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TABLE OF CONTENTS Pages Symposium 1 - the National Sea ...

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120.0%<br />

100.0%<br />

80.0%<br />

60.0%<br />

40.0%<br />

20.0%<br />

0.0%<br />

0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0<br />

-20.0%<br />

Figure 2. Sand-bed expansion data as a function of water flow rate and sand size (e.g.,<br />

sieve size) within a 15 cm (6”) i.d. Cyclo-Bio ΤΜ vessel containing 15” of static sand.<br />

18<br />

16<br />

14<br />

12<br />

10<br />

8<br />

6<br />

flow (GPM)<br />

0 10 20 30 40 50 60 70<br />

Superficial velocity (gpm/ft 2 )<br />

(gpm/sq.ft.)<br />

Figure 3. A plot of pressure drop as a function of <strong>the</strong> superficial water velocity and sand<br />

size (e.g., sieve size) across a 15 cm (6”) i.d. Cyclo-Bio ΤΜ vessel containing 15” of static<br />

sand.<br />

5<br />

18/30 Media<br />

20/40 Media<br />

30/50 Media<br />

50/70 Media<br />

18/30 Media<br />

20/40 Media<br />

30/50 Media<br />

50/70 Media

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