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The use of Micro-Simulation in Determining the Capacity of Roundabout with a Multi-Channel Pedestrian Flow

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Figure

Fig. 2. Geometry of the roundabout (distances are measured in meters)
Table 2. Counting of PCU and pedestrians i for the time interval of 3 hours at MP.
Fig. 3. An individual roundabout arm (for the observed area see Figure 2)
Fig. 5. Algorithm of the course of operating the simulation model of the roundabout
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