Kinetics of ammonium removal from domestic wastewater by partial nitrification and anammox process

Abstract

The research was conducted for 210 days on a partial nitrification/Anammox system (PN/A) using fixed bed biomass carrier to remove nitrogen in domestic wastewater. Total nitrogen and ammonium removal efficiency reached 69.8 % and 91.4 %, respectivety. In this study, we investigated three kinetic models (the first-order, Grau second-order and Stover Kincannon model) to determine which model is most suitable to describe the kinetics of the partial nitrification and anammox process. The results have shown that the Stover-Kincannon model is the most suitable and applicable for prediction the substrate concentration in the wastewater and the optimal volume of the reactor. The values of saturation constant (KB) and the max ultilizaion rate (Umax) were calculated for partial nitrification process as 15.489 and 8.038 (mg L−1 d−1). respectively. The research has also determined the values of KB and Umax for anammox process as 1.738 and 1.241 (mg L−1 d−1), respectively.