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The figure shows how close to demanded throughputs the system delivers, for different maximum queue lengths and measurement periods.
Results showed that volume per toll lane and method of payment significantly affect the average delay and maximum queue lengths of a toll station.
Figure 9 shows the mean number of iterations from 10 independent simulations for different measurement periods and buffer space (i.e., maximum queue lengths).
The figure shows the resulting queuing in amount of packets after adaptation finish, for different maximum queue lengths and measurement periods.
The queuing grows however with longer measurement periods and shorter maximum queue lengths, peaking 16.4 queued packets in average and about 750 ms in queueing delay for 7 s measurement period and maximal queue length of 40 packets.
The developed controlling method was compared with four other methods and showed a good performance in terms of reducing the average and maximum queue lengths, optimizing the given green time amount as needed, and increased the intersection's throughput (increased the given green time utilization).
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Figure 6 Control effects comparison estimated by maximum queue length.
Let Q max be the maximum queue length.
Each AC has a maximum queue length of 50 packets.
The maximum queue length of each queue is set to 15 in our simulation.
The number of outer nodes, k, and the maximum queue length, M, affect the network performance.
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