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The MBR Book: Principles and Applications of Membrane

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80 <strong>The</strong> <strong>MBR</strong> <strong>Book</strong><br />

Table 2.10 Concentration <strong>of</strong> EPS components in different <strong>MBR</strong> systems (mg/gSS unless<br />

otherwise stated)<br />

EPSp EPSc Other Details Reference<br />

25–30 7–8 Humic: 12–13 R, (10) Cabassud et al. (2004)<br />

29 36 SUVA: 2.8–3.1 L/m mg S Ahn et al. (2005)*<br />

120 40 S, (�) Gao et al. (2004b)<br />

31–116 6–15 TOC: 37–65 Four pilot-scale Brookes et al. (2003b)<br />

plants, Municipal<br />

20 14 Pilot-scale plant,<br />

Industrial<br />

11–46 12–40 TOC: 44–47 Three full-scale<br />

plants, Municipal<br />

25 9 TOC: 42 Full-scale plants,<br />

Industrial<br />

EPSp � EPSc � 8 Jang et al. (2005a)<br />

30–36 33–28 (20–60) Lee et al. (2003)<br />

73 30 S, (�) Le-Clech et al. (2003b)<br />

60 17 R, (�) Le-Clech et al. (2003b)<br />

TOC: 250 mg/L S, MLSS: 14 g/L Nagaoka <strong>and</strong><br />

Nemoto (2005)<br />

TOC: 26–83 mg/gVSS (8–80) Cho et al. (2005b)<br />

116–101 22–24 S, (20) Ji <strong>and</strong> Zhou (2006)<br />

*Anaerobic UASB <strong>and</strong> aerobic <strong>MBR</strong> (Ahn et al., 2005).<br />

S: Synthetic wastewater; R: Real wastewater; (SRT in days in parenthesis; � �infinite SRT – no wastage).<br />

A functional relationship between specific resistance, MLVSS, TMP, permeate viscosity<br />

<strong>and</strong> EPS has recently been obtained by dimensional analysis (Cho et al.,<br />

2005b). EPS was found to have no effect on the specific resistance below 20 <strong>and</strong><br />

above 80 mgEPS/gMLVSS, but played a significant role on <strong>MBR</strong> fouling between<br />

these two limits.<br />

Analysis <strong>of</strong> EPS isolates is normally by UV absorbance, though more extensive<br />

analysis has been conducted by a number <strong>of</strong> authors. In a recent study based on an<br />

intermittently aerated <strong>MBR</strong>, the EPS fraction was found to feature three main peaks<br />

at 100, 500 <strong>and</strong> 2000 kDa following gel chromatographic analysis. EPS larger than<br />

1000 kDa in MW were assumed to be mainly responsible for <strong>MBR</strong> fouling (Nagaoka<br />

<strong>and</strong> Nemoto, 2005). High performance size exclusion chromatography (HPSEC), a<br />

technique more widely used for potable raw water analysis to analyse allochthonous<br />

natural organic matters (NOM) (Nissinen et al., 2001), has been applied to EPS.<br />

Analysis <strong>of</strong> EPS fractions obtained from <strong>MBR</strong>s at different locations revealed their<br />

EPS pr<strong>of</strong>iles to be similar (Brookes et al., 2003a; Brookes et al., 2003b; Jefferson et al.,<br />

2004). This would seem to corroborate previous findings from ASP sludge based on<br />

size exclusion chromatography combined with infrared micro-spectroscopy techniques<br />

(Gorner et al., 2003), where EPS chromatographs exhibited seven distinct<br />

peaks. Analysis revealed 45–670 kDa MW proteins <strong>and</strong> 0.5–1 kDa MW carbohydrates<br />

to be present. <strong>The</strong> existence <strong>of</strong> low-MW proteins associated with carbohydrates<br />

was proposed as being pivotal in floc formation <strong>and</strong> may therefore be expected<br />

to play a significant part in <strong>MBR</strong> membrane fouling. Reported studies <strong>of</strong> EPS

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