Carch for optimal hydraulic and hydrodynamic onditions within the end revetment on the utlet of the sura hydro development
KeywordsHydrodynamic Pressure Hydraulic Jump Unit Discharge Lower Pool Hydrodynamic Load
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- 1.Guide to Chamber SNiP 11-54-77. Concrete and Reinforced-Concrete Dams. Design Standards. Vol. 1. Ge: Principles. Calculations of Concrete and Reinforced-Concrete Dams. Book 3. Guide to Hydraulic Calculations: 1 83 [in Russian], VNIIG, Leningrad (1983).Google Scholar
- 2.Hydraulic Calculation of Outlet Works: Handbook [in Russian], Énergoatomizat, Moscow (1988).Google Scholar
- 3.S. A. Kuz'min and Yu. I. Nikolaenko, “Assignment of revetment dimesions in the lower pool of multiple spillway dams,” Tr. LPI, No. 375 (1981).Google Scholar
- 4.N. T. Kaveshnikov, “Destruction of the end section of a spillway dam,” in: On-Site and Laboratory Investigation Hydraulic Structures [in Russian], MGMI, Moscow (1987).Google Scholar
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