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

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Ammonia Conc. (mg/NH 4 + -N/L)<br />

12<br />

10<br />

8<br />

6<br />

4<br />

2<br />

6.12hrs<br />

0<br />

0 5 10 15 20 25 30 35<br />

Figure 2. Ammonia removal profile in seawater Figure 3. Change of ammonia removal rate<br />

nitrification process with immobilized and efficiency of immobilized nitrifier in<br />

nitrifier by changing HRT seawater nitrification process with<br />

airlift bioreactor by changing HRT<br />

Reference<br />

3.47hrs<br />

1.54hrs<br />

Operating Time (Days)<br />

Influent conc.<br />

HRT<br />

Effluent conc.<br />

1.01hrs 0.90hrs 0.80hrs 0.70hrs<br />

7<br />

6<br />

5<br />

4<br />

3<br />

2<br />

1<br />

0<br />

Hydrauric Residence Time (Hours)<br />

Bower, C. E., and D. T. Turner. “Accelerated nitrification in new seawater culture<br />

systems.” Aquaculture. 24(1981):1-9<br />

Furukwa, K., A. Ike, S. Ryu, and M. Fujita. “Nitrification of NH4-N polluted seawater<br />

by immobilized acclimated marine nitrifying sludge (AMNS).” J. Ferment. Bioeng.<br />

76. (1993): 515-520.<br />

Huguenin, J. E., and J. Colt. Design and operating guide for aquaculture seawater<br />

systems. Developments in aquaculture and fisheries science (ed. by J. E. Huguenin<br />

and J. Colt). Elservier. Amsterdam. Oxford. New York. Tokyo. 20. p.168-170. 1989.<br />

Susumu, H., and K. Furukawa. “Immobilization of activated sludge by PVA-boric<br />

acid method.” Biotech. and Bioeng. 30(1987):52-59.<br />

4<br />

Ammonia Removal Rate<br />

+ 3<br />

(g NH4 -N/m /day)<br />

70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

0<br />

0<br />

0 1 2 3 4 5 6 7<br />

Hydrauric Residence Time (Hours)<br />

Removal rate<br />

Efficiency<br />

100<br />

90<br />

80<br />

70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

Ammonia Removal Efficiency (%)

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