Project

Seawater intake and discharge for the cooling circuit.
• Qd = 130232 m3/h, for intake and discharge.
• Alternatives study (typologies and site layout location).
• Optimization of materials and dredging. Quantity take-offs.
• Hydraulic calculations, recirculation study, and construction procedures.

• INTAKE:
•Deep intake:
– special GRP lantern-type structures, z = -35 m.
– 4 HDPE pipes, Di = 2400 mm, L = 185 m, buried in a concrete-lined trench.
•Trapezoidal channel, Bmin = 35 m, zmin = -5.40 m, L = 1220 m

• DISCHARGE:
•Open trapezoidal channel, adjacent to the intake channel
•B = 25 m, zmin = -1.5 m, L = 1340 m