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Parking lots 1 and 2 are saturated and their total cumulated flow is equal to their capacity of 30 and 10 vehicles respectively.
Parking lot 3 is not saturated, its total cumulated flow is equal to 40 vehicles, less than its capacity of 60 vehicles.
The global dynamics were obtained by normalising the time according to the maximal time, and the cumulated flow according to the maximal cumulated flow.
The relationship between the cumulated flow and time (equation 2) was obtained by integrating equation 1.
This meant that the slower the increase of the cumulated flow, the longer the experiment took.
The actual flow was the speed at which the cumulated flow increases (dx/dt).
Similar(41)
Estimated amortization time was calculated by the estimated cumulated cash flow.
The time evolution of the cumulated parking flow on each parking option is represented in Fig. 6.
Figure 9 provides the time evolution of the cumulated parking flow on each parking lot, calculated at discrete times, where the solid lines guide the eye.
This group is formed by approximately 6 vehicles for the parking option 1 and 1 vehicle for the parking option 2. Table 3 provides total cumulated parking flows on the three parking lots.
System throughput (ST) It can be defined as the cumulated throughput for all flows in the network.
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