has been used in the treatment of high-strength ammonia wastewater due to its low energy consumption and high treatment efficiency. Whereas
the accumulation of nitrite oxidizing bacteria (NOB) often occurs in full-scale Anammox process
leading to the accumulation of nitrate and deterioration of nitrogen removal effectiveness. In two-stage Anammox processes
NOB accumulation often occurs in partial nitritation stage
the inhibition of which has been discussed in details. While in one-stage Anammox process
NOB accumulation is more common and fatal due to the complexity brought by the coexistence of functional bacteria like ammonium oxidizing bacteria (AOB)
NOB
anaerobic ammonia oxidizing bacteria (AnAOB) and denitrifiers. It has been reported that NOB could be effectively suppressed in the one-stage Anammox process by some methods
e.g. regulating dissolved oxygen
altering the free ammonia and free nitrous acid concentration
adjusting carbon source and adding externally intermediate products (N2H4
NO
NH2OH)
etc. The regulation methods mentioned above are systematically introduced on the basis of previous reports. Moreover
in practical Anammox crafts
the inhibitory methods should be conducted according to the specific operational conditions
and thus the available methods are further discussed.