Empirical capacity model for roundabouts under heterogeneous traffic flow conditions

References

• Akçelik, R. 2011. “A Roundabout Case Study Comparing Capacity: Estimates from Alternative Analytical Model.” 2nd Urban Street Symposium, 1–20, Anaheim, CA.
   Google Scholar
• Akçelik, R., E. Chung, and M. Besley. 1998. Roundabouts: Capacity and Performance Analysis. Research Report ARR No. 321. 2nd ed. Vermont South, Australia: ARRB Transport Research.
   Google Scholar
• Al-Madani, H. M. N. 2013. “Capacity of Large Dual and Triple-lanes Roundabouts during Heavy Demand Conditions.” Arabian Journal for Science and Engineering 38: 491–505.
   Web of Science ®Google Scholar
• Al-Masaeid, H. R., and M. Z. Faddah. 1997. “Capacity of Roundabouts in Jordan.” Transportation Research Record: Journal of the Transportation Research Board 1572: 76–85.10.3141/1572-10
   Google Scholar
• Al-Omari, B. H., H. R. Al-Masaeid, and Y. S. Al-Shawabkah. 2004. “Development of a Delay Model for Roundabouts in Jordan.” Journal of Transportation Engineering 130 (1): 76–82.10.1061/(ASCE)0733-947X(2004)130:1(76)
   Web of Science ®Google Scholar
• Bie, J., H. K. Lo and S. C. Wong. 2006. “Capacity of Multi-lane Roundabout: Methodology based on Lane Utilization.” Ninth International Conference on Application of Advanced Technology in Transportation, 590–595, Chicago, IL, USAASCE.
   Google Scholar
• Bovy, H., K. Dietrich, and A. Harmann. 1991. Guide suisse des Giratories [Swiss Guide Giratories]. Lausanne, Switzerland, February. ( cf. summary: (Road and Traffic)), 3: 137–139.
   Google Scholar
• Diah, M. J., M. Y. A. Rahman, M. A. Adnan, and K. H. Ling. 2011. “Modeling the Relationship between Geometric Design and Weaving Section Flow Process of Conventional Roundabouts.” Journal of Transportation Engineering, ASCE 137 (12): 980–986.
   Web of Science ®Google Scholar
• Dixit, V. V. 2012. “Modeling Origin-destination Effects on Roundabout Operations and Inflow Control.” Journal of Transportation Engineering 138 (8): 1016–1022.10.1061/(ASCE)TE.1943-5436.0000394
   Web of Science ®Google Scholar
• George, J. 1998. Modern roundabouts practice in United States. Synthesis of Practice 264. Washington, DC: National Cooperative Highways Research Program (NCHRP)/Transportation Research Board of the National Academies.
   Google Scholar
• Hammond S. 2014. “The Effect of Additional Lane Length on Roundabout Delay.” PhD thesis, University of Rhode Island, USA.
   Google Scholar
• HCM. 2000. Highway Capacity Manual. Washington, DC: Transportation Research Board.
   Google Scholar
• HCM. 2010. Highway Capacity Manual. Washington, DC: Transportation Research Board.
   Google Scholar
• Kimber, R. 1980. The Traffic Capacity of Roundabouts. Laboratory Report 942. Crowthorne: Transport and Road Research Laboratory.
   Google Scholar
• Kimber, R. M. 1989. “Gap-acceptance and Empiricism in Capacity Prediction.” Transportation Science 23 (2): 100–111.10.1287/trsc.23.2.100
   Web of Science ®Google Scholar
• Leemann, N., and G. Santel. 2009. “Two-lane Roundabouts.” 9th Swiss Transport Research Conference, Monte Verita, Ascona.
   Google Scholar
• Lenters, M., and C. Rudy. 2010. “HCM Roundabout Capacity Methods and Alternative Capacity Models.” ITE Journal 80 (7): 22–27.
   Web of Science ®Google Scholar
• Lindenmann, H. P. 2006. “Capacity of Small Roundabouts with Two-lane Entries.” Transportation Research Record: Journal of the Transportation Research Board 1988: 119–126.10.3141/1988-17
   Google Scholar
• Louah, G. P. 1992. Critique des models francais de capacite des careefours giratoires actes du seminaire international “Giratoires 92”, 213–228. Nantes: Centre d’ Etudes Transports Urbains.
   Google Scholar
• Malhotra, H. C., L. R. Kadiyali, N. S. Srinivasan, and R. P. Sikka. 1976. Recommended Practice for Traffic Rotaries, Code – No. 65. New Delhi: Indian Road Congress.
   Google Scholar
• Mauro, R. 2010. Calculation of Roundabouts: Capacity, Waiting Phenomenon and Reliability. Berlin: Springer-Verlag.10.1007/978-3-642-04551-6
   Google Scholar
• Mazzella, A., C. Piras, and F. Pinna. 2011. “Use of Kriging Technique to Study Roundabout Performance.” Transportation Research Record: Journal of the Transportation Research Board 2241: 78–86.
   Web of Science ®Google Scholar
• NAASRA (National Association of Australian State Road Authorities) 1982. Roundabouts – A Guide to Application and Design. Sydney: NAASRA.
   Google Scholar
• Polus, A., and S. Shmueli. 2011. “Analysis and Evaluation of the Capacity of Roundabouts.” Transportation Research Record: Journal of the Transportation Research Board 1572: 99–105.
   Google Scholar
• Robinson, B. W., and L. A. Rodegerdts. 2000. “Capacity and Performance of Roundabouts: A Summary of Recommendations in the FHWA Roundabout Guide.” Transportation Research Circular E-C018: 4th International Symposium on Highway Capacity, 422–433, Hawaii, USA.
   Google Scholar
• Rodegerdts, L., J. Bansen, C. Tiesler, J. Knudsen, E. Meyers, M. Johnson, M. Moule, et al. 2010. Roundabouts: An Informational Guide (2nd ed.). Report 672. Washington, DC: National Cooperative Highways Research Program (NCHRP): Transportation Research Board of the National Academies.
   Google Scholar
• Rodegerdts, L., M. Blogg, E. Wemple, E. Meyers, M. Kyte, M. Dixon, G. List et al. 2006. “Roundabouts in the United States.” Report 572. Washington, DC: National Cooperative Highways Research Program (NCHRP): Transportation Research Board of the National Academies.
   Google Scholar
• Wei, T., J. L. Grenard, and H. R. Shah. 2011. “Developing Capacity Models for Local Roundabouts-streamlined Process.” Transportation Research Record: Journal of the Transportation Research Board 2257: 1–9.
   Web of Science ®Google Scholar