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N2O production in a single stage nitritation/anammox MBBR process

N2O production in a single stage nitritation/anammox MBBR process

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Chapter 5<br />

5. Discussion<br />

5.1 Process performance<br />

Theoretical maximum nitrogen removal by the <strong>anammox</strong> <strong>process</strong> is 88%, (Strous et al.,<br />

1998), highest achieved performance <strong>in</strong> the <strong>MBBR</strong> dur<strong>in</strong>g the period of this master<br />

thesis work was about 80% with fluctuations down to a reduction correspond<strong>in</strong>g to only<br />

20%, the mean nitrogen conversion was 58%. Non stable <strong>process</strong> performance is<br />

probably due to operation disturbances like; stop <strong>in</strong> the <strong>in</strong>fluent flow, power failure,<br />

fluctuations <strong>in</strong> <strong>in</strong>fluent nitrogen compounds, (caused by microbial conversion of<br />

nitrogen compounds <strong>in</strong> the synthetic wastewater).<br />

As the reactor operation mode was shifted <strong>in</strong>to cont<strong>in</strong>uous aeration at a lower DO<br />

concentration both % reduction and removal rate <strong>in</strong> gN/m 2 d was more stable and<br />

higher than the average dur<strong>in</strong>g <strong>in</strong>termittent aeration shown <strong>in</strong> Figure 13 and Figure 14.<br />

This is consistent with results obta<strong>in</strong>ed by Szatkowska et al., (2003) who showed that<br />

higher DO concentrations impact a <strong>MBBR</strong> <strong>anammox</strong> <strong>process</strong> negatively with decreased<br />

nitrogen conversion rates as a result. S<strong>in</strong>ce the oxygen penetration depth with<strong>in</strong> the<br />

biofilm <strong>in</strong>creases with <strong>in</strong>creas<strong>in</strong>g DO (Henze et al., 1997) the anaerobic layer where<br />

<strong>anammox</strong> activity is tak<strong>in</strong>g part will be th<strong>in</strong>ner which is caus<strong>in</strong>g a lower <strong>in</strong>organic<br />

nitrogen conversion rate.<br />

One drawback with the <strong>anammox</strong> <strong>process</strong> is that NO3-N is produced dur<strong>in</strong>g cell<br />

synthesis of <strong>anammox</strong> bacteria. However this problem is not significant s<strong>in</strong>ce the<br />

effluent from the <strong>anammox</strong> <strong>process</strong> can be re-circulated with the <strong>in</strong>fluent water to the<br />

wastewater treatment plant.<br />

5.2 <strong>N2O</strong> <strong>production</strong><br />

Compared to <strong>N2O</strong> emissions from nitrogen removal <strong>process</strong>es found <strong>in</strong> literature (Table<br />

3) the emissions from the s<strong>in</strong>gle <strong>stage</strong> <strong>nitritation</strong>/<strong>anammox</strong> system exam<strong>in</strong>ed <strong>in</strong> this<br />

work can be regarded as relatively high.<br />

Dur<strong>in</strong>g this study <strong>N2O</strong> <strong>production</strong> have been higher at <strong>in</strong>termittent aeration where the<br />

dissolved oxygen concentration averaged around 3 mg/l <strong>in</strong> the aerated period. Lowest<br />

<strong>N2O</strong> <strong>production</strong> recorded was dur<strong>in</strong>g cont<strong>in</strong>uous aeration at DO concentrations<br />

correspond<strong>in</strong>g to 1.0-1.5 mg/l. The emissions dur<strong>in</strong>g cont<strong>in</strong>uous aeration are <strong>in</strong> the<br />

same range as emissions from a nitrify<strong>in</strong>g SBR reactor (2.8%) and a Sharon reactor<br />

(1.7%) reported by Kampschreur et al., (2008 b and a). R 2 value obta<strong>in</strong>ed when<br />

compar<strong>in</strong>g % <strong>N2O</strong> <strong>production</strong> of removed <strong>in</strong>organic nitrogen with DO concentrations<br />

shows that there is a correlation between the higher <strong>N2O</strong> emissions and DO <strong>in</strong> the, see<br />

Figure 27.<br />

44

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