Performance data from a pilot-plant employing the four-stage aerated submer
ged fixed film (ASFF) process treating domestic wastewater were analyzed to
examine the organic removal rates. The process has shown high BOD removal
efficiencies (> 90%) over a wide range of hydraulic loading rates (0.04 to
0.68 m(3)/m(2).d). It could also cope with high hydraulic and organic loadi
ngs with minimal loss in efficiency due to the large amount of immobilized
biomass attained. The organic (BOD and GOD) removal rate was influenced by
the hydraulic loadings applied, but organic removal rates of up to 104 kg B
OD/ m(2).d were obtained at a hydraulic loading rate of 0.68 m(3)/m(2).d. A
Semi-empirical model for the bio-oxidation of organics in the ASFF process
has been formulated and rate constants were calculated based on statistica
l analysis of pilot-plant data. The relationships obtained are very useful
for analyzing the design and performance of the ASFF process and a variety
of attached growth processes. (C) 1998 Published by Elsevier Science Ltd. A
ll rights reserved.