Digestate, a key byproduct of anaerobic digestion (AD), holds residual methane potential (RMP) that must be stabilized or recovered to prevent greenhouse gas emissions after field use. Thermal hydrolysis (TH), typically a pretreatment for AD, improves biogas production. This study assesses RMP in digestates from food waste (FW) and sewage sludge (SS) biogas plants, treated with TH at 160 and 190 °C. For the liquid fraction, FW digestate at 160 °C yielded 1.5 times more methane than untreated digestate, while SS digestate showed a threefold increase. The solid fraction of FW digestate at 160 °C had 1.4 times higher methane yield than untreated, but SS digestate produced less methane after TH. Adding sulfuric acid after TH increased phosphate release but reduced methane production in both digestates. Overall, TH as a post-treatment enhanced organic content release into the liquid fraction, enhancing methane yield, while acid addition improved phosphorus solubility, thereby enhancing digestate's nutrient value.

  • Methane yield from the liquid fraction of food waste (FW) digestate increased 1.5× compared to untreated, and 3× for sewage sludge digestate after treatment at 160 °C.

  • For the solid fraction of FW, methane yield increased 1.4 × , while no benefit was observed for sewage sludge digestate after treatment.

  • Phosphate can be extracted from digestate with H2SO4 after thermal hydrolysis at 160 °C.

Anaerobic digestion (AD) is a biological process that degrades organic material in the absence of oxygen to produce biogas. Additionally, a byproduct called digestate is also generated, typically containing 50% of the total solids (TS) added to the reactor, including non-degraded organic content (OC) and most of the nutrients (N, P, and K) (Costa et al. 2015). The presence of residual OC depends on feedstock and operational parameters like organic loading rate (OLR) or hydraulic retention time (HRT) (Garuti et al. 2023). Typically, the RMP of digestates from biogas plants constitutes between 0.6 and 10% of the feedstock potential, but this value can reach up to 50% (Ruile et al. 2015). The RMP remaining within digestate varies from 20 to 240 mL CH4 per gram volatile solids (VS), which is influenced by substrate composition, pretreatment, and operational parameters like OLR, hydraulic retention time, temperature, or pH (Ekstrand et al. 2022; Uddin & Wright 2023).

In 2023, 18,774 biogas plants were reported to be operating in the EU, with rapid growth expected (Motola et al. 2023). Consequently, digestate production is anticipated to increase. Using as fertilizer is one of the typical ways of utilizing the digestate; however, this brings concerns about phytotoxins or difficulties with transportation and storage (Song et al. 2021). Also, without proper management, digestate could result in significant greenhouse gas emissions (GHGs), mainly in the form of methane (CH4), which has a global warming potential of 28 times greater than CO2 over a 100-year period (United States Environmental Protection Agency, n.d.). Therefore, recovering RMP from digestate is essential to minimize adverse environmental impacts and enhance the biogas output from the biogas plant. However, it is challenging to recover CH4 from digestate as the most readily degradable OC has already been degraded, while recalcitrant substances like lignin tend to accumulate in the digestate (Sambusiti et al. 2015). Thus, post-treatment to enhance biodegradability of digestate might be a solution to recover RMP efficiently.

