scholarly journals Model-based identification of the dominant N2O emission pathway in a full-scale activated sludge system

2022 ◽  
pp. 130347
Author(s):  
Mojtaba Maktabifard ◽  
Kati Blomberg ◽  
Ewa Zaborowska ◽  
Anna Mikola ◽  
Jacek Mąkinia
1992 ◽  
Vol 26 (9-11) ◽  
pp. 2253-2256 ◽  
Author(s):  
M. C. Goronszy

The performance of three full-scale cyclic activated sludge facilities, operated for biological phosphorus removal is demonstrated. The facilities are operated without formal mixed anoxic or anaerobic sequences in a variable volume mode. The system is independent of fill-ratio operation for filamentous sludge bulking control.


2010 ◽  
Vol 61 (9) ◽  
pp. 2227-2233 ◽  
Author(s):  
M. Steinke ◽  
M. Barjenbruch

This article presents full scale experience of one of the largest fish-processing factories in Europe with a production capacity of about 50,000 tons herring per year and a maximum daily wastewater discharge of 1,500 m3. The wastewater treatment plant is the only direct discharger in the fish-processing industry in Germany. Thus, very low effluent values have to be keep in, especially the nitrogen reduction has to be operated during the whole year even when the temperature is low. The central point of the multi-stage WWTP (about 90,000 PE) is the biological nutrient removal (BNR) with pre-denitrification. The wastewater pre-treatment with sieves (0.8 mm) and a two staged flotation reduces the nitrogen load – mainly the particle bounded fraction – but the optimal nutrient ratios for biological treatment need to be observed. The activated sludge system has maximum OLR of 0.12 g COD/(g MLSS d) and NLR of 0.015 g TN/(g MLSS d) but a “Stand-By”-Operation with periods without wastewater influent is unavoidable. Discontinuous operating is one problem. The dependence on temperature as one of the main influences of nitrification-activity is the second point. The article gives an overview about the start-up and the optimisation of the process.


2015 ◽  
Vol 22 (15) ◽  
pp. 11840-11849 ◽  
Author(s):  
Ariane C. Brotto ◽  
Débora C. Kligerman ◽  
Samara A. Andrade ◽  
Renato P. Ribeiro ◽  
Jaime L. M. Oliveira ◽  
...  

2004 ◽  
Vol 48 (11-12) ◽  
pp. 363-370 ◽  
Author(s):  
N. Noda ◽  
N. Kaneko ◽  
M. Mikami ◽  
Y. Kimochi ◽  
S. Tsuneda ◽  
...  

Nitrous oxide (N2O) is emitted from wastewater treatment processes, and is known to be a green house gas contributing to global warming. It is thus important to develop technology that can suppress N2O emission. The effects of sludge retention time (SRT) and dissolved oxygen (DO) on N2O emission in an anoxic-oxic activated sludge system were estimated. Moreover, the microbial community structure in the sludge, which plays an important role in N2O suppression, was clarified based on nitrous oxide reductase (nosZ) gene analysis by molecular biological techniques. The results showed that under low SRT conditions, nitrification efficiency was reduced and the N2O emission rate in the oxic reactors was increased. It was also observed that N2O emission was enhanced under low DO conditions, where the available oxygen is insufficient for nitrification. Moreover, molecular analysis revealed that the clones identified in this study were closely related to Ralstonia eutropha and Paracoccus denitrificans. The fact that the identified sequences are not closely related to known culturable denitrifier nosZ sequences indicates a substantial in situ diversity of denitrifiers contributing to N2O suppression, which are not reflected in the cultivatable fraction of the population. The further application of these new molecular techniques should serve to enhance our knowledge of the microbial community of denitrifying bacteria contributing to N2O suppression in wastewater treatment systems.


Chemosphere ◽  
2020 ◽  
pp. 129522
Author(s):  
Stephany P. Wei ◽  
Bao Nguyen Quoc ◽  
Madelyn Shapiro ◽  
Pin Hsuan Chang ◽  
Calhoun Jason ◽  
...  

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