Energy Cost Optimisation in a Wastewater Treatment Plant by Balancing On-Site Electricity Generation with Plant Demand
Abstract
:1. Introduction
2. Materials and Methods
2.1. Case Study
2.2. Energy Price
2.3. The Concept of Electricity Demand-Supply Balancing
2.3.1. Setting the Generators’ Power
2.3.2. Determination of the Total Power Set-Point
2.4. Implementation
- The primary generator, which operates at the low tariff in state L1, switches to L2 when the volume in the storage tank is greater than 30%.
- From L2, it returns to L1 when the volume falls below 10%, or it switches from L2 to L3 when the volume rises above 85%.
- From L3, it returns to L2 when the volume falls below 15%, and the pressure in the storage tank falls below 0.8 mbar for 15 min.
- Similar conditions also apply for L4 and for operation in high tariffs. The transitions marked in red in Figure 6 apply from any state to L4 (or H4) when the pressure rises above 2.5 mbar for 2 min.
3. Results
3.1. Initial Operation
3.2. Operation After Implementation of the Dynamic Control
3.3. Impact of the Proposed Control
4. Discussion
5. Conclusions
Supplementary Materials
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Grid Electricity Purchase/Sale Compared to On-Site Generation | Low Tariff | High Tariff 1 |
---|---|---|
Grid purchase | 35% + grid fee | 76% + grid fee |
Sales to grid | −18% | 22% |
Parameters of the Implemented Control Algorithm | |||
---|---|---|---|
Volume transitions | |||
L1 to L2 | >30% | L2 to L1 | <10% |
L2 to L3 | >85% | L3 to L2 | <15% |
L3 to L4 | >95% | L4 to L3 | <90% |
H1 to H2 | >20% | H2 to H1 | <10% |
H2 to H3 | >50% | H3 to H2 | <15% |
H3 to H4 | >95% | H4 to H3 | <90% |
Pressure transitions | |||
Any state to L4 (or H4) | >2.5 mbar | ||
L4 to L3 | <1.6 mbar | H4 to H3 | <1.6 mbar |
L3 to L2 | <0.8 mbar | H3 to H2 | <0.8 mbar |
Time for pressure transitions | |||
Any state to L4 (or H4) | 2 min | ||
L4 to L3 (or H4 to H3) | 10 min | ||
L3 to L2 (or H3 to H2) | 15 min | ||
Transition delay to a new state | |||
Any state | 15 min | ||
Factor kE | |||
Low tariff | 1.0 | ||
High tariff | 1.1 |
Electricity Production and Consumption | Unit | Initial Operation January–June 2023 | Implemented Dynamic Control January–June 2024 |
---|---|---|---|
Total on-site electricity generation in biogas engines | kWh | 1,612,127 | 1,493,880 |
Total electricity consumption at WWTP | kWh | 1,482,643 | 1,391,122 |
Electricity supply to the grid (sell) | kWh | 309,203 | 200,949 |
Electricity off-take from the grid (purchase) | kWh | 128,935 | 46,089 |
Share of consumed electricity purchased from the grid | % | 8.7 | 3.3 |
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Hvala, N.; Vrečko, D.; Cerar, P.; Žefran, G.; Levstek, M.; Vrančić, D. Energy Cost Optimisation in a Wastewater Treatment Plant by Balancing On-Site Electricity Generation with Plant Demand. Water 2025, 17, 1170. https://doi.org/10.3390/w17081170
Hvala N, Vrečko D, Cerar P, Žefran G, Levstek M, Vrančić D. Energy Cost Optimisation in a Wastewater Treatment Plant by Balancing On-Site Electricity Generation with Plant Demand. Water. 2025; 17(8):1170. https://doi.org/10.3390/w17081170
Chicago/Turabian StyleHvala, Nadja, Darko Vrečko, Peter Cerar, Gregor Žefran, Marjetka Levstek, and Damir Vrančić. 2025. "Energy Cost Optimisation in a Wastewater Treatment Plant by Balancing On-Site Electricity Generation with Plant Demand" Water 17, no. 8: 1170. https://doi.org/10.3390/w17081170
APA StyleHvala, N., Vrečko, D., Cerar, P., Žefran, G., Levstek, M., & Vrančić, D. (2025). Energy Cost Optimisation in a Wastewater Treatment Plant by Balancing On-Site Electricity Generation with Plant Demand. Water, 17(8), 1170. https://doi.org/10.3390/w17081170