In 2019, Prague set out its Prague 2030 Climate Plan and Pražské vodovody a kanalizace, a.s. as the operator of drinking water supply and drainage facility in Prague and Pražská vodohospodářská společnost, a.s. responsible for infrastructure management (together with Prague Water) is a natural part of mitigation and adaptation activities. Both companies committed to reaching a net zero operational CO2 footprint in 2035. The carbon footprint of the company will be certified according to the ČSN ISO 14064-1 standard. The manuscript presents a roadmap of the early stage of the project, the calculation of the CO2 footprint and the ISO certification process together with planned mitigation activities. The main goal of the contribution is to share know-how about the application of carbon-wise management principles in a large utility company. This makes the paper useful for worldwide utilities on a similar stage of carbon footprint measurement and reduction.
The aim of the paper was to verify the possibility of using intermittent aeration to decrease outflow total nitrogen concentrations in municipal WWTPs of different capacities (15,780 PE, 23,000 PE, 806,250 PE). A simple time-based intermittent aeration control was used in the experimental work. The results of WWTPs are compared with each other and with literature sources. The use of intermittent aeration led to significant decrease of outflow total nitrogen concentration by up to 57% without the need of additional investment costs or the increase of operating costs. Nitrification kinetic tests and fluorescence in-situ hybridization observations proved that intermittent aeration has no negative impact on nitrifiers. The results proved that it is possible to utilize intermittent aeration for treatment plants initially designed with permanent aeration of nitrification sections if the current load is lower than the designed capacity. A necessary prerequisite for successful implementation of intermittent aeration is sufficient blower power. Although the time-based control is very simple and inexpensive to implement, the results are comparable to more complex systems such as systems based on rule-based systems for N-NH4+ and N-NO3− concentrations, on fuzzy logic or on mathematical models.
This paper describes the commissioning of the new water line (NWL) of the Central wastewater treatment plant in Prague and also the gradual reduction of the existing water line (EWL) loading. Concerning the NWL, the gradual start-up of the process without inoculation will be described. As to the EWL, the presentation describes the adaptation of the EWL operation to the relatively quick reduction of loading to approximately 35%.
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