Open Access Article
Dan Chen
*,
Dan Wang,
Luntao Wei,
Yu Liu,
Haozhong Yang,
Feijiayi Li and
Junhui Peng
School of Environmental and Chemical Engineering, Shanghai University, No. 99 Shangda Road, Shanghai 200444, China. E-mail: dchen@shu.edu.cn; Fax: +86 21 66137802; Tel: +86 21 66137770
First published on 22nd April 2026
Food waste is characterized by a high generation rate, high moisture content, and rapid biodegradability, making it a biomass waste with significant resource potential. This study applies life cycle assessment (LCA) using the SimaPro 12.0 software and the ReCiPe 2016 Midpoint method to evaluate the environmental performance of three food waste treatment scenarios in Shanghai (phase I, phase I with 30% recirculation prehydrolysis, and new phase II). The results show the following: (1) the overall system achieved a negative carbon footprint, mainly from the carbon sink effects of biogas power generation, solid waste incineration, and grease recovery; (2) the deodorization unit had the highest carbon emissions, followed by pretreatment and slurry treatment units; (3) standardized results indicated slurry treatment and deodorization, and pretreatment had the greatest environmental impacts; (4) among the scenarios, phase II performed the best in reducing greenhouse gases, controlling ecotoxicity, and improving resource efficiency; and (5) sensitivity analysis identified electricity as the most critical factor, followed by chemicals, while water had a minor influence. This study provides insights into optimizing food waste treatment, enhancing resource recovery, and supporting sustainable waste management.
Environmental significanceAnaerobic digestion is the mainstream technology for food waste treatment, and the recirculation prehydrolysis technology can improve its resource conversion efficiency. This study evaluates the environmental performance of a food waste treatment plant in Shanghai as a case study using LCA, offering insights for optimizing waste treatment, enhancing resource recovery, and supporting sustainable waste management. |
Anaerobic digestion10 has gradually become the mainstream process for food waste treatment because it enables both the stabilization of organic waste and the recovery of biogas as an energy source.11 Previous studies have shown that fresh food waste can produce cumulative biogas yields of more than 600 mL per g VS, indicating its high potential for energy recovery through anaerobic digestion.12 However, in practice, anaerobic systems are often limited by poor substrate degradability and low pretreatment efficiency, resulting in insufficient resource conversion and relatively high environmental burdens.13
To overcome these technical barriers and improve the overall efficiency of anaerobic digestion, recirculating prehydrolysis has been proposed as an enhanced pretreatment strategy. The core of this technology lies in coupling solid residue recirculation with bioleaching, thereby improving organic matter degradation and fermentation efficiency while offering good engineering adaptability and potential for large-scale applications. Nevertheless, systematic evaluation and quantitative validation of its environmental performance remain limited, particularly with respect to multidimensional life cycle impact analysis.
Based on these factors, the present study evaluates the environmental performance of recirculating prehydrolysis in food waste treatment. A case study was conducted on a food waste treatment plant in Shanghai, including the phase I project, phase I with 30% recirculation, and the phase II project. Using life cycle assessment (LCA), the SimaPro 12.0 software, and the ReCiPe 2016 Midpoint method, the study quantified the carbon footprint and multiple environmental impact categories across different technological pathways.14–16 Sensitivity analysis17 was also carried out to identify the key emission sources and influencing factors. The aim is to reveal the emission reduction potential and resource recovery value of recirculating prehydrolysis in food waste treatment systems and to provide data support and pathway recommendations for engineering applications.
