Hi all! I added a file with ...

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Hi all! I added a file with the characterization of the wastewater of 3 different points of the drainage network and the discharge limits by law. The points 2 and 3 are on highly obstructed areas, so maybe not that representative. The treated wastewater will be discharged on a river, and is close to reach the ocean. The land is abou 6000 m2 and te wastewater is tottaly domestic, urban. I think that will be important to remove N from my evalluation, will it be better an oxidation ditch or anoxic/aerated tank? Thank you all for your feedback!