Notice of Retraction: Evaluation of Nitrogen and Phosphate Removal in Full-Scale Modified A²/O Process

Author(s):  
Zhiquan Yang ◽  
Shaoqi Zhou
2005 ◽  
Vol 90 (6) ◽  
pp. 761-769 ◽  
Author(s):  
M.K. de Kreuk ◽  
J.J. Heijnen ◽  
M.C.M. van Loosdrecht

2012 ◽  
Vol 187 ◽  
pp. 185-192 ◽  
Author(s):  
Xianhai Zeng ◽  
Michael K. Danquah ◽  
Chao Zheng ◽  
Ravichandra Potumarthi ◽  
Xiao Dong Chen ◽  
...  

1991 ◽  
Vol 23 (4-6) ◽  
pp. 819-824 ◽  
Author(s):  
E. Eggers ◽  
A. H. Dirkzwager ◽  
H. van der Honing

The first full-scale phosphate removal plant is nearly one year in operation. Values of 0.5 mg/l P or less are possible. No extra surplus sludge is produced, but a relatively small amount of waterfree pellets, which can be reused in the phosphate processing industry.


1987 ◽  
Vol 14 (2) ◽  
pp. 278-283 ◽  
Author(s):  
M. Florentz ◽  
M. C. Hascoet ◽  
F. Bourdon

In France, all phosphorus removal treatment has been based on precipitation by means of chemical reagents. With a view to reducing costs, a series of laboratory experiments was initiated and subsequently followed up by full-scale studies in early 1984 at the Saint-Mars-la-Jaille treatment plant. This is the first biological P-removal plant to be put on line in France.The plant operates at low loading levels with extended aeration. Nitrification–denitrification is achieved in controlled aerobic and nonaerobic zones through a multi-mini-step process in a plug–flow reactor. Complete nitrate removal results in a release of phosphorus during the anaerobic phase and, hence in a high level of phosphorus accumulation in the aerobic sludge.Phosphorus removal was optimized by replacing the thickener with a new flotation thickener to minimize P-release in the anaerobic sludge blanket. The phosphorus removal levels obtained varied from 35% at the outset of the study to 89% upon stabilization. This paper outlines the basic technical alterations made to ensure efficient phosphorus removal with this type of sewage plant as well as the analytical procedures used, and identifies the polyphosphates accumulated in activated sludge, on the basis of 31-phosphorus nuclear magnetic resonance (31P nmr).Results concerning phosphorus removal at low temperatures are also provided. Key words: activated sludge, wastewater treatment, biological phosphate removal, anaerobic conditions, restricted oxygen, nuclear magnetic resonance, flotation, temperature.


2000 ◽  
Vol 41 (9) ◽  
pp. 217-225 ◽  
Author(s):  
J. Wanner ◽  
I. Ruzickova ◽  
O. Krhutkova ◽  
M. Pribyl

The development and tasks of IAWQ specialist group on Activated Sludge Population Dynamics have been briefly described. The paper is aimed at three main topics of population dynamics, i.e., competition of nitrifying and organotrophic bacteria, population dynamics of enhanced biological phosphate removal, and activated sludge bulking and foaming. The population dynamics problems are illustrated on examples of Czech activated sludge plants. The examples were selected from a large national survey of activated sludge plants accomplished in 1995–1999. Nitrification proved to be the most difficult process to design and control in nutrient removal activated sludge systems. The survey of enhanced biological phosphate removal processes has shown that the arrangements used in the Czech Republic support well this process. The competition of PAOs with “G” bacteria in full-scale plants is less common than could be expected from previous laboratory studies. The phenomenon of anoxic phosphate uptake was also observed in full-scale plants. Traditional activated sludge separation problem of bulking was observed with much less frequency than expected. On the other hand, foaming caused by M. parvicella, N. limicola and by GALOs has become the most serious operation problem. The survey has also shown that physical rather than biological methods of foaming control are successfully applied in Czech activated sludge plants. The extent of foaming problems underlines the importance of a proper design and construction of final clarifiers.


1993 ◽  
Vol 27 (5-6) ◽  
pp. 329-341 ◽  
Author(s):  
Eef J. Leeuw ◽  
Peter de Jong

By means of a mobile pilot plant, several technologies for enhanced biological nitrogen and phosphate removal (10 mg N-total/l and 1 mg P/l) have been tested at seven locations. The main results with respect to effluent quality, sludge characteristics, effects of peak loads and storm water flows are presented.


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