Hi all,
I'm working on municipal wastewater treatment and am using MAP precipitation technique for nutrients recovery.
I found out from other literature that this method is commonly used in some especial industrial wastewater that contains a lot of ammonium (usually around 1000 mg/L), and although the removal efficiency is at least more than 90%, after that it still has a significant amount of ammonium.
As I need to achieve acceptable nutrient limits (