Analytical Formulation of Autonomous Vehicle Freeway Merging Control with State-Dependent Discharge Rates
Qing Tang, Xianbiao Hu

TL;DR
This paper develops an analytical framework for autonomous vehicle freeway merging control, deriving effective discharge rates and optimizing merging strategies to improve traffic flow and safety.
Contribution
It introduces the first analytical derivation of discharge rates during multi-stage merging and formulates a joint delay and crash risk optimization model.
Findings
Derived closed-form discharge rate expression
Optimized merging reduces traffic delay
Enhanced safety through crash risk minimization
Abstract
The core of the freeway merging control problem lies in dynamic queue propagation and dissipation linked to merging vehicle behavior. Traditionally, queuing is modeled through demand-supply interactions with time varying demand and fixed capacity. However, field observations show flow rates decrease during congestion at freeway merges due to the impact of intersecting traffic, a factor overlooked in fundamental diagrams. This manuscript introduces an analytical approach to characterize and control the dynamic multi-stage merging of autonomous vehicles, prioritizing traffic efficiency and safety. For the first time, the effective discharge rate at the merging point, reduced by the multi-stage dynamic merging process, is analytically derived using a closed form formulation. Leveraging this expression, performance metrics such as queue length and traffic delay are derived as the first…
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Taxonomy
TopicsTraffic control and management · Transportation Planning and Optimization · Vehicle emissions and performance