To date, most post-treatment methods have focused on improving dewaterability, stabilization of the digestate (inactivation of pathogens or COD removal), or removal of toxic metal contaminants to meet the requirement for environmental discharge (Svennevik et al. 2019; Wang et al. 2021). These methods are often energy-intensive and require additional costs, reducing economic benefits (Romio et al. 2021). However, there has been increasing interest in post-treatment methods to enhance biodegradability and maximize the methane yield recovered from digestate. One potential method, thermal hydrolysis (TH), defined as a process involving high pressure, temperature, and often sudden pressure release (so-called stream explosion) (Ngo et al. 2023), has gathered significant attention and found favorable for those goals (Axelsson Bjerg et al. 2024). TH involves sludge treatment at high temperatures (160–180 °C) and pressure (6 bars), followed by sudden pressure release, resulting in cell wall breakdown (Mágrová & Jeníček 2021). This process enhances the organics' solubility, elevating the subsequent biogas production and reducing the anaerobic digester's required HRT (Liu et al. 2020). TH has been widely used as a pretreatment method before AD and applied in wastewater and sludge treatment plants worldwide (Abelleira et al. 2012). Even though most studies report TH as pretreatment, relocation of TH to post-AD also offers advantages, including higher methane yields and further reduction of organic matter (Svensson et al. 2018). For instance, applying TH at 160 °C as a post-treatment process for digestate from wastewater treatment increased methane yield from less than 10 mL CH4/gCODadded to 175 mL CH4/gCODadded (Cai et al. 2021). The breakdown of extracellular polymeric substances and soluble proteins during TH can be one of the reasons why methane yield is improved (Cai et al. 2021). For the case of digestate from food waste (FW) co-digestion plants, the application of TH led to a 22% increase in methane potential (Nordell et al. 2022). However, implementing TH requires significant energy (Yang et al. 2019). The total volume needed for TH post-treatment is lower than pretreatment due to the reduced total volume (20–50%) following AD (Weiland 2010). Thus, less energy is spent applying TH as a post-treatment. Additionally, more efficient methane production is possible if liquid and solid fractions were processed separately since those phases respond differently to TH. The biodegradability of solid fractions is reported to be unaffected by TH, while the liquid fraction may gain a 30% enhancement in methane production (Pérez-Elvira et al. 2016).

After methane recovery, the remaining residues are commonly used for field application (van Midden et al. 2023). The addition of acids is an effective approach to enhance nutrient availability, particularly phosphorus, by promoting its solubilization in the liquid phase, thereby improving its suitability for agricultural reuse (Ekpo et al. 2016). However, it remains uncertain whether acid addition could also provide additional benefits for methane production from digestate, especially when TH is involved. Therefore, the main objective of this study was to investigate the impact of TH post-treatment on RMP from each fraction. The effects of TH and acid addition on the transfer of organics and the potential for phosphate recovery were also explored. These findings could support the development of comprehensive strategies for digestate post-treatment and utilization.

Substrates and inoculum

This study collected raw digestate from two biogas plants in Norway. The first biogas plant, operated by Renovation and Recycling Agency, Oslo (referred to as the first biogas plant), is operated at a mesophilic temperature of 41 °C and mainly processes FW with a retention time of 28 days; the second plant, operated by Bergen Municipality (Rådal, Norway) (referred to as the second biogas plant), is operated at a thermophilic temperature of 55 °C and uses SS as the primary input substrate, with a retention time of 21 days.

The original inoculum used in this work was collected from a 15 L (working volume) lab-scale continuous stirring tank reactor (CSTR). The lab-scale CSTR has been fed with cow manure for one year. The properties of these two digestate sources and the inoculum are given in Table 1.

Table 1

Characteristics of the substrate and inoculum used in the experiment

Biogas plantInputpHTS (%)VS (%, of TS)COD (g/L)
1-Liquid FW digestate 7.68 0.4 76 9.2 
1-Solid FW digestate 7.42 95 38 168 
2-Liquid Sewage sludge digestate 7.2 40 76 
2-Solid Sewage sludge digestate 7.12 90 28 44 
Inoculum Cow manure 8.27 2.43 65 44.2 
Biogas plantInputpHTS (%)VS (%, of TS)COD (g/L)
1-Liquid FW digestate 7.68 0.4 76 9.2 
1-Solid FW digestate 7.42 95 38 168 
2-Liquid Sewage sludge digestate 7.2 40 76 
2-Solid Sewage sludge digestate 7.12 90 28 44 
Inoculum Cow manure 8.27 2.43 65 44.2 

