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The MBR Book: Principles and Applications of Membrane

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they can be put, which then provides an indication <strong>of</strong> the pore size. <strong>The</strong> latter can be<br />

defined either in terms <strong>of</strong> the effective equivalent pore diameter, normally in �m, or the<br />

equivalent mass <strong>of</strong> the smallest molecule in daltons (Da) the membrane is capable <strong>of</strong><br />

rejecting, where 1 Da represents the mass <strong>of</strong> a hydrogen atom. For UF membranes<br />

specifically the selectivity is thus defined by the molecular weight cut-<strong>of</strong>f (MWCO) in<br />

daltons. For the key membrane processes identified, pressure is applied to force water<br />

through the membrane. However, there are additional membrane processes in which<br />

the membrane is not necessarily used to retain the contaminants <strong>and</strong> allow the<br />

water to pass through, but can instead be used either to:<br />

(a) selectively extract constituents (extractive) or<br />

(b) introduce a component in the molecular form (diffusive).<br />

Fundamentals 23<br />

<strong>The</strong> range <strong>of</strong> membrane processes available is given in Table 2.1, along with an outline<br />

<strong>of</strong> the mechanism by which each process operates. Mature commercial membrane<br />

applications in water <strong>and</strong> wastewater treatment are limited to the pressure-driven<br />

processes <strong>and</strong> electrodialysis (ED), which can extract problem ions such as nitrate<br />

<strong>and</strong> those ions associated with hardness or salinity. <strong>Membrane</strong> technologies as<br />

applied to the municipal sector are predominantly pressure driven <strong>and</strong>, whilst the<br />

membrane permselectivity <strong>and</strong> separation mechanism may vary from process to<br />

another, such processes all have the common elements <strong>of</strong> a purified permeate product<br />

<strong>and</strong> a concentrated retentate waste (Fig. 2.2).<br />

<strong>The</strong> rejection <strong>of</strong> contaminants ultimately places a fundamental constraint on all<br />

membrane processes. <strong>The</strong> rejected constituents in the retentate tend to accumulate<br />

at the membrane surface, producing various phenomena which lead to a reduction<br />

Table 2.1 Dense <strong>and</strong> porous membranes for water treatment<br />

Pressure-driven Extractive/diffusive<br />

Reverse osmosis (RO)<br />

Separation achieved by virtue <strong>of</strong> differing<br />

solubility <strong>and</strong> diffusion rates <strong>of</strong> water (solvent)<br />

<strong>and</strong> solutes in water<br />

Nan<strong>of</strong>iltration (NF)<br />

Formerly called leaky RO. Separation achieved<br />

through combination <strong>of</strong> charge rejection,<br />

solubility–diffusion <strong>and</strong> sieving through<br />

micropores (�2 nm)<br />

Ultrafiltration (UF)<br />

Separation by sieving through mesopores<br />

(2–50 nm)*<br />

Micr<strong>of</strong>iltration (MF)<br />

Separation <strong>of</strong> suspended solids from water by<br />

sieving through macropores (�50 nm)*<br />

*IUPAC (1985).<br />

Electrodialysis (ED)<br />

Separation achieved by virtue <strong>of</strong> differing ionic<br />

size, charge <strong>and</strong> charge density <strong>of</strong> solute ions,<br />

using ion-exchange membranes<br />

Pervaporation (PV)<br />

Same mechanism as RO but with the (volatile)<br />

solute partially vapourised in the membrane<br />

by partially vacuumating the permeate.<br />

<strong>Membrane</strong> extraction (ME)<br />

Constituent removed by virtue <strong>of</strong> a<br />

concentration gradient between retentate <strong>and</strong><br />

permeate side <strong>of</strong> membrane<br />

Gas transfer (GT)<br />

Gas transferred under a partial pressure<br />

gradient into or out <strong>of</strong> water in molecular form

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