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The MBR Book: Principles and Applications of Membrane

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128 <strong>The</strong> <strong>MBR</strong> <strong>Book</strong><br />

However, to simplify calculations in process design the three correction factors are<br />

<strong>of</strong>ten combined into a single � factor.<br />

Unlike other flows m A,b is calculated as a mass flow as opposed to a volumetric<br />

flowrate. It is more practically useful to consider the volumetric biomass aeration<br />

dem<strong>and</strong>, for which m A,b must be converted to a volumetric flow rate, normalised to<br />

some selected temperature (usually 20°C) by the air density, to provide air flow rate<br />

per unit permeate flow:<br />

R<br />

b<br />

where J� net is the net flux normalised to 20°C.<br />

(3.11)<br />

3.1.3.2 <strong>Membrane</strong> aeration<br />

It is necessary to aerate the membrane unit in an <strong>MBR</strong> to scour solids from the membrane<br />

surface (Section 2.3.7.1). In practice the membrane aeration value is not defined<br />

theoretically since the relationship between aeration <strong>and</strong> flux decline is not well understood<br />

at present. <strong>Membrane</strong> aeration values are based on previous experience, <strong>and</strong> in<br />

many cases the suppliers recommend an appropriate aeration rate. As is the case for<br />

membrane cleaning regimes the most valuable data are that which are collected from<br />

pilot trials <strong>and</strong> full-scale case studies. <strong>The</strong> key contributing factor to energy dem<strong>and</strong><br />

in submerged systems is the specific aeration dem<strong>and</strong>, the ratio <strong>of</strong> Q A either to membrane<br />

area (SAD m) or permeate volume (SAD p):<br />

SAD m<br />

SAD p<br />

QA,b<br />

�<br />

J′ A<br />

net m<br />

� Q<br />

A<br />

A,m<br />

� Q<br />

JA<br />

A,m<br />

m<br />

m<br />

(3.12)<br />

(3.13)<br />

where the subscript m refers specifically to the individual membrane element or<br />

module. Whereas SAD m has units <strong>of</strong> m 3 air per unit m 2 per unit time, <strong>and</strong> thus<br />

nominally m/h, SAD p is unitless. It should be noted that both are temperature<br />

dependent, since gas volume (<strong>and</strong> thus flow) increases with temperature as does<br />

flux, through decreasing viscosity. If normalised to 20°C the air flow is demoted<br />

units <strong>of</strong> Nm 3 /h.<br />

3.1.3.3 Diffuser type<br />

<strong>The</strong>re are three types <strong>of</strong> aeration used in <strong>MBR</strong> plants: coarse bubble aeration, fine<br />

bubble aeration <strong>and</strong>, less commonly, jet aeration. <strong>The</strong> principal differences between<br />

the two main aerator types are given in Table 3.1. Traditionally, fine bubble diffusion<br />

has been used for biomass aeration <strong>and</strong> a separate coarse bubble aeration system<br />

applied for membrane scouring. In many proprietary systems separate tanks are

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