The phase II project, completed in 2024, implemented advanced hydraulic disintegration and separation techniques, directly subjecting unscreened food waste to intensive hydro-mechanical treatment. This approach enabled a more efficient transfer of degradable components into the anaerobic system, resulting in increased biogas output and more thorough organic removal. Although the two phases followed distinct technical routes, both shared the common objective of improving organic degradation and methane production. The comparison of the three scenarios is shown in Table 1.
| Item | Phase I | Phase I (30% recirculation) | Phase II |
|---|---|---|---|
| Design capacity | 500 t per d food waste and 30 t per d waste oil | 500 t per d food waste and 30 t per d waste oil | 500 t per d food waste |
| Pretreatment | Bioleaching, solid–liquid separation, and three-phase oil extraction | Bioleaching, solid–liquid separation, three-phase oil extraction, and recirculating bioleaching hydrolysis | Disintegration and separation, solid–liquid separation, and three-phase separation |
| Anaerobic digestion | Homogenization, anaerobic digestion, and centrifugal dewatering | Homogenization, anaerobic digestion, and centrifugal dewatering | Homogenization, anaerobic digestion, and centrifugal dewatering |
| Biogas purification | Filtration and pressurization, wet desulfurization, and dry desulfurization | Filtration and pressurization, wet desulfurization, and dry desulfurization | Filtration and pressurization, wet desulfurization, and dry desulfurization |
| Wastewater treatment | MBR, nanofiltration, and reverse osmosis | MBR, nanofiltration, and reverse osmosis | MBR, nanofiltration, and reverse osmosis (capacity expansion of phase I) |
| Odor treatment | Chemical scrubbing, plant-liquid spraying, and biological deodorization | Chemical scrubbing, plant-liquid spraying, and biological deodorization | Chemical scrubbing, plant-liquid spraying, and biological deodorization (capacity expansion of phase I) |
In the recirculating prehydrolysis process applied in this study, a portion of the organic solid residues from the three-phase separation unit was recirculated to the bioleaching reactor, where it underwent hydrolysis and acidification, together with the newly introduced food waste. This process converted particulate organic matter into soluble organics that are more readily utilized during anaerobic digestion, thereby prolonging the hydrolysis stage and improving substrate availability for the digestion system.
To evaluate the effectiveness of the recirculating prehydrolysis process, on-site experiments were conducted at two recirculation ratios (20% and 30%), and the results were compared with the non-recirculation condition. With increasing recirculation ratio, the specific biogas yield per unit COD increased from 0.59 Nm3 per kg COD to 0.78 Nm3 per kg COD (Table S1). Due to limitations in the temporary process pipeline, the maximum recirculation ratio applied in the recirculating prehydrolysis experiment was 30%. In this study, LCA was conducted for three scenarios: the phase I project, phase I with 30% recirculation, and the phase II project.
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| Fig. 2 System boundary of an anaerobic digestion treatment model for the phase I kitchen waste project in Shanghai. | ||
| Category | Parameter | Unit | Phase I project |
|---|---|---|---|
| Input | Kitchen waste | t | 530 |
| Diesel | kg t−1 | 4.64 | |
| Electricity | kwh t−1 | 88.09 | |
| Water | kg t−1 | 10.84 | |
| PAC | kg t−1 | 0.13 | |
| PAM | kg t−1 | 0.06 | |
| Na2CO3 | kg t−1 | 0.30 | |
| Urea | kg t−1 | 2.03 | |
| Deodorant | kg t−1 | 0.37 | |
| Methanol | kg t−1 | 7.50 | |
| NaOH | kg t−1 | 0.06 | |
| H2SO4 | kg t−1 | 0.75 | |
| Calcium hydroxide | kg t−1 | 4.51 | |
| Activated carbon | kg t−1 | 0.20 | |
| Output | Biogas power generation | kwh t−1 | 122.86 |
| Biodiesel | kg t−1 | 40.00 | |
| Electricity from impurity incineration | kwh t−1 | 161.99 | |
| CH4 | kg t−1 | 0.0040 | |
| N2O | kg t−1 | 0.06 | |
| NOX | kg t−1 | 0.41 | |
| SO2 | kg t−1 | 0.53 | |
| CO | kg t−1 | 0.18 | |
| NH3 | kg t−1 | 0.56 | |
| H2S | kg t−1 | 0.04 | |
| Flue dust | kg t−1 | 21.40 | |
| COD | kg t−1 | 0.40 | |
| BOD5 | kg t−1 | 0.20 | |
| TN | kg t−1 | 0.40 | |
| NH3–N | kg t−1 | 0.25 | |
| SS | kg t−1 | 0.01 |
To comprehensively assess the system carbon footprint, a material and energy flow analysis of the food waste treatment process was conducted to quantify energy inputs and outputs, as well as resource use and pollutant emissions in each treatment unit. This analysis clarified the distribution of materials and energy consumption across the system and provided data support for the environmental impact assessment. The material and energy consumption, along with resource recovery and pollutant emissions in each unit of the food waste treatment system, are analyzed as follows.
