Study on the Weaving Behavior of High Density Bidirectional Pedestrian Flow

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="765659.fig.003a" src="https://static.hindawi.com/articles/mpe/volume-2014/765659/figures/765659.fig.003a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>
                *Volume at 3000 person/h in the bidirectional passageway</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="765659.fig.003b" src="https://static.hindawi.com/articles/mpe/volume-2014/765659/figures/765659.fig.003b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Volume at 4000 person/h in the bidirectional passageway</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="765659.fig.003c" src="https://static.hindawi.com/articles/mpe/volume-2014/765659/figures/765659.fig.003c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Volume at 5000 person/h in the bidirectional passageway</td></tr></table></td></tr></table>

<table>Weaving area, impact area, and no impact area of different volumes. Note: *impact area is the rectangle area without weaving area, and the coordinate range is also not containing.</table>

Mathematical Problems in Engineering

fig3

Figure 3

Figure 3: Study on the Weaving Behavior of High Density Bidirectional Pedestrian Flow 