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Table 3 User Equilibrium traffic flow and congestion index for 24-Node transportation network

From: Optimal joint operation of coupled transportation and power distribution urban networks

Arc

Capacity (vehicle-density)

UE_travelTime (vehicle-minutes)

UE_Flow (vehicle/hour)

Congestion Factor (UE_flow/capacity)

L1–L2

25900.20

6.0

4127.78

0.1593

L2–L3

23403.47

4.0

7742.51

0.3308

L4–L22

25900.20

6.4

4368.14

0.1686

L14–L26

4958.18

4.0

5857.34

0.9830

L23–L24

23403.47

4.3

7730.01

0.3303

L18–L30

17110.52

2.3

13679.45

0.7794

L8–L16

23403.47

7.8

10086.02

0.4309

L7–L17

11110.52

10.20

17463.84

1.572

L15–L16

8229.91

18.08

15096.87

1.834

L9–L19

23403.47

4.23

18448.87

0.7883

L20–L21

5000.0

3.63

4258.92

0.8517

L5–L10

15078.50

4.25

4908.82

0.3255