Litcius/Paper detail

Modeling complete and shortcut simultaneous nitrification and denitrification coupled to phosphorus removal in moving bed biofilm reactors

Anna Lanzetta, Davide Mattioli, Francesco Di Capua, Vincenzo Minieri, Stefano Papirio, Giovanni Esposito

2024Journal of Water Process Engineering10 citationsDOIOpen Access PDF

Abstract

This study aimed to model simultaneous nitrification and denitrification (SND) and shortcut (partial) SND processes coupled to phosphorus removal in lab-scale moving bed biofilm reactors based on data collected during two different experimental campaigns. Modeling was performed using BioWin 6.0 to accurately predict the experimental results. A sensitivity analysis conducted for the first experimental campaign identified the most influential process parameters. The absolute variance, Thiel's inequality coefficient, and normal objective function were used to evaluate the consistency of the experimental and modeled data. The calibrated and validated models satisfactorily reproduced the experimental data for all experimental campaigns and within the acceptance criteria, resulting in a suitable tool for predicting the process efficiency. Moreover, calibrated and validated data were used to test different dissolved oxygen (DO) ranges (0.6–0.8 mg O 2 ·L −1 ), pH (6.5–9.0), and hydraulic retention time (HRT) (0.5–1.0 d) to improve shortcut SND. Based on the different simulated scenarios, the intermittent DO conditions can induce and maintain the inhibition of the nitrite-oxidizing bacteria with an average N-NO 3 − concentration of 0.05 mg N·L −1 , while an HRT of 0.9 d resulted in average effluent N-NH 4 + , N-NO 3 − and N-NO 2 − concentrations of 4.0, 0.02 and 0.07 mg·L −1 , respectively, indicating an efficient shortcut SND process. • Complete and shortcut nitrification-denitrification were modeled in biofilm systems. • The calibrated and validated models satisfactorily reproduced the experimental data. • The validated data were used to optimize C and N removal of the shortcut pathway. • Intermittent aeration can induce and maintain the inhibition of nitrite oxidizers. • DO range of 0.2–3.0 mg O 2 ·L −1 , HRT of 0.9 d, pH of 8.4 maximized shortcut N removal.

Topics & Concepts

EffluentNitrificationChemistryOxidizing agentPhosphorusNitriteEnvironmental engineeringEnvironmental sciencePulp and paper industryEnvironmental chemistryNitrateNitrogenEngineeringOrganic chemistryWastewater Treatment and Nitrogen RemovalConstructed Wetlands for Wastewater TreatmentMembrane Separation Technologies