Article ID: | iaor19951770 |
Country: | United States |
Volume: | 28B |
Issue: | 4 |
Start Page Number: | 269 |
End Page Number: | 287 |
Publication Date: | Aug 1994 |
Journal: | Transportation Research. Part B: Methodological |
Authors: | Daganzo Carlos F. |
Keywords: | queues: applications |
This paper presents a simple representation of traffic on a highway with a single entrance and exit. The representation can be used to predict traffic’s evolution over time and space, including transient phenomena such as the building, propagation, and dissipation of queues. The easy-to-solve difference equations used to predict traffic’s evolution are shown to be the discrete analog of the differential equations arising from a special case of the hydrodynamic model of traffic flow. The proposed method automatically generates appropriate changes in density at locations where the hydrodynamic theory would call for a shockwave; i.e., a jump in density such as those typically seen at the end of every queue. The complex side calculations required by classical methods to keep track of shockwaves are thus eliminated. The paper also shows how the equations can mimic the real-life development of stop-and-go traffic within moving queues.