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Modeling and Optimization of Traffic Flow in Urban Areas - Czech ...

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64 Chapter 6 Conclusionsoptimal under considered criterion. The solution <strong>of</strong> this problem is solved bythe TORSCHE. The performance <strong>of</strong> all depicted models <strong>and</strong> optimizationstechniques was evaluated <strong>in</strong> simulations <strong>and</strong> compared with real data fromthe traffic <strong>in</strong> Prague.The contributions <strong>of</strong> the thesis are summarized <strong>in</strong> Section 1.2. In ourop<strong>in</strong>ion, the ma<strong>in</strong> contributions are:1. Formalization <strong>of</strong> the traffic <strong>in</strong>tersection model (extended by the meanwait<strong>in</strong>g time) used to drivers wait<strong>in</strong>g time balanc<strong>in</strong>g.2. CCPN based general light controlled <strong>in</strong>tersection model verified on realdata.3. Algorithm for optimization <strong>of</strong> light controlled <strong>in</strong>tersection traffic urbanregion.6.2 Future ResearchCurrent work aims at <strong>in</strong>corporat<strong>in</strong>g several <strong>in</strong>tersections based on CCPN<strong>in</strong>to a complex traffic region model. In order to model the traffic with higherprecision (i.e. <strong>in</strong>corporat<strong>in</strong>g logarithmic stream model captur<strong>in</strong>g the outputflow as non-monotonic function <strong>of</strong> the flow density) we are develop<strong>in</strong>g a modelbased on cont<strong>in</strong>uous Petri Nets. As future work we would like to <strong>in</strong>cludeadditional practical constra<strong>in</strong>ts to the problem (e.g., supervisory systemsperform<strong>in</strong>g high-level optimization on the model).

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