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Thesis - faculty.ait.ac.th - Asian Institute of Technology

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Influent<br />

Figure 2.8 Schematic Diagram <strong>of</strong> Micr<strong>of</strong>iltration/Reverse Osmosis for Le<strong>ac</strong>hate Treatment<br />

(Qasim and Chiang, 1994)<br />

2.9.3 Denitrification-Nitrification/Ultrafiltration and Reverse Osmosis<br />

The application <strong>of</strong> membrane biore<strong>ac</strong>tors combined wi<strong>th</strong> reverse osmosis on a full<br />

scale le<strong>ac</strong>hate treatment was evaluated by PCI Memtech. The process train is as shown in<br />

Figure 2.9.<br />

Initially a RO unit was used in <strong>th</strong>e le<strong>ac</strong>hate treatment; however, combination <strong>of</strong><br />

composted wastewater and le<strong>ac</strong>hate led to a decrease in <strong>th</strong>e RO performance. Therefore, an<br />

aerobic MBR was adopted. The treatment scheme consists <strong>of</strong> separate nitrificationdenitrification<br />

re<strong>ac</strong>tors followed by an external UF membrane. The performance <strong>of</strong> <strong>th</strong>e<br />

plant is illustrated in Table 2.16.<br />

Le<strong>ac</strong>hate<br />

Flow<br />

Equalization<br />

Chemical<br />

Treatment<br />

Micr<strong>of</strong>iltration Reverse Osmosis<br />

Figure 2.9 Schematic Diagram <strong>of</strong> Denitrification-Nitrification/UF and Reverse Osmosis for<br />

Le<strong>ac</strong>hate Treatment<br />

38<br />

Solids<br />

Filter Press<br />

Denitrification Ultrafiltration<br />

Reverse Osmosis I<br />

Permeate II<br />

Discharge to<br />

Surf<strong>ac</strong>e Water<br />

Concentrate II<br />

Concentrate I<br />

(To Landfill Site)<br />

Reverse Osmosis II<br />

Effluent<br />

RO Concentrate<br />

(Recirculation)<br />

Permeate I

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