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Ten years progress in construction of hydroelectric power plants, particularly weirs and dams
Design and construction of hydroelectric power plants served by low head diversion structures; features of open weirs, roller weirs, hydraulic gates and intake forelays; types of high dams of gravity and arch design; structures for prevention of silt deposits at headworks; features of recent types of excavation and concreting machinery. (See also - nos. 22-23 May 29, 1931, pp. 398-402, no 25 June 19, pp. 461-464, no 26 June 26, pp. 480-484)
Ten years progress in construction of hydroelectric power plants, particularly weirs and dams
Design and construction of hydroelectric power plants served by low head diversion structures; features of open weirs, roller weirs, hydraulic gates and intake forelays; types of high dams of gravity and arch design; structures for prevention of silt deposits at headworks; features of recent types of excavation and concreting machinery. (See also - nos. 22-23 May 29, 1931, pp. 398-402, no 25 June 19, pp. 461-464, no 26 June 26, pp. 480-484)
Ten years progress in construction of hydroelectric power plants, particularly weirs and dams
Fortschritte des Letzten Jahrzehnts im Bau von Wasserkraftanlagen, insbesondere bei Stauwerken
Marquardt, E. (author)
Bauingenieur ; 12
1931
4 pages
30 Figs.
Article (Journal)
German
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