CASE STUDIES
Nov 15, 2011

Modeling the Relationship between Geometric Design and Weaving Section Flow Process of Conventional Roundabouts

Publication: Journal of Transportation Engineering
Volume 137, Issue 12

Abstract

In this study, a weaving section flow at a conventional roundabout traffic flow situation is being modeled using Parallel Microscopic Simulation software. The findings discuss the traffic performance of the weaving section of the roundabout in terms of level of service (LOS) under Malaysian roundabout geometric design and weaving section flow parameters. The calibration and validation process of the model was successfully made on the basis of fieldwork before the sensitivity analysis of changing parameters of flow and geometric design began. The results of the simulations indicate that slight changes made to roundabout geometric design and weaving section flow parameters can affect the performance (LOS) of the roundabout. It is possible that roundabout geometric design for Malaysian conditions, from JKR Arahan Teknik, had not taken into account the weaving section flow of the roundabout. The study suggested that a study of traffic flow in Malaysian roundabouts was needed in order to close this knowledge gap and to enable the development of models to support the design and traffic operation processes at entry, exit, and weaving sections of conventional roundabouts. However, the significant output from this research shows that by introducing a slight engineering design improvement, better traffic performance at the weaving section of conventional roundabouts can be accomplished.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The writers would like to thanks the Transportation Infrastructure Management and Engineering Centre (TIMEC), Research Management Institute (RMI), and Authorities of Universiti Teknologi MARA (UiTM) for their constant support and encouragement. The writers would also like to acknowledge Mrs. Martini Mohamad, Mr. Muhammad Hanif Haikal, Miss Jafni Adawiyah, Miss Jannah Adriana, and Mr. Muhammad Harraz Hamzi from TMN.SRIANDALAS for their assistance and encouragement in this project.

