04.02.2013 Views

The MBR Book: Principles and Applications of Membrane

The MBR Book: Principles and Applications of Membrane

The MBR Book: Principles and Applications of Membrane

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Table 3.7 O&M data<br />

Design 137<br />

Kubota Mitsubishi Rayon Zenon Norit X-Flow<br />

<strong>Membrane</strong> aeration<br />

capacity (Nm<br />

90–180 75–120 100 (cycled) 140<br />

3 /h)<br />

Cycle (min) 8 on/2 relaxa 20 h on/4 h <strong>of</strong>f c bflshf 20 h on/4 h <strong>of</strong>f h<br />

Net flux (LMH)<br />

● Normal 8.3–12.5 5–8 20e 15–20, 37i ● Peak 32.5–42 20.3–30.6 35e 50<br />

Biological aeration<br />

capacity (Nm<br />

160 160 100 140<br />

3 /h)<br />

F/M ratio 0.04–0.18 0.02–0.14 0.04–0.18 0.04–0.12<br />

HRT (h) 10.2–15.4 15–22 7.6–12.3 15.2<br />

SRT (day) 27–70 31–87 26–51 42–66<br />

MLSS (g/L) 10.5–12 8.9–11.6 10.4–11.2<br />

Chemical cleaning NaOCl, 0.5% NaOCl, 0.5% NaOCl, 1%, NaOCl, 0.5%,<br />

reagents Oxalic acid, 1% followed by followed by followed by<br />

acid 0.3% citric acid Ultrasili Derived data<br />

SAD m a (Nm 3 /(h m 2 )) 0.75 0.28–0.38 0.54 g 0.33–0.6 h<br />

SAD p (m 3 air/m 3 60–90 normal; 48–56 normal 27 30–40 normal<br />

permeate) 18–23 peak 12–14 peak 15 12–16 peak<br />

Mean permeability, 200–250 w/o r a 200 normal d 200–250 250 normal<br />

LMH/bar 500–800 w r a 140–150 peak d 320–350 75–200 peak<br />

350 peak w r a after clean<br />

Permeability decline 1.5 b 0.39 b 20 b<br />

�K�t, LMH/(bar h)<br />

aRelaxation introduced mid-way through Phase I; permeability data refers to without (w/o.) <strong>and</strong> with (w.)<br />

relaxation.<br />

bRefers to peak flux operation: for the Zenon membrane this was 60 LMH.<br />

c “Night-time” relaxation introduced during Phase III, along with backflushing at 20 LMH.<br />

dAssumed to be with relaxation.<br />

eRefers to 500 c module.<br />

fAuthors state “ratio <strong>of</strong> net to gross flux was 83–85%”; bflsh � backflushed.<br />

gIntermittent operation.<br />

hNight-time relaxation introduced during Phase II.<br />

iWith weekly maintenance clean.<br />

jCombination <strong>of</strong> sulphuric <strong>and</strong> phosphoric acid.<br />

0.075–0.11 for the Zenon. Ferric dosing was applied at different concentrations for<br />

the different technologies.<br />

<strong>The</strong> protocol adopted was for operation under flow conditions set by the flow to the<br />

sewage treatment works: a fixed proportion <strong>of</strong> the flow was directed to the <strong>MBR</strong> pilot<br />

plants. This led to rather conservative average fluxes. Operating (or gross) fluxes<br />

ranged between 10 <strong>and</strong> 20 LMH for most <strong>of</strong> the time, leading to even lower net fluxes<br />

<strong>of</strong> 8–15 LMH. As a result, high permeabilities were generally recorded, particularly<br />

for the Kubota membrane <strong>and</strong> especially following the introduction <strong>of</strong> cleaning<br />

strategies such as relaxation. Commensurately high SAD numbers (SAD p � 60–90, m 3<br />

air/m 3 permeate in the case <strong>of</strong> Kubota) resulted. Peak flow tests conducted on each <strong>of</strong><br />

the technologies always resulted in a significant drop in permeability.

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!