A Novel Two-Stage Anoxic/Oxic-Moving Bed Biofilm Reactor Process for Biological Nitrogen Removal In a Full-Scale Municipal Wwtp: Performance and Bacterial Community Analysis

Abstract

The application of a novel two-stage anoxic/oxic- moving bed biofilm reactor (TS-A/O-MBBR) was validated in a full-scale municipal wastewater treatment plant (WWTP), and its working mechanism was analysed for biological nitrogen removal in this study. Over one year, at a hydraulic residence time of only 9.8 h, the effluent chemical oxygen demand, ammonia nitrogen and total nitrogen (TN) concentrations remained below 40, 2 and 15 mg/L, which met strict emission standards. The seven compartments in this unit performed different functions, and together accomplished organics and nitrogen removal. TN removal could be controlled by the external carbon source dosage added to the postanoxic compartments to cost effectively meet the standard with the lowest cost. The maximum TN efficiency and minimum effluent TN concentration reached 91.76% and 4.12 mg/L, respectively. The bacterial communities differed in the suspended solids and preoxic, postanoxic and oxic biofilms (r = 0.87 and P = 0.001). The top 30 most abundant identified bacterial genera in the biofilms, included 24 denitrifying genera and 2 nitrifying genera. The most abundant biofilm genus was Methylotenera , which played important roles in denitrification in the anoxic compartments. 1 and 24 denitrifying genera were only abundant in the postanoxic and preanoxic compartments, respectively. Nitrosomonas and Nitrospira were abundant in the oxic compartments, and played roles in nitrification. This study verified the feasibility of the TS-A/O-MBBR process in a full-scale WWTP, and investigated its microbial working mechanism.

Keywords: Moving bed biofilm reactor, Nitrification, Denitrification, Wastewater treatment plant；Biological nitrogen removal