Activation of man-made processes in the event of a sharp change in the level of reservoirs and groundwater due to man-made disasters of hydraulic structures
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Abstract
There are more than 1,100 reservoirs on the territory of Ukraine, which hold about 55.13 km3 of water for the production of electricity, providing water to the population of Ukraine, shipping and fisheries: 43.71 km3 of the Dnipro cascade of reservoirs (including 18.2 km3 of the Kakhov reservoir); 3 km3 Dniester; 8.42 km3 - others. However, in parallel with hydraulic construction and operation of reservoirs, there are problems of preserving ecological balance in nature, as well as complex use of newly formed water bodies and territories bordering them and falling under their influence. The Kakhov reservoir is the second largest in Ukraine. As a result of Russia's military aggression on the territory of Kherson Oblast, a hydrotechnical facility - Kakhovska HPP - was blown up. The result of such criminal actions is the destruction of the dam, the volume and speed of movement of water from the upper beif to the lower depends on the dimensions of the destruction and the parameters of the breakthrough wave - the main factor of damage in a hydrodynamic accident. The destructive action of the breakthrough wave led to a rapid reaction of the geological environment: changes in the hydrogeological regime of the surrounding territory; changes in the stress-strain state, which developed under the conditions of the stabilized state of the existing building; activation of engineering and geological processes - landslides, flooding, manifestation of subsidence properties of loess soils, etc. According to the data of the State Geology and Subsoil Service of Ukraine [1] even before such catastrophic events, the flooding of regions of the territory of Ukraine reached an area of 88.82 thousand km2, the area of landslides was 2148.17 km2. Elimination of the negative consequences of the activation of engineering-geological processes and forecasting their further development largely depend on the timely detection of danger, assessment and forecasting of the degree of geological risk. The article focuses on the analysis of engineering-geological processes before the start of the man-made disaster and covers the periods after, with prognostic assessments for the further resolution of the issue of exiting the critical situation, which requires comprehensive consideration. The possibility of modeling this situation and taking into account the peculiarities of the behavior of the soil environment in such extraordinary conditions will make it possible to carry out such engineering measures that will allow to neutralize the negative impact on the surrounding territory as effectively as possible.
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References
Інформаційний щорічник щодо активізації небезпечних екзогенних геологічних процесів на території України за даними моніторингу ЕГП - Київ; Державна служба геології та надр України, Державне науково-виробниче підприємство "Державний інформаційний геологічний фонд України", 2018. – 98 с.
Взаємодія багатоярусних утримуючих конструкцій з ґрунтовим масивом… : автореф. дис. ... канд. техн. наук : 05.23.02 / Скочко Людмила Олегівна ; Київ. нац. ун-т буд-ва і архітектури. - Київ, 2018. - 24 с.
Носенко В.С. Оцінка стійкості схилу з використанням різних розрахункових методів. / Носенко В.С., Скочко Л.О., Мала-ман А.Р. // Науково-технічний збірник «Основи і фундаменти». – К.: КНУБА. – 2021. – Вип. 43. – С.40-51. DOI: 10.32347/0475-1132.43.2021.40-51
Біда, С.В. Особливості зсувних процесів на схилах річкових долин / С.В. Біда // Будівельні конструкції: міжвід. наук.-техн. збірник. Вип. 75: у 2-х кн.: Книга 2. – К.: ДП НДІБК, 2011. – С. 371–377.
Смолій К.Б. Аналіз сучасних геодезичних та геотехнічних методів моніторингу за деформаціями інженерних споруд. / Смо-лій К.Б. // Збірник наукових праць: Cучасні досягнення геодезичної науки та виробни-цтва. – Львів: Видавництво Львівської політехніки – 2015. Вип. I (29). – С.87-89.
Informational yearbook on the activation of dangerous exogenous geological processes on the territory of Ukraine according to the monitoring data of EGP - Kyiv; State Service of Geology and Subsoil of Ukraine, State Scientific and Production Enterprise "State Information Geological Fund of Ukraine", 2018. – 98 p.
The interaction of multi-tier retaining struc-tures with the soil massif...: autoref. thesis ... candidate technical Sciences: 05.23.02 / Lyudmila Olehivna Skochko; Kyiv. national University of Building and Architecture. Kyiv, 2018. 24 p.
Nosenko V.S., Skochko L.O., Malaman A.R. (2021). Otsinka stiykosti shilu z vikoristannyam riznih rozrahunkovih metodiv. [Com-parative assessment of the slope stability using different calculation methods]. Naukovo-tehnichniy zbirnik «Osnovi i fundamenti». Kyiv: KNUBA, 43, 40-51 (in Ukrainian). DOI: 10.32347/0475- 1132.43.2021.40-51
Bіda S.V., Kuts O.V. (2016). Otsіnyuvannya stsykosti shiliv richkovih dolin Poltavskogo lesovogo plato. [The evaluation of slopes stability of Poltava river valleys loess plateau]. Visnik Dnipropetrovskogo universitetu. Seriya: geologiya, geografiya. Dnipro: DNU, 24(1), 13-19 (in Ukrainian). DOI: 10.15421/111602
Smolii K.B. (2015) Analiz suchasnykh heodezychnykh ta heotekhnichnykh metodiv monitorynhu za deformatsiiamy inzhenernykh sporud. [Analysis of modern geo-detic and geotechnical methods of monitoring the structures deformation]. Naukovo-tehnichniy zbirnik «Cuchasni dosiahnennia heodezychnoi nauky ta vyrobnytstva». Lviv: Vydavnytstvo Lvivskoi politekhniky, І(29), 87-89 (in Ukrainian).