A. Brochdue et al., PILOT-PLANT EXPERIENCE WITH AN AEROBIC MOVING-BED BIOFILM REACTOR FORTREATMENT OF NSSC WASTE-WATER, Water science and technology, 29(5-6), 1994, pp. 283-294
Citations number
9
Categorie Soggetti
Water Resources","Environmental Sciences","Engineering, Civil
Norske Skogindustrier A.S operates Sande Paper Mill A/S, a neutral sul
phite semi-chemical (NSSC) corrugating mill. The mill currently discha
rges 1500 m3/day of wastewater containing 36 tonnes of COD and 15 tonn
es of BOD7. A pilot plant test programme to demonstrate the applicatio
n of a moving bed biofilm process was initiated in 1991. The objective
of the pilot plant study was to obtain high COD removal efficiency at
high organic loads, i.e. 25 kg COD/m3.day. If this was possible, two
unused oil tanks (2 x 1000 m3) at the mill could provide sufficient re
actor volume for biological treatment of the mill wastewater. The proc
ess tested was the KMT Moving Bed Process. This process was developed
quite recently and had not been tested for the treatment of pulp and p
aper wastewater. The process is based on using floating biofilm carrie
r elements with a large inside surface area. The pilot plant at Sande
Paper Mill included two reactors in series and a settling tank. Each r
eactor bad a volume of 0.523 m3 and both were filled with elements to
about 70%. The pilot plant was operated continuously for seven months.
The organic load was increased in increments from about 10 kg COD/m3.
d to about 65 kg COD/m3.d on the first reactor. Results show that it i
s possible to achieve high removal efficiency at high organic loads. A
t an organic load of about 25 kg COD/m3.d on the plant (i.e. 50 kg COD
/m3.d on the first reactor), COD and BOD7 reductions through the pilot
plant were 70% and 96% respectively. Toxicity removal was about 98% (
Microtox). Sludge production was 0.2 kg TS per kg COD removed or 0.35
kg TS/kg BOD removed. The main part of the soluble COD removal took pl
ace in the first reactor where oxygen consumption was about 3 times hi
gher than in the second reactor. Organic load of about 60 kg COD/m3.d
on the first reactor is the upper limit for efficient operation of the
KMT process when treating the NSSC wastewater. No clogging was observ
ed during the test period and the process seems to be both stable and
robust.