In the collection and transportation unit, vehicles consumed a total of 1047 L of fuel per day. In the pretreatment unit, 536 t of food waste were processed daily, of which 201.64 t of large impurities were separated and transported for incineration. At the same time, 9.88 t of crude oil was recovered and sold as feedstock for biodiesel production. Water consumption in the pulping section was 0.45 t d−1, and electricity use reached 8795.76 kWh d−1. In the anaerobic digestion unit, the liquid fraction entered the system, producing 15.2 t of digestate per day, which was dewatered and transported for disposal. This stage also generated 34
384.4 m3 of biogas and 452.65 t of digestate liquor, while consuming 2336.96 kWh d−1 of electricity. During biogas purification, Na2CO3 and urea were applied for H2S removal, with daily consumption of 160.8 kg and 101.84 kg, respectively. Power generation from biogas resulted in NOX, SO2, and dust emissions, and electricity consumption at this stage was 653.92 kWh d−1. The digestate treatment unit required 0.07 t of PAC and 0.03 t of PAM per day, generating direct emissions of CH4 and N2O, and consumed 7713.04 kWh d−1 of electricity. The deodorization unit removed odorous gases such as NH3 and H2S released from pretreatment, with electricity consumption of 10
301.92 kWh d−1. Crude oil separated during pretreatment was sold for biodiesel production, and since actual data were unavailable, the life cycle inventory of biodiesel production from waste oil reported by Zhao et al.22 was adopted, with detailed inputs and outputs per functional unit listed in Table S2. Finally, impurities were incinerated at high temperatures for power generation through thermal energy conversion.
According to the ReCiPe2016 Midpoint method, the carbon footprint per ton of food waste treated was −136.755 kg CO2eq, indicating a positive environmental effect of this treatment mode. This net negative carbon footprint aligns with findings from Wang et al.,25 who reported that electro-anaerobic digestion of organic solid waste achieved a 18.0–42.6% lower carbon footprint compared to conventional anaerobic digestion, primarily due to enhanced energy conversion efficiency. The contributions of different units are shown in Fig. 3. Without considering resource and energy recovery, the footprint was 57.11 kg CO2eq, of which the deodorization unit contributed 20.61 kg CO2eq, accounting for 36.09%, the highest share. This was mainly due to continuous ventilation and electricity required to operate equipment, as well as the use of energy-intensive chemicals, which increased greenhouse gas emissions. The pretreatment and digestate treatment units contributed 16.75 kg CO2eq and 15.09 kg CO2eq, corresponding to 29.33% and 26.42%, respectively. Anaerobic digestion and collection contributed 3.72 kg CO2eq (6.51%) and 0.94 kg CO2eq (1.65%). The pretreatment unit consumed 32% of the total electricity due to processes such as automatic sorting and bioleaching, consistent with the findings of Jin et al.26 Digestate treatment consumed 26% of the total electricity, and Huang et al.27 also reported that wastewater treatment systems in food waste anaerobic plants accounted for about 42% of the total electricity demand.
Environmental benefits mainly arose from the biogas utilization, oil recovery, and impurity incineration units, which achieved −91.05 kg CO2eq, −7.525 kg CO2eq, and −95.29 kg CO2eq, respectively. Biogas and solid waste incineration offset part of the electricity purchased. Zhou et al.28 reported that biogas utilization in anaerobic digestion yielded 93.55 kg CO2eq of negative emissions from electricity recovery, which is comparable to the results of this study.