Thermal hydrolysis

Digestate samples based on either FW or SS were prepared to test the effect of TH as a post-treatment method. To begin with, 333.3 g of digestate was dried and milled using a knife type of mill with mesh holes of 1 mm size. Then, it was mixed with 1,666.7 g of distilled water in a 5 L beaker. The mixture was then transferred to a 2.7 L autoclave, followed by N2 flushing to maintain an initial pressure of 10 bars to avoid water evaporation. TH was performed as a single experiment at two temperatures, 160 and 190 °C. These temperatures were selected based on the reviewed literature, where pretreatment temperatures at 160 to 190 °C were reported as optimal for methane production (Mirsoleimani Azizi et al. 2024). The heating was performed gradually, and once the target temperature was reached, the reaction time was set to 60 min to ensure a long enough holding time. The samples were then left to cool overnight and separated the day after. It should be noted that this is different from typical commercial treatments, which include a rapid decompression of the reactor (steam explosion) due to the equipment constraints. Control experiments were performed on samples that did not go through TH. However, those were also mixed with water, left overnight at ambient conditions, and separated the day after. Details regarding the setup are shown in Table 2, while mineral compositions of the untreated samples are shown in Table 3.

Table 2

Substrates used in TH trials

NameFeedstockTH temperatureAcid application
FW Food waste – No 
FW-160 Food waste 160 No 
FW-190 Food waste 190 No 
FW-160-BTH Food waste 160 Before TH 
FW-160-ATH Food waste 160 After TH 
SS Sewage – None 
SS-160 Sewage 160 None 
SS-190 Sewage 190 None 
SS-160-BTH Sewage 160 Before TH 
SS-160-ATH Sewage 160 After TH 
NameFeedstockTH temperatureAcid application
FW Food waste – No 
FW-160 Food waste 160 No 
FW-190 Food waste 190 No 
FW-160-BTH Food waste 160 Before TH 
FW-160-ATH Food waste 160 After TH 
SS Sewage – None 
SS-160 Sewage 160 None 
SS-190 Sewage 190 None 
SS-160-BTH Sewage 160 Before TH 
SS-160-ATH Sewage 160 After TH 

FW, food waste; SS, sewage sludge.

Table 3

Mineral composition of the untreated digestates used in TH trials

MineralSS digestate (mg/kgDM)FW digestate (mg/kgDM)
Potassium 627 325 
Calcium 1,437 5,896 
Phosphorus 2,233 1,839 
Silicon 52,294 11,647 
Sodium 5,670 2,306 
Sulphur 764 552 
Magnesium 83.2 312.3 
Manganese 333 168 
Aluminium 17,057 4,629 
Iron 50,949 29,907 
Copper 204.1 74.6 
Zinc 423.7 224 
Barium 258.8 84.8 
Chromium 103.3 27.4 
Titanium 2,327 695.4 
MineralSS digestate (mg/kgDM)FW digestate (mg/kgDM)
Potassium 627 325 
Calcium 1,437 5,896 
Phosphorus 2,233 1,839 
Silicon 52,294 11,647 
Sodium 5,670 2,306 
Sulphur 764 552 
Magnesium 83.2 312.3 
Manganese 333 168 
Aluminium 17,057 4,629 
Iron 50,949 29,907 
Copper 204.1 74.6 
Zinc 423.7 224 
Barium 258.8 84.8 
Chromium 103.3 27.4 
Titanium 2,327 695.4 

No additional water was added to the system during the experiment. After treatment, each sample was filtrated using a Büchner funnel with coffee filter paper to separate the solid and the liquid phases. The obtained solid phase was then dried in a drying cabinet at 105 °C for approximately 24 h, while the liquid phase was stored in plastic bottles (5 °C) prior to the experiment.

In the first setup (before thermal hydrolyzation, BTH), 0.1 M H2SO4 solution (95%, technical grade, VWR Chemicals) was used instead of distilled water during sample preparation, followed by TH at 160 °C. In the second setup (after thermal hydrolyzation, ATH), samples were prepared with water and treated at 160 °C in the autoclave, but H2SO4 was added right before the filtration step. Specifically, concentrated H2SO4 was added dropwise under stirring to the treated slurry after collection from the autoclave so that the final concentration was 0.1 M. The slurry and acid were thoroughly mixed using a magnetic stirrer for an additional 60 min at room temperature, after which the mixture was filtered.

