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Designing Multi-Stage 2 A/O-MBR Processes for a Higher Removal Rate of Pollution in Wastewater
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Multi-stage A/O-MBR processes were designed to improve wastewater treatment efficiency; three different designs were carried out and compared in this study. The 2(A/O)-MBR process, i.e., with two sets of anoxic/oxic tanks in series, showed better effluent quality than A/O-MBR and 3(A/O)-MBR processes. The removal rates of COD, NH4+-N, TP and TN were 95.29%, 89.47%, 83.55% and 78.58%, respectively, complying satisfactorily with China’s urban sewage treatment plant pollutant discharge standards. In terms of membrane fouling, the 3(A/O)-MBR process demonstrated the lowest fouling propensity. The microbial community structure in each bioreaction tank was analyzed, the results from which matched with the process efficiency and fouling behavior.
Title: Designing Multi-Stage 2 A/O-MBR Processes for a Higher Removal Rate of Pollution in Wastewater
Description:
Multi-stage A/O-MBR processes were designed to improve wastewater treatment efficiency; three different designs were carried out and compared in this study.
The 2(A/O)-MBR process, i.
e.
, with two sets of anoxic/oxic tanks in series, showed better effluent quality than A/O-MBR and 3(A/O)-MBR processes.
The removal rates of COD, NH4+-N, TP and TN were 95.
29%, 89.
47%, 83.
55% and 78.
58%, respectively, complying satisfactorily with China’s urban sewage treatment plant pollutant discharge standards.
In terms of membrane fouling, the 3(A/O)-MBR process demonstrated the lowest fouling propensity.
The microbial community structure in each bioreaction tank was analyzed, the results from which matched with the process efficiency and fouling behavior.
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