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Study on Optimal Timing Model for Signalized Roundabout Intersections
1 1 1
Yuntao CHANG , Yu BAI , Daniel(Jian) SUN
1 School of Transportation Engineering, Tongji University, 4800 Cao’an Road,
Shanghai 201804, China, PH (86-21) FAX (86-21) email:
crchanghp@163.com
ABSTRACT
This paper presents a general signal control model for roundabout
intersections. By studying the characteristics of signal control and vehicle movements
occurred at roundabout intersections, the wave theory, along with the HCM2000 delay
function is employed to analyze the features of each part of the vehicle delay,
respectively. Then by setting the objective function and constraints on timing split,
phase sequence, the paper proposed a theoretical optimal timing model for roundabout
intersections based on the traditional dual ring control pattern. Finally, a case study
was provided to illustrate the effect of the model, with numerical results indicating
that the proposed optimal timing model is capable to produce satisfying timing splits.
KEYWORD: Signalized Roundabout Intersection, Optimal Timing, Dual Ring
Pattern
1 INTRODUCTION
Practically, roundabouts have been widely used in many cities in China
because of it many advantages, such as few conflicting points, continuous traffic flow,
driving safety, easy to manage, etc. However, with the growth of urban traffic volume,
roundabouts are becoming the “bottleneck” of urban traffic because its comparable
low capacity due to the unique design mechanism. During the last decade, some
researchers have focused on the signal control for rou
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