A one-year study was carried out on two semi-industrial submerged up-flow b
iofilters - a predenitrification (pre-DN) step followed by a nitrifying (N)
step, designed to treat the primary settled municipal wastewater of a full
scale plant for both carbon and nitrogen removal. Performances of the pre-
DN step have been investigated showing high removal denitrifying capacities
- 1 to 1.2 kg NO3--N removed per m(3) of reactor per day-, obtained with h
igh TSS and carbon loading rates, at a water velocity up to 21.5 m(3)/m(2).
h. The complete treatment plant - primary settlement + pre-DN/N loop - has
demonstrated a nitrogen removal efficiency ranging from 70% without any add
itional carbon, up to 85% with methanol. COD and TSS removal rates were 91
% and 97% respectively.
The above results show that two submerged biofilters in series form a treat
ment line suitable for nitrogen removal. This technical choice leads to ver
y compact full scale plants such as Ahlen WWTP (Germany, 85 000 PE).