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Development of roundabouts empirical capacity model – case study of Hungary

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Roundabouts are commonly used worldwide because they offer several advantages over traditional intersections. The capacity that a roundabout can handle is an important factor in ensuring smooth traffic flow at a particular location. Therefore, various models have been developed to describe traffic conditions and driver behaviour at different sites or countries. However, existing models cannot be directly applied to other countries without proper calibration of the models to ensure an accurate estimation of capacity. In this study, five roundabouts in Hungary were selected to develop a general capacity model and compare it with international models. First, all sets of entry and circulating data were obtained from video recordings of each roundabout entry. These data were used to develop a model for each entry and then for each roundabout separately. Finally, all the data sets from all sixteen entries were used to develop a general capacity model (GM). The general capacity model (GM) was compared with the Highway Capacity Manual (HCM) 2016, the Brilon-Bondzio, and the Brilon-Wu models. The maximum capacity of the general capacity model (GM) was 1390 pcu/h, slightly higher than the maximum capacity of the HCM 2016 model of 1380 pcu/h. The percentage differences between the generated general capacity model (GM), HCM 2016, Brilon-Bondzio, and Brilon-Wu models were +0.71%, +12.4%, and +10.7%, respectively.
Rocznik
Tom
Strony
5--17
Opis fizyczny
Bibliogr. 17 poz.
Twórcy
  • Department of Highway and Railway Engineering, Faculty of Civil Engineering, Budapest University of Technology and Economics, Műegyetem rkp. 3., H-1111 Budapest, Hungary
autor
  • Department of Highway and Railway Engineering, Faculty of Civil Engineering, Budapest University of Technology and Economics, Műegyetem rkp. 3., H-1111 Budapest, Hungary
Bibliografia
  • 1.Polus A., S.S. Lazar, M. Livneh. 2003. “Critical Gap as a Function of Waiting Time in Determining Roundabout Capacity”. J Transp Eng 129(5): 504-509. DOI: 10.1061/(ASCE)0733-947X(2003)129:5(504).
  • 2.Hóz E., K. Temesiné Tóth. 2010. “New Planning Regulations for Roundabouts. Hungarian Review of Transport Infrastructure”. Közlekedésépítési Szemle 10: 10-15.
  • 3.Nambisan S.S., V. Parimi. 2007. “A comparative evaluation of the safety performance of roundabouts and traditional intersection controls”. ITE Journal (Institute of Transportation Engineers) 77(3): 18-25.
  • 4.Transportation Research Board. The Highway Capacity Manual, Sixth Edition: A Guide for Multimodal Mobility Analysis (HCM). Washington, DC: The National Academies Press. 2016.
  • 5.Kimber R.M. “The Traffic Capacity of Roundabouts”. 1980. Available at: https://trl.co.uk/publications/the-traffic-capacity-of-roundabouts.
  • 6.Valdez M., R.L. Cheu, C. Duran. 2011. “Operations of Modern Roundabout with Unbalanced Approach Volumes”. Transportation Research Record 2265(1): 234-243. DOI: https://doi.org/10.3141/2265-26.
  • 7.Kimber R.M. 1989. “Gap-acceptance and empiricism in capacity prediction”. Transportation Science 23(2): 100-111. DOI: https://doi.org/10.1287/trsc.23.2.100.
  • 8.Brilon W., B. Stuwe. 1993. “Capacity and Design of Traffic Circles in Germany”. Transportation Research Record 1398: 61-67. Available at: https://onlinepubs.trb.org/Onlinepubs/trr/1993/1398/1398-009.pdf.
  • 9.Yap Y.H., H.M. Gibson, B.J. Waterson. 2013. “An International Review of Roundabout Capacity Modelling”. Transp Rev 33(5): 593-616. DOI: https://doi.org/10.1080/01441647.2013.830160.
  • 10.Werner Brilon. 1991. “Intersections without Traffic Signals II ”. Proceedings of an International Workshop. 18-19 July, 1991. Bochum, Germany.
  • 11.Brilon W., N. Wu, L. Bondzio. 1997. “Unsignalized Intersections in Germany-a State of the Art 1997”. Third International Symposium on Intersections Without Traffic Signals. Portland, Oregon. 1997-7-21 to 1997-7-23.
  • 12.Brilon W., N. Wu. 2006. Guidelines for the construction of roundabouts. Merkblatt für die Anlage von Kreisverkehren.
  • 13.Rodegerdts L., et al. 2007. NCHRP REPORT 572: Roundabouts in the United States. Washington, D.C. Transportation Research Board, National Research Council.
  • 14.Al-Masaeid H.R., M.Z. Faddah. 1997. “Capacity of Roundabouts in Jordan”. Transp Res Rec 1572(1): 76-85. DOI: https://doi.org/10.3141/1572-10.
  • 15.Hungarian Road and Rail Society. 2021. “Design of Roundabouts”. Budapest, Hunagry.
  • 16.Macioszek E. 2020. “Roundabout Entry Capacity Calculation – A Case Study Based on Roundabouts in Tokyo, Japan, and Tokyo Surroundings”. Sustainability 12(4): 1533. DOI: https://doi.org/10.3390/SU12041533.
  • 17.Robinson B., et al. 2000. “Roundabouts: an informational guide”. U.S. Dept. of Transportation, Federal Highway Administration. Washington, D.C. Available at: https://www.fhwa.dot.gov/publications/research/safety/00067/00067.pdf.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-cffcc79d-5a7a-42f3-a469-4f837f8f0b31
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