Signal Timing Optimization Based on Fuzzy Compromise Programming for Isolated Signalized Intersection
Table 6
Average performance comparison with low traffic flow.
Schemes
Parameters
Delay
Average stop
Vehicles throughput
Total stops
Scheme (fuzzy compromise programming method)
1
31.1
1.1
4673
19.8
2
31.4
1.09
4669
20
∞
32.5
1.11
4660
21
Scheme (Webster method)
—
39.5
1.19
4622
23.6
Scheme (simply weighted)
—
35.5
1.13
4667
22.1
Scheme (weighted by volume)
35.6
1.19
4634
23.4
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