 

  10. Ahmed A, Mehdi MR, Ngoduy D, Abbas M (2019) Evaluation of accuracy of advanced traveler information and commuter behavior in a developing country. Travel Behav Soc 15:63–73

    Article  Google Scholar 

  11. Kays HI et al (2017) H-CTM for simulating non-lane-based heterogeneous traffic. Transp Lett:1–9

  12. Hauer E, Ng JC, Lovell J (1988) Estimation of safety at signalized intersections. Transp Res Rec 1185:48–61

    Google Scholar 

  13. Shao C-Q, Liu X-M (2012) Estimation of saturation flow rates at signalized intersections. Discret Dyn Nat Soc 2012

  14. Liu HX, Wu X, Ma W, Hu H (2009) Real-time queue length estimation for congested signalized intersections. Transp Res C Emerg Technol 17(4):412–427

    Article  Google Scholar 

  15. Chu L, et al (2005) Evaluation of traffic delay reduction from automatic workzone information systems using micro-simulation. in Transportation Research Board 84th Annual Meeting, Washington DC

  16. Ikeanyi OU et al (2014) Pattern of injuries from motorcycle accidents in Abia state, Nigeria: Thet influence of government regulation. J Med Investig Pract 9(1):24

    Google Scholar 

  17. Park B, Schneeberger J (2003) Microscopic simulation model calibration and validation: case study of VISSIM simulation model for a coordinated actuated signal system. Transp Res Rec 1856(1):185–192

    Article  Google Scholar 

  18. Esfahani, H.N. and Z. Song, A new method for microsimulation model calibration: a case study of I-710. 2019

    Google Scholar 

  19. Hossain M (2004) Calibration of the microscopic traffic flow simulation model VISSIM for urban conditions in Dhaka city. University of Karlsruhe Germany

  20. Schultz GG, Rilett LR (2005) Calibration of distributions of commercial motor vehicles in CORSIM. Transp Res Rec 1934(1):246–255

    Article  Google Scholar 

  21. Milam RT, Choa F (2002) Recommended guidelines for the calibration and validation of traffic simulation models. In: Eighth TRB Conference on the Application of Transportation Planning MethodsTransportation Research Board. Texas Department of Transportation; Corpus Christi Metropolitan Planning Organization; Federal Highway Administration; and Federal Transit Administration

  22. Menneni S, Sun C, Vortisch P (2008) Microsimulation calibration using speed-flow relationships. Transp Res Rec 2088(1):1–9

    Article  Google Scholar 

  23. Mathew TV, Radhakrishnan P (2010) Calibration of microsimulation models for nonlane-based heterogeneous traffic at signalized intersections. J Urban Plann Dev 136(1):59–66

    Article  Google Scholar 

  24. Fellendorf M, Vortisch P (2010) Microscopic traffic flow simulator VISSIM. In: Fundamentals of traffic simulation. Springer, pp 63–93

  25. Matsuhashi N, Hyodo T, Takahashi Y (2005) Image processing analysis of motorcycle oriented mixed traffic flow in Vietnam. In: Proceedings of the Eastern Asia Society for Transportation Studies. Citeseer

  26. Zhang G, Wang Y, Wei H, Yi P (2008) A feedback-based dynamic tolling algorithm for high-occupancy toll lane operations. Transp Res Rec 2065(1):54–63

    Article  Google Scholar 

  27. Park BB, Kwak J (2011) Calibration and validation of TRANSIMS microsimulator for an urban arterial network. KSCE J Civ Eng 15(6):1091–1100

    Article  Google Scholar 

  28. Stevanovic J, Stevanovic A, Martin PT, Bauer T (2008) Stochastic optimization of traffic control and transit priority settings in VISSIM. Transp Res C Emerg Technol 16(3):332–349

    Article  Google Scholar 

  29. Lownes NE, Machemehl RB (2006) VISSIM: a multi-parameter sensitivity analysis. In: Proceedings of the 2006 Winter Simulation Conference. IEEE

  30. Tang T et al (2009) A new dynamic model for heterogeneous traffic flow. Phys Lett A 373(29):2461–2466

    Article  Google Scholar 

  31. Fellendorf M (1994) VISSIM: a microscopic simulation tool to evaluate actuated signal control including bus priority. In: 64th Institute of Transportation Engineers Annual Meeting. Springer

