B. Rusten et al., Pilot testing and preliminary design of moving bed biofilm reactors for nitrogen removal at the FREVAR wastewater treatment plant, WATER SCI T, 41(4-5), 2000, pp. 13-20
A moving bed biofilm reactor (MBBR) pilot plant, using Kaldnes type Kf biof
ilm carriers, was tested for nitrogen removal at the FREVAR wastewater trea
tment plant. The pilot plant was fed primary treated municipal wastewater,
at temperatures from 4.8 to about 20 degrees C. The results showed that a r
easonable design nitrification rate will be 190 g TKN/m(3)d, at 10 degrees
C and a reactor pH greater than or equal to 7.0. Predenitrification was ver
y dependent on the concentration of readily biodegradable organic matter an
d the amount of oxygen in the influent to the first anoxic MBBR. It was fou
nd that a MBBR process for nitrogen removal at FREVAR will require a total
reactor volume corresponding to an empty bed hydraulic retention time of 4-
5 hours at average design influent flow. This was based on an influent conc
entration of 25 mg total N/I, 70% annual average removal of total N and a t
reatment process consisting of primary treatment, MBBRs with combined pre-
and post-denitrification, and followed by coagulation/flocculation and a fi
nal solids separation stage.