A mechanistic model for denitrifying anaerobic methane oxidation coupled to dissimilatory nitrate reduction to ammonium

被引:11
作者
Peng, Lai [1 ]
Nie, Wen-Bo [2 ]
Ding, Jie [2 ]
Xu, Yifeng [1 ]
Li, Qi [1 ]
Yu, Siwei [1 ]
Ren, Nan-Qi [2 ]
Xie, Guo-Jun [2 ]
机构
[1] Wuhan Univ Technol, Hubei Key Lab Mineral Resources Proc & Environm, Luoshi Rd 122, Wuhan 430070, Hubei, Peoples R China
[2] Harbin Inst Technol, State Key Lab Urban Water Resource & Environm, Harbin 150090, Peoples R China
关键词
n-DAMO; DNRA; Mathematical model; Exogenous and endogenous nitrite; The integrated n-DAMO and Anammox process; The counter-diffusion MBfR; NITROUS-OXIDE PRODUCTION; WASTE-WATER; ANAMMOX; REMOVAL; BACTERIA; GROWTH; COMMUNITY; KINETICS; SLUDGE; CYCLE;
D O I
10.1016/j.chemosphere.2021.132148
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Nitrate/nitrite-dependent anaerobic methane oxidation (n-DAMO) is an important process linking nitrogen and carbon cycle. It is recently demonstrated that n-DAMO archaea are able to couple n-DAMO to dissimilatory nitrate reduction to ammonium (DNRA). In this work, a mathematical model is developed to describe DNRA by n-DAMO archaea for the first time. The anabolic and catabolic processes of n-DAMO archaea, n-DAMO bacteria and anaerobic ammonium oxidation (Anammox) bacteria are involved. The different impacts of exogenous and endogenous nitrite on DNRA and n-DAMO microbes are considered. The developed model is calibrated and validated using experimental data collected from a sequencing batch reactor (SBR) and a counter-diffusion membrane biofilm bioreactor (MBfR). The model outputs fit well with the profiles of nitrogen (N) dynamics and biomass changes in both reactors, demonstrating its good predictive ability. The developed model is further used to simulate the counter-diffusion MBfR incorporating n-DAMO and Anammox process to treat sidestream wastewater. The simulated distribution profiles of N removal/production rates by different microbes along biofilm depth reveal that DNRA by n-DAMO archaea plays an important role in N transformation of the integrated n-DAMO and Anammox process. It is further suggested that the counter-diffusion MBfR under the investigated conditions should be operated at proper hydraulic retention times (HRTs) (i.e. 6h and 8h) with exogenous NO2- in the range of 0-10 mg N/L or at HRTs >3h with the absence of exogenous NO2- in order to achieve dischargeable effluent.
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页数:10
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