PSI - Issue 63

Ivan Kolos et al. / Procedia Structural Integrity 63 (2024) 13–20

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The values of the local extremes on the other two sampling zones are in Fig. 6-7.

Fig. 6. Sampling zone 9 – distribution and quantity of droplets in kg/m 2 . Variants 1 to 4, order top to bottom.

Fig. 7. Sampling zone 13 – distribution and quantity of droplets in kg/m 2 . Variants 1 to 4, order top to bottom.

The distribution of droplets on the sampling zone 5 m from the road axis is also shown in a 3D graph for the calculated wind directions in Fig. 8. This graphical representation may allow to better imagine in which places and with what intensity the drops fell on the marked sampling zone.

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