Biochemical methane potential (BMP) trials

Following the TH application, BMP trials were conducted to determine the effect of TH on RMP in liquid and solid fractions separately. Prior to BMP trials, the inoculum was put in 1 L glass bottles and incubated at 40 °C for 2 weeks to deplete the biogas potential from the inoculum. The trials were conducted in 500 mL glass bottles with a working volume of 300 mL in triplicates. The bottles were filled with an inoculum-to-substrate ratio of 1:1 on a VS basis (receiving 1gVS substrate and 1gVS of inoculum) and then topped up with distilled water to 300 mL (Pervez et al. 2022). The pH was not controlled at any stage of the experiment. The bottles were sealed and flushed with nitrogen gas. All sealed samples were incubated at 40 °C under 90 revolutions per minute (RPM) on a shaker. The types and characteristics of the samples are given in Table 4. Biogas volume was calculated based on daily pressure measurements in the BMP bottles' headspace using a WAL-BMP-Test system pressure gauge. After the measurement, the gas was released to reduce pressure in the bottles. Transformation of pressure value onto biogas volume was done using the equation based on previous work, where Vbiogas stands for biogas volume per day, P for pressure (mbar), V for the volume of the headspace (L), R for universal gas constant (83.14 L mbar·K−1·mol−1), C for molar volume (22.4 L·mol−1), and T for absolute temperature (K) (El-Mashad & Zhang 2010):
(1)
Table 4

TH-treated digestate used in BMP trials

Liquid fraction
Solid fraction
FeedstockTH temperature (°C)Acid applicationCOD (g/L)Total solids (g/L)VS (g/L)FeedstockTH temperature (°C)Acid applicationCOD (g/L)Total solids (g/L)VS (g/L)
FW-160 Food waste 160 No 36.8 ± 0.5 25.6 ± 1.2 20.2 ± 1.6 Food waste 160 No 585.5 ± 55 104 ± 5.3 70 ± 3.7 
FW-160-ATH Food waste 160 After TH 13.8 ± 0.8 29.3 ± 0.8 19.6 ± 0.6 Food waste 160 After TH 136.7 ± 15 97.4 ± 0.4 66.5 ± 1 
SS-160 Sewage sludge 160 No 30.1 ± 0.4 19.1 ± 0.1 16.5 ± 0.1 Sewage sludge 160 No 121 ± 1.4 99.8 ± 1.3 45.3 ± 0.3 
SS-160-ATH Sewage sludge 160 After TH 25.5 ± 0.8 25.4 ± 1 17.4 ± 0.6 Sewage sludge 160 After TH 87.7 ± 15 102.3 ± 2.2 49.5 ± 0.9 
FW Food waste N/A No 28.0 ± 0.2 9.8 ± 0.4 6.2 ± 0.2 Food waste  No 168.2 ± 27 108.3 ± 2.8 76.2 ± 2 
SS Sewage sludge N/A No 25.0 ± 0.2 3.4 ± 0.2 2.6 ± 0.2 Sewage sludge  No 44.2 ± 7 106 ± 5 56.4 ± 1.8 
Liquid fraction
Solid fraction
FeedstockTH temperature (°C)Acid applicationCOD (g/L)Total solids (g/L)VS (g/L)FeedstockTH temperature (°C)Acid applicationCOD (g/L)Total solids (g/L)VS (g/L)
FW-160 Food waste 160 No 36.8 ± 0.5 25.6 ± 1.2 20.2 ± 1.6 Food waste 160 No 585.5 ± 55 104 ± 5.3 70 ± 3.7 
FW-160-ATH Food waste 160 After TH 13.8 ± 0.8 29.3 ± 0.8 19.6 ± 0.6 Food waste 160 After TH 136.7 ± 15 97.4 ± 0.4 66.5 ± 1 
SS-160 Sewage sludge 160 No 30.1 ± 0.4 19.1 ± 0.1 16.5 ± 0.1 Sewage sludge 160 No 121 ± 1.4 99.8 ± 1.3 45.3 ± 0.3 
SS-160-ATH Sewage sludge 160 After TH 25.5 ± 0.8 25.4 ± 1 17.4 ± 0.6 Sewage sludge 160 After TH 87.7 ± 15 102.3 ± 2.2 49.5 ± 0.9 
FW Food waste N/A No 28.0 ± 0.2 9.8 ± 0.4 6.2 ± 0.2 Food waste  No 168.2 ± 27 108.3 ± 2.8 76.2 ± 2 
SS Sewage sludge N/A No 25.0 ± 0.2 3.4 ± 0.2 2.6 ± 0.2 Sewage sludge  No 44.2 ± 7 106 ± 5 56.4 ± 1.8 

