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Pressure tunnel for pumped storage plant of Roenkhausen
Blasting and excavating procedure used in construction of 360 m long level and 530 m steep sections of pressure tunnel linking upper and lower reservoirs to power plant; blasting and lining of test section, construction procedure, and methods of supervision are described; tunnels and shafts are steel supported and shotcreted.
Pressure tunnel for pumped storage plant of Roenkhausen
Blasting and excavating procedure used in construction of 360 m long level and 530 m steep sections of pressure tunnel linking upper and lower reservoirs to power plant; blasting and lining of test section, construction procedure, and methods of supervision are described; tunnels and shafts are steel supported and shotcreted.
Pressure tunnel for pumped storage plant of Roenkhausen
Der Druckstollen des Pumpspeicherwerks Roenkhausen
Riemann, U. (author)
Tiefbau ; 8
1966
6 pages
Article (Journal)
German
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