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Membrane and Desalination Technologies - TCE Moodle Website

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516 P. Kajitvichyanukul et al.<br />

(b) Calculate the pressure drop<br />

Using Eq. (10) to determine the pressure drop<br />

Assume: m =1 10 3 Pa·s<br />

Dp ¼ 1 mLVavg<br />

2 D2 :<br />

Dp ¼ 1 ð1 10<br />

2<br />

3Pa sÞ ð2mÞ ð0:32 m=sÞ<br />

ð0:02 10 2mÞ 2 ;<br />

Dp ¼ 8 10 3 Pa ¼ 0:08 10 5 Pa ¼ 0:08 atm:<br />

The pressure drop is 8,000 Pa or 0.08 atm.<br />

Example 2<br />

Find the feed flow to the membrane unit if the water flux is designed as 5 10 -6 m 3 /m 2 ·h. The recovery<br />

of the membrane unit is set at 80% <strong>and</strong> the surface area of the membrane is 30 m 2 .<br />

Solution<br />

1. Find the filtrate flow using Eq. (6)<br />

Qp ¼<br />

J ¼ Qp<br />

;<br />

Am<br />

Qp ¼ Am<br />

J ;<br />

30 m 2<br />

ð5 10 6 m 3 =m 2 sÞ ð3; 600 s=hÞ ;<br />

Qp ¼ 1; 666:67 m 3 =s:<br />

2. Find the feed flow to the membrane using Eq. (7)<br />

R ¼ Qp<br />

;<br />

Qf<br />

Qf ¼ Qp<br />

R ;<br />

Qf ¼ 1; 666:67 m3 =s<br />

;<br />

0:08<br />

Qf ¼ 2;0833:38 m 3 =s:<br />

The feed flow to the membrane unit is 2,0833.38 m 3 /s.

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