Kinetic assessment

The modified Gompertz model was fit to the experimental results to predict the biomethane potential. The equation is as follows:
(2)
where y for cumulative of the methane yield (NLCH4/(kgVS)); A for maximum methane production potential (NLCH4/kgVS); μm = methane production rate ((NLCH4/(kgVS).day); e for the mathematical constant, 2.7182; λ for the lag phase (day) and T for time (day) (Ghatak & Mahanta 2014).
The first-order kinetic model was also utilized to predict an exponential rise to a maximum as follows:
(3)
where y = cumulative of the methane yield (NLCH4/kgVS) at the time (t) expressed in days; Ais the maximum methane production potential (NLCH4/kgVS); k is the kinetic rate constant, expressed in reciprocal of time (day−1), which was substrate-specific and gave information about the time required to achieve a certain fraction of A (Ghatak & Mahanta 2014).

Analytical methods

TS and VS were measured according to the standard methods (American Public Health Association 2005). Biogas pressure and composition were measured daily from day 1 to 7, followed by measurements on days 9, 12, 15, 20, and 25 as the production rate declined. Gas pressure was monitored using a GMH 3161 hand-held pressure gauge (Greisinger, 93128 Regenstauf, Germany). Gas chromatography (Agilent 990 Micro GC, Agilent Technologies, CA 95051, USA) with a flame ionization detector and N2 as the carrier gas was performed to measure the gas composition (CH4, CO2, and H2). The GC was equipped with two capillary columns (10MX0.25MMX0UM ST & MS5A SS, 10MX.025MMX30UM BF) with an injection temperature of 110 °C and column temperature of 80 °C. The pH was measured using a pH meter (Thermo Scientific Orion Dual Star, USA). Phosphate content was measured spectrophotometrically (Hach & Lange, DE3900) using HACH Kits with a range of 2–20 mg/L while chemical oxygen demand (COD) was measured spectrophotometrically using Merck Spectroquant COD Cell Tests with a range of 500–10,000 mg/L. For phosphate content analysis, the term ‘Available Liquid’ refers to the free water not retained within the solid phase after solid-liquid separation. The samples' OC (VS) was calculated based on the weight differences between dry weight and ash (inorganic fraction) weight.

