Abstract:Biological nitrogen removal via nitrite pathway in wastewater treatment is very important especially in the cost of aeration and as an electron donor for denitrification. Wastewater nitrification and nitrite accumulations were carried out in a biofllm reactor. The biofilm reactor showed almost complete nitrification and most of the oxidized ammonium was present as nitrite at the ammonium load of 1.2 kg N/m3/d. Nitrite accumulation was achieved by the selective inhibition of nitrite oxidizers by free ammonia an… Show more
“…The threshold FNA inhibition levels on a 50% reduction in AOB activity were in the range of 0.42-1.72 mg N L À1 , while lower concentrations of 0.011-0.07 mg N L À1 would start to inhibit NOB and 0.026-0.22 mg N L À1 could completely inhibit NOB . FA and FNA inhibitions on NOB were reversible (Han et al, 2003), and other factors (e.g. control strategies, SRT, substrate concentrations) should be synthetically considered when FA or FNA was used as the control parameter for partial nitrification.…”
Section: Ph With Free Ammonia (Fa) and Free Nitrous Acid (Fna)mentioning
“…The threshold FNA inhibition levels on a 50% reduction in AOB activity were in the range of 0.42-1.72 mg N L À1 , while lower concentrations of 0.011-0.07 mg N L À1 would start to inhibit NOB and 0.026-0.22 mg N L À1 could completely inhibit NOB . FA and FNA inhibitions on NOB were reversible (Han et al, 2003), and other factors (e.g. control strategies, SRT, substrate concentrations) should be synthetically considered when FA or FNA was used as the control parameter for partial nitrification.…”
Section: Ph With Free Ammonia (Fa) and Free Nitrous Acid (Fna)mentioning
“…Free ammonia has only an inhibition effect on NOB, but does not kill them. After a period of cultivation, NOB will recover activity (Beccari et al 1983;Han et al 2003). It is necessary to synthetically consider other factors to achieve stable partial nitrification when only by regulating free-ammonia concentration (Fdz-Polanco et al 1994;SurmaczGorska et al 1997).…”
Presently, the wastewater treatment practices can be significantly improved through the introduction of new microbial treatment technologies. To meet increasingly stringent discharge standards, new applications and control strategies for the sustainable removal of ammonium from wastewater have to be implemented. Partial nitrification to nitrite was reported to be technically feasible and economically favorable, especially when wastewater with high ammonium concentrations or low C/N ratios is treated. For successful implementation of the technology, the critical point is how to maintain partial nitrification of ammonium to nitrite. Partial nitrification can be obtained by selectively inhibiting nitrite oxidizing bacteria through appropriate regulation of the system's DO concentration, microbial SRT, pH, temperature, substrate concentration and load, operational and aeration pattern, and inhibitor. The review addressed the microbiology, its consequences for their application, the current status regarding application, and the future developments.
“…5 The tendency of nitrite oxidizers to form an aggregate within the nitrifying biofilm may account for the reduced wash-out effect of nitrite oxidizers in biofilm systems. 18 …”
Selective nitrification was carried out to accumulate nitrite from high strength ammonia wastewater in an autotrophic nitrifying biofilm reactor. Nitrification efficiencies and nitrite accumulation characteristics were investigated at various operating conditions such as ammonium load, oxygen supply and free ammonia concentration. The biofilm reactor showed very stable nitrification efficiencies of more than 90% at up to 2 kg NH 4 -N m À3 d À1 and the nitrite content was maintained at around 95%. Inhibition by free ammonia on nitrite oxidizers seems to be the major factor for nitrite accumulation. Batch kinetic analyses of ammonium and nitrite oxidation showed that nitrite oxidation activity was selectively inhibited in the presence of free ammonia. However, the activity recovered quickly as the free ammonia concentration decreased below the threshold inhibition concentration. Examination of specific ammonia and nitrite oxidation activities and the most probable number indicated that the number of nitrite-oxidizing microorganisms in the nitrite-accumulating system was less than that in the normal nitrification system due to long-term free ammonia inhibition of the nitrite oxidizers. The reduced population of nitrite oxidizers in the biofilm system was also responsible for the accumulation of nitrite in the biofilm reactor.
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