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Hydroelectric development of Sociedad Salto del Cortijo; 8 km. bend in Ebro River gives fall of 12 m.; derivation tunnel 1100 m. long from dam to power house; details of construction of dam 13.5 m. high, with 7 Stoney gates; supporting piers 3 m. wide, spaced at 18 m. center to center; metallic caissons used in placing of concrete foundations; mechanical and electric installations. (See also - vol. 7, no. 84, Dec. 1929, pp. 621-627, 17 figs.)
Hydroelectric development of Sociedad Salto del Cortijo; 8 km. bend in Ebro River gives fall of 12 m.; derivation tunnel 1100 m. long from dam to power house; details of construction of dam 13.5 m. high, with 7 Stoney gates; supporting piers 3 m. wide, spaced at 18 m. center to center; metallic caissons used in placing of concrete foundations; mechanical and electric installations. (See also - vol. 7, no. 84, Dec. 1929, pp. 621-627, 17 figs.)
Open-Weir Dam in Ebro River
Una presa de compuertas en el Ebro
Grasset, J.L. (author)
1930
8 pages
13 Figs.
Article (Journal)
Spanish
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Engineering Index Backfile | 1930
Weir Instrumentation lor River Management
Wiley | 1967
|Submerged weir on Niagara river
Engineering Index Backfile | 1939