A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Gating sluices of La Rance tidal power plant
Construction of dam equipped with six 15×10 m fixed-axle gates comprised horizontal floor 35 m wide 115 m long, five piles 35.5 m long 5 m wide provided with vertical grooves for gates and cofferdams, two abutments with training wall extensions, and superstructure; hydraulically operated gates are designed for normal static load of 13.5 m in both directions (basin-sea or sea-basin), and maximum load of 17.5 m during heavy sea.
Gating sluices of La Rance tidal power plant
Construction of dam equipped with six 15×10 m fixed-axle gates comprised horizontal floor 35 m wide 115 m long, five piles 35.5 m long 5 m wide provided with vertical grooves for gates and cofferdams, two abutments with training wall extensions, and superstructure; hydraulically operated gates are designed for normal static load of 13.5 m in both directions (basin-sea or sea-basin), and maximum load of 17.5 m during heavy sea.
Gating sluices of La Rance tidal power plant
Les pertuis de vannage de l'usine maremotrice de la Rance
Mauboussin, G. (author) / Duhoux, L. (author)
Genie Civil ; 141
1964
15 pages
Article (Journal)
French
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| Engineering Index Backfile | 1966
| Engineering Index Backfile | 1966
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