Impact of TH on organic material and phosphorus

Figure 1 shows the effect of TH on the distribution of solids, organics, and ash in the liquid and solid phases. TH increased the concentration of organic matter in the liquid phase for both FW and SS-based digestates. For FW digestate, the organic fraction in the liquid phase rose from 8 to 18 and 24% after TH at 160 or 190 °C, respectively. For the SS digestate, the OC (%) in the liquid phase increased from 6.8 to 35% after treatment at both temperatures (Figure 1(a)). These findings demonstrated that TH temperature considerably influences the release of organics from digestates. Comparable results were reported by Wang et al. (2024), where over 60% of the organics were released to the liquid phase after thermal treatment of sewage sludge digestate at 150 °C. The sulfuric acid treated samples are excluded from Figure 1 due to uncertainty on the inorganic balance caused by the sulfuric acid addition. In untreated samples (FW and SS), only 5–7% of the TS was found in the liquid phase (Figure 1(c)). TH treatment resulted in higher DM concentration in the liquid phase for both digestates. Specifically, for the FW digestate sample, 15.8% of the TS was found in the liquid phase after treatment at 160 °C, whereas at 190 °C, this concentration increased to 20.8%. In contrast, the TS solubilization of the SS digestate was not notably influenced by temperature, with 20.9% and 21.1% found in the liquid phase after treatment at 160 and 190 °C, respectively. Previous studies have also reported that increasing TH temperature does not substantially improve the methane yields from digestates. Xue et al. (2015) found that CH4 production increased between 120 and 160 °C but decreased at 180 °C.
Figure 1

Distribution of organics (a), ash (b), and total mass of organics (c) from solid and liquid phases. (FW: food waste, SS: sewage sludge, 160 and 190: TH temperatures.)

Figure 1

Distribution of organics (a), ash (b), and total mass of organics (c) from solid and liquid phases. (FW: food waste, SS: sewage sludge, 160 and 190: TH temperatures.)

Close modal

This result was likely due to the formation of recalcitrant compounds, such as melanoidins, which are generated during TH at high temperatures (>140 °C) (Zhang et al. 2020; Yan et al. 2022). Dwyer et al. (2008) observed that when the temperature was raised from 140 to 165 °C, the degree of browning that is associated with the Maillard reaction increased fourfold, yet TH effluent's anaerobic biodegradability did not show a considerable difference. Based on these reports, it can be suggested that while TH with temperatures up to 160 °C is beneficial, increasing temperature beyond this point may lead to the formation of recalcitrant substances that reduce biodegradability.

The impact of acid addition on mass transfer was also evaluated (data not shown). It was revealed that acid addition plays an insignificant role in mass transfer. For instance, mass transfer from FW digestate samples was found to be 15 and 14.5% with acids addition prior to or after TH, respectively, while for SS samples, the transfer was 17% in both cases. These results indicate that acid addition does not positively influence mass transfer.

Figure 2 indicates the liquid fractions' phosphate content (mg), categorized as ‘Total Liquid’ and ‘Available Liquid’. Overall, acid addition greatly increased the phosphate content in the liquid phase. The FW digestate treated at 160 °C with subsequent acid addition (FW-160-ATH) resulted in 28 times higher phosphate concentration (mg/L) compared to both the non-treated sample (FW) and the sample treated at 160 °C without acid addition (FW-160), reaching 402 mg/L. The sewage sludge sample treated at 160 °C with subsequent acid addition (SS-160-ATH) resulted in 21.5 times higher phosphate concentration than both non-treated and treated at 160 °C of SS (SS and SS-160). While slightly more phosphate solubilization was possible by adding acids before TH, it was much less than when acid was added after TH. It can be concluded that acid addition should be made after TH to facilitate phosphate release into the liquid phase. Moreover, increasing the temperature from 160 to 190 °C does not improve phosphate release efficiency. These findings suggest that the digestate obtained after AD contains considerable phosphate that can be solubilized by applying acid addition after TH. In digestate, insoluble phosphorus compounds (e.g., struvite) are often present (Palominos et al. 2021). These compounds are disrupted after sulfuric acid addition, which results in P release into the liquid phase (Liu et al. 2024). These results align with Ekpo et al. (2016), who reported maximum phosphorus extraction using TH combined with the subsequent addition of H2SO4 (0.1 M).
Figure 2

Phosphate analysis of liquid samples.

Figure 2

Phosphate analysis of liquid samples.

