2013
DOI: 10.1016/j.watres.2013.06.012
|View full text |Cite|
|
Sign up to set email alerts
|

Breakage and growth towards a stable aerobic granule size during the treatment of wastewater

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

5
31
0

Year Published

2015
2015
2022
2022

Publication Types

Select...
7
2

Relationship

1
8

Authors

Journals

citations
Cited by 84 publications
(36 citation statements)
references
References 26 publications
5
31
0
Order By: Relevance
“…From day 90 on, the granular size averagely stabilized at 0.76e0.78 mm, although the initial diameter of seed sludge was about 0.17 mm (Table 1). This observation is in agreement with the finding by Verawaty et al (2013) who reported that granules in the reactor equilibrated towards a common critical size of around 0.6e0.8 mm. MLSS and SVI 30 were determined to be 12e13 g/L and 22 ml/g after 60 days' cultivation.…”
Section: Formation and Characterization Of Aerobic Granulessupporting
confidence: 93%
“…From day 90 on, the granular size averagely stabilized at 0.76e0.78 mm, although the initial diameter of seed sludge was about 0.17 mm (Table 1). This observation is in agreement with the finding by Verawaty et al (2013) who reported that granules in the reactor equilibrated towards a common critical size of around 0.6e0.8 mm. MLSS and SVI 30 were determined to be 12e13 g/L and 22 ml/g after 60 days' cultivation.…”
Section: Formation and Characterization Of Aerobic Granulessupporting
confidence: 93%
“…Here, due to metabolic and physical limitations, the granule biofilm grows to a critical size, above this size the inner core of the granule is significantly weakened and these fracture into smaller granule particles (Verawaty et al, 2013). The findings from this study provide a greater understanding of the differences between these biofilm states, and this improved insight may contribute to better application and management of aerobic granular wastewater treatment processes.…”
Section: Accepted Articlementioning
confidence: 79%
“…During Step E, cell flocs approach each other in the case there exists an electrostatic attraction between positive and negative areas of cell flocs. Shear force shapes and densifies cell flocs (Step E) to become granular sludge, as shown in Step F. The mature granular sludge subsequently disintegrates after reaching a certain critical size, and then causes an overall reduction in granular size (Verawaty et al, 2013).…”
Section: Discussionmentioning
confidence: 95%