The aim of this study was to investigate the sewage sludge reduction and biogas production using two-stage anaerobic co-digestion of sesame oil cake and sewage sludge. In the first stage (acidogenic fermentation), sesame oil cake (SOC) was acidogenic fermented to produce fermented sesame oil cake (FSOC). In the second step (anaerobic co-digestion), sewage sludge and FSOC were mixed in various ratios of (100:0 (R1), 70:30 (R2), 50:50 (R3), and 30:70 (R4)) and observed for 30 days at a mesophilization temperature of 35±2 °C. In the anaerobic co-digestion using FSOC as a co-feedstock, the volatile solids (VS) and total solids (TS) removal were in the range of 53.7–64.9 and 42.6–53.2% for R2 and R3, respectively. The highest cumulative biogas production (389.67 mL/g·VSin) and methane production (0.56 m3·CH4/kg·VS) was achieved with the R3. In addition, R3 had the shortest reaction delay time (λ), and stabilization of the process was the fastest of all samples. The co-digestion performance index (CPI) was determined to be 1.29, 1.39, and 1.10 for R2, R3, and R4, respectively. The highest value for R3 confirmed the highest synergistic effect. This suggests the possibility of biogas production using sesame oil cake.

  • Anaerobic co-digestion of fermented sesame oil cake (FSOC) and sewage sludge.

  • TS and VS removal were increased from 28.5 to 53.2% and 37.6 to 64.9%, respectively.

  • The highest cumulative biogas and methane production were achieved by 5:5 mixing ratio of FSOC and sewage sludge.

  • Co-digestion performance index was over 1, confirming that there was a synergistic effect.

Graphical Abstract

Graphical Abstract

Sesame oil, which is popular in Korea, is oil made by roasting sesame seeds, and sesame oil cake (SOC) is the residue left after squeezing oil from sesame seeds. Korea's SOC production is about 3 million tons annually, the second largest quantity after rapeseed cake (ca. 6 million tons/year) (Lee et al. 2021). A portion of SOC is used as fertilizer or as a feed supplement for poultry, but most of it is disposed of as waste (Nascimento et al. 2012). Accordingly, improperly processed SOC can cause environmental problems such as the generation of harmful insects and odors. SOC consists mainly of protein (about 30%), lignocellulose (44%) and minerals (8%) (Yasothai 2014). The amount of fat in SOC varies depending on the method of squeezing the oil and the equipment used but varies from about 5 to 11% (Nascimento et al. 2012; Yasothai 2014). The yield and composition of biogas are greatly affected by carbohydrates, fats and proteins contents of the co-feedstocks (Chanda et al. 2012). The SOC contains large amounts of components such as protein, carbon, nitrogen, phosphoric acid and potassium, and it is known to have a high carbon content (C/N ratio) (Bigoniy et al. 2012; Yasothai 2014). Therefore, SOC can be an excellent candidate as a co-feedstock for biogas in anaerobic co-digestion.

In recent years, research on the synergistic effects of increasing biogas production and reducing sludge through co-digestion with various co-feedstocks and sewage sludge is underway. Co-digestion is anaerobic digestion in which various co-feedstocks and sewage sludge are combined in a single anaerobic digester (Choi 2021). Co-digestion is a viable option to increase methane yield and promote sludge reduction over anaerobic digestion with a single feedstock (Jeong et al. 2019; Choi 2021). The utilization of a co-feedstock with different chemical compositions, particularly about nutrients, can improve the process due to the positive synergistic effect established in the digestion medium and the supply of scarce nutrients (Jhr et al. 2020). Co-feedstocks used for anaerobic co-digestion should be substances that can increase methanogenesis and reduce sewage sludge, and substances that can interfere with methanogenesis should be avoided (Choi 2020a; Cheng & Brewer 2021). According to recent research, various wastes such as food waste, fish by-products, and manure are mixed as a co-feedstock for anaerobic co-digestion (Hassan et al. 2017; Choi 2020a, 2020b, 2021; Karki et al. 2021). In addition, a synergistic effect on sludge reduction and biogas production efficiency has been reported by adding biomass-based biological auxiliary raw materials such as corn stalk, coffee grounds, wheat straw, sugarcane and corn stover (Wang et al. 2018; Pohl et al. 2019; Cheng & Brewer 2021; Karki et al. 2021).

