The purpose of this project is to define and justify the land and aquatic section of the sewage outfall.
The characteristics of the pipe:
•    Material: Land section: GRP and aquatic section: PEHD.
•    Definition of pipes: Land section Øi=1,700 mm and Aquatic section  Øe=1,600 mm
•    Length: 331 m land section and 2,107 m in the aquatic section
•    Maximum flow rate: 5.35 m3/s (expected for the year 2050)
A detailed study of the following aspects was conducted:
•    The definition and monitoring of the geotechnical campaign.
•    A geotechnical report
•    The construction method
•    Typical sections. The calculation of the trench slopes
•    A settlement study
•    A flange design