Influence of positioning of N2O Wastewater Sensors: A case study from Kralingseveer WWTP, the Netherlands
Nitrous oxide (N2O) emission from wastewater treatment plants (WWTP) is a significant contribution to global greenhouse gas (GHG) emissions. The Unisense Environment N2O Wastewater Sensor offers an opportunity to directly monitor N2O concentrations in wastewater which is essential for quantifying and mitigating its GHG contribution. The design and received wastewater vary between wastewater treatment plants which emphasizes the need for monitoring N2O emission from individual plants. It is also important to ensure correct placement of the N2O sensor to achieve representative data of N2O emissions.
Kralingseveer is a WWTP treating domestic wastewater with a capacity of 360,000 PE. The plant consists of a primary aeration tank followed by two aeration tanks. The mixed liquor flows to the primary aeration tank. The primary aeration tank has an anoxic zone followed by an aerated zone where the majority of the nitrification/denitrification takes place. The influent then flows to the aeration tanks where it is aerated again. Kralingseveer has two aeration tanks with six lanes each where two of them are aerated (Fig. 1).
Implementation of N2O Measurement
N2O monitoring was implemented in the primary aeration tank and aeration tanks. Two N2O sensors were placed both in the primary aeration tank and in one of the aeration tanks. At each compartment, one sensor was placed in the aerated zone and the other sensor was placed in the unaerated zone (Fig. 1). N2O emissions predominantly take place in aerated zones due to air stripping, and the N2O emission was assumed more variable in the aerated zone compared to the unaerated zone. In order to quantify and understand the variation in N2O emissions in the aerated zone, different spots in the aerated zone were each monitored during the course of a week while the sensor in the unaerated zone was kept at the same position (Fig. 1).
In the primary aeration tank, four spots were monitored from the beginning to the end of the aerated zone (P1-P4) as well as one spot in the unaerated zone (P) (Fig. 1). Monitoring showed that N2O emissions were highest at the beginning of the aerated zone and lowest at the end. Overall emissions were higher in the aerated zone compared to the unaerated zone (Fig. 2A).
In the aeration tank, four spots were also monitored throughout the aerated zone (A1-A4) as well as one spot in the unaerated zone (A) (Fig. 1). This monitoring campaign showed that the N2O emission was highest in the second half of the aerated zone while overall emission was higher in the aerated zone compared to the unaerated zone (Fig. 2B).
About 90% of N2O Emissions from the Aerated Zone
The N2O emissions were higher from the higher loaded primary aeration tank compared to the aeration tanks. For both sections, the N2O emissions were higher in the aerated zone and accounted for about 90% of the N2O emission which emphasizes the need for focusing on the aerated zone.
The scouting campaign showed that the position of the N2O Wastewater Sensor in the aerated zone yielded differences in the measured N2O emission. In the primary aeration tank, the emission varied with just 23% and all positions would offer a good estimate of the N2O emission. The variation in the aeration tank was higher (50%) and the trend of increasing emission towards the end of the aerated zone could indicate a COD limitation which has been shown to increase N2O emission. In that case, a representative position needs to be more carefully selected.