For the Project, a construction design was done for the treatment plant underwater pipeline including a provisional breakwater.
The characteristics of the pipe are as follows:
•    Material: PE100.
•    Outfall pipe Øe=500 mm SDR 33
•    Length: 300 m
•    Maximum flow rate: 225 l/s
A detailed study of the following aspects was done:
•    A provisional breakwater in the surf zone measuring 150 m long.
•    Sinking process.
•    A study of the weighting for the river currents.
•    A hydraulic study with transitory processes and pipeline cleaning through flushing.