A novel hybrid bioreactor was designed to remove volatile organic compounds
from wastewater and its performance was investigated. The bioreactor was c
omposed of a biofilter section and a bubble column bioreactor section. Benz
ene was used as a model compound and the influent benzene was removed by im
mobilized cells in a bubble column bioreactor. Gas phase benzene stripped b
y air injection was removed in a biofilter. When the superficial air flow r
ate was 21.1 m h(-1) (0.76 min of residence time in a biofilter), up to 2.2
ppm of benzene in gas phase was removed completely in a biofilter and the
maximum removal rate was 4.71 mg day(-1) cm(-3). The concentration profile
of benzene along the biofilter column was dependent on the superficial air
flow rate and the degree of microbial adaptation. Air flow rate and residen
ce time were found to be the most important operation parameters for the hy
brid bioreactor. By manipulating these operational parameters, the removal
efficiency and capacity of the hybrid bioreactor could be enhanced. The org
anic load on the hybrid bioreactor could be shared by the biofilter and bub
ble column bioreactors and the fluctuation of load on the hybrid bioreactor
could be absorbed by changing the distribution of benzene between biofilte
r and bubble column bioreactors. The maximum removal capacity of the hybrid
bioreactor in the experimental range was obtained when the biofilter took
50.3% of influent benzene while 100% of removal efficiency was achieved whe
n the biofilter took 72.3% of influent benzene. (C) 1999 Elsevier Science L
td. All rights reserved.