Hi all,
I am trying to calculate organic loading rate for the vertical flow constructed wetland. I have COD of 493 mg/L with the flow rate 0.5 m3/d. Multiplication gives me 246.5 kg COD/m3/d. But I assume this is very high value. Even if I divide with the surface area (1.44 m2) i get 171.8 kg COD/m2/d. Do you think I am doing correct calculations?
Thanks