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The MBR Book: Principles and Applications of Membrane

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

Permeability, LMH/bar<br />

1000<br />

900<br />

800<br />

700<br />

600<br />

500<br />

400<br />

300<br />

200<br />

100<br />

0<br />

Jul 01 Jan 02 Jul 02 Jan 03 Jul 03 Jan 04 Jul 04 Jan 05 Jul 05<br />

Date (Month Year)<br />

Kubota<br />

Zenon<br />

Mitsubishi<br />

Figure 3.2 Permeability <strong>of</strong> the modules as observed during the total operation time <strong>of</strong> the <strong>MBR</strong> pilot.<br />

Data corrected to 20°C according to viscosity correction<br />

Table 3.19 <strong>MBR</strong> cleaning protocols, Kloten/Opfikon WWTP<br />

Kubota Mitsubishi Rayon Zenon<br />

Reagents used NaOCl, NaOCl, NaOCl, 150–1000 mg/L<br />

150–2000 mg/L 150–1000 mg/L Citric acid pH 2.5<br />

Citric acid pH 2.5 Citric acid pH 2.5<br />

Established protocol –* –* Maintenance clean, 150 mg/L<br />

NaOCl <strong>and</strong> citric acid clean<br />

every 14 days.<br />

*No protocol tested yielded satisfactorily reproducible results.<br />

as cleaning protocols. For the Zenon module, however, permeability correlated roughly<br />

with MLSS concentration in the membrane compartment from the start <strong>of</strong> operation<br />

until January 2004. <strong>The</strong> permeability increase from January 2004 onwards correlated<br />

with the introduction <strong>of</strong> regular maintenance CIPs (Table 3.19) every 14 days<br />

with 150 ppm NaOCl followed by a citric acid clean pH 2.5.<br />

<strong>The</strong> Mitsubishi Rayon unit provided a low permeability throughout the study due<br />

to clogging <strong>of</strong> the hollow fibres by dehydrated sludge. Several measures taken to ameliorate<br />

this problem, such as overnight relaxation <strong>and</strong> intensive or regular chemical<br />

cleaning, were unsuccessful. Regular backflushing for 30 s during each permeate<br />

production cycle, as applied to the Zenon module, provided a stable low permeability.<br />

No difference in efficacy <strong>of</strong> maintenance cleaning at low hypochlorite concentrations<br />

“in air” (Section 2.3.9.2) rather than in place was noted.

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