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2.1.5 TREATMENT TECHNOLOGIES<br />

Generally there are different <strong>treatment</strong> technologies <strong>for</strong> <strong>greywater</strong> available. A<br />

compendium of common biological wastewater <strong>treatment</strong> methods is listed in Table 4, based<br />

on the characteristic features.<br />

Table 4: Comparison of biological wastewater <strong>treatment</strong> processes based on distinctive features;<br />

(Heinrich & Heinrich, 2008)<br />

Treatment<br />

method<br />

Criteria<br />

Cleaning<br />

capacity<br />

Space<br />

requirements<br />

Level of<br />

technology and<br />

automation<br />

Operating and<br />

maintenance<br />

expense<br />

Trickling filter<br />

good -<br />

satisfactory<br />

Biological<br />

contactor<br />

good<br />

good -<br />

satisfactory<br />

good -<br />

satisfactory<br />

This study is specifically limited to the MBR technology and cannot explain all different<br />

<strong>treatment</strong> technologies (<strong>for</strong> more detailed in<strong>for</strong>mation see introduction, hypothesis 1-3). It is<br />

not possible to go into particulars and describe all advantages and disadvantages of<br />

<strong>greywater</strong> <strong>treatment</strong> plants. But a short overview of membrane bioreactors strengths and<br />

weaknesses is given.<br />

The MBR technique in Figure 5 with submerged membrane modules MBR represents a<br />

combination of activated sludge process and membrane filtration under low pressure<br />

conditions. Thereby the membrane filtration (ultrafiltration) replaces the conventional<br />

secondary clarification in the settling tank, the sand filtration and the disinfection. In activated<br />

sludge the bacteria degrade the organic contaminants from the <strong>greywater</strong> under aerobic<br />

conditions. <strong>An</strong>d the permeate is filtered with a slight negative pressure through the<br />

membranes (Paris, 2009b).<br />

Figure 5: Technical principle of membrane bioreactor; (Bérubé, 2010; modified)<br />

good very good very good<br />

low low low very low low very low very low<br />

enineered engineered<br />

Aerated fixed<br />

bed reactor<br />

strongly<br />

engineered<br />

Fluidised bed<br />

strongly<br />

engineered<br />

Activated<br />

sludge<br />

<strong>treatment</strong><br />

strongly<br />

engineered<br />

Sequencing<br />

batch reactor<br />

(SBR)<br />

strongly<br />

engineered and<br />

automated<br />

Membrane<br />

bioreactor<br />

(MBR)<br />

strongly<br />

engineered and<br />

automated<br />

high low fairly high low very high low very high<br />

In contrast to the conventional activated sludge process, in a membrane bioreactor the<br />

secondary clarification is substituted by a membrane filtration. In general the MBR<br />

technology achieves higher removal efficiency than other possible methods such as SBR,<br />

biological contractors or the conventional activated sludge <strong>treatment</strong>. For reuse applications<br />

it provides further advantages, since the outlet of a MBR plant is considered as disinfected.<br />

By the use of ultrafiltration membranes, an effective retention of bacteria is ensured, because<br />

of the pore diameter of less than 0.2 µm and the permeate is free from suspended solids.<br />

The disadvantage of the MBR process lies in the two- to threefold higher energy and higher<br />

maintenance costs in comparison to SBR. The higher energy consumption results from the<br />

intensive ventilation needs <strong>for</strong> the membrane surface cleaning air, in order to prevent<br />

blockage of the membrane. (Cornel & Wagner, 2009)<br />

9

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