PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Flower roundabouts and double-lane roundabouts: a comparative performance analysis

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In the paper, a choice criterion between flower roundabouts and double-lane roundabouts is proposed, focusing on operational benefits that can derive from one scheme over the other, and outlining a general framework for benefi t-cost analysis. In order to assess operational benefits of innovative roundabouts over modern roundabouts, a comparative analysis was made. Capacity was estimated using gap-acceptance models. In detail, assuming the dichotomic shifted negative exponential distribution to model headways in circulating streams, the Hagring formula was adjusted to obtain entry capacity estimations at roundabout approaches where entering vehicles face one or two conflicting flows. Based on the control delay, the suitability domains and indifference areas were constructed. Thus, a sensitivity analysis to changes in traffic demand for operational benefits of flower roundabouts over double-lane roundabouts was carried out and discussed. At last, evidence for new installations and conversion of existing roundabouts can be found.
Rocznik
Strony
349--365
Opis fizyczny
Bibliogr. 33 poz., il., tab.
Twórcy
autor
  • Department of Civil, Environmental, Aerospace, Materials Engineering, Università di Palermo, Palermo, Italy
autor
  • Department of Civil, Environmental, Aerospace, Materials Engineering, Università di Palermo, Palermo, Italy
autor
  • Faculty of Engineering and Architecture, Università Kore di Enna, Enna, Italy
autor
  • Department of Energy, Information Engineering and Mathematical Models, Università di Palermo, Palermo, Italy
autor
  • Department of Civil, Environmental, Aerospace, Materials Engineering, Università di Palermo, Palermo, Italy
Bibliografia
  • 1. L.G.H. FORTUIJN, Turbo roundabouts. Estimation of capacity, Transportation Research Record 2130, 83–92, 2009.
  • 2. T. TOLLAZZI, M. RENČELJ, S. TURNŠEK, New type of roundabout: Roundabout with “depressed” lanes for right turning – “flower roundabout”, Promet – Traffic – Traffico, 23, 5, 353–358.
  • 3. L. RODEGERDTS et al., Roundabouts: An Informational Guide, 2nd ed., NCHRP Report 672, Washington DC, USA: Transportation Research Board of the National Academies, 2010.
  • 4. W. BRILON, Turbo-Roundabout: an Experience from Germany. Proceedings of the National Roundabout Conference 2008, Kansas City, Missouri, US, 1–18, 2008.
  • 5. O. GIUFFRÈ, A. GRANÀ, T. GIUFFRÈ, R. MARINO, How to derive the analytical capacity model for notconventional urban roundabouts, WIT Transactions on the Built Environment, 101, 569–578, 2008.
  • 6. O. GIUFFRÈ, A. GRANÀ, T. GIUFFRÈ, R. MARINO, Researching a Capacity Model for Multilane Roundabouts with Negotiation of the Right-of-Way between Antagonist Traffic Flows, Modern Applied Science 6,5, 2–12, 2012.
  • 7. J. LIN, L. XU, J. FANG, M. WANG, Z. LI, Considering the Pedestrian Crossing Coordinated Control on Multi-leg Roundabouts. Proceedings of 3rd Int. Conf. on International Conference on Intelligent Computation Technology and Automation (ICICTA 2010), 1, 1023–1026, 2010.
  • 8. F. CORRIERE, M. GUERRIERI, Performance analysis of basic turbo-roundabout in urban context. Procedia: Social and Behavioral Sciences, 53, 622–632, 2012.
  • 9. R. MAURO, M. GUERRIERI, Right-turn Bypass Lanes at Roundabouts: Geometric Schemes and Functional Analysis, Modern Applied Science, 7, 1, 1–12, 2013.
  • 10. R. MAURO, M. GUERRIERI, Flower Roundabouts: Performances Analysis and Comparison with Conventional Layouts, European Journal of Scientifi c Research, 94, 2, 242–252, 2013.
  • 11. Y. YAO, L. XU, Y. QIN, Study on methods of traffic volume observation and calculation at five-leg roundabout, Journal of Wuhan University of Technology (Transportation Science and Engineering), 37, 1, 162–166, 2013.
  • 12. Y.H. YAP, H.M. GIBSON, B.J. WATERSON, An International Review of Roundabout Capacity Modelling, Transport Reviews, 33, 5, 593–616, 2013.
  • 13. R. KIMBER, R. COOMBE, The Traffic Capacity of Some Major Priority Junctions, Transport and Road Research Laboratory, Supplementary Report 582, Crowthorne, Berkshire, 1980.