Co-digestion using co-feedstocks can follow single and/or two-stage digestion systems. According to previous studies, if the single-stage co-digestion system is selected, the rapid decrease in pH due to local acid fermentation and scum conversion due to the difference in acid fermentation rate decrease the digestion efficiency of the digester (Pohl et al. 2019). In particular, ligno-cellulose, protein and fat contained in SOC can inhibit the formation of methane gas due to slow hydrolysis (Choi 2020a, 2021). However, if a two-stage digestion process (acidogenic fermentation and anaerobic co-digestion) is used, the problems appearing in the single-stage co-digestion process can be addressed. In other words, in the first step (acidogenic fermentation), high molecular substances such as fat, lignin, and hemicellulose are hydrolyzed to break down into short-chain fatty acids, and monosaccharides that are easily decomposed (Pohl et al. 2019; Choi 2020b). If it is mixed with sewage sludge for anaerobic co-digestion in the second stage, it can have a synergistic effect rather than inhibiting methane gas formation and sludge reduction (Choi 2020a; Karki et al. 2021). However, to date, no research results have been found to produce biogas using the two-step anaerobic co-digestion process by acidogenic fermentation of sesame oil cake (FSOC). Therefore, this study was conducted to observe the effect of anaerobic co-digestion in the first stage (acidogenic fermentation of SOC) and second stage (co-digestion of sewage sludge and FSOC) on biogas production and sewage sludge reduction efficiency. In addition, the synergistic effect of FSOC on anaerobic co-digestion was also observed to confirm whether it is possible to continuously use FSOC as a co-feedstock for anaerobic co-digestion.

Sewage sludge and sesame oil cake as co-feedstock

Sewage sludge was collected from the bottom of an anaerobic digester in a sewage treatment plant operated in Gangneung, Korea. The wastewater treatment plant in Gangneung is operated with a capacity of 75,000 (m3/day) to treat domestic wastewater. The Biological Coating Removal (BCR) process is applied for sewage treatment. The daily average sludge inflow into the digester was 25.4–30.2 g/L for chemical oxygen demand (COD), 752.6–798.4 mg/L for total nitrogen (TN), 13.8–19.8 mg/L for total phosphorus (TP), 4800–18,023 mg/L for total solid (TS), 6415–12,657 mg/L for volatile solid (VS), and 63.4–74.8% for VS/TS. SOC was purchased as a co-feedstock from an oil mill in Gangneung city, Korea. After squeezing out the oil, the remaining hot SOC was left at room temperature for 3 hours to cool, and filtered through an 80-mesh sieve to remove contaminants such as small stones, sand, leaves. There were no other contaminants except small stones, sand and leaves. Although they were contained in very small amounts (<1% by weight), they could adversely affect fermentation, so they were removed through sieving before fermentation. Moreover, when the lumps of SOC are uniformly released through the sieve, mass transfer is facilitated, and the metabolism of microorganisms is accelerated and activity is increased, which promotes fermentation. After the pretreatment, SOC was stored in a desiccator for use in the experiment.

Experimental design

The experiment was carried out in a two-step anaerobic co-digestion process in a batch-test. The detailed experimental design of the second stage is summarized in Table 1. The first step was the acidogenic fermentation process of SOC. In the first step, after uniform mixing of SOC and tap water in a ratio of 1:3 with glucose (0.1 g/L), the mixture (40 L) was put into a 50 L cylindrical reactor, and it was stirred at 120 rpm for mesophilic digestion (35±2 °C) until the amount of volatile organic acids (VFAs) became constant. The prepared fermented sesame oil cake (FSOC) was stored at room temperature for use in the experiment. In the second step (anaerobic co-digestion process), sewage sludge and fermented sesame oil cake (FSOC) were mixed in wet-weight ratios of 7:3 (R2), 5:5 (R3), and 3:7 (R4) (Table 1). Then, the mixture (40 L) was put into a 50 L cylindrical reactor and biogas production and sewage sludge were observed for 30 days (Fig. S1). Among the various samples, R1 consisted of only sewage sludge for use as a control. The pH was not artificially adjusted, and the temperature for mesophilization around 35 °C±2.

Table 1

Experimental design for batch test

SamplesR1R2R3R4
Injected condition Sludge 100% Sludge 70% + FSOC 30% Sludge 50% + FSOC 50% Sludge 30% + FSOC 70% 
Organic loading rate (g VSin/L·d) 1.43 2.26 3.82 4.65 
Experimental duration 30 day 
Temperature 35 °C±2 
Stirring speed 150 rpm 
SamplesR1R2R3R4
Injected condition Sludge 100% Sludge 70% + FSOC 30% Sludge 50% + FSOC 50% Sludge 30% + FSOC 70% 
Organic loading rate (g VSin/L·d) 1.43 2.26 3.82 4.65 
Experimental duration 30 day 
Temperature 35 °C±2 
Stirring speed 150 rpm 

