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Membrane and Desalination Technologies - TCE Moodle Website

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Treatment of Industrial Effluents, Municipal Wastes, <strong>and</strong> Potable Water 209<br />

Fig. 5.3. MBR process system with membrane module submerged in the bioreactor.<br />

process. The high MLSS concentrations facilitate treatment within a smaller bioreactor<br />

volume.<br />

The hydraulic capacity of the MBR process is limited by the flow of water per unit area of<br />

the membrane surface. The average flow rate per unit area, or flux, for membranes that are<br />

used for wastewater treatment (WWT) is typically 10–15 gallons per square foot per day (gfd).<br />

This type of MBR process can be built from the ground up, or retrofitted into an existing CAS<br />

aeration basin, as shown in Fig. 5.3. In operation, air is supplied through coarse bubble diffusers<br />

at the base of the membrane cassettes to agitate <strong>and</strong> scour the membranes for cleaning <strong>and</strong> to<br />

provide oxygen for biological treatment. At regular intervals, automatic backwash (backpulse)<br />

cycles clean <strong>and</strong> restore permeability to the membranes. The coarse bubble diffusers used for<br />

membrane cleaning do not transfer oxygen efficiently, so fine bubble diffusers (or other means<br />

of aeration) are added to supply more air for treatment.<br />

2.2. <strong>Membrane</strong> Bioreactor with <strong>Membrane</strong> Module Situated Outside the Bioreactor<br />

This type of MBR process system is schematically shown in Fig. 5.4. Screened influent<br />

enters the bioreactor, where it is oxidized to remove organic pollution, as well as ammonia, if<br />

any. The mixed liquor from the bioreactor at an MLSS concentration ranging from 10 to 20 g/L<br />

is withdrawn <strong>and</strong> pumped through a crossflow membrane filtration module. The permeate<br />

from the membranes constitutes the treated effluent. The retentate stream representing<br />

concentrated biosolids is returned to the bioreactor. Excess biosolids are wasted from the<br />

bioreactor or from the return line.<br />

It may be noted that due to the membranes acting as absolute barrier for solids, it is possible<br />

to maintain the desired sludge age or SRT accurately. Also, the micro- or ultrafiltration

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