The carbon footprint of the treatment system was influenced by multiple factors. As shown in Fig. S1, direct pollutant emissions contributed the most at 67.4 kg CO2eq (44.98%), consistent with the findings of Ascher et al.,29 stating that avoided emissions represent the largest negative contribution and that enhancing resource recovery efficiency can further reduce impacts. Electricity consumption followed with 64.3 kg CO2eq (42.91%). In contrast, contributions from chemicals, diesel, and water were relatively small, at 17.2 kg CO2eq, 0.94 kg CO2eq, and 0.009 kg CO2eq, respectively. Negative emissions were mainly achieved through energy and material recovery, particularly electricity recovery from biogas and incineration, which offset 60.79% of emissions, while oil recovery offset 4.85%. These results demonstrate that biogas utilization, solid waste incineration, and oil recovery are the key pathways for realizing environmental benefits in food waste treatment.
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| Fig. 4 Impact of the food waste treatment on (a) and (b) OFH, (c) and (d) TETP, and (e) and (f) METP. | ||
As shown in Fig. 4a, pollutant emissions, electricity, and chemical consumption are the primary contributors to OFH, followed by diesel and water, while the recovered crude oil and electricity provide some mitigation. Fig. 4b shows that the waste residue incineration unit contributes the most due to VOC and NOX emissions, while the leachate treatment unit also contributes significantly due to methane emissions (Zhou et al.28). The deodorization and pretreatment units exhibit high burdens due to electricity consumption, and CO and NOX emissions from fossil fuel combustion in the collection and transportation unit also contribute to photochemical pollution.30
Fig. 4(c and d) indicate that the deodorization and oil recovery units contribute the most to TETP, mainly due to chemical consumption, with 139.46 kg 1,4-dichlorobenzene (1,4-DCB) generated per ton of food waste; thus, chemical use is the main source of terrestrial ecotoxicity. Fig. 4(e and f) show that the deodorization and pretreatment units contribute the most to METP, primarily driven by electricity and chemical use. The deodorization unit, relying on fossil fuel-based electricity and extensive chemical use, is the major contributor to marine ecotoxicity.
Fig. 5(a and b) indicate that in HTP, digestate treatment, deodorization, and pretreatment units contributed the most, with chemical and electricity consumption as the main sources. This finding suggests that human carcinogenic toxicity potential mainly resulted from the intensive use of chemicals and pollutant emissions related to fossil fuel-based power generation.31 Fig. 5(c and d) show that in FFC, the largest contributors were digestate treatment, deodorization, pretreatment, collection and transportation, anaerobic digestion, oil recovery, solid waste incineration, and biogas utilization in descending order. The primary influencing factor was electricity consumption, followed by chemical use, pollutant emissions, diesel and water consumption, as well as crude oil and electricity recovery.
By multiplying the characterization results of each unit by the normalization factors, dimensionless values were obtained, enabling cross-comparison among different environmental categories. The normalization results are presented in Table S4. Fig. 5e shows that the overall environmental impacts of the treatment units followed the order: digestate treatment (0.105), deodorization (0.102), pretreatment (0.075), collection and transportation (0.017), anaerobic digestion (0.013), oil recovery (−0.211), incineration for power generation (−0.434), and biogas utilization (−0.537). Digestate treatment had the greatest negative impact, while biogas utilization, incineration, and oil recovery provided significant environmental benefits through energy recovery and waste reduction. Fig. 5f shows that the total impact of different environmental categories followed the order: OFH (0.0097), TETP (−0.0073), METP (−0.0074), GWP (−0.0235), FFC (−0.0722), and HTP (−0.7705). Overall, the system demonstrated favorable environmental performance and strong sustainability. However, limitations remained in controlling ozone formation, and further improvements should focus on optimizing processes and controlling emissions of ozone precursors, such as VOCS and NOX, to enhance environmental compatibility.
