Ïîçäðàâëåíèå Àðãàëó Ýäãàðó Ñåðàôèìîâè÷ó 2024 ã. èñïîëíèëîñü 90 ëåò äîêòîðó òåõíè÷åñêèõ íàóê, ïðîôåññîðó, íåèçìåííîìó ÷ëåíó ðåäêîëëåãèè æóðíàëà "Ãèäðîòåõíè÷åñêîå ñòðîèòåëüñòâî"
Technical solution for reconstruction of the crest of the Lunyangwa earth dam (Malawi) is considered. The rehabilitation was caused by the revision of the maximum flow parameters and the requirement to increase the storage capacity of the reservoir. The requirements of Russian and international standards concerning dam categories and the choice of the design flood were analyzed.DOI: 10.71917/EP.2024.93.73.003
The purpose of the study is to hydraulically substantiate the effectiveness of the parameters of stilling basin elements behind the shaft spillway at the 16 Tishrin dam in the SYR to ensure the damping of excess kinetic energy of the flow and control the occurrence of deformation in the downstream, which ensures the reliability and safety of the dam and spillway when operating for long periods of time and at large flood flows.DOI: 10.71917/EP.2024.50.32.004