  32. Fellendorf M, Vortisch P (2001) Validation of the microscopic traffic flow model VISSIM in different real-world situations. In: 80th Annual Meeting of the Transportation Research Board, Washington, DC

    Google Scholar 

  33. Bloomberg L, Dale J (2000) Comparison of VISSIM and CORSIM traffic simulation models on a congested network. Transp Res Rec 1727(1):52–60

    Article  Google Scholar 

  34. Ke R et al (2018) Real-time traffic flow parameter estimation from UAV video based on ensemble classifier and optical flow. IEEE Trans Intell Transp Syst 20(1):54–64

    Article  Google Scholar 

  35. Coifman B et al (2006) Traffic flow data extracted from imagery collected using a micro unmanned aerial vehicle. Appl Adv Technol Transp:298–303

  36. Ke R et al (2016) Real-time bidirectional traffic flow parameter estimation from aerial videos. IEEE Trans Intell Transp Syst 18(4):890–901

    Article  Google Scholar 

  37. Taslim U, Mubashshir S, Arshad, SAlam J, Rehman I (2017) Karachi traffic chaos: Jamming the wheels of economy. Karachi, Pakistan. Available from: http://www.kcci.com.pk/research/wp-content/uploads/2017/09/Karachi-Traffic-Chaos-Jamming-the-Wheels-of-Economy.pdf

  38. Ahmed A, Mehdi MR, Rizvi SMA, Fatima T (2019) Evaluation of existing performance and potential for optimization of traffic signals in Karachi. Arab J Sci Eng 44(10):8747–8759

    Article  Google Scholar 

  39. Arasan VT, Koshy RZ (2005) Methodology for modeling highly heterogeneous traffic flow. J Transp Eng 131(7):544–551

    Article  Google Scholar 

  40. Maini P, Khan S (2000) Discharge characteristics of heterogeneous traffic at signalized intersections. in Transportation Research Circular E-C018: 4th international symposium on highway capacity

  41. Manjunatha P, Vortisch P, Mathew TV (2013) Methodology for the calibration of VISSIM in mixed traffic. in Transportation research board 92nd annual meeting.Transportation Research Board Washington, DC, United States

  42. Ge Q, Menendez M (2012) Sensitivity analysis for calibrating VISSIM in modeling the Zurich network. in 12th Swiss Transport Research Conference

  43. Perrone L, et al VISSIM: A MULTI-PARAMETER SENSITIVITY ANALYSIS

  44. Rrecaj AA, MBombol K (2015) Calibration and validation of the VISSIM parameters-state of the art. TEM J 4(3):255

    Google Scholar 

  45. Buck HS, Mallig N, Vortisch P (2017) Calibrating Vissim to analyze delay at signalized intersections. Transp Res Rec 2615(1):73–81

    Article  Google Scholar 

  46. Siddharth, S.P. and G. Ramadurai, Calibration of VISSIM for Indian heterogeneous traffic conditions. Procedia Soc Behav Sci, 2013. 104(0): p. 380–389

  47. Arkatkar S et al (2016) Methodology for simulating heterogeneous traffic on expressways in developing countries: a case study in India. Transp Lett 8(2):61–76

    Google Scholar 

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Acknowledgments

Authors are thankful to research assistants Amna Anwar, Anoosha Shoukat, Ain ul Huda Khan, Kanwar Kumar, Farhana, and Waqas Ahmed for their help in data collection and data extraction.

Funding

This collaborative research in UAE was supported by the Zayed University Research Cluster grant # R17075. In Pakistan, the research was carried out at Exascale Open Data Analytics Lab, National Center for Big Data & Cloud Computing (Funded by the Higher Education Commission of Pakistan).

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Correspondence to Muhammad Adnan.

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Ahmed, A., Outay, F., Zaidi, S.O.R. et al. Examining queue-jumping phenomenon in heterogeneous traffic stream at signalized intersection using UAV-based data. Pers Ubiquit Comput 25, 93–108 (2021). https://doi.org/10.1007/s00779-020-01434-y

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  • DOI: https://doi.org/10.1007/s00779-020-01434-y

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