B. Rusten et al., THE INNOVATIVE MOVING-BED BIOFILM REACTOR SOLIDS CONTACT REAERATION PROCESS FOR SECONDARY-TREATMENT OF MUNICIPAL WASTE-WATER, Water environment research, 70(5), 1998, pp. 1083-1089
The innovative moving bed biofilm reactor/solids contact reaeration (M
BBR/SCR) process has been chosen for a new wastewater treatment plant
serving a population of 200 000 at Moa Point, Wellington, New Zealand.
Because the MBBR/SCR combination was new, a pilot-scale demonstration
project was made part of the contract. Thorough pilot tests using a w
ide range of organic loads under both steady and transient-flow condit
ions demonstrated that the MBBR/SCR process produced the required effl
uent quality at loads higher than used in the original design. At 3 da
ys mean cell residence time (MCRT) in the SCR stage, a final effluent
with a 5-day biochemical oxygen demand (BOD5) of less than 10 mg/L was
achieved at an organic load on the MBBR of 15 g BOD5/ m(2).d (5.0 kg
BOD5/m(3).d). With the same MCRT, a final effluent of less than 15 mg
BOD5/L was achieved at an organic load on the MBBR of 20 g BOD5/m(2).d
(6.7 kg BOD5/m(3).d). Dynamic loading tests demonstrated that a good-
quality effluent was produced with a diurnal peak-hour load on the MBB
R of more than 40 g BOD5/m(2).d (13.3 kg BOD5/ m(3).d). The MBBR/SCR p
rocess was more compact and significantly cheaper than a conventional
trickling filter/solids contact or activated-sludge process at the Moa
Point site.