“…Indeed, although more than 200 full-scale partial nitrification-anammox (PN/A) facilities have been applied worldwide in treating nitrogenous wastewater to date, such as digestate, reject water, and landfill leachate, − only rare instances of pilot- or full-scale anammox engineering implementations have been reported in treating mainstream characterized by a low-strength (20–50 mg N/L), high flow rate (360 billion m 3 /year, globally), and large nitrogen discharge amount (9.25–23.13 billion kg ammonium/year, globally). ,,, Researchers and practitioners are wondering whether PN/A is suitable for mainstream treatment, because the low ammonium concentrations and low temperatures of a mainstream would generally reduce the biological activity of anammox bacteria (AnAOB) and restrict the effective washout of nitrite-oxidizing bacteria (NOB). − Nevertheless, AnAOB have been widespread found in WWTPs, and have shown adaptation to low temperature (10–20 °C) in WWTPs of nontropical regions. ,, Also, the prevalence of the warm side stream anammox treatment would favor mainstream anammox by providing substantial amounts of active anammox biomass. ,, Therefore, it might be the unstable nitrite supply rather than anammox biomass availability that had greatly limited the implementation of mainstream anammox.…”