Abstract
Statement of the problem. The problems of snow deposit modeling on the highways with crash barriers during blizzards in the FlowVision. Results. The highway section passing in the embankment as an experimental section has been considered. The geometric model of the highway section was created. The information resources for creating a hydrodynamic model of snowflow stream of highway embankment with barrier barriers during blizzard were identified. The modeling of the snow deposit process in the experimental section using the FlowVision during blizzards with different parameters was carried out. Conclusions. It was concluded that it is possible to use the FlowVision to improve the methodology for snow protection designing and determining of snow removal parameters for winter road maintenance.
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