Decarbonizing Wastewater Systems: Thermal Energy Recovery from Sludge
Abstract
1. Introduction
2. Sustainable Development
3. Characteristics of Sewage Sludge
- primary sludge—these are sludge separated in primary settling tanks in the process of mechanical sewage treatment. They contain organic solids of a greasy consistency. The water content in primary sludge reaches 93–97%;
- secondary sludge—these are sludge generated in biological sewage treatment processes, separated in secondary settling tanks. Secondary sludge is divided into recirculated (returned to the treatment cycle) and excess (removed from the cycle). A homogeneous, flocculated structure characterizes them;
- chemical precipitation sludge—formed as a result of the chemical precipitation of pollutants, e.g., phosphorus compounds. They are formed in different places in the technological chain, which is related to the place of application of chemicals;
- mixed sludge—formed after mixing primary and secondary sludge.
- high hydration, approx. 99% in the case of excess sludge and 96–98% for primary sludge;
- high (approx. 75%) content of organic compounds susceptible to biological decomposition;
- high content of nitrogen compounds (2–7% TS);
- varied content of heavy metals;
- generally low content of organic hazardous substances (PAHs, chlorinated compounds—PCBs);
- varied degree of sanitary hazard, the highest for primary raw sludge, the lowest for stabilized and hygienized sludge.
4. Characteristics of Selected Technologies for Thermal Treatment of Sewage Sludge
4.1. Anaerobic Stabilization of Sewage Sludge
- from 1 kg of carbohydrates—453 dm3 CH4 + 456 dm3 CO2;
- from 1 kg of protein—547 dm3 CH4 + 516 dm3 CO2;
- from 1 kg of lipids—1095 dm3 CH4 + 449 dm3 CO2.
4.2. Combustion
- preliminary drying of the sludge (to reduce the water content to <50%);
- combustion of gases and slag in the combustion chamber;
- cooling and cleaning of exhaust gases.
4.3. Pyrolysis
| Pyrolysis | Batch | Temperature | Reactor | Syngas Heating Value | Liter. |
|---|---|---|---|---|---|
| Flash pyrolysis | thickened excess activated sludge | 500 °C | semi-continuous lab scale reactor | 15.7 MJ/kg | [91] |
| Inert gas—nitrogen | Sewage sludge + Rice husk | 900 °C | vacuum fixed bed reactor | 3.30 MJ/m3 | [92] |
| Slow pyrolysis | biosolids | 300–800 °C | batch pyrolysis—stainless steel | 14% | [93] |
| Slow pyrolysis | Sewage sludge | 450 °C | auger type reactor | 32.3 MJ/kg | [94] |
| High temperature pyrolysis | domestic sewage | 450 °C, 600 °C, 850 °C | electrically heated rotary kiln pyrolysis system | 19.598 kJ/m3 18.054 kJ/m3 17.422 kJ/m3 | [95] |
4.4. Gasification
5. Prospects for the Development of Thermal Methods of Sewage Sludge Processing
6. Summary
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
Abbreviations
| BOD5 | Biochemical Oxygen Demand, mg O2/L |
| CAPEX | Capital Expenditures |
| CFB | Circulating Fluidized Bed |
| CH4 | Methane |
| CHP | Combined Heat And Power |
| CO | Carbon Monoxide |
| CO2 | Carbon Dioxide |
| COD | Chemical Oxygen Demand, mg O2/L |
| GHG | Greenhouse Gas |
| H2 | Hydrogen |
| H2S | Hydrogen Sulfide |
| I-TEQ | International Toxic Equivalent |
| LHV | Lower Heating Value |
| MGF | Moving Grate Furnace |
| MHF | Multiple Hearth Furnace |
| N2 | Nitrogen |
| NaOH | Sodium Hydroxide |
| NEW | Nutrient–Energy–Water |
| NH3 | Ammonia |
| NiO | Nickel Oxide |
| NiO/MD | Nickel(II) Oxide Catalyst Supported On A Mineral-Derived Material |
| NOx | Nitrogen Oxides |
| O2 | Oxygen |
| OPEX | Annual Operating Costs |
| PAHs | Polycyclic Aromatic Hydrocarbons |
| PCBs | Polychlorinated Biphenyls (Chlorinated Compounds) |
