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Open Access

Correction

Correction: A universal function for capacity of bidirectional pedestrian streams: Filling the gaps in the literature

  • Claudio Feliciani,
  • Hisashi Murakami,
  • Katsuhiro Nishinari

In Fig 16, the graphs appearing on the right side of the figure have mistakenly been duplicated. Please see the correct Fig 16 here.

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Fig 16. Transient capacity function and ability to depict transition to congestion.

In the right side congested areas are given using red crosses, non-congested with green circles. In (a) a threshold of 1.00 m−1 for the relative rotation range is used to define congestion, in (b) the threshold is 3.00 m−1. Parameters used in the equations are: n = 25, qmin = 0.75 (m⋅s)−1 and qmax = 2.2 (m⋅s)−1 for (a) and n = 5, qmin = 0.80 (m⋅s)−1, qmax = 2.2 (m⋅s)−1. In the graphs on the left τ is varied from 0 to 1 (0 being the darkest line and 1 the lightest).

https://doi.org/10.1371/journal.pone.0216314.g001

Reference

  1. 1. Feliciani C, Murakami H, Nishinari K (2018) A universal function for capacity of bidirectional pedestrian streams: Filling the gaps in the literature. PLoS ONE 13(12): e0208496. https://doi.org/10.1371/journal.pone.0208496 pmid:30566499

Citation: Feliciani C, Murakami H, Nishinari K (2019) Correction: A universal function for capacity of bidirectional pedestrian streams: Filling the gaps in the literature. PLoS ONE 14(4): e0216314. https://doi.org/10.1371/journal.pone.0216314

Published: April 25, 2019

Copyright: © 2019 Feliciani et al. This is an open access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.