Algorithm Design for Quantifying IID Sample Clauses

Algorithm Design for Quantifying IID. This study proposed a modified DQT to address the time offset issue. Figure 5-3 shows an example of IID quantification in a modified queuing diagram, in which the horizontal axis is time and the vertical axis is the accumulated number of vehicles. In Figure 5-3, the arrival and departure flow curves are drawn at the moments they are measured, so that the horizontal distance between the two curves represents the travel time from the upstream loop station to the downstream one, and the vertical distance between two curves is the number of vehicles between the two loop stations. Thus the area enclosed by the upstream arrival and downstream departure curves is the total travel time for all the incident-affected vehicles on the freeway segment bounded by the two loop stations.
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