Lane-Based Optimization for Macroscopic Network Configuration Designs
Table 4
Optimization results for intersection .
From arm,
Lane,
To arm, Assigned lane flow (pcu/h)
Total lane flow (pcu/h)
Turning proportion
Saturation flow (pcu/h)
Flow factor,
Start of green (s)
Effective green (s)
Degree of saturation
1
3
4
1
1
—
446.5185
38.6138
485.1323
0.0796
1945.64
0.2493
58.13
56.87
0.5261
2
—
0.0000
466.5485
466.5485
1.0000
1871.11
0.2493
58.13
56.87
0.5261
Total
—
446.5185
505.1623
951.6807
3
1
28.4705
—
200.0000
228.4705
0.8754
1771.19
0.1290
23.71
29.42
0.5261
2
271.5295
—
0.0000
271.5295
0.0000
2105.00
0.1290
23.71
29.42
0.5261
Total
300.0000
—
200.0000
500.0000
4
1
200.0000
0.0000
—
200.0000
1.0000
1746.67
0.1145
58.13
80.58
0.1705
2
0.0000
153.4815
—
153.4815
1.0000
1871.11
0.0820
0.00
18.71
0.5261
Total
200.0000
153.4815
—
353.4815
Remarks. Lane marking is prohibited when assigned lane flow = 0.000 pcu/h; 500.0000 pcu/h is the total demand flow from origin ; 446.5185 and 153.4815 pcu/h are the total 600.0000 pcu/h exit flows entering destination .