In summary, the pretreatment unit contributes substantially to both the carbon footprint and multiple environmental impacts, second only to leachate treatment and deodorization units. Optimizing the pretreatment process, improving energy efficiency, and reducing chemical consumption are key mitigation strategies, while biogas utilization, incineration, and oil recovery provide significant benefits. Further increasing biogas yield, reducing digestate, enhancing oil recovery, and developing biodiesel production will further improve the resource recovery and environmental sustainability of the system.
The input and output inventories of the three scenarios are presented in Table S5, with calculation methods and references provided in Section 2.4. Characterization results quantified and compared the life cycle environmental effects of the three scenarios. Six environmental impact indicators, namely, GWP, OFH, TETP, METP, HTP, and FFC, were selected for analysis, and the results are shown in Table S6. The characterization comparison of the three scenarios is illustrated in Fig. 6a. phase II outperformed phase I in overall environmental impacts, with improvements observed in all categories. OFH improved most significantly, while HTP and FFC also showed considerable improvements, mainly due to more efficient pretreatment, which enhanced electricity recovery and reduced pollutant emissions from solid waste incineration. This advantage aligns with the findings of Nyitrai et al.,32 who demonstrated that a novel two-phase anaerobic dynamic membrane bioreactor system achieved 25% higher methane yield and greater reduction of solids compared to conventional anaerobic digestion, leading to improved environmental performance across multiple impact categories. In contrast, phase I with 30% recirculation achieved limited improvement, with only a slight reduction in ozone formation. Other categories showed little difference, indicating that the recirculation ratio requires further optimization.
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| Fig. 6 Comparison of the environmental impacts for the three food waste treatment scenarios: (a) comparison of the characterization results and (b) comparison of the standardization results. | ||
A normalized evaluation was performed to unify different impact categories and present standardized values of life cycle environmental impacts. The normalization results are shown in Table S6. Fig. 6b compares the normalized results of GWP, OFH, TETP, METP, HTP, and FFC across the three scenarios. Overall differences were small. Phase II performed the best in HTP, while phase I, with 30% recirculation, also showed some advantage, though the difference was minor, suggesting that further adjustment of the recirculation ratio may be necessary. HTP was associated with electricity and diesel consumption from fossil fuels, whose combustion releases particulates, SO2, CO, and CO2. These emissions not only increase environmental pressure but also pose risks to human health. Phase II reduced organic residues through more efficient pretreatment, thereby lowering transportation and incineration requirements and improving HTP performance.
By comparison, phase I and phase I with 30% recirculation showed similar results in most indicators. Phase II reduced the OFH from positive emissions to 1.87 × 10−3, primarily due to lower diesel consumption. However, compared with the German and Danish systems reported by Jensen et al.33 at −1.7 and −0.2 kg NOX-eq, respectively, the OFH impact in this study remained higher. This was attributed to low biogas efficiency and insufficient energy recovery, which led to higher NOX and VOCS emissions.
Fig. 7 illustrates the contributions of factors including diesel, electricity, natural gas, water, chemicals, electricity recovery, and oil recovery (S1–S7) to the six environmental impact categories of GWP, OFH, TETP, METP, HTP, and FFC across the three scenarios. The results show that phase II performed better in GWP and other indicators due to significant contributions from electricity and oil recovery. Emission reduction was achieved in multiple stages, reflecting environmental benefits and the potential for resource reuse for efficient pretreatment. This indicated stronger system sustainability. Phase I with 30% recirculation showed some environmental advantages compared with phase I, but the effect was limited, and the recirculation ratio still needs to be optimized to reduce emissions.
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| Fig. 7 Contribution of the six environmental impact indicators in the three food waste treatment scenarios. | ||
Overall, the second-phase project demonstrated considerable potential for environmental benefits due to its strong mitigation capacity. Compared with the other two scenarios, this advantage was primarily attributed to the high efficiency of pretreatment, which reduced the generation of solid residues and increased biogas production, thereby enhancing the overall reduction effect. Mechanistically, the recirculation of solid residues enhances the further hydrolysis of particulate organic matter in the bioleaching reactor, converting it into soluble substrates and increasing the COD available to anaerobic microorganisms. This process thereby boosts methane production. Field experiments (Table S1) showed that under a 30% recirculation ratio, the specific biogas yield per unit COD increased to 0.78 Nm3 kg−1. The first-phase project with 30% recirculation was relatively close to the first-phase project in several aspects, but it still showed some mitigation effect. This finding further verified the potential environmental benefits of applying recirculation prehydrolysis technology, with the bioleaching reactor as the core pretreatment process, in food waste treatment projects.
