Integration of Model-Based Signal Control and Queue Spillover Control for Urban Oversaturated Signalized Intersection

Table 5

Total delay at Intersection 1 with different traffic scenarios.

Traffic volume factor	Proposed method	Model-based predictive control	Adaptive signal control
0.2	380	396.1(+4.1%)	424.7(+10.5%)
0.4	436.2	442.3(+1.38%)	452.5(+3.6%)
0.6	442.5	506.4(+12.62%)	482.1(+8.2%)
0.8	452.8	525.1(+13.77%)	517.5(+12.5%)
1	469.4	535.1(+12.28%)	525.3(+10.64%)
1.2	492.4	656.8(+25.03%)	642.4(+23.35%)