Optimization on structure and operation parameters of biofilter for decentralized sewage treatment

Aiming for treating decentralized domestic wastewater in rural China, this study evaluates the effects of ceramsite size and structure, and water recirculation parameters, upon the performance of recirculating biofilter (RBF). RBF shows stable capability of chemical oxygen demand (COD) remediation and ammonia nitrification. In addition, the microbial flora and structures of the various layers in the system are analyzed via high-throughput sequencing in order to study the microbial diversity. The results indicate that while the ceramic particle size has no significant influence on the COD remediation capacity, the ceramics with smaller particle sizes exhibit better ammonia nitrogen (NH₄⁺-N) removal ability, with a first-order linear relationship between the influent ammonia nitrogen load and the effluent NH₄⁺-N concentration in RBF (R² > 0.64). An increased hydraulic load and intermittent operation are shown to deteriorate the water quality with respect to NH₄⁺-N, while an increased recirculation ratio increases the removal rate of NH₄⁺-N from the effluent. Further, the water distribution time has a stronger effect upon the NH₄⁺-N concentration in the effluent than does the recirculation ratio. Moreover, the microbial structure of the multi-layer recirculating trickle biofilter varies significantly during the process. The results indicate that a high recirculation ratio, long water distribution time, and multi-layer structure will be beneficial for improving the pollutant treatment capacity of RBF.