Close modal

Residual methane potential (RMP) of the liquid fraction

An initial experiment that compared fractions treated at 160 and 190 °C was carried out where the total methane production was measured. This experiment showed that in all cases, FW and SS samples treated at 160 °C produced more methane than those treated at 190 °C (data not shown), probably due to thermal degradation or inhibitory effects at higher temperatures. Other studies have also suggested that even higher temperatures (up to 186 °C) could maximize biomethane production (Park et al. 2021). However, the composition of digestate varies depending on the input substrate, operating parameters, and other factors, making direct comparisons challenging. Therefore, it was decided only to use the 160 °C treatment for the more detailed BMP experiments. The results of the following BMP trials with liquid fractions are presented in Figure 3. For FW digestates, the sample treated at 160° (FW-160) achieved the highest biomethane yield with 278 ± 18 NmL/gVSadded. In contrast, the sample treated with acid addition resulted in a lower yield of 231 ± 17 NmL/gVSadded, suggesting that acid addition hindered CH4 production. The lowest yield was recorded from the untreated FW sample, 194 ± 26 NmL/gVSadded. Thus, TH post-treatment resulted in a 1.5 times increase in methane yield for FW digestate.
Figure 3

Cumulative VCH4 from the liquid fraction of FW and sewage sludge digestate samples.

Figure 3

Cumulative VCH4 from the liquid fraction of FW and sewage sludge digestate samples.

Close modal

A similar trend was observed for the SS samples, where the highest methane yield (247 ± 22 NmL/gVSadded) was obtained from the sample treated at 160 °C (SS-160). The sample with acid addition after TH (SS-160-ATH) followed as the second highest, while the lowest methane yield was reported for the non-treated sewage sludge sample (SS) with 82 ± 10 mL/gVSadded. TH treatment led to a threefold increase in methane yield.

This observation is consistent with Balasundaram et al. (2023), which showed that SS treated at 160 °C produced 4.2 times more methane than an untreated sample. When Analysis of Variance (ANOVA) was performed to compare the methane yields, the comparison between FW and FW-160 revealed a significant difference in biomethane yield with p < 0.05. Similarly, the comparison between SS and SS-160 showed a significant difference, with p < 0.05. These results show that the TH treatments significantly enhanced methane production compared to their respective baseline samples (FW and SS). As shown in Figure 3, samples subjected to acid addition (SS-160-ATH & FW-160-ATH) produced less biomethane compared to non-acid treated samples; FW with acid addition yielded 17% less biomethane while acid-added SS sample showed a 26% reduction. When the ANOVA test was performed comparing acid-added samples (FW-160-ATH and SS-160-ATH) and samples treated with only TH (FW-160 and SS-160), FW-160 exhibited a higher mean yield compared to FW-160-ATH, which indicates that the addition of sulfuric acid post-thermal hydrolyzation significantly reduced biomethane production relative to FW-160 (p < 0.05). Similarly, a significant difference was observed between SS-160 and SS-160-ATH (p < 0.05). In contrast, Takashima & Tanaka (2014) reported an increased methane yield of up to 190% when acid was added during TH at different temperatures. However, it should be noted that the processes of these two works are considerably different; while one does the acid treatment along with TH, the other tests samples with acid addition after the process.

This observation indicates a synergistic impact on yield, which can only be expected when acid is added during the TH process. The earlier findings on the effect of TH on OC correlate with the RMP results. TH application increased the transfer of OC to the liquid fraction, resulting in higher CH4 yields for both digestates (Kim et al. 2024). This decrease in methane production could result from the chemical environment being altered unfavorably by the acid addition post-TH. This alteration could result in disruption of organic material degradation or direct inhibition of methanogenic activity. The addition of sulfuric acid can also stimulate sulfate-reducing bacteria to produce H2S, which is toxic to methanogens (Hendriks & Zeeman 2009).

