Abstract
The temporal changes in the compositions of effective N-removing bacterial communities and the decay coefficients of Anammox were studied within the 120-day decay period under anaerobic or aerobic conditions at 25°C. The maximum nitrogen production rate (MNPR) was determined by measuring the temperature, pH, volatile suspended solids (VSSs), and nitrogen-removal efficiency of the microbial communities during the decay period. The decay coefficients under anaerobic and aerobic conditions at 25°C were determined through equation-based fitting to be 0.031 d−1 and 0.070 d−1, respectively. Through molecular biological means and together with quantitative polymerase chain reaction (qPCR), the proportions of AnAOB in the microbial communities dropped from 48.70% to 3.69% under anaerobic condition and from 48.70% to 1.98% under aerobic condition during the decay period.
Highlights
Compared with traditional N-removal processes, the Anammox process is superior with low investment and operation costs, low sludge yield, high processing efficiency, and feasibility to wastewater with low C/N ratio and high ammonia nitrogen [1]
These problems can be overcome if there are abundant favorable bacterial species that can be used for early-phase inoculation or anaphase fed-batch [6]
The air pressure peaked within 24 h, while the N2 production during the whole reaction increased with time, which proves the initial microbes were highly active
Summary
Compared with traditional N-removal processes, the Anammox process is superior with low investment and operation costs, low sludge yield, high processing efficiency, and feasibility to wastewater with low C/N ratio and high ammonia nitrogen [1]. The Anammox process is limited by the difficulty in starting, instability after start-up, and difficulty in recovery after destabilization [3,4,5]. These problems can be overcome if there are abundant favorable bacterial species that can be used for early-phase inoculation or anaphase fed-batch [6]. In current activated sludge models of aerobic degradation, the loss of activity and mass of activated sludge is expressed by only one process called decay [7]. The decay coefficient is one of the main variables in the mathematical modeling that is applied to biological wastewater processing. Correct estimation of the decay constant is a key factor to properly model and better understand the Anammox process; it is a parameter that is helpful to design and manage an Anammox reactor [11]
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