“…PdNA has been applied as an integrated final anoxic zone within biological nutrient removal systems (Ali et al, 2020; Ladipo‐Obasa et al, 2020; Le et al, 2019; Shi et al, 2019; Zhou et al, 2020) and in separate sludge systems (Campolong et al, 2019; Du, Cao, et al, 2019; Sharp et al, 2017; Zhang et al, 2019). So far, there are limitations in current studies of PdNA application in filters which were mostly done under synthetic conditions (Lu et al, 2021; Ma et al, 2020), unrepresentative loading rates (150‐ to 500‐g N/m 3 /day) due to small‐scale setups with exclusion of the impacts of backwash (Cao et al, 2019; Cui et al, 2020; Lu et al, 2021; Ma et al, 2020; Polli, 2019), and achieved low nitrogen removal rates (100‐ to 484‐g N/m 3 /day) (Cao et al, 2019; Cui et al, 2020; Lu et al, 2021; Ma et al, 2020; Polli, 2019) or high effluent concentrations (7‐ to 10‐mg N/L) (Cui et al, 2020; Ma et al, 2020).…”