Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Drainage of the underground structures of the Nurek hydroelectric station
Conclusions In connection with the considerable depth of the underground structures of the Nurek station below the groundwater level, a necessary condition for their rational design and construction is the use of drainage to lower the groundwater level to acceptable values.For the given hydrogeologic conditions, layout, and designs the construction of general drainage in the region of the penstocks (right bank) and local drainage in the spillway and other free-flowing structures is the optimal decision for the creation of drainage of the underground structures.The main type of local drainage for underground free-flowing structures under the construction conditions at the Nurek station is hole drainage, which is distinguished by a high draining capacity, simplicity of installation and restoration, possibility of combining it with grouting operations, and economy.Drainage bands of granular materials, precast members, etc., and pipes for discharging the drainage waters should be positioned in tunnels in rock within the limits of the lining in order to avoid overbreakages and complication of traffic movement.To establish the effectiveness of drainage in underground structures, it is necessary to provide for the installation of appropriate monitoring and measuring devices for determining the level of groundwaters and their presure on the lining and the quantity and quality of the water being drained.
Drainage of the underground structures of the Nurek hydroelectric station
Conclusions In connection with the considerable depth of the underground structures of the Nurek station below the groundwater level, a necessary condition for their rational design and construction is the use of drainage to lower the groundwater level to acceptable values.For the given hydrogeologic conditions, layout, and designs the construction of general drainage in the region of the penstocks (right bank) and local drainage in the spillway and other free-flowing structures is the optimal decision for the creation of drainage of the underground structures.The main type of local drainage for underground free-flowing structures under the construction conditions at the Nurek station is hole drainage, which is distinguished by a high draining capacity, simplicity of installation and restoration, possibility of combining it with grouting operations, and economy.Drainage bands of granular materials, precast members, etc., and pipes for discharging the drainage waters should be positioned in tunnels in rock within the limits of the lining in order to avoid overbreakages and complication of traffic movement.To establish the effectiveness of drainage in underground structures, it is necessary to provide for the installation of appropriate monitoring and measuring devices for determining the level of groundwaters and their presure on the lining and the quantity and quality of the water being drained.
Drainage of the underground structures of the Nurek hydroelectric station
Ilyushin, V. F. (Autor:in)
1972
Aufsatz (Zeitschrift)
Englisch
BKL:
56.30
Wasserbau
Lokalklassifikation TIB:
770/6550/8000
Drainage of the underground structures of the Nurek hydroelectric station
| Springer Verlag | 1972
Advanced design solutions for underground structures at nurek hydroelectric station
| Online Contents | 1977
Advanced design solutions for underground structures at nurek hydroelectric station
| Springer Verlag | 1977
Construction of the Nurek hydroelectric station penstocks
| Springer Verlag | 1972
Construction of the Nurek hydroelectric station penstocks
| Online Contents | 1972