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Membrane and Desalination Technologies - TCE Moodle Website

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<strong>Membrane</strong> Systems Planning <strong>and</strong> Design 363<br />

4.4.2. Suspension Mode<br />

In membrane filtration systems that operate in suspension mode, a scouring force using<br />

water <strong>and</strong>/or air is applied parallel (i.e., tangential) to the membrane surface during the<br />

production of filtrate in a continuous or intermittent manner, as illustrated in Fig. 8.4.<br />

The objective of operating in this mode is to minimize the accumulation of contaminants at<br />

the membrane surface or boundary layer, thus reducing fouling. As shown in Eq. (18), the<br />

VCF quantifies the increase in the feed side concentration of suspended solids relative to that<br />

of the influent feed stream that occurs in a suspension mode of operation.<br />

The three most common suspension mode hydraulic configurations are the PFR model, the<br />

crossflow model, <strong>and</strong> the continuous stirred tank reactor (CSTR) model. Systems operating<br />

under a crossflow hydraulic configuration may be further categorized as either small volume<br />

or large volume systems, since the volume affects the manner in which suspended solids are<br />

concentrated in such a system. Depending on the particular hydraulic configuration, the VCF<br />

may vary temporally or spatially. In a PFR, the VCF increases in the direction of feed flow as<br />

a function of position in the system. Examples of such systems include spiral-wound NF/RO<br />

systems <strong>and</strong> vacuum-driven MF/UF systems submerged in tanks with large length-to-width<br />

ratios. In a CSTR or crossflow reactor, the VCF increases with time over the course of a<br />

filtration cycle.<br />

The objective of crossflow filtration is to maintain a high scour velocity across the<br />

membrane surface to minimize particle deposition <strong>and</strong> membrane fouling. Crossflow membrane<br />

processes operate in an unsteady-state manner, in which suspended solids accumulate<br />

on the feed side of the membrane over the course of a filtration cycle. Thus, in crossflow<br />

systems, the VCF varies as a function of time. At the end of each filtration cycle, the<br />

membrane unit is backwashed to remove the accumulated solids. Crossflow filtration has<br />

traditionally been used in conjunction with inside-out hollow-fiber membrane processes to<br />

increase the scouring velocity in the fiber lumen in order to minimize fouling.<br />

The CSTR (also known as feed-<strong>and</strong>-bleed in some applications) hydraulic configuration is<br />

similar to that of a crossflow system in that the particulate matter is held in suspension <strong>and</strong><br />

increases in concentration on the feed side of the membrane as a function of time. However,<br />

the CSTR incorporates a continuous concentrate waste stream (also referred to as the reject or<br />

Fig. 8.4. Conceptual illustration of suspension mode operation.

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