This paper presents a full-scale experience of sludge minimization by means of short contact time ozonation in a WWTP mainly fed on textile wastewater. WWTP performance over a 5-year operational data series was analyzed and compared with a one-year operation with sludge ozonation. Lab-scale respirometric tests were also performed to characterize biomass activity before and after the ozone contact reactor. Results suggest that sludge ozonation: (1) is capable to decrease excess sludge production by 17%; (2) partially decreases both N removal, by lowering the denitrification capacity, and P removal, by reducing biomass synthesis; (3) increases the decay rate from the typical value of 0.62 d-1 to 1.3 d-1; (4) decreases the heterotrophic growth...
This paper provides new insights on the application of the ozonation process for the reduction of ac...
This paper critically reviews the multidimensional benefits of ozonation in wastewater treatment pla...
Minimization of excess sludge production may be achieved by either changes in operational conditions...
This paper presents a full-scale experience of sludge minimization by means of short contact time oz...
This paper presents a full-scale experience of sludge minimization by means of short contact time oz...
This paper presents a full-scale experience of sludge minimization by means of short contact time oz...
This paper presents a full-scale experience of sludge minimization by means of short contact time oz...
This paper presents a full-scale experience of sludge minimization by means of short contact time oz...
The activated sludge process is the most widely used wastewater treatment. The main drawback of this...
The activated sludge process is the most widely used wastewater treatment. The main drawback of this...
The activated sludge process is the most widely used wastewater treatment. The main drawback of this...
The excess biomass produced during biological treatment of municipal wastewater represents a major i...
Abstract: Partial ozonation of the return sludge in activated sludge processes has been employed to ...
One of the most important problems that wastewater treatment plants throughout the world have been f...
One of the most important problems that wastewater treatment plants throughout the world have been f...
This paper provides new insights on the application of the ozonation process for the reduction of ac...
This paper critically reviews the multidimensional benefits of ozonation in wastewater treatment pla...
Minimization of excess sludge production may be achieved by either changes in operational conditions...
This paper presents a full-scale experience of sludge minimization by means of short contact time oz...
This paper presents a full-scale experience of sludge minimization by means of short contact time oz...
This paper presents a full-scale experience of sludge minimization by means of short contact time oz...
This paper presents a full-scale experience of sludge minimization by means of short contact time oz...
This paper presents a full-scale experience of sludge minimization by means of short contact time oz...
The activated sludge process is the most widely used wastewater treatment. The main drawback of this...
The activated sludge process is the most widely used wastewater treatment. The main drawback of this...
The activated sludge process is the most widely used wastewater treatment. The main drawback of this...
The excess biomass produced during biological treatment of municipal wastewater represents a major i...
Abstract: Partial ozonation of the return sludge in activated sludge processes has been employed to ...
One of the most important problems that wastewater treatment plants throughout the world have been f...
One of the most important problems that wastewater treatment plants throughout the world have been f...
This paper provides new insights on the application of the ozonation process for the reduction of ac...
This paper critically reviews the multidimensional benefits of ozonation in wastewater treatment pla...
Minimization of excess sludge production may be achieved by either changes in operational conditions...