Comparison between kinetics of autochthonous marine bacteria in activated sludge and granular sludge systems at different salinity and SRTs

2019 ◽  
Vol 148 ◽  
pp. 425-437 ◽  
Author(s):  
Santo Fabio Corsino ◽  
Marco Capodici ◽  
Francesca Di Pippo ◽  
Valter Tandoi ◽  
Michele Torregrossa
1987 ◽  
Vol 22 (3) ◽  
pp. 437-443 ◽  
Author(s):  
N. Kosaric ◽  
Z. Duvnjak

Abstract Aerobic sludge from a municipal activated sludge treatment plant, sludge from a conventional municipal anaerobic digester, aerobic sludge from an activated sludge process of a petroleum refinery, and granular sludge from an upflow sludge blanket reactor (USBR) were tested in the deemulsification of a water-in-oil emulsion. All sludges except the last one, showed a good deemulsification capability and could he used for a partial deemulsification of such emulsions. The rate and degree of the deemulsifications increased with an increase in sludge concentrations. The deemulsifications were faster at 85°C and required smaller amounts of sludge than in the case of the deemulsifications at room temperature. An extended stirring (up to a certain limit) in the course of the dispersion of sludge emulsion helped the deemulsification. Too vigorous agitation had an adverse effect. The deemulsification effect of sludge became less visible with an increase in the dilution of emulsion which caused an increase in its spontaneous deemulsification.


2015 ◽  
Vol 32 (7) ◽  
pp. 637-646 ◽  
Author(s):  
Mariko J. Lust ◽  
Ryan M. Ziels ◽  
Stuart E. Strand ◽  
Heidi L. Gough ◽  
H. David Stensel

2010 ◽  
Vol 184 (1-3) ◽  
pp. 111-117 ◽  
Author(s):  
R. Babaee ◽  
B. Bonakdarpour ◽  
B. Nasernejad ◽  
N. Fallah
Keyword(s):  

2014 ◽  
Vol 54 ◽  
pp. 337-346 ◽  
Author(s):  
Adriana Maria Lotito ◽  
Marco De Sanctis ◽  
Claudio Di Iaconi ◽  
Giovanni Bergna

2018 ◽  
Vol 46 (8) ◽  
pp. 1800239 ◽  
Author(s):  
Tulasi V. Krishna Mohan ◽  
Yarlagadda V. Nancharaiah ◽  
Vayalam P. Venugopalan ◽  
Pedapati M. Satya Sai

1996 ◽  
Vol 34 (1-2) ◽  
pp. 229-236 ◽  
Author(s):  
O. Nowak ◽  
K. Svardal ◽  
H. Kroiss

The highly concentrated wastewater of a rendering plant (7 g COD/l and 1.1 g TKN/l on average) is biologically pretreated in an activated sludge plant. Due to low loading of this plant, full nitrification and nitrogen removal are generally achieved. In periods of high COD loads, however, the nitrification capacity was substantially reduced. Control analyses revealed extreme phosphorus deficiency and that only nitrite, but no nitrate was formed. An extended model based on the ‘Activated sludge model No. 1’ has been used to investigate the kinetics of nitrification in the case of phosphorus deficiency, the demand for phosphorus under dynamic conditions, as well as the effect of variations in the nitrogen load at low levels of phosphate.


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