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Membrane and Desalination Technologies - TCE Moodle Website

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<strong>Membrane</strong> Filtration Regulations <strong>and</strong> Determination of Log Removal Value 167<br />

Figure 4.4 shows a schematic of a pressure-driven apparatus operated in suspension mode<br />

with continuous seeding <strong>and</strong> grab sampling. In systems that operate in suspension mode, the<br />

concentration of suspended solids increases on the feed side of the membrane. While it may<br />

not be practical to accurately replicate the solids concentration profile for a membrane system<br />

in which the feed side concentration of suspended solids varies as a function of filtration time,<br />

concentrate recirculation can produce conservative feed side conditions for the purpose of<br />

challenge testing, assuming appropriate operating conditions for recovery <strong>and</strong> recycle ratio<br />

are selected. Selection of an appropriate recovery for challenge testing can be complicated by<br />

the fact that system recoveries can vary significantly in some cases (particularly for NF/RO<br />

systems). The recycle ratio should be selected such that velocities across the membrane<br />

surface are high enough to keep particles in suspension. The manufacturer can typically<br />

recommend a minimum scour velocity for a cross-flow system.<br />

For systems that utilize concentrate recycling, there are some additional considerations<br />

that are important to be taken into account regarding the feed side system volume <strong>and</strong> the<br />

location of the feed sample point. In general, larger feed side system volumes require longer<br />

system equilibration times. For example, Fig. 4.4 shows the concentrate return location at the<br />

feed tank rather than directly into the module feed line, thus increasing the effective feed side<br />

system volume significantly. If such an arrangement is necessary (e.g., to provide an air break<br />

in the recirculation system), then the feed tank volume should be minimized. In an apparatus<br />

utilizing concentrate recycling, the feed sample point must be located upstream of the return<br />

point, as shown in Fig. 4.4.<br />

Figure 4.5 shows a typical vacuum-driven test apparatus operated in deposition mode with<br />

continuous seeding <strong>and</strong> grab sampling. Although the module is immersed in a tank, the feed<br />

water is not agitated, thus allowing particles to deposit on the membrane surface. With this<br />

apparatus, the filtrate sampling point must be located downstream of the vacuum pump.<br />

Figure 4.6 illustrates an apparatus for a vacuum-driven system operated in suspension<br />

mode with continuous seeding <strong>and</strong> grab sampling. With this apparatus, the feed tank is<br />

mechanically agitated to keep particles in suspension <strong>and</strong> can be modeled as a continuous<br />

stirred tank reactor (CSTR). As with the vacuum-driven apparatus shown in Fig. 4.5, the<br />

filtrate sampling point must be located downstream of the vacuum pump.<br />

4.9.2. Test Operating Conditions<br />

The design of a challenge test includes specifications for the following operating conditions:<br />

flux, recovery, <strong>and</strong> hydraulic configuration. The LT2ESWTR requires the challenge test to be<br />

conducted at the maximum design flux <strong>and</strong> recovery <strong>and</strong> that the test apparatus be operated<br />

under representative or conservative hydraulic conditions. These requirements dictate the<br />

operating conditions for the test apparatus during challenge testing. Note that under the<br />

LT2ESWTR, recovery is defined as the volumetric percent of feed water that is converted to<br />

filtrate in the treatment process over the course of an uninterrupted operating cycle (i.e.,<br />

excluding losses that occur due to the use of filtrate in backwashing or cleaning operations).<br />

Testing at the maximum recovery is important to ensure that the volumetric concentration<br />

factor (VCF) simulated during challenge testing is representative of (or conservative for) fullscale<br />

system operation. For systems that operate in deposition (i.e., direct flow or “dead-end”)

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