Mathematical Problems in Engineering / 2016 / Article / Tab 5

Research Article

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

Table 5

Average performance comparison with high traffic flow.

Schemes Parameters
DelayAverage stopVehicles throughputTotal stops

Scheme (fuzzy compromise programming method)13538.785162206.8
2348.38.555229202.6
3588.645145209.6
Scheme (Webster method)386.18.734789238.1
Scheme (simply weighted)358.88.815112210.5
Scheme (weighted by volume)368.18.985005217

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