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Mathematical Problems in Engineering
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2019
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Article
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Tab 4
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Research Article
An Improved Critical-Edge Model for Finding Optimal Contraflow Links Considering the Influence of Intersections
Table 4
Simulated evacuation time after capacity expansion of critical links for different demand patterns (minute).
Optimal conditions
critical links for expansion
Demand mode
Pattern 1
Pattern 2
Pattern 3
Original network
none
78(minutes)
68
49
Ignoring intersection
(14,16)
73
63
46
Considering intersection
(4,9)
65
60
44