With increasing focus on global clean water goals and stricter surface water quality legislation within the European Union, new strategies are needed to improve the performance of urban drainage systems. Wastewater treatment plants play a key role in nutrient removal for better surface water quality. However, the highly variable inflow from combined sewer systems--driven by both diurnal wastewater patterns and rainfall--can hinder optimal wastewater treatment plant operation, often resulting, amongst others, in elevated nitrogen and phosphorus levels in the wastewater treatment plant's effluent.

This study proposes a real-time control strategy that stabilises dry weather flow by actively using in-sewer storage, thereby minimising daily inflow fluctuations to the wastewater treatment plant. The method was applied to the Eindhoven wastewater treatment plant catchment, focusing on its two largest contributing catchments, Eindhoven and Riool Zuid. A simplified Storm Water Management Model model, based on an existing integral system model, was combined with a PySWMM-based control script and an empirical water quality model to estimate pollutant concentrations. Control decisions were based on current and forecasted rainfall, using both perfect (historic) and ensemble-based forecast data, determining four possible operational states: dry, transition, wet, and lingering wet weather.

This research demonstrates that dry weather flow control can improve daily wastewater treatment plant and surface water effluent peak concentrations without additional negative effects on the urban drainage system itself--for improvement in averages of effluent or surface water, additional treatment plant operational adjustments are required. The study also showcased the potential of real forecasts, with inherent uncertainty, in quantitative real-time control decision making. Lastly, the study underlines the potential of integrated, forecast-based control strategies to better align urban drainage and treatment plant operation, encouraging further development of a feedback-based optimisation framework. ... Read more

One-third of the global population relies on non-sewered sanitation. In urban areas of low-and-middle income countries, treatment of faecal sludge is often insufficient. On-site sanitation technologies can provide sustainable and more affordable sanitation solutions for urban areas, but only if functioning faecal sludge management is in place. As a first step for treatment, faecal sludge is dewatered, resulting in a solid stream and liquid stream. There are many existing technologies to treat the solid fraction. However, treatment technologies for the liquid are often insufficient and land-intensive. This liquid after dewatering of faecal sludge is called ‘supernatant’. The reason why treatment of this supernatant is difficult, is because the composition is prone to variability.

In conventional sewer-based wastewater treatment, attached growth processes have proven to be robust to influent variability. Those technologies do not take a lot of space, which is an advantage in urban areas. Attached growth processes are aerobic treatment processes in which the biomass responsible for treatment is attached to some type of medium. This research is a proof of concept whether an attached growth system, in this case an MBBR process, could be an alternative for existing supernatant treatment technologies in non-sewered sanitation. A 5000 people urban community-scale scenario is considered, covering variability in influent composition and intermittency in faecal sludge supply.

To prove this concept, there is looked whether COD and N removals can be achieved to certain discharge standards.
First there is assessed whether the MBBR is able to run on one type of supernatant. After this, the variability in influent composition regarding COD/N ratio, salt ratio, and pH is tested by spiking the baseline supernatant. Intermittency in influent supply to the reactor is also tested. After these separate experiments, a realistic scenario is tested with supernatants from different types of sources, and intermittent supply over the weekend.

As a conclusion, the concept of using an MBBR for treatment of supernatant after dewatering of faecal sludge is proven for a community-scale scenario of 5000 people, and further research has to determine new outcomes like the possibility of pathogen reduction and phosphorous removal. After this, field tests need to determine the actual feasibility full-scale in non-sewered sanitation setting.
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