scholarly journals Integrated fixed-film activated sludge membrane bioreactors versus membrane bioreactors for nutrient removal: A comprehensive comparison

2018 ◽  
Vol 226 ◽  
pp. 347-357 ◽  
Author(s):  
Giorgio Mannina ◽  
George A. Ekama ◽  
Marco Capodici ◽  
Alida Cosenza ◽  
Daniele Di Trapani ◽  
...  
2010 ◽  
Vol 44 (5) ◽  
pp. 1553-1561 ◽  
Author(s):  
Hyun-su Kim ◽  
James W. Gellner ◽  
Joshua P. Boltz ◽  
Robert G. Freudenberg ◽  
Claudia K. Gunsch ◽  
...  

2009 ◽  
Vol 2009 (17) ◽  
pp. 704-711 ◽  
Author(s):  
Hyun-su Kim ◽  
Ruoting Pei ◽  
Claudia Gunsch ◽  
James W. Gellner ◽  
Joshua P. Boltz ◽  
...  

1996 ◽  
Vol 30 (7) ◽  
pp. 1573-1584 ◽  
Author(s):  
R. S̆orm ◽  
G. Bortone ◽  
R. Saltarelli ◽  
P. Jeníc̆ek ◽  
J. Wanner ◽  
...  

2017 ◽  
Vol 187 ◽  
pp. 96-102 ◽  
Author(s):  
Giorgio Mannina ◽  
Marco Capodici ◽  
Alida Cosenza ◽  
Daniele Di Trapani ◽  
Vito Armando Laudicina ◽  
...  

2018 ◽  
Vol 268 ◽  
pp. 128-138 ◽  
Author(s):  
Jared Church ◽  
Hodon Ryu ◽  
A.H.M. Anwar Sadmani ◽  
Andrew Amis Randall ◽  
Jorge Santo Domingo ◽  
...  

1990 ◽  
Vol 22 (7-8) ◽  
pp. 113-121
Author(s):  
W. Maier

In view of the new effluent standards in West Germany, including nitrification and phosphorus elimination, many of the existing sewage treatment plants will have to be rebuilt or expanded. Another demand which will have to be dealt with in the near future is denitrification. Under consideration of the large BOD5-loads which were taken into account when designing the plants, many of them nitrify during the summer or can be easily converted to operate with nitrification. Principles for planning the upgrading of such plants have been laid down in order to achieve the required effluent concentrations. The application of these principles is demonstrated with examples of upgraded plants.


1997 ◽  
Vol 35 (10) ◽  
pp. 87-94 ◽  
Author(s):  
R. Sorm ◽  
J. Wanner ◽  
R. Saltarelli ◽  
G. Bortone ◽  
A. Tilche

The phenomenon of anoxic phosphate uptake with simultaneous denitrification was studied. For this purpose kinetic batch tests have been carried out by using the activated sludge samples from three modifications of nutrient removal activated sludge systems: two based on an anaerobic-anoxic-oxic (A2/O) system and a third on an anaerobic-oxic (A/O) system. The results showed significant differences in anoxic phosphate uptake rate between activated sludge which was alternatively exposed to anoxic conditions and activated sludge from the A/O arrangement. These differences were also accompanied by different denitrification rates. Simultaneously with batch experiments the microscopic observation of activated sludge samples was carried out. Neisser and Gram stained samples showed clear differences in shape, size and distribution of polyphosphate accumulating bacteria between A2/O and A/O Processes. Moreover, experiments performed using genetic probes confirmed the differences in microbiological composition of activated sludge samples from different nutrient removal system arrangements.


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