11/06/2026
❓A quick one for engineers specifying sewage treatment plants for a watercourse discharge.
Ammonia removal doesn't just add a process step. It adds plant capacity.
🔍Here's why.
The bacteria that nitrify ammonia are more fragile and temperature-sensitive than the organisms that remove BOD. In a temperate climate like Ireland, removing 1 gram of ammonia requires four times the oxidative capacity needed to remove 1 gram of BOD.
So, if your plant is already sized at 55 PE for BOD removal and you now need to bring ammonia from 40 mg/l down to 5 mg/l, you're adding 26 PE of oxidative capacity on top before you even consider total nitrogen or phosphorus.
By the time you add denitrification (anoxic balance tank, 50% recirculation) and a 15% buffer for ferric sulphate dosing for phosphorus (to take into account is biocidal and sludge bulking effects), a 55 PE BOD calculation can become a (5 PE plant.
💡That's the calculation in full. We walked through it live in our free design webinar office building, watercourse discharge, BOD 20 / SS 30 / NH₄ 5 / TN 15 / P 5 standard, step by step from first principles to a plant spec.
👀Watch it here.
https://youtu.be/XKHOaD1Gr_M?si=p1y5-QYHZeP7yiE5
If you'd like us to run the numbers on a specific project, we provide that as a complimentary service.
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