Results of the survey of anti-mudflow structures in the foothills of the Krasnodar region
Национальная академия наук Беларуси

РУП "НПЦ НАН Беларуси по земледелию"

Республиканское научное дочернее унитарное предприятие
Author: U. R. Sidaravichute, S. I. Matsiy, V. S. Matsiy
Article code: UDC 551.3:627.51

Keywords: geotechnical monitoring, anti-mudflow structures, mudflows, mudflow flood

Мелиорация.– 2025. – №2 (112). – P 38–46

The process of inspecting anti-mudflow structures, namely, mudslides of engineering protection combs after the completion of construction work as part of geotechnical monitoring describes. The results of calculating the maximum flow rate of mudflow which amounted to 38.0 m3/s are given. Currently, the facility is in working order and does not require the development of additional strengthening measures.