TECHNICAL PAPERS
Dec 1, 2007

Applicability of Various Capacity Models for Single-Lane Roundabouts in Izmir, Turkey

Publication: Journal of Transportation Engineering
Volume 133, Issue 12

Abstract

Although many traffic circles have been designed in Turkey, in recent years few studies have been made on the capacity and performance of roundabouts. In practice, two major problems at intersections need to be solved: traffic accidents and limited intersection capacity. With this in mind, the applicability of various capacity models for single-lane roundabouts to six selected roundabouts in Izmir, Turkey, is discussed. The results show that the HCM2000 procedure can be used as an effective tool for an initial prediction of single-lane roundabout capacity if the lower and upper boundary limits are calibrated. But, since the research was conducted with limited data, the accuracy of the results should be tested with more data sets. Further studies should be conducted to develop a more reliable capacity and performance analysis procedure, especially for Turkey.

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References

Akçelik, R. (1998). “Roundabouts: Capacity and performance analysis.” ARRB Research Rep. ARR 321, Vermont, Australia.
Akçelik, R. (2003). “Speed-flow and bunching relationships for uninterrupted flows.” 25th Conf. of Australian Institute of Transportation Research (CAITR 2003), Univ. of South Australia, Adelaide.
Akçelik, R., and Chung, E. (1994). “Calibration of the bunched exponential distribution of arrival headways.” Road Transport Res., 3, 42–59.
Aydemir, T., and Tanyel, S. (2005). “The effect of od matrix on multi-lane roundabout performance.” 6. Ulaştırma Kongresi, TMMOB İnşaat Mühendisleri Odası İstanbul Şubesi, İstanbul, Turkey (in Turkish).
Breiman, L., Gafarian, A. V., Lichtenstein, R., and Murthy, V. K. (1969). “An experimental analysis of single-lane time headways in freely flowing traffic.” Betraige zur Theorie des Verkehrsflusses. Referate anläßlich des IV. Internationalen Symposiums über die Theorie des Verkehrsflusses in Karlsruhe im juni 1968, W. Leutzbach and P. Baron, eds., Bonn, Germany (in German).
Çalışkanelli, S. P., Tanyel, S., and Varlıorpak, Ç. (2005). “The investigation of the effects of signalized intersections on the capacity of unsignalized intersections.” 4. Kentsel Altyapı Ulusal Sempozyumu, TMMOB İnşaat Mühendisleri Odası Eskişehir Şubesi, Eskişehir, Turkey (in Turkish).
Çelik, F. (1987). “The simulation of unsignalized at-grade intersections and derivation of a new delay model.” Ph.D. thesis, İstanbul Technical Univ. (ITU), İstanbul, Turkey (in Turkish).
Cowan, R. C. (1975). “Useful headway models.” Transp. Res., 9, 371–375.
Dawson, R. F., and Chimini, L. A. (1968). “The Hyperlang probability distribution: A generalized traffic headway model.” Highw. Res. Rec., 230, 1–14.
Drew, D. R. (1968). Traffic flow theory and control, McGraw-Hill, New York.
Federal Highway Administration (FHWA). (2000). “Roundabouts: An informational guide.” FHWA-RD-00-67, Dept. of Transportation, Washington, D.C.
Flannery, A., and Datta, T. (1997). “Operational performance measures of American roundabouts.” Transportation Research Record. 1572, Transportation Research Board, Washington, D.C., 68–75.
Flannery, A., Elefteriadou, L., Koza, P., and McFadden, J. (1998). “Safety, delay and capacity of single-lane roundabouts in the United States.” Transportation Research Record. 1646, Transportation Research Board, Washington, D.C., 63–70.
Gedizlioğlu, E. (1979). “A method for determining the practical capacity at unsignalized intersections due to the behaviour of minor stream drivers.” Ph.D. thesis, İstanbul Technical University (ITU), İstanbul, Turkey (in Turkish).
Hagring, O. (1996). “Roundabout entry capacity.” Bulletin, 135, Dept. of Traffic Planning and Engineering, Lund, Sweden.
Hagring, O. (2002). “Estimation of parameters in distribution of headways in roundabouts.” J. Transp. Eng., 128(5), 403–411.
Hagring, O. (2003). “Capacity model for roundabouts,” Trivector Rep. 2003:7, Trivector Traffic, Lund, Sweden.
Kerényi, L. S. (1998). “A comparison of a traffic signal controlled junction and a roundabout solution at the Sluppen Bridge junction in Trodheim.” BSc thesis, Norwegian Univ. of Science and Technology, Trodheim, Norway.
Luttinen, R. T. (1996). “Statistical analysis of vehicle time headways.” Teknillien korkeakoulu, Liikennetekniikka, Julkaisu, Otaniemi, Finland.
National Cooperative Highway Research Program (NCHRP). (1998). “Modern roundabout practice in the United States.” NCHRP Rep., Transportation Research Board, National Research Council, Washington D.C.
