dc.description.abstract |
There is an increasing need to reduce greenhouse gas (GHG) emissions and to identify
influencing factors from wastewater treatment plants (WWTPs), particularly process
emissions consisting of nitrous oxide (N2O), and methane (CH4) GHG, with global
warming potentials about 310 and 21 times higher than carbon dioxide (CO2)
respectively (IPCC, 2006). However, the challenges offered by full-scale environments,
have to date, restricted a real-time, comprehensive approach of monitoring emissions
and influencing factors. This study aimed at addressing this knowledge gap, by
reporting the findings of a long-term, online, continuous monitoring of GHG emissions
and operational variables. Lanes were monitored in nitrifying activated sludge plants
(ASP) controlled under ammonia (NH4
+
) and dissolved oxygen (DO) set-points (DO setpoints
monitored: 1.5 and 2.0 mg/L), as well as in a biological nutrient removal plant
(BNR) under NH4
+
control.
The findings showed that CH4, although potentially formed in non-aerated
compartments, was emitted in aerobic zones, at an average emission factor (EF) of
0.07 % of influent and removed chemical oxygen demand (COD). Nitrous oxide EFs on
the other hand, depended on relative nitrogen fractions, with influent-based EFs
showing a best-case scenario, at 0.05–0.72 % of both influent total nitrogen (TN) and
NH4
+
, compared to the higher EFs based on removed nitrogen at 0.13–3.9 % of TN and
NH4
+
removed. The processes operated under the same control settings (DO set-point
1.5 mg/L), had similar, or identical, EF, suggesting that settings could help predict the
range of EF. Nitrous oxide was always produced in the presence of NH4
+
, even at low
concentrations (=<0.5 mg/L), therefore linking N2O production with NH4
+
oxidation,
particularly with nitrifier nitrification. Incomplete denitrification under low carbon to
nitrogen (C/N) ratios also triggered N2O production (EFs of 2.4 and 4.1 % of reduced TN
at C/N ratios of 2.8 and 2.4 respectively), particularly with intermittent aeration.
Therefore, nitrifier denitrification and incomplete denitrification simultaneously
occurred and triggered N2O production in the final stages of nitrification. The BNR lane
was the most operationally stable process, therefore offering the best balance
between efficiency (60–99 % less aeration and energy per kg of treated NH4
+
), low
carbon footprint and reduced EFs (0.08–0.1 % of all nitrogen fractions). The second
best option was the DO set-point control of 1.5 mg/L, with low EFs (0.05–0.2 %), stable
operational conditions and reduction in aeration requirements (up to 340 % less than
DO set-point 2.0 mg/L). Operating ASP under NH4
+
control however, led to 7–96 %
more efficiency than under DO set-points, although it required better control in the
back end of the process.
Only an online, long-term methodology such as adopted in this study, could provide
insights into emission variability and the effect of operational variables on promoting
or reducing emissions. Based on this, strategies to mitigate emissions at full-scale were
recommended. |
en_UK |