Article ID: | iaor1993176 |
Country: | United States |
Volume: | 25B |
Issue: | 1 |
Start Page Number: | 55 |
End Page Number: | 74 |
Publication Date: | Feb 1991 |
Journal: | Transportation Research. Part B: Methodological |
Authors: | Hou L. Dennis |
Keywords: | vehicle routing & scheduling, measurement |
Progression schemes are widely used for traffic signal control in arterial streets. Under such a scheme a continuous green band of uniform width is provided in each direction along the artery at the desired speed of travel. A basic limitation of existing bandwidth-based programs is that they do not consider the actual traffic volumes and flow capacities on each link in their optimization criterion. Consequently they cannot guarantee the most suitable progression scheme for different traffic flow patterns. This paper presents a new optimization approach for arterial progression that incorporates a systematic traffic-dependent criterion. The method generates a variable bandwidth progression in which each directional road section can obtain an individually weighted bandwidth (hence, the term