References

Abdulhai, B., Shalaby, A., Lee, J., and Georgi, A. (2002). “Microsimulation modelling and impact assessment of streetcar transit priority options: The Toronto experience” (paper presented at the Transportation Research Board 81st annual meeting, Washington, DC).
Akcelik, R., and Besley, M. (2004). “Differences between the AUSTROAD roundabout guide and aaSidra roundabout analysis methods.” 26th Conf. of Australian Institute of Transport Research, Clayton Melbourne, December.
Al-Omari, B. H., Al-Masaeid, H. R., and Al-Shawabkah, Y. S. (2004). “Development of a delay model for roundabouts in Jordan.” J. Transp. Eng., 130(1), 76–82, January/February.
Arahan Teknik (Jalan) 11/87. (1987). “A guide to the design of at-grade intersections.” Cawangan Jalan Ibu Pejabat JKR Malaysia Jalan Sultan Salahuddin 50582 Kuala Lumpur.
Bartin, B., Ozbay, K., Yanmaz, O., and Rathi, N. (2005). “Modeling and simulation of an unconventional traffic circle.” Proc. of the 8th Int. IEEE Conf. on Intelligent Transportation Systems, Vienna, Austria, September 13–16, 384–389.
Bergh, T. (1997). “Roundabouts-Current Swedish practice and research.” Proceedings of Third Int. Symp. on Intersections Without Traffic Signals, Portland, OR, 36–44.
Bertini, R., Lindgren, R., and Tantiyanugulchai, S. (2002). “Application of Paramics simulation at a diamond interchange.” Research Report PSU-CE-TRG-02-02. Portland State University, Transportation Research Group.
Botma, H. (1997). “State of the art roundabout in The Netherlands.” Proc. of Third Int. Symp. on Intersections Without Traffic Signals, Portland, OR, 55–60.
Cheu, R., Qi, H., and Lee, D. (2002). “Mobile sensor and sample-based algorithm for freeway incident detection” (paper presented at the Transportation Research Board 81st annual meeting, Washington, DC).
Garber, N. J., and Hoel, L. A. (2002). Traffic and highway engineering, 3rd Ed., Brooks/Cole, Pacific Grove, CA.
Gardes, Y., May, D., Dahlgren, J., and Skabardonis, A. (2002). “Freeway calibration and application of the Paramics model” (paper presented at the Transportation Research Board 81st annual meeting, Washington, DC).
Gipps, P. G. (1986). “A model for the structure of lane changing decisions.” Transp. Res. B, 20B(5), 403–414.
Guicet, B. (1997). “Roundabouts in France: Development, safety design capacity.” Proceedings of Third Int. Symp. on Intersections Without Traffic Signals, Portland, OR, 100–105.
Konig, Saffran, A., and Breckle, H. (1994). “Modelling of drivers’-behaviour.” Vehicle Navigation & Information Systems Conference Proceedings, FZI - Forschungszentrum Informatik Dept. Technical Expert Systems and Robotics, Karlsruhe, Germany, 371–376.
Lee, D., Yang, X., and Chandrasekar, P. (2002). “Parameter calibration and application of the Paramics model” (paper presented at the Transportation Research Boards 81st annual meeting, Washington, DC).
Meng, Q., Khoo, H. L., and Cheu, R. L. (2006). “An Atis-based online dynamic traffic control strategy for the urban expressway-arterial corridor systems.” Reviewed by Committee on Intelligent Transportation Systems (AHB15). Accepted for presentation at the 86th annual meeting of the Transportation Research Board.
Md Diah, J. (2010). “Development of weaving section flow model of conventional roundabout.” Ph.D. thesis (draft).
Md Diah, J., Abdul Rahman, M. Y., and Adnan, M. A. (2008). “Macroscopic assessment performance of Malaysian conventional roundabout in relation to geometric design.” Proc. of the Int. ICCBT Conf. on Construction and Building Technology, Kuala Lumpur, Malaysia, June 16–20.
Md Diah, J., Abdul Rahman, M. Y., Adnan, M. A., and Atan, I. (2010). “Weaving section flow model at weaving area of Malaysian conventional roundabout.” J. Transp. Eng., 136(8), 782–792, August.
Oketch, T., Delsey, M., and Robertson, D. (2004). “Evaluation of performance of modern roundabouts using Paramics micro-simulation model.” TAC 2004 Conference, TSH Associates, Ontario, Canada, 1–13.
Polus, A., Shmueli Lazar, S., and Livneh, M. (2003). “Critical gap as a function of waiting time in determining roundabout capacity.” J. Transp. Eng., 129(5), 504–509.
Rakha, H., Hellinga, B., Van Aerde, M., and Perez, W. (1996). “Systematic verification, validation and calibration of traffic simulation models” (paper presented at the Transportation Research Board 75th annual meeting, Washington, DC, January).
Toledo, T., Koutsopoulos, H. N., and Ben-Akiva, M. E. (2003). “Modeling integrated lane-changing behavior.” Transportation Research Record 1857, 30–38.
Toledo, T., Choudhury, C. F., and Ben-Akiva, M. E. (2005). “Lane-changing model with explicit target lane choice.” Transportation Research Record 1934, Transportation Research Board of the National Academies, Washington, DC, 157–165.
Toledo, T., Koutsopoulos, H. N., and Ben-Akiva, M. E. (2007). “Integrated driving behavior modeling.” Transp. Res. Part C, 15, 96–112.
Wang, R., and Ruskin, H. J. (2002). “Modeling traffic flow at a single-lane urban roundabout.” Comput. Phys. Commun., 147(1–2), 570–576.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 137Issue 12December 2011
Pages: 980 - 986

History

Received: Jan 28, 2009
Accepted: Apr 26, 2011
Published online: Nov 15, 2011
Published in print: Dec 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Senior Lecturer, Faculty of Civil Engineering, Univ. Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia (corresponding author). E-mail: [email protected]
M. Y. Abdul Rahman
Associate Professor, Faculty of Civil Engineering, Univ. Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia
M. A. Adnan
Senior Lecturer, Faculty of Civil Engineering, Univ. Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia
K. Hooi Ling
Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering and Science, Univ. Tunku Abdul Rahman (UTAR), Jalan Genting Kelang, 53300 Setapak, Kuala Lumpur, Malaysia

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share