Capacity of Multi-Lane Roundabout: Methodology Based on Lane Utilization
Traffic roundabout is a priority junction, whose capacity is typically captured by the entry capacities of individual approaches while considering the effects of conflicting flows. For a single-lane roundabout, entry capacity is traditionally analyzed based on gap acceptance where entering vehicles seek an acceptable gap among the circulating flow. An example of this approach can be found in HCM. This paper provides an extension to this approach for multi-lane roundabout. Through an analysis of lane utilization, entry capacity is estimated for each entry lane. Reserve capacity is then used as a measure to assess the overall roundabout performance. This paper also studies the sensitivity of drivers’ lane choices on the overall capacity of traffic roundabouts.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0784407991
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Bie, J P
- Lo, Hong K
- Wong, S C
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Conference:
- Applications of Advanced Technology in Transportation. The Ninth International Conference
- Location: Chicago Illinois, United States
- Date: 2006-8-13 to 2006-7-16
- Publication Date: 2006
Language
- English
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 590-595
- Monograph Title: Applications of Advanced Technology in Transportation. Proceedings of the Ninth International Conference
Subject/Index Terms
- TRT Terms: Gap acceptance; Highway operations; Highway traffic control; Methodology; Roundabouts; Traffic; Traffic circles; Traffic density; Traffic flow
- Uncontrolled Terms: Lane utilization factors; Multilane roundabouts; Roundabout entry lane
- Subject Areas: Highways; Operations and Traffic Management; Planning and Forecasting; I72: Traffic and Transport Planning; I73: Traffic Control;
Filing Info
- Accession Number: 01038559
- Record Type: Publication
- ISBN: 0784407991
- Files: TRIS
- Created Date: Dec 29 2006 11:07AM