A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Evolution of development of Hongrin-Leman falls
Development required piercing 20.8 km of aqueduct tunnels and construction of two-arch dams which give daily storage capacity of 750,000 cu m; 1220 m long 2.9 m diam steel-lined shaft with 78.6% slope delivers water at rate of 32.5 cu m/sec under 840 m average head to four double-wheel Pelton turbines driving combined generator-motors capable of delivering 60 Mw each; during pumping periods, motors drive four five-stage pumps with 24.7 cu m/sec total output.
Evolution of development of Hongrin-Leman falls
Development required piercing 20.8 km of aqueduct tunnels and construction of two-arch dams which give daily storage capacity of 750,000 cu m; 1220 m long 2.9 m diam steel-lined shaft with 78.6% slope delivers water at rate of 32.5 cu m/sec under 840 m average head to four double-wheel Pelton turbines driving combined generator-motors capable of delivering 60 Mw each; during pumping periods, motors drive four five-stage pumps with 24.7 cu m/sec total output.
Evolution of development of Hongrin-Leman falls
Evolution du projet d'amenagement de la chute Hongrin-Leman
Lambert, R.H. (author) / Cousin, L.W. (author)
1965
9 pages
Article (Journal)
French
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