  • 14. W. BRILON, N. WU, L. BONDZIO, Unsignalized intersections in Germany. A state of the art 1997, Proceedings of 3rd Int. Conf. on Intersections without traffic signals, 61–70, Portland, Oregon, USA, 1997.
  • 15. Highway Capacity Manual, TRB, National Research Council, Special Report 209: Washington DC, US, Edition 2010.
  • 16. W. BRILON, M. VANDEHEY, Roundabouts. The state of the art in German. ITE Journal, 68, 11, 48–54, 1998.
  • 17. A. PRATELLI, H.M.N. AL-MADANI, Testing for a large roundabouts capacity model: experimental comparisons between Italy and Bahrain, WIT Transactions on the Built Environment 116, 3–15, 2011.
  • 18. H.M.N. AL-MADANI, Capacity of Large Dual and Triple-Lanes Roundabouts During Heavy Demand Conditions, Arabian Journal for Science and Engineering 38, 3, 491–505, 2013.
  • 19. R. MAURO, Calculation of roundabouts, Berlin-Heidelberg: Springer, 2010, 169 p., 2010.
  • 20. J.C. TANNER, A theoretical analysis of delay At An Uncontrolled Intersections, Biometrica, 49, 1–2, 163–170, 1962.
  • 21. O. GIUFFRÈ, A. GRANÀ, S. MARINO, Turbo-roundabouts vs Roundabouts Performance Level, Procedia, Social and Behavioral Sciences, 53, 590–600, 2012.
  • 22. O. HAGRING, A further generalization of Tanner’s formula, Transportation Research Part B: Methodological, 32, 6, 423–429, 1998.
  • 23. R.J. COWAN, An extension of Tanner’s results on uncontrolled intersections. Queueing Systems: Theory and Applications, 1, 3, 249–263, 1987.
  • 24. L. VASCONCELOS, A.B. SILVA, A. SECO, J. SILVa, Estimating the parameters of Cowan’s M3 headway distribution for roundabout capacity analyses, Baltic Journal of Road and Bridge Engineering, 7, 4, 261–268, 2012.
  • 25. Infrastructure and Transport Ministry. Geometric and functional standards for the construction of intersections, Decree April 19, 2006, published in the G.U. 170, 24-07-2006, in Italian.
  • 26. R. MAURO, F. BRANCO, Comparative analysis of compact multilane roundabouts and turbo-roundabouts, ASCE Journal of Transportation Engineering 136, 4, 316–322, 2010.
  • 27. O. GIUFFRÈ, A. GRANÀ, S. MARINo, Comparing Performances of Turbo-roundabouts and Double-lane Roundabouts, Modern Applied Science, 6, 10, 70–79, 2012.
  • 28. B.W. ROBINSON, et al., Roundabouts: An Informational Guide (1st ed.). FHWA-RD-00-067, Washington DC, USA: Transportation Research Board of the National Academies, 2000.
  • 29. O. GIUFFRÈ, A. GRANÀ, T. GIUFFRÈ, R. MARINO, Emission Factors Related To Vehicle Modal Activity, International Journal of Sustainable Development and Planning 6, 4, 447–458, 2011.
  • 30. M. GUERRIERI, F. CORRIERE, G. PARLA, D. DI VINCENZO, A. MESSINEO, Reducing air pollutants through road innovative intersections, Applied Mechanics and Materials, 459, 563–568, 2013.
  • 31. M.C. COELHO, T. L. FARIAS, N. M. ROUPHAIL, Effect of roundabout operations on pollutant emissions, Transportation Research Part D: Transport and Environment, 11,5, 333–343, 2006.
  • 32. K. SALAMATI, M.C. COELHO, P.J. FERNANDES, N.M. ROUPHAIL, H.C. FREY, J. BANDEIRA, Emission Estimation at Multilane Roundabouts: Effect of Movement and Approach Lane. TRB 92nd Annual Meeting, Washington, DC, US, Transportation Research Board, 2013.
  • 33. A.L.P. VASCONCELOS, A.M.C.B. BASTOS SILVA, Á.J.M. SECO, P.J. FERNANDES, M.C. COELHO, Turbo roundabouts: multicriterion assessment on intersection capacity, safety and emissions. TRB 93rd Annual Meeting, Washington, DC, US, Transportation Research Board, 2014.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ff511ef0-9088-487a-b416-3fa4bfbbcf38
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.