The cumulative methane yield was fitted by the modified Gompertz Model and the first-order kinetic model (Table 5 and Figure 4). The correlation coefficients (R2) for the modified Gompertz model and first-order models were above 0.99 or 0.96, respectively, meaning that the modified Gompertz model was more suitable. The maximum potential of biomethane production of sewage sludge samples treated at 160 °C reached 240 NmLCH4, 293% of the value reached by the non-treated sample. For FW samples, the highest-producing sample, FW160, reached 278.44, 41.5% more than the non-treated (FW). Lag phases ranged from 1.66 to 1.98 days for sewage sludge samples, with the control group being predicted as the quickest in production. Another essential tool in understanding the process is the hydrolysis constant (k). As it describes the rate of degradation, higher k values mean higher biomethane production (Li et al. 2016). After fitting the first-order model to the experiment, it was observed that the values for sewage sludge varied between 0.4 and 0.6 day−1, while for FW samples, this range was between 0.1 and 0.2 day−1.
Table 5

Kinetic parameters of AD of liquid fraction of digestate

Modified Gompertz model
First-order model
SubstrateaB0 (mL CH4/gVS)λR2k (day−1)R2
SS 81.68 1.66 0.998 0.06 0.987 
SS160 240.34 1.76 0.997 0.04 0.991 
SS160ATH 179.81 1.98 0.998 0.05 0.986 
FW 196.77 3.82 0.999 0.01 0.968 
FW160 278.44 3.31 0.999 0.01 0.977 
FW160ATH 235.11 1.74 0.997 0.02 0.994 
Modified Gompertz model
First-order model
SubstrateaB0 (mL CH4/gVS)λR2k (day−1)R2
SS 81.68 1.66 0.998 0.06 0.987 
SS160 240.34 1.76 0.997 0.04 0.991 
SS160ATH 179.81 1.98 0.998 0.05 0.986 
FW 196.77 3.82 0.999 0.01 0.968 
FW160 278.44 3.31 0.999 0.01 0.977 
FW160ATH 235.11 1.74 0.997 0.02 0.994 

aSS, sewage sludge; FW, food waste; ATH, after TH, 160 and 190: TH temperatures.

Figure 4

The first-order kinetic model (a) and Gompertz model (b) of RMP of liquid fraction.

Figure 4

The first-order kinetic model (a) and Gompertz model (b) of RMP of liquid fraction.

Close modal

The RMP of the solid fraction

The results of the BMP trial with a solid fraction of the digestates are presented in Figure 5. The BMP trails for solid fraction lasted for 65 days due to the poor degradability compared to liquid. In the solid fraction of FW digestate, the highest CH4 production was observed from the FW treated at 160 °C (FW-160) (336 NmL/gVSadded), which produced 1.4 times more CH4 than control (the raw sample (FW) yielded 245 NmL/gVSadded). In contrast, the lowest CH4 production was from samples treated at 160 °C with acid addition (FW-160-ATH), producing 190 NmL/gVSadded CH4. For the solid samples of SS, the untreated sample (SS) achieved higher CH4 production than TH treated or TH with acid-added samples. This result suggests that acid addition does not enhance CH4 production from the solid fraction. Additionally, the solid fraction of sewage sludge digestate has a lower CH4 potential and requires considerably longer to digest than the liquid fraction, consistent with the findings of Lu et al. (2020).
Figure 5

Cumulative VCH4 from the solid fraction of FW and sewage sludge digestate.

Figure 5

Cumulative VCH4 from the solid fraction of FW and sewage sludge digestate.

Close modal

In conclusion, TH at 160 °C significantly enhances methane yields (1.5× for FW, 3× for SS) and organic release compared to untreated samples. Moreover, TH at 160 °C resulted in higher methane production than treatment at 190 °C. While acid addition post-TH application reduces CH4 yield by approximately 17–26%, it effectively releases phosphorus into the liquid phase, with up to 28 times more of total P detected in the liquid fraction compared to non-acid-added sample, improving the nutrient quality of the digestate. These results suggest a potential strategy to optimize biomethane and P recovery by adding acid after TH-enhanced digestion. Further research should focus on investigating the specific inhibitory compounds generated at higher treatment temperatures, as well as the potential carbon loss due to acid addition.

This work was supported by the Research Council of Norway through grants 257622 (Bio4Fuels) and 319723 (BioSynGas).

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

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