Municipal wastewater treatment with limited carbon sources: The significance and advantages of transformation from partial denitrification to partial nitrification coupling with anammox

Abstract

Anaerobic ammonium oxidation (anammox) combined with partial nitrification (PN) is expected to achieve energy self-sufficiency in wastewater treatment, while its advantages have not been fully revealed. An anaerobic/aerobic/anoxic (AOA) system was established to treat low chemical oxygen demand (COD)-total inorganic nitrogen (TIN) (C/N) ratio (3.08) municipal wastewater. Anammox bacteria were enriched from 7 × 106 to 3 × 108 copies/gSS during partial denitrification coupling with anammox (PDA) phase. With the PN achievement, the anammox hotspot zone transformed from the anoxic zone through PDA (37%) to the aerobic zone by partial nitrification coupled with anammox (PNA) (12%). As the nitrite accumulation rate increased to 97%, the TIN removal efficiency and rate increased to 95% and 0.12 kgN/(m3·d). Although anammox performance weakened after this transformation, the carbon sources saved by PN drove more nitrogen removal. PNA was beneficial for advanced and efficient nitrogen removal in carbon-limited wastewater treatment and was less dependent on higher anammox contribution.