Lane-Based Optimization for Macroscopic Network Configuration Designs
Table 3
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
—
705.1623
0.0000
705.1623
0.0000
1965.00
0.3589
33.15
81.85
0.5261
2
—
0.0000
394.8377
394.8377
1.0000
1871.11
0.2110
33.15
48.13
0.5261
Total
—
705.1623
394.8377
1100.0000
3
1
134.9355
—
100.0000
234.9355
0.4256
1865.73
0.1259
86.28
28.72
0.5261
2
265.0645
—
0.0000
265.0645
0.0000
2105.00
0.1259
86.28
28.72
0.5261
Total
400.0000
—
100.0000
500.0000
4
1
200.0000
15.5795
—
215.5795
1.0000
1746.67
0.1234
0.00
28.15
0.5261
2
0.0000
230.9389
—
230.9389
1.0000
1871.11
0.1234
0.00
28.15
0.5261
Total
200.0000
246.5185
—
446.5185
Remarks. Lane marking is prohibited when assigned lane flow = 0.000 pcu/h; 1100.0000 pcu/h is the total demand flow from origin ; 400.0000 and 200.0000 pcu/h are the total 600.0000 pcu/h exit flows entering destination .
