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Civil engineering aspects in construction of largest hydroelectric plant in Poland, containing two 46 Mw Francis sets and two 21.2 Mw pump-turbine sets; gravity concrete dam with wide expansion joints was chosen; expansion joints were provided between individual blocks 3 m wide reaching to height of 23.5 m below dam crown from bedrock level; peak power plant incorporating pumped-storage section has capacity of 120 Mw; powerhouse measures 30.55×87.75×15.0 m and is of steel construction filled in with precast units; central concrete-mixing plant installed has two independent continuous production lines, each of 60 cu m of concrete per hour capacity. (11822)
Civil engineering aspects in construction of largest hydroelectric plant in Poland, containing two 46 Mw Francis sets and two 21.2 Mw pump-turbine sets; gravity concrete dam with wide expansion joints was chosen; expansion joints were provided between individual blocks 3 m wide reaching to height of 23.5 m below dam crown from bedrock level; peak power plant incorporating pumped-storage section has capacity of 120 Mw; powerhouse measures 30.55×87.75×15.0 m and is of steel construction filled in with precast units; central concrete-mixing plant installed has two independent continuous production lines, each of 60 cu m of concrete per hour capacity. (11822)
Solina hydro project
Water Power
Kurhanowicz, A. (author)
Water Power ; 20
1968
6 pages
Article (Journal)
English
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