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

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2.4 Control <strong>of</strong> The Simple Intersection Model 15w( k)q( k)Simple <strong>in</strong>tersection modelx M( k)NMPC( C , T ph , ± , ¹ )w( k, k+ T ph)Fig. 2.6: NMPC control loop§J10 810 710 610 510 410 9 LQ RegulatorNMPC (unknown <strong>in</strong>com<strong>in</strong>g traffic)NMPC (known <strong>in</strong>com<strong>in</strong>g traffic)0 1 2 3 4 5 6 7 x 10 4t [s]Fig. 2.7: Evolution <strong>of</strong> accumulated objective functionways. For example, we can extend the controller by tak<strong>in</strong>g <strong>in</strong>to accountfuture <strong>in</strong>com<strong>in</strong>g flow. In practice, we can measure this traffic <strong>in</strong> a previous,neighbor<strong>in</strong>g <strong>in</strong>tersection (as shown by [Lei 01]) <strong>and</strong> forward this <strong>in</strong>formationto the next <strong>in</strong>tersection controller. In this way, the predictive controller canprepare a much better control action. Try<strong>in</strong>g this approach on the simple<strong>in</strong>tersection model, add<strong>in</strong>g feedforward traffic <strong>in</strong>formation to the NMPC isable to reduce the cost function J by about 37%. The accumulative value <strong>of</strong>the cost function J for different controllers is depicted <strong>in</strong> Fig. 2.7. We can seethat the NMPC yields much better results than LQR, <strong>and</strong> that feedforwardfrom the <strong>in</strong>com<strong>in</strong>g traffic improves the result even further.To evaluate the sensitivity <strong>of</strong> the NMPC to the <strong>in</strong>com<strong>in</strong>g flow, the fol-

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