Analytical methods

TS, VS, and total chemical oxygen demand (TCOD) were measured based on standard test methods for water pollution processes (APHA 2012). Each test was conducted in triplicate, and the results were expressed as mean±standard deviation. Carbon, hydrogen and nitrogen contents of Sewage sludge, SOC and FSOC samples were measured using a fully automatic ‘Vario EL’ element analyzer (PerkinElmer, USA). The pH was measured using a pH meter (HM-30R, DDK-TOA). For VAFs, 1 mL of the sample was centrifuged at 2000 rpm for 15 min, and the supernatant was collected and analyzed using a liquid chromatography system (1260 LC system, Agilent, USA). HPX-87H (300X 7.8 mm, Biorad, USA) was used as the analysis column. The mobile phase was 5 mM sulfuric acid (H2SO4), the column temperature was 60 °C, and the flow rate was 0.6 mL/min. Biogas was quantified by inserting a syringe into the rubber stopper at the top of the serum bottle at a set time every day. Biogas components (CH4, CO2, H2S, H2, NH3, etc.) were analyzed using gas chromatography (GC, Nexis SCD-2030, Shimazu, Japan) according to ASTM D7833-14.

Mathematical modeling

For the kinetic analysis of microorganisms for biogas production in the anaerobic combined process, the modified Gompertz equation (Gibson et al. 1988) was used:
(1)
where M is cumulative biogas production (mL/g·VS), Mmax is biogas yield potential (mL/g·VS), Rm is the maximum biogas production rate (mL/g·VS·d), λ is the duration of the lag phase (days), t is the time (d) at which cumulative methane production M is calculated (days) and e is Euler's number. The Gompertz equation has been used further to describe single and multiple effect(s) of factors (temperature, pH, etc.) affecting microbial growth. Thus, this model is used when inhibition is observed in the anaerobic co-digestion process assuming methane production reflects bacterial growth. The synergistic effects of co-digestion can be reflected by the co-digestion performance index as described by Labatut et al. (2011). A co-digestion performance index (CPI) was calculated using the following formula:
(2)
Here, Bp is the bio-methane potential of the co-digestion blend, is the weighted average based upon VS content (%VS) of the individual substrate bio-methane potentials (Bip). Substrate i through n are co-digested such that . Thus, a CPI > 1 indicates a synergistic effect of co-digestion, and CPI < 1 indicates an antagonistic effect (Awosusi et al. 2021). To select appropriate kinetic model for anaerobic co-digestion processes, Chi-squared (χ2) was calculated using Equation (3) (Mahieu et al. 2021). Chi-square refers to the standard normal distribution, and is a test to determine whether the difference between the expected frequency and the observed frequency is statistically significant:
(3)
where Mexp and Mcal are methane production obtained from experiments and models, respectively.

Properties of samples

Properties of co-feedstock

The comparative analysis of the components of SOC and FSOC are summarized in Table 2. In anaerobic co-digestion, the carbon and nitrogen contents (C/N) affecting the growth of microorganisms increased in FSOC more than in SOC. The C/N ratio of SOC increased after the fermentation stage from 6.43 to 16.87. The content of VS also increased and the change of favorable components from SOC to FSOC, which affects biogas production in anaerobic co-digestion. A previous study reported that biogas production increased by 3–5 times when VS was consumed by 2 times (Chanda et al. 2012; Choi 2020b). This is an important reason for performing two-step anaerobic digestion without directly incorporating SOC into the anaerobic tank.

Table 2

Properties of co-feedstocks

C (%)H (%)N (%)C/NVS (%)TS (%)
Sewage sludge 37.13 5.72 6.61 5.64 15.72 21.33 
SOC 43.24 7.12 6.72 6.43 63.22 93.46 
FSOC 52.63 6.32 3.12 16.87 86.41 90.33 
C (%)H (%)N (%)C/NVS (%)TS (%)
Sewage sludge 37.13 5.72 6.61 5.64 15.72 21.33 
SOC 43.24 7.12 6.72 6.43 63.22 93.46 
FSOC 52.63 6.32 3.12 16.87 86.41 90.33 

Change of pH and VFAs

The change in VFA according to pH is shown in Figure 1. The fermentation broth of SOC reached pH 4 after 5.5 days of reaction, and the amount of VFAs at pH 4 remained almost unchanged. Therefore, it was judged that the reaction for the production of FSOC in which SOC was fermented on day 6 was completed. The average pH of SOC was 6.8, whereas the pH decreased with increasing VFAs in FSOC. The prepared FSOC was mixed with the sewage sludge of the anaerobic digester according to the experimental design, and the initial pH showed various values (6.8–7.5) depending on the mixing ratio of the sewage sludge and the FSOC.
Figure 1

Change of pH beside amount of VFAs.

Figure 1

Change of pH beside amount of VFAs.

