2002
DOI: 10.1016/s0011-9164(02)00260-6
|View full text |Cite
|
Sign up to set email alerts
|

Fouling control in activated sludge submerged hollow fiber membrane bioreactors

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

8
110
1
3

Year Published

2005
2005
2020
2020

Publication Types

Select...
6
2

Relationship

0
8

Authors

Journals

citations
Cited by 269 publications
(123 citation statements)
references
References 15 publications
8
110
1
3
Order By: Relevance
“…A significant challenge in the application of relaxation and backwashing is that only partial recovery of the permeability is achieved at the end of a filtration cycle, which implies a gradual loss of the effective filtration area due to fouling. Subsequently, in the next filtration cycle the less fouled areas will have to experience increased local fluxes to maintain the overall average flux, which in turn results in a higher fouling rate [94]. However, Figure 6, which shows a plot of the TMP versus time for both continuous and periodic backwashing and filtration, indicates that even with a partial recovery during each cycle, filtration with intermittent backwashing and relaxation outperforms continuous operation.…”
Section: Techniques For Fouling Control In Dead-end Submerged Membranmentioning
confidence: 99%
See 2 more Smart Citations
“…A significant challenge in the application of relaxation and backwashing is that only partial recovery of the permeability is achieved at the end of a filtration cycle, which implies a gradual loss of the effective filtration area due to fouling. Subsequently, in the next filtration cycle the less fouled areas will have to experience increased local fluxes to maintain the overall average flux, which in turn results in a higher fouling rate [94]. However, Figure 6, which shows a plot of the TMP versus time for both continuous and periodic backwashing and filtration, indicates that even with a partial recovery during each cycle, filtration with intermittent backwashing and relaxation outperforms continuous operation.…”
Section: Techniques For Fouling Control In Dead-end Submerged Membranmentioning
confidence: 99%
“…Filtration duration, backwash and relaxation durations, and backwashing flowrate are important parameters in the fouling mitigation of submerged HF membranes [26,90,92,93]. However, a major challenge in the application of these techniques is that the imposed permeate fluxes have to be elevated to maintain a given water production, which in turn could result in a higher fouling rate [94]. More details on backwashing and relaxation can be found in Section 7.…”
Section: Fouling In Submerged Dead-end Filtrationmentioning
confidence: 99%
See 1 more Smart Citation
“…Research and development of new membrane materials is an effective way to suppress the fouling membrane. Membrane materials should be commercially available, have a thermal stability and good chemical resistance against acids and bases as well as good mechanical strength and characteristics [3][4][5][6].…”
Section: Introductionmentioning
confidence: 99%
“…However, some authors have reported positive impact (Brookes and Jefferson 2006), and some observed insignificant impact (Hong et al 2002;Lesjean et al 2005). MLVSS/MLSS ratio was also analyzed to find out the effect of organic content on membrane fouling.…”
Section: Effect Of Hrt On Biomass Concentration and Tmpmentioning
confidence: 99%