Table 2

Particle size distribution of sludge/biomass in aerobic and anaerobic MBRs in contact with the membrane

SourceReactorGeo./Mode/Config.TempSRTAverage dp50Reference
Type°Cdμm
Anaerobic MBRs 
Industriala CSTR PF/pumped/Side 53–55 – 3–16 Choo & Lee (1998)  
Industrialb CSTR Tubular/pumped/Side 52 – 0.8,4.0 Imasaka et al. (1989)  
Settled UASB HF/gas sparged/Sub – 30,200 60.3,1.4 Martin-Garcia et al. (2011)  
Settled CSTR HF/gas sparged/Sub – 30,200 42.8,7.6 Martin-Garcia et al. (2011)  
Settled CSTR PF/gas sparged/Sub 25–30 30,60 28,21 Huang et al. (2013)  
Synthetic UASB Tubular/pumped/Side 30 – 36,16d Bailey et al. (1994)  
Syntheticc UASB FS/pumped/Side – – 75,13d Cho & Fane (2002)  
Synthetic UASB Tubular/pumped/Side 25 – 465,138e Ozgun et al. (2015a)  
Synthetic UASB Tubular/pumped/Side 25 – 80–137f Ozgun et al. (2015b)  
Synthetic UASB Tubular/pumped/Side 15 – 25–88f Ozgun et al. (2015b)  
Synthetic CSTR –/pumped/Side 35  13 Elmaleh & Abdelmoumni (1997)  
Synthetic CSTR Tubular/pumped/Side 25 90–360 50.6,25.3d Ho & Sung (2009)  
Synthetic CSTR Tubular/gas sparged/Sub 30,55 – 70–90g Jeison & van Lier (2006)  
Synthetic CSTR FS/gas sparged/Sub 35 250 23.5 Akram & Stuckey (2008)  
Synthetic CSTR FS/gas sparged/Sub 35 250 9.6–16.3h Akram & Stuckey (2008)  
Synthetic CSTR FS,HF/gas sparged/Sub 35 – 60–65 Hu & Stuckey (2006)  
Synthetic CSTR PF/gas sparged/Sub 25–30 30–∞ 24–31 Huang et al. (2011)  
Aerobic MBRs 
Industrial + Crude CSTR HF/gas sparged/Sub >10 – 31.8–35.6 Sun et al. (2011)  
Crude CSTR MT/pumped/Side 20 60 50–300 Defrance et al. (2000)  
Crude CSTR HF/gas sparged/Sub 9–21 5,20,40 14,48,31 Huang et al. (2001)  
Settled CSTR HF/gas sparged/Sub 20 10,30 120–220, 70–100 Massé et al. (2006)  
Settled CSTR HF/gas sparged/Sub – 30,200 32.4,14.0 Martin-Garcia et al. (2011)  
Synthetic CSTR HF/gas sparged/Sub – 20,40,60 5.2–6.6 Lee et al. (2003)  
Synthetic CSTR HF/gas sparged/Sub – 30 57.6 Zhou et al. (2014)  
SourceReactorGeo./Mode/Config.TempSRTAverage dp50Reference
Type°Cdμm
Anaerobic MBRs 
Industriala CSTR PF/pumped/Side 53–55 – 3–16 Choo & Lee (1998)  
Industrialb CSTR Tubular/pumped/Side 52 – 0.8,4.0 Imasaka et al. (1989)  
Settled UASB HF/gas sparged/Sub – 30,200 60.3,1.4 Martin-Garcia et al. (2011)  
Settled CSTR HF/gas sparged/Sub – 30,200 42.8,7.6 Martin-Garcia et al. (2011)  
Settled CSTR PF/gas sparged/Sub 25–30 30,60 28,21 Huang et al. (2013)  
Synthetic UASB Tubular/pumped/Side 30 – 36,16d Bailey et al. (1994)  
Syntheticc UASB FS/pumped/Side – – 75,13d Cho & Fane (2002)  
Synthetic UASB Tubular/pumped/Side 25 – 465,138e Ozgun et al. (2015a)  
Synthetic UASB Tubular/pumped/Side 25 – 80–137f Ozgun et al. (2015b)  
Synthetic UASB Tubular/pumped/Side 15 – 25–88f Ozgun et al. (2015b)  
Synthetic CSTR –/pumped/Side 35  13 Elmaleh & Abdelmoumni (1997)  
Synthetic CSTR Tubular/pumped/Side 25 90–360 50.6,25.3d Ho & Sung (2009)  
Synthetic CSTR Tubular/gas sparged/Sub 30,55 – 70–90g Jeison & van Lier (2006)  
Synthetic CSTR FS/gas sparged/Sub 35 250 23.5 Akram & Stuckey (2008)  
Synthetic CSTR FS/gas sparged/Sub 35 250 9.6–16.3h Akram & Stuckey (2008)  
Synthetic CSTR FS,HF/gas sparged/Sub 35 – 60–65 Hu & Stuckey (2006)  
Synthetic CSTR PF/gas sparged/Sub 25–30 30–∞ 24–31 Huang et al. (2011)  
Aerobic MBRs 
Industrial + Crude CSTR HF/gas sparged/Sub >10 – 31.8–35.6 Sun et al. (2011)  
Crude CSTR MT/pumped/Side 20 60 50–300 Defrance et al. (2000)  
Crude CSTR HF/gas sparged/Sub 9–21 5,20,40 14,48,31 Huang et al. (2001)  
Settled CSTR HF/gas sparged/Sub 20 10,30 120–220, 70–100 Massé et al. (2006)  
Settled CSTR HF/gas sparged/Sub – 30,200 32.4,14.0 Martin-Garcia et al. (2011)  
Synthetic CSTR HF/gas sparged/Sub – 20,40,60 5.2–6.6 Lee et al. (2003)  
Synthetic CSTR HF/gas sparged/Sub – 30 57.6 Zhou et al. (2014)  

Acronyms: CSTR: continuous stirred tank reactor; FS: flat sheet; HF: hollow fibre; MT: multiple tube; PF: plate & frame; UASB: upflow anaerobic blanket reactor.

aAlcohol–distillery wastewater.

bConcentrated thermophilic fermentation broth of evaporator condensate discharged from a kraft pulp mill.

cNot mention synthetic, but assume according to the influent characteristics.

dParticle size before and after shear induction.

eUASB sludge particle size before and after membrane addition.

fParticle size in the UASB effluent.

gEstimate from graph.

hWith addition of PAC (powered activated carbon).

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