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Updated: Jun 5, 2025

A Whole Cell Bioreporter Approach to Assess Transport and Bioavailability of Organic Contaminants in Water Unsaturated Systems
Published on: December 24, 2014
Porous polyurethane biocarriers could enhance system nitrification resilience under high organic loading by retaining
Wen Shi1, Zhe Tian1, Xiao Luan2
1National Engineering Research Center of Industrial Wastewater Detoxication and Resource Recovery, Beijing 100085, China; University of Chinese Academy of Sciences, Beijing 100049, China.
Abstract:
Resilience to increasing organic loading rates (OLRs) is the key to maintaining stable performance in treating industrial wastewater. First, this study compared the stability, particularly the nitrification performance, of two lab-scale moving bed biofilm reactors (MBBRs) filled with porous polyurethane biocarriers with two conventional activated sludge reactors (ASRs) in the treatment of synthetic coking wastewater under OLRs increasing from 0.3 kg to 1.5 kg COD m-3 day-1. In comparison with the ASRs, which could only achieve complete nitrification (99.31 % ± 0.43 %) at an OLR of 0.7 kg COD m-3 day-1, the MBBRs could achieve efficient NH4+-N removal (99.45 % ± 0.21 %) at an OLR as high as 1.3 kg COD m-3 day-1. Even at an OLR of 1.5 kg COD m-3 day-1 where nitrification was inhibited, the porous polyurethane biocarriers in the MBBRs still maintained a highly diversified bacterial community (Shannon index, 4.34 ± 0.31) by retaining the slow-growing nitrifying bacteria and phenol-degrading bacteria, including Methyloversatilis and Acinetobacter, whose phenol degradation functions were confirmed by metagenome-assembled genome extraction and analysis, while the ASRs lost diversity (Shannon index, 1.41 ± 0.45) due to the sequential occurrence of filamentous and viscous sludge bulking. The advantage of the MBBR was further verified in a full-scale coking wastewater treatment system, where a reactor series filled with 4.35 % porous polyurethane biocarriers exhibited better NH4+-N removal of 99.57 % ± 0.34 % compared to 96.85 % ± 2.56 % for a conventional one under an OLR of 0.54 ± 0.12 kg COD m-3 day-1. The results could contribute to the development of more effective and resilient treatment systems for industrial wastewater.
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