Microscopic Theory of Traffic Flow Instability Governing Traffic Breakdown at Highway Bottlenecks: Growing Wave of Increase in Speed in Synchronized Flow
Boris S. Kerner

TL;DR
This paper introduces a new traffic flow instability, the S→F instability, which causes local speed increases and can trigger traffic breakdowns at highway bottlenecks, differing from classical deceleration-based instabilities.
Contribution
The study reveals the existence of a growing speed-up wave in synchronized flow, governed by driver over-acceleration delay, and explains traffic breakdown as a nucleation process.
Findings
S→F instability causes local speed increases in synchronized flow.
Traffic breakdown is governed by the nucleation of large speed peaks.
S→F instability explains metastability of free flow at bottlenecks.
Abstract
We have revealed a growing local speed wave of increase in speed that can randomly occur in synchronized flow (S) at a highway bottleneck. The development of such a traffic flow instability leads to free flow (F) at the bottleneck; therefore, we call this instability as an SF instability. Whereas the SF instability leads to a local {\it increase in speed} (growing acceleration wave), in contrast, the classical traffic flow instability introduced in 50s--60s and incorporated later in a huge number of traffic flow models leads to a growing wave of a local {\it decrease in speed} (growing deceleration wave). We have found that the SF instability can occur only, if there is a finite time delay in driver over-acceleration. The initial speed disturbance of increase in speed (called "speed peak") that initiates the SF instability occurs…
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