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Prestressed concrete penstocks for Awash II dam
Ethiopia; two penstocks of 4.10 m and 3.00 m in diam, respectively, are designed for pressure of 100 ton/sq m; cross section has form of two joined thick annular segments reinforced at their springing line and prestressed tangentially with cables injected with cement mortar; calculation of penstock, details of concreting and prestressing operations, and cable construction.
Prestressed concrete penstocks for Awash II dam
Ethiopia; two penstocks of 4.10 m and 3.00 m in diam, respectively, are designed for pressure of 100 ton/sq m; cross section has form of two joined thick annular segments reinforced at their springing line and prestressed tangentially with cables injected with cement mortar; calculation of penstock, details of concreting and prestressing operations, and cable construction.
Prestressed concrete penstocks for Awash II dam
Conduites forcees en beton precontraint du barrage Awash II
Baum, P. (Autor:in) / Valalas, D. (Autor:in)
Construction ; 22
1967
3 pages
Aufsatz (Zeitschrift)
Französisch
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