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The Future of Membranes in Seawater Desalination - emwis

The Future of Membranes in Seawater Desalination - emwis

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DESALINATION AND SUSTAINABILITY<br />

Translat<strong>in</strong>g membrane & design evolution<br />

Cost <strong>of</strong><br />

Water<br />

<strong>in</strong>to cost <strong>of</strong> water reduction<br />

57.<br />

56.<br />

56.<br />

60<br />

4<br />

7<br />

4<br />

UScts/m 3 UScts/m 3 UScts/m 3 UScts/m 3<br />

1 – 2 March<br />

Basic design<br />

Improved membrane<br />

chemistry and<br />

construction<br />

Advanced<br />

Design<br />

(Split)<br />

Advanced<br />

Design<br />

(ISD & SPLIT)<br />

• Improved rejection:<br />

SW30HRLE from 99.75 to 99.80%<br />

• Increase <strong>in</strong> active area:<br />

from 400 to 440 ft 2<br />

• Same as basic design<br />

but us<strong>in</strong>g split <strong>in</strong> the firts<br />

pass<br />

• Same as basic design<br />

but us<strong>in</strong>g split and ISD<br />

<strong>in</strong> the firts pass<br />

• Evaluation based on a large SWRO desal<strong>in</strong>ation plant (>100,000 m 3 /day), 41,000 feed TDS,<br />

16-32 ºC, Boron <strong>in</strong> permeate below 0.26 ppm<br />

• Number <strong>of</strong> pressure vessels not modified. Cost evaluation based on energy sav<strong>in</strong>gs (OPEX).<br />

© 2012 International Desal<strong>in</strong>ation Association

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