Ouston, L., and Bared, J. G. (1995). “Roundabouts.” Public Roads, Turner Fairbanks Highway Research Center, McLean, Va.
Polus, A., Lazar, S. S., and Livneh, M. (2003). “Critical gap as a function of waiting time in determining roundabout capacity.” J. Transp. Eng., 129(5), 504–509.
Robinson, B. W., and Rodegerdts, L. A. (2000). “Capacity and performance of roundabouts: A summary of recommendations in the FHWA roundabout guide.” Fourth Int. Symp. on Highway Capacity, Transportation Research Board National Research Council, Washington, D.C., 422–433.
Rouphail, N., Hughes, R., and Chae, K. (2005). “Exploratory simulation of pedestrian crossings at roundabouts.” J. Transp. Eng., 131(3), 211–218.
Simon, M. (1991). “Roundabouts in Switzerland: Recent experiences, capacity, Swiss roundabout guide.” Intersections without traffic signals II, Bochum, Germany, 41–52.
Sisiopiku, V. P., and Oh, H. (2001). “Evaluation of roundabout performance using SIDRA.” J. Transp. Eng., 127(2), 143–150.
Stuwe, B. (1991). “Capacity and safety of roundabouts in Germany.” Intersections without Traffic Signals II, Bochum, Germany, 1–12.
Sullivan, D. P., and Troutbeck, R. (1994). “The use of Cowan’s M3 distribution for modeling urban traffic flow.” Traffic Eng. Control, 35(7–8), 445–450.
Tanner, J. C. (1962). “A theoretical analysis of delays at an uncontrolled intersection.” Biometrika, 49(1–2), 163–170.
Tanner, J. C. (1967). “The capacity of uncontrolled intersection.” Biometrika, 54(3–4), 163–170.
Tanyel, S. (2001). “A capacity calculation method for roundabouts in Turkey,” Ph.D. thesis, Istanbul Technical Univ. (ITU), İstanbul, Turkey (in Turkish).
Tanyel, S. (2005). “The effect of heavy vehicle percentage in the main flow on minor road capacity at roundabouts.” D.E.U. Muhendislik Fak. Fen ve Muhendislik Dergisi, 7(1), 19–30 (in Turkish).
Tanyel, S., Baran, T., and Ozuysal, M. (2005). “Determining the capacity of single-lane roundabouts in Izmir, Turkey.” J. Transp. Eng., 131(12), 953–956.
Tanyel, S., Şengöz, B., and Varlıorpak, Ç. (2000). “Composite headway distributions and their applicability in Turkey.” 4th Int. Congress on Advances in Civil Engineering, Gazimağusa, Northern Cyprus, 1657–1666.
Tanyel, S., and Varlıorpak, Ç. (1998). “Examples of modern roundabout applications.” 4. Ulaştırma Kongresi, TMMOB İnşaat Mühendisleri Odası Denizli Şubesi, Denizli, Turkey (in Turkish).
Tanyel, S., and Yayla, N. (2003). “A discussion on the parameters of Cowan M3 distribution for Turkey.” Transp. Res., Part A: Policy Pract., 37(2), 129–143.
Transportation Research Board (TRB). (2000). Highway capacity manual, Transportation Research Board, National Research Council, Washington D.C.
Troutbeck, R. (1991). “Unsignalized intersections and roundabouts in Australia: Recent developments.” Intersections without traffic signals II, Bochum, Germany, 238–257.
Troutbeck, R. (1997). “A review on the process to estimate the Cowan M3 headway distribution parameters.” Traffic Eng. Control, 38(11), 600–603.
Troutbeck, R. (1998a). “Background of HCM section on analysis of performance of roundabouts.” Transportation Research Record. 1646, Transportation Research Board, Washington, D.C., 54–63.
Troutbeck, R. (1998b). “The capacity of a limited priority merge.” Physical Infrastructure Centre Research Rep. 98-4, Queensland Univ. of Technology, School of Civil Engineering, Brisbane, Australia.
Wallwork, M. J. (1997). “Modern roundabouts.” Roundabout Design Workshop, Montpelier, Ver.
Worthington, J. C. (1992). “Roundabout design: A comparison of practice in the UK and France.” PTRC Transport, Highway and Planning Summer Annual Meeting, Univ. of Manchester., 269–279.
Zongzhong, T., et al. (1999). “Implementing the maximum likelihood methodology to measure a driver’s critical gap.” Transp. Res., Part A: Policy Pract., 33(3–4), 187–197.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 133Issue 12December 2007
Pages: 647 - 653

History

Received: Aug 3, 2005
Accepted: May 4, 2007
Published online: Dec 1, 2007
Published in print: Dec 2007

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Authors

Affiliations

Serhan Tanyel [email protected]
Assistant Professor, Dokuz Eylul Univ., Faculty of Engineering, Civil Engineering Dept., 35160 Buca, Izmir, Turkey. E-mail: [email protected]
Türkay Baran [email protected]
Associate Professor, Dokuz Eylul Univ., Faculty of Engineering, Civil Engineering Dept., 35160 Buca, Izmir, Turkey. E-mail: [email protected]
Mustafa Özuysal [email protected]
Research Assistant, Dokuz Eylul Univ., Faculty of Engineering, Civil Engineering Dept., 35160 Buca, Izmir, Turkey. E-mail: [email protected]

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