TL;DR
This paper investigates the capacity drop phenomenon in freeway traffic flow, demonstrating that incorporating capacity drop into control models significantly improves ramp metering effectiveness and traffic management.
Contribution
It introduces a mixed integer linear program-based model predictive controller that accounts for capacity drop, outperforming traditional controllers that ignore this phenomenon.
Findings
Ignoring capacity drop leads to suboptimal control.
The proposed MPC with capacity drop is optimal with sufficient horizon.
Heuristic controllers improve over ignoring capacity drop but are less effective than the proposed method.
Abstract
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 drop, leading to suboptimal controllers. In this paper, we consider a cell transmission model of traffic flow that incorporates capacity drop to study the problem of optimal freeway ramp metering. We show that, if capacity drop is ignored in the control design, then the resulting controller, obtained via a convex program, may be significantly suboptimal. We then propose an alternative model…
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