Electricity, water, and chemical consumption were individually varied by ±10%, and new life-cycle models were constructed accordingly. The adjusted data were then applied to calculate the normalized values for these models. The sensitivity analysis results for the three food waste treatment scenarios are presented in Fig. 8.
As shown in Fig. 8, the trends were generally consistent across the three scenarios. Electricity consumption exhibited extremely high sensitivity for indicators such as photochemical ozone formation, terrestrial ecotoxicity, and human toxicity. In particular, the second-phase project showed a variation of ±85.78% in photochemical ozone formation, substantially higher than that in the first-phase (±14.67%) and 30% recirculation scenarios (±17.7%), indicating that this scenario is especially sensitive to electricity fluctuations. This is because the second-phase project adopts a more complex pretreatment and resource recovery configuration than the first-phase project and the 30% recirculation prehydrolysis scenario, introducing additional electricity-driven units (e.g., pumping, mixing, and solid–liquid separation), which increases the contribution of electricity consumption to overall environmental impacts. As photochemical ozone formation is strongly related to NOX and VOCS emissions from electricity generation, variations in electricity consumption can amplify the influence of upstream power generation emissions on OFH results. Chemical consumption primarily affected terrestrial ecotoxicity and human toxicity across all scenarios, with variation in impacts ranging between ±10.82% and ±11.06%, indicating that while chemical use is not the most sensitive factor, it still carries environmental significance. The sensitivity of the second-phase project to electricity was much higher than that of the other scenarios, demonstrating that scenario structure and process pathways have a marked influence on sensitivity analysis results. As scenario complexity and treatment intensity increase, the effect of individual variables, such as electricity, on overall environmental performance is further amplified.
The analysis indicates that electricity variation exerts the most significant influence on the anaerobic treatment of food waste, particularly on photochemical ozone formation, terrestrial ecotoxicity, and human toxicity, showing considerable fluctuations. As reported by Slorach et al.37 and Mario Grosso et al.,38 the electricity source significantly affects environmental impacts, and substituting electricity used in anaerobic digestion and incineration with renewable energy can substantially enhance environmental benefits. Chemical consumption is the next most influential factor, mainly affecting terrestrial ecotoxicity and human toxicity. In contrast, water consumption has minimal impact on the system, especially for indicators such as global warming potential and photochemical ozone formation, where its variation is negligible.
For practical applications, optimizing high-energy-consuming units (odor control and pretreatment) and integrating renewable energy are recommended to reduce environmental burdens. The advantages of phase II support the scaling of high-efficiency pretreatment in large urban food waste plants. Future research should focus on optimizing prehydrolysis recirculation ratios to balance biogas yield and additional energy use, and expanding the system boundary to include downstream biodiesel production and digestate valorization for a more comprehensive assessment of circular economy benefits.
| LCA | Life cycle assessment |
| MBR | Membrane bioreactor |
| VS | Volatile solids |
| LCIA | Life cycle impact assessment |
| PAC | Poly aluminium chloride |
| PAM | Polyacrylamide |
| COD | Chemical oxygen demand |
| BOD5 | Biochemical oxygen demand (5 day) |
| TN | Total nitrogen |
| NH3–N | Ammonia nitrogen |
| SS | Suspended solids |
| VOCs | Volatile organic compounds |
| NOX | Nitrogen oxides |
| 1,4-DCB | 1,4-dichlorobenzene |
| GWP | Global warming potential |
| OFH | Ozone formation–human health |
| TETP | Terrestrial ecotoxicity potential |
| METP | Marine ecotoxicity potential |
| HTP | Human toxicity potential |
| FFC | Fossil fuel consumption |
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