Mathematical Problems in Engineering / 2016 / Article / Tab 6

Research Article

Signal Timing Optimization Based on Fuzzy Compromise Programming for Isolated Signalized Intersection

Table 6

Average performance comparison with low traffic flow.

Schemes Parameters
DelayAverage stopVehicles throughputTotal stops

Scheme (fuzzy compromise programming method)131.11.1467319.8
231.41.09466920
32.51.11466021
Scheme (Webster method)39.51.19462223.6
Scheme (simply weighted)35.51.13466722.1
Scheme (weighted by volume)35.61.19463423.4

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