Synergistic denitrification, partial nitrification - Anammox in a novel A2/O2 reactor for efficient nitrogen removal from low C/N wastewater

被引:6
作者
Li, Jianzheng [1 ]
Deng, Kaiwen [1 ]
Meng, Jia [1 ]
Li, Jiuling [2 ]
Zheng, Min [2 ]
机构
[1] Harbin Inst Technol, State Key Lab Urban Water Resource & Environm, 73 Huanghe Rd, Harbin 150090, Peoples R China
[2] Univ Queensland, Adv Water Management Ctr, Brisbane, Qld 4072, Australia
关键词
Piggery wastewater; High ammonia; Anaerobic-aerobic process; Partial nitrification-anammox; Nitrogen removal; PARTIAL NITRITATION/ANAMMOX; DISSOLVED-OXYGEN; SNAD PROCESS; OPTIMIZATION; PERFORMANCE; NEUTRALITY; SULFIDE; RATIO;
D O I
10.1016/j.jenvman.2021.114069
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A biofilm-based anaerobic-aerobic (A(2)O(2)) reactor was constructed to treat manure-free piggery wastewater. The reactor contained four compartments, among which the first two were anaerobic (A phase) and the last two were aerobic (O phase). Throughout around one-year operation, high-level nutrient removal was demonstrated. At an optimal reflux ratio of 100%, the average NH4+-N, TN, and COD removal efficiencies were high as 99.4%, 91.7%, and 79.4%, respectively, with the influent concentration of 220.6, 231.6 and 332 mg/L, respectively. The NH4+-N, TN, and COD concentrations in the final effluent were only 1.4, 18.5 and 65 mg/L, respectively. COD and nitrogen removal were mainly removed in the A phase and O phase, respectively. This result revolutionizes the previous perception that nitrogen is only removed in the A phase of conventional A-O configuration. Achievement of PN/A in the O phase was critical to the efficient nitrogen removal. Heterotrophic denitrification in the anaerobic compartments removed the nitrate produced by anammox, ensuring the high-level nitrogen removal. Anaerobic organic degradation was a major pathway for COD removal, as abundant methanogens detected in the A phase. This study provides a feasible technical scheme for the efficient nutrient removal from ammonium-rich wastewater.
引用
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页数:11
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