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Filtration Features in the Base of the Bratsk HPP (Hydroelectric Power Station) Concrete Dam
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作者 Mark A. Sadovich Tatyana F. Shlyakhtina +2 位作者 Anna M. Kuritsyna Anastasia A. Shkuleva Irina S. Semenova 《Journal of Civil Engineering and Architecture》 2018年第8期543-549,共7页
The design protection of the base of the Bratsk HPP (Hydroelectric Power Station) dam from filtration coming from the water reservoir included the arrangement of several cement-grout curtains and the system of drain... The design protection of the base of the Bratsk HPP (Hydroelectric Power Station) dam from filtration coming from the water reservoir included the arrangement of several cement-grout curtains and the system of drainage holes in the 2nd and 4th columns. During operation, increased hydrostatic back pressure at the base of the dam was found, which indicated the low efficiency of the base design protection. To reduce back pressure B. E. Vedeneev Hydro Technic Institute proposed the device of “advanced” drainage holes from the cement-grout gallery near the upstream face. The implementation of the proposal in a number of sections of the dam has led to a decrease in back pressure, but affected filtration in the drainage system, increasing it significantly. The article examines filtration features of “advanced” drainage holes and their dependence on the severity of winters. The spread of the practice of “advanced” drainage in other sections of the dam requires caution and further investigations of the nature of filtration. 展开更多
关键词 Cement-grout curtain base drainage back pressure “advanced” drainage BOREHOLE seepage discharge filtration mode.
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