| Literature DB >> 32517631 |
Hantao Zhao1, Tyler Thrash1,2,3, Mubbasir Kapadia4, Katja Wolff5, Christoph Hölscher1, Dirk Helbing6, Victor R Schinazi1,7.
Abstract
Dense crowds in public spaces have often caused serious security issues at large events. In this paper, we study the 2010 Love Parade disaster, for which a large amount of data (e.g. research papers, professional reports and video footage) exist. We reproduce the Love Parade disaster in a three-dimensional computer simulation calibrated with data from the actual event and using the social force model for pedestrian behaviour. Moreover, we simulate several crowd management strategies and investigate their ability to prevent the disaster. We evaluate these strategies in virtual reality (VR) by measuring the response and arousal of participants while experiencing the simulated event from a festival attendee's perspective. Overall, we find that opening an additional exit and removing the police cordons could have significantly reduced the number of casualties. We also find that this strategy affects the physiological responses of the participants in VR.Entities:
Keywords: crowd disasters; crowd simulation; physiological arousal; spatial cognition; virtual reality
Mesh:
Year: 2020 PMID: 32517631 PMCID: PMC7328386 DOI: 10.1098/rsif.2020.0116
Source DB: PubMed Journal: J R Soc Interface ISSN: 1742-5662 Impact factor: 4.118
Figure 1.Illustration of the festival area, including the locations of the surveillance cameras used for the simulations, the police cordons (P1–P4) and the casualty area. Adapted from an image created by Helbing & Mukerji [7].
Figure 2.Four different views of the virtual environment. (a) View of the tunnel. (b) View of the overall area with both the main and side ramps. (c) View of the tunnel and a narrow staircase from the entrance to the main ramp. (d) View of the main ramp from a similar position to surveillance camera 13.
Figure 3.Illustration of the 10 simulated scenarios. Green arrows represent the in- and outflow of the crowd. Blue lines represent the police cordons, and the orange crosses represent the removal of the main fences along the main ramp. Scenario O represents the original simulation; the F scenarios represent the removal of fences; the S scenarios represent the separation of inflow and outflow; the R scenarios represent the inclusion of the side ramp; and the E scenarios represent opening the additional exit. Each of these intervention scenarios has two conditions, either with (+) or without (−) police cordons (P).
Means and standard deviations (in parentheses) of simulation results for all 10 replications. Scenario O represents the original simulation; the F scenarios represent the removal of fences; the S scenarios represent the separation of inflow and outflow; the R scenarios represent the inclusion of the side ramp; and the E scenarios represent opening the additional exit. Each of the intervention scenarios has two conditions, with (+) or without (−) police cordons (P). The measures reported here include maximum occupation (max), simulated casualties (D4 and D6), throughput (TP), general crowd density (density) near the main ramp and congestion. Cronbach’s α represents the consistency of these measures across the 10 replications.
| scenario | max | D4 | D6 | TP | density | congestion |
|---|---|---|---|---|---|---|
| 11.1 (1.8) | 357.8 (39.2) | 28.7 (6.8) | 13.1 (9.7) | 0.889 (0.004) | 35220.5 (19.9) | |
| 6.6 (0.5) | 192.3 (32.5) | 1.4 (1.5) | 9.1 (5.8) | 0.899 (0.012) | 35231.1 (18.4) | |
| 8.2 (0.8) | 392.1 (33.8) | 19.5 (5.0) | 17.5 (6.1) | 0.826 (0.007) | 35259.9 (28.2) | |
| 7.6 (0.5) | 338 (46) | 13.8 (5.4) | 20.9 (10.0) | 0.832 (0.005) | 3526 (37) | |
| 3 (0) | 0 (0) | 0 (0) | 10581.1 (73.5) | 0.203 (0.003) | 4255.9 (14.3) | |
| 2.4 (0.5) | 0 (0) | 0 (0) | 13568.8 (146.3) | 0.195 (0.002) | 3313.8 (43.4) | |
| 9.8 (0.9) | 189.3 (31.8) | 15.8 (4.6) | 29.4 (8.0) | 0.836 (0.013) | 35200.9 (32.1) | |
| 6.2 (0.4) | 120.2 (16.8) | 0.4 (1) | 31.1 (7.1) | 0.856 (0.019) | 35203.2 (30.8) | |
| 3 (0) | 0 (0) | 0 (0) | 17174.2 (89.6) | 0.205 (0.002) | 3997.2 (13.4) | |
| 2.3 (0.5) | 0 (0) | 0 (0) | 18926.3 (84.1) | 0.195 (0.001) | 3261.7 (14.5) | |
| 0.994 | 0.997 | 0.989 | 0.999 | 0.999 | 0.999 |
Results of the ANOVAs based on simulation data for each dependent variable (DV). Across all DVs, there are reliable effects for the presence of police cordons and other variations across scenarios. MSE represents mean squared error.
| DV | effect | MSE | ||
|---|---|---|---|---|
| police cordons | 163.636 | 0.611 | <0.001 | |
| scenario | 309.625 | 0.611 | <0.001 | |
| interaction | 29.495 | 0.611 | <0.001 | |
| police cordons | 116.584 | 714.914 | <0.001 | |
| scenario | 744.874 | 714.914 | <0.001 | |
| interaction | 32.211 | 714.914 | <0.001 | |
| police cordons | 189.153 | 12.384 | <0.001 | |
| scenario | 101.953 | 12.384 | <0.001 | |
| interaction | 55.153 | 12.384 | <0.001 | |
| police cordons | 5313.469 | 4230.030 | <0.001 | |
| scenario | 342056.024 | 4230.030 | <0.001 | |
| interaction | 2216.595 | 4230.030 | <0.001 | |
| police cordons | 4.183 | 0.00008 | 0.044 | |
| scenario | 32322.325 | 0.00008 | <0.001 | |
| interaction | 9.603 | 0.00008 | <0.001 | |
| police cordons | 3759.747 | 735.106 | <0.001 | |
| scenario | 8110471.825 | 735.106 | <0.001 | |
| interaction | 1489.341 | 735.106 | <0.001 |
Figure 4.Change in the number of danger zones (D4 and D6) for the first repetition of the O simulation from 15.20 to 16.40. The number of danger zones increases over time until 16.15 and then suddenly decreases because of the removal of the main fence. This graph peaked at 27 danger zones around 16.15.
Figure 5.Density maps of the general ramp area at 16.00 for the first repetition of each scenario. The blue lines represent walls and fences. The red dots represent the numbers of pedestrians in each grid cell. The colour bar on the right reflects the number of people in each cell.
Figure 6.Screenshots from (a) the O (original) scenario and (b) E–P scenario (additional exit without police cordons) in the virtual reality environment.
Figure 7.Difference between O and E−P scenarios in terms of (a) nSCR and (b) AmpSum. The error bars represent the standard error of the difference between the two groups. Although both trends are in the same direction, we only found a significant difference in terms of nSCR (p = 0.029).