| SDC | Sustainable Development Criteria |
| SO2 | Sulfur Dioxide |
| SOx | Sulfur Oxides |
| SWOT | Strengths, Weaknesses, Opportunities, And Threats |
| TS | Total Solids |
| VFA | Volatile Fatty Acids |
| WWTPs | Wastewater Treatment Plants |
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| Factor | Mesophilic Fermentation | Thermophilic Fermentation |
|---|---|---|
| Temperature range | 30–38 °C | 45–55 °C |
| Process speed | Slower | Faster |
| Retention time | Longer (e.g., 20–60 days) | Shorter (e.g., 20 days) |
| Process stability | More stable, less sensitive to temperature fluctuations | Less stable, more sensitive to temperature changes |
| Technical requirements | Less demanding, easier to maintain | More demanding, requires precise temperature control |
| Process Efficiency | Lower | Higher |
| Application | Most frequently used in practice, e.g., 85% of installations in Germany | Less common, but gaining importance |
| Combustion Process | Circulating Fluidized Bed (CFB) [77] | Moving Grate Furnace (MGF) [78] | Multiple Hearth Furnace (MHF) [79] |
|---|---|---|---|
| Batch | Wet sewage sludge | Dehydrated/dried sewage sludge; the sludge is dried before the grate to 40–50% water content. | Dehydrated sludge (“cake”) fed to the upper furnace level. |
| Temperature | 800–850 °C | 1100–1300 °C | Drying zone 425–760 °C, combustion zone approx. 925 °C |
| Combustion efficiency | 99% | 99.9% | 99% |
| Hydrogen gas (H2) content | 40% | 5–25% | 5–30% |
| Syngas heating value | 6–7 MJ/Nm3 | 5.57 MJ/Nm3 | 3–10 MJ/Nm3 |
| Gasification Factor | Batch | Temperature | Reactor | Gas Yield | Yield H2 | Syngas Heating Value | Liter. |
|---|---|---|---|---|---|---|---|
| water stem | sewage sludge | 1000 °C | vertical alumina tube | 0.82–0.99 Nm3/kg | 43–46 vol.% | - | [114] |
| steam + air | sewage sludge + pine sawdust (40%) | 900 °C | modified dolomite with NiO | 0.87–1.23 Nm3/kg | 11.410–14.44 mol/kg | 10.65 MJ/m3 | [115] |
| steam + oxygen | sewage sludge | 770–850 °C | tubular reactor made of refractory steel | 0.89–1.32 Nm3/kg | 11.0–25.1 vol.% | 11.80 MJ/m3 | [116] |
| air steam + air | sewage sludge | 750 °C | fluidized bed-ash | 1.57 m3/kg 1.79 m3/kg | 10.4 vol.% 11.2 vol.% | 4.11 MJ/Nm3 | [117] |
| steam | sewage sludge + horticultural waste | 750–900 °C | quartz tube | - | 12.94–28.70 mol/kg | 11.40 MJ/m3 | [118] |
| air | sewage sludge | 850 °C | bubbling fluidized bed | - | 16.26 vol.% | 3.3 MJ/Nm3 | [119] |
| steam + CO2 | sewage sludge | 400–700 °C | microwave-assisted gasification | - | Max 67.73 vol.% | 10.51 MJ/Nm3 | [120] |
| air | sewage sludge | 850 °C | tubular reactor | 40.7–44% | 20.6–21 vol.% | 8.42–9.33 MJ/Nm3 | [121] |
| steam | sewage sludge + paper-mill sludge | - | bubbling fluidized bed reactor | - | 2.15–4.13 vol.% | 1.67–2.56 MJ/Nm3 | [122] |
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Madeła, M.; Zawieja, I.; Rak, M. Decarbonizing Wastewater Systems: Thermal Energy Recovery from Sludge. Energies 2025, 18, 5726. https://doi.org/10.3390/en18215726
Madeła M, Zawieja I, Rak M. Decarbonizing Wastewater Systems: Thermal Energy Recovery from Sludge. Energies. 2025; 18(21):5726. https://doi.org/10.3390/en18215726
Chicago/Turabian StyleMadeła, Magdalena, Iwona Zawieja, and Mateusz Rak. 2025. "Decarbonizing Wastewater Systems: Thermal Energy Recovery from Sludge" Energies 18, no. 21: 5726. https://doi.org/10.3390/en18215726
APA StyleMadeła, M., Zawieja, I., & Rak, M. (2025). Decarbonizing Wastewater Systems: Thermal Energy Recovery from Sludge. Energies, 18(21), 5726. https://doi.org/10.3390/en18215726

