Nueva Condomina

The WWTP of the Nueva Condomina urbanization was designed for an average daily flow of 4,500 m³ / day.

It consists of two carousel-type biological reactors and aeration by means of turbines, in two lines of 3,043 m³ of unit volume, with nitrification-denitrification.

Secondary settling is carried out using two gravity decanters with a circular plan of 17 m in diameter and 1,086 m³ of unit volume.

The tertiary treatment consists of a sand bed filtration, and UV disinfection and chlorination.