THE INNOVATIVE MOVING-BED BIOFILM REACTOR SOLIDS CONTACT REAERATION PROCESS FOR SECONDARY-TREATMENT OF MUNICIPAL WASTE-WATER

Citation
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
Citations number
11
Categorie Soggetti
Limnology,"Environmental Sciences","Water Resources","Engineering, Environmental
Journal title
ISSN journal
10614303
Volume
70
Issue
5
Year of publication
1998
Pages
1083 - 1089
Database
ISI
SICI code
1061-4303(1998)70:5<1083:TIMBRS>2.0.ZU;2-4
Abstract
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.