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GPS-X Technical Reference

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161 Suspended Growth Models<br />

The <strong>GPS</strong>-X MBR model calculates the removal of solids due to the membrane using a<br />

mass balance and the solids capture rate (actually a fraction) specified in the<br />

Input Parameters > Physical – Membrane form. The default solids capture rate has<br />

been selected to provide a permeate TSS concentration of 1 mg/L or less for typical MBR<br />

MLSS concentrations (i.e. 8,000 to 12,000 mg/L). A separate mass balance is applied to<br />

each particulate component in the biological model.<br />

In the simple mode, the permeate flow (and flux) is calculated using a volumetric balance<br />

and the specified influent and pumped flows. In advanced mode, the permeate flux<br />

through the membrane is modelled using a resistance-in-series model (Choi et al., 2000)<br />

as shown below:<br />

Equation 6.43<br />

where:<br />

J<br />

∆P<br />

μ<br />

= permeate flux (m/s)<br />

= trans-membrane pressure (kPa)<br />

= viscosity of water (Pa’s)<br />

Rm = intrinsic membrane resistance (m -1 )<br />

Rc = cake layer resistance (m -1 )<br />

Rf = fouling resistance (m -1 )<br />

The trans-membrane pressure, ∆P, is specified in the Input Parameters > Operational<br />

-Membrane Form, as described in the section below. The viscosity of water is calculated<br />

using the following equation (Günder, 2001):<br />

Equation 6.44<br />

where:<br />

T<br />

= temperature (°C)<br />

<strong>GPS</strong>-X <strong>Technical</strong> <strong>Reference</strong>

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