On the Impact of the Capacity Drop Phenomenon for Freeway Traffic Flow Control
@article{Cao2021OnTI, title={On the Impact of the Capacity Drop Phenomenon for Freeway Traffic Flow Control}, author={Michael E. Cao and Gustav Nilsson and Samuel D. Coogan}, journal={2021 IEEE Conference on Control Technology and Applications (CCTA)}, year={2021}, pages={1037-1042} }
Capacity drop is an empirically observed phenomenon in vehicular traffic flow on freeways whereby, after a critical density is reached, a state of congestion sets in, but the freeway does not become decongested again until the density drops well below the critical density. This introduces a hysteresis effect so that it is easier to enter the congested state than to leave it. However, many existing first-order models of traffic flow, particularly those used for control design, ignore capacity…
References
SHOWING 1-10 OF 19 REFERENCES
Empirical observations of capacity drop in freeway merges with ramp control and integration in a first-order model
- Computer Science
- 2013
Convexity and robustness of dynamic traffic assignment and freeway network control
- Computer Science
- 2015
Model predictive control for optimal coordination of ramp metering and variable speed limits
- Business
- 2005
First-order traffic flow models incorporating capacity drop: Overview and real-data validation
- Computer Science
- 2017
On distributed computation of optimal control of traffic flow over networks
- Mathematics, Computer Science2016 54th Annual Allerton Conference on Communication, Control, and Computing (Allerton)
- 2016
The necessary condition, as given by the maximum principle, is examined to provide sufficient conditions under which the optimal control is unique for non-strict convex cost functions, and of bang-bang type, for a linear network.
Optimal freeway ramp metering using the asymmetric cell transmission model
- Computer Science
- 2006
On Distributed Optimal Control of Traffic Flows in Transportation Networks
- Computer Science2018 IEEE Conference on Control Technology and Applications (CCTA)
- 2018
This work model traffic flow dynamics by the cell-transmission model and focuses on system-optimum dynamic traffic assignment and freeway network control, focusing on some recently proposed provably exact convex relaxations.
On kinematic waves II. A theory of traffic flow on long crowded roads
- EngineeringProceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences
- 1955
The theory of kinematic waves is applied to the problem of estimating how a ‘hump’, or region of increased concentration, will move along a crowded main road, and is applicable principally to traffic behaviour over a long stretch of road.