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Membrane and Desalination Technologies - TCE Moodle Website

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Advanced <strong>Membrane</strong> Fouling Characterization 129<br />

For similar reason, the use of average permeate flux is not appropriate when assessing the<br />

efficiency of membrane cleaning in the full-scale RO processes. Because of the existence of<br />

the surplus membrane area in the long channel, partial removal of the foulants from the<br />

channel can fully restore the average permeate flux. The failure of the average flux in<br />

assessing cleaning efficiency is often experienced by many plant operators, who observe<br />

that this fully restored average flux cannot be maintained for as long as when new RO<br />

membranes are initially used (23). The duration of fully restored flux becomes shorter in<br />

subsequent cleanings until the initial average flux cannot be fully restored. These observations<br />

suggest that some foulants still remain on the membrane surface after cleaning even<br />

when average flux is fully restored. The use of flux restoration as a measurement of the<br />

effectiveness of membrane cleaning will lead to inaccurate <strong>and</strong> most likely overestimated<br />

conclusions.<br />

5.2. Filtration Coefficient of a Long <strong>Membrane</strong> Channel<br />

By definition, membrane fouling always increases the total resistance of the RO membrane<br />

regardless of decline in the average permeate flux. Therefore, the basic requirement of an<br />

effective membrane fouling measurement technique is to reflect the increase in membrane<br />

resistance because it is the most fundamental feature of membrane fouling. For this purpose, a<br />

lumped parameter, the filtration coefficient F (m/Pa s), is introduced to reflect the overall<br />

membrane resistance as<br />

F ¼ 1<br />

ðL 1<br />

dx: (20Þ<br />

L 0 Rm<br />

It can be seen from Eq. (20) that the increase of membrane resistance on any point of the<br />

channel length will cause corresponding decrease in the filtration coefficient F. When there is<br />

membrane fouling in a membrane channel, the value of the filtration coefficient of the<br />

membrane channel will decrease with time. Therefore, the filtration coefficient is an intrinsic<br />

indicator of fouling in a long membrane channel that is independent of average flux. Only in<br />

cases when the membrane channel is controlled by mass transfer, the average permeate flux<br />

can be related to the filtration coefficient by the following equation:<br />

v ¼ FðDp DpÞ: (21Þ<br />

Although the filtration coefficient is virtually a different way to represent the membrane<br />

resistance, its advantages are obvious in fouling characterization of a long membrane channel<br />

over the direct use of the membrane resistance. First, filtration coefficient is a collective<br />

parameter that describes the whole system with a single value while the membrane resistance<br />

is a distributive parameter that varies along the membrane channel. Secondly, it is practically<br />

impossible to measure or determine membrane resistance distribution in the membrane<br />

channel. On contrary, the filtration coefficient of a membrane channel can be easily determined<br />

with a simple filtration test. Conducting filtration experiment at a pressure under the<br />

characteristic pressure of the clean membrane channel, the filtration coefficient can be readily<br />

calculated from the measured average flux <strong>and</strong> the net driving pressure with Eq. (21).

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