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Membrane and Desalination Technologies - TCE Moodle Website

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124 L. Song <strong>and</strong> K.Guan Tay<br />

Average permeate flux (m/s)<br />

9.0×10 –6<br />

8.0×10 –6<br />

7.0×10 –6<br />

6.0×10 –6<br />

increase in driving pressure doubled the duration of the constant average flux with only<br />

marginal increase in the magnitude of the average flux.<br />

4.3. Influence of Feed Water Fouling Potential<br />

With the introduction of the new fouling potential of the feed water <strong>and</strong> the development of<br />

the mathematical model for fouling development in a long membrane channel, the effect of<br />

membrane fouling on the system performance at different operating scenarios can be quantitatively<br />

predicted. Figure 3.18 shows the fouling development in a long membrane channel<br />

(indicated by the average permeate flux) for feed waters with different fouling potentials.<br />

Operating conditions in Table 3.3 are used in the simulations. The initial average permeate<br />

fluxes are identical for all feed waters since the same clean membrane resistance is used in the<br />

simulations. The period of constant average flux increases with decreasing fouling potential<br />

of the feed water. It is also noted that feed water with higher fouling potential has a larger<br />

decline in average permeate flux with time. This phenomenon is similar to that observed in<br />

fouling tests using laboratory-scale membrane cells.<br />

4.4. Influence of Channel Length<br />

1.38×10 6<br />

1.21×10 6<br />

5.0×10<br />

0 20 40 60 80 100<br />

–6<br />

Time (Day)<br />

Fig. 3.17. The duration of constant average permeate flux greatly affected by driving pressure.<br />

A long membrane channel is commonly adopted in most full-scale RO systems to increase<br />

the permeate recovery. This is achieved by connecting several membrane modules in series in<br />

a pressure vessel. The influence of channel length on the system performance is simulated with<br />

operating parameters in Table 3.3 using feed water with a fouling potential of 10 9 Pa s/m 2 <strong>and</strong>

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