TY - JOUR
T1 - Analysis and Modeling of Pedestrian Flow in a Confined Corridor Focusing on the Headway Distance and Velocity of Pedestrians
AU - Minegishi, Yoshikazu
AU - Ohmiya, Yoshifumi
AU - Sano, Tomonori
AU - Tange, Manabu
N1 - Funding Information:
This research was funded by the “Collaborative Use and Research Fund of the Research Center for Fire Safety Science,” Tokyo University of Science, 2015. The experiments were conducted by the joint research group of the Akeno Facility Resilience Institute, FDM, Obayashi Corporation, Kajima Corporation, Shibaura Institute of Technology, Shimz Corporation, National Research Institute for Fire and Disaster, Taisei Corporation, Takenaka Corporation, Tokyo University of Science, and Waseda University (all are in Japan, in Japanese alphabetical order). We would like to express our gratitude to all those who have supported our research.
Publisher Copyright:
© 2021, The Author(s), under exclusive licence to Springer Science+Business Media, LLC, part of Springer Nature.
PY - 2022/3
Y1 - 2022/3
N2 - In fire evacuation situations, at corridors, many evacuees are plagued by high density, low velocity, and long waiting time. Therefore, engineers have to consider the countermeasure preventing crowd accidents. For this purpose, the development of pedestrian simulators that are constructed with concrete physical parameters, such as the headway distance between pedestrians, velocity, and specific flow, is required. To acquire the evacuation behavior in corridors, we conducted well-controlled pedestrian walking experiments in a confined corridor with realistic architectural geometry and modeled the pedestrian behaviors. An experimental loop corridor was constructed to acquire stable pedestrian flows without distractions from bottlenecks or merging flows. We conducted five experiments with different density patterns with an average density ranging from 1.28 to 3.42 people/m2 and a maximum of 96 test participants. We found that when the headway distance is 0.55–1.15 m, the velocity increases linearly with increasing headway distance, similar to single-file experiments. When the density is higher than 2.35 people/m2, the pedestrians cannot walk at a constant speed, and they exhibit stop-and-go behavior. In this situation, the percentage of pedestrians who walk at a headway distance of approximately 0.4–0.5 m, which is the minimum headway distance, increases. In addition, the fundamental diagram between density and velocity is acquired at a density higher than 1.4 people/m2 as an inversely proportional function. The density dependence on the specific flow is a linear function. The maximum specific flow is acquired at the marginal minimum density where a linear relationship is maintained.
AB - In fire evacuation situations, at corridors, many evacuees are plagued by high density, low velocity, and long waiting time. Therefore, engineers have to consider the countermeasure preventing crowd accidents. For this purpose, the development of pedestrian simulators that are constructed with concrete physical parameters, such as the headway distance between pedestrians, velocity, and specific flow, is required. To acquire the evacuation behavior in corridors, we conducted well-controlled pedestrian walking experiments in a confined corridor with realistic architectural geometry and modeled the pedestrian behaviors. An experimental loop corridor was constructed to acquire stable pedestrian flows without distractions from bottlenecks or merging flows. We conducted five experiments with different density patterns with an average density ranging from 1.28 to 3.42 people/m2 and a maximum of 96 test participants. We found that when the headway distance is 0.55–1.15 m, the velocity increases linearly with increasing headway distance, similar to single-file experiments. When the density is higher than 2.35 people/m2, the pedestrians cannot walk at a constant speed, and they exhibit stop-and-go behavior. In this situation, the percentage of pedestrians who walk at a headway distance of approximately 0.4–0.5 m, which is the minimum headway distance, increases. In addition, the fundamental diagram between density and velocity is acquired at a density higher than 1.4 people/m2 as an inversely proportional function. The density dependence on the specific flow is a linear function. The maximum specific flow is acquired at the marginal minimum density where a linear relationship is maintained.
KW - Density
KW - Evacuation
KW - Headway distance
KW - Pedestrian
KW - Specific flow
KW - Velocity
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U2 - 10.1007/s10694-021-01173-3
DO - 10.1007/s10694-021-01173-3
M3 - Article
AN - SCOPUS:85114362105
SN - 0015-2684
VL - 58
SP - 709
EP - 735
JO - Fire Technology
JF - Fire Technology
IS - 2
ER -