Description of the project
Topographical survey of the environment, revision and updating of previous hydrological studies, carrying out hydraulic calculations as well as structural calculations, design of singular works, including graphic description, definition of technical specifications and economic evaluation of the previous actions of the works to be carried out, the main characteristics of which were:
- Section 1-A: section 2 ́50 x 1 ́60 m, with 220 m. of length and 0,955 % of gradient. Design flow rate 20 m3/ s.
- Section 1-B: section 2 ́60 x variable 1 ́60 m to 2 ́20 m, with 240 m. of length and 0,379 % of gradient. Design flow rate 20 m3/ s.
- Section 2: section two cells of 3.50 x variable 2 ́00 m to 2 ́20 m, with 400 m. length and 0.425 % slope. Design flow rate 55 m3/ s.
- Stage 2: section two cells of 4.50 x 2 ́00 m, with 420 m. of length and 0,333 % of gradient. Design flow 70 m3/ s.