Close modal

It has been reported that most anaerobic microorganisms, including methanogens, have the best activation within the pH range of 6.8–8.5 (Choi 2020b; Cheng & Brewer 2021). The pH of the anaerobic digester initially decreased due to the production of volatile acids. However, the pH of the digester increased and stabilized as the methanogen consumed volatile acids and alkalinity was created (Chanda et al. 2012; Choi 2020a). With a residence time of about 5 days or more, the methane-forming methanogens begin to consume the volatile acids rapidly. In a properly functioning anaerobic digester, the pH is maintained between 6.8 and 7.2 as the volatile acids are converted to methane and carbon dioxide. The pH of anaerobic systems is strongly influenced by the carbon dioxide content of the biogas. Therefore, a two-step co-digestion process is advantageous to shorten the biogas production lag time and promote the initial activation of methanogens.

Characterization of samples

Because the growth rate of anaerobic microorganisms for biogasification is slow, the rate is greatly affected by changes in the operating parameters of the anaerobic digester. Therefore, for stable operation of anaerobic co-digestion, it is important to maintain/manage operating factors such as pH, C/N ratio, temperature, and VFAs/alkalinity within an appropriate range (Wang et al. 2018; Cheng & Brewer 2021). In addition, when ammonia and heavy metals exceed a certain concentration, close attention is required because the proliferation and activity of anaerobic microorganisms are inhibited by the dissociation equilibrium and toxicity in the anaerobic digester (Choi 2020a, 2021). The microorganisms in the anaerobic digester show different activities depending on the pH range, and since the dissociation equilibrium of inhibitors such as ammonia and VFAs is controlled by the measured pH, it is necessary to maintain an appropriate pH in consideration of the pH value of the organic waste. The pH of the samples ranged from 6.8 to 7.5, and the pH was the lowest in R4, which had the highest content of FSOC (Table 3). The pH of the anaerobic digester initially increased due to the production of volatile acids, but alkalinity was created as the methanogenic bacteria consumed the volatile acids. Then, the pH of the digester decreased, and the process stabilized. Alkalinity has the ability to neutralize acids. Alkalinity is expressed in mg/L by converting the component contained in the form of OH−, CO32−, HCO3− in water to the corresponding CaCO3. In the acid-forming stage, organic acids are produced, but if proper alkalinity is not secured, the pH increases due to the accumulation of the produced organic acids, and the activity of methane bacteria may be inhibited (Cheng et al. 2020; Choi 2021).

Table 3

Characteristics of digesters with different co-substrates ratios

R1R2R3R4
pH 7.5±0.4 7.3±0.3 7.0±0.2 6.8±0.2 
Total solids (TS) (%) 21.3±0.1 42.7±2.1 64.1±1.8 85.5±2.3 
Volatile solids (VS) (%) 15.7±0.4 36.3±1.9 56.9±2.2 77.5±1.2 
VS/TS 73.71±0.02 85.01±0.02 88.77±0.02 90.64±0.02 
Total carbon (%, dry weight) 26.8±0.5 46.6±0.9 52.2±1.5 58.2±1.2 
Total nitrogen (%, dry weight) 4.2±0.1 4.0±0.3 3.9±0.2 3.8±0.4 
C/N ratio 5.64±0.1 11.7±0.3 13.4±0.4 15.3±0.2 
Alikalinity (g as CaCO3/L) 2.48±0.09 1.99±0.05 1.69±0.05 1.46±0.05 
Volatile fatty acids (VFAs) (g/L) 0.46 0.76 1.12 1.89 
VFAs/Alkanity 0.19 0.38 0.66 1.29 
R1R2R3R4
pH 7.5±0.4 7.3±0.3 7.0±0.2 6.8±0.2 
Total solids (TS) (%) 21.3±0.1 42.7±2.1 64.1±1.8 85.5±2.3 
Volatile solids (VS) (%) 15.7±0.4 36.3±1.9 56.9±2.2 77.5±1.2 
VS/TS 73.71±0.02 85.01±0.02 88.77±0.02 90.64±0.02 
Total carbon (%, dry weight) 26.8±0.5 46.6±0.9 52.2±1.5 58.2±1.2 
Total nitrogen (%, dry weight) 4.2±0.1 4.0±0.3 3.9±0.2 3.8±0.4 
C/N ratio 5.64±0.1 11.7±0.3 13.4±0.4 15.3±0.2 
Alikalinity (g as CaCO3/L) 2.48±0.09 1.99±0.05 1.69±0.05 1.46±0.05 
Volatile fatty acids (VFAs) (g/L) 0.46 0.76 1.12 1.89 
VFAs/Alkanity 0.19 0.38 0.66 1.29 

The C/N ratio of the samples was in the range of 5.6–15.3, and the C/N ratio increased as the FSOC content increased. The C/N ratio for the growth of microorganisms is an important factor influencing anaerobic digestion. According to previous studies, the appropriate C/N ratio for anaerobic digestion using sewage sludge is in the range of 15–30 (Hassan et al. 2017; Choi 2020a). However, when using a co-feedstock, the appropriate range of C/N ratio may vary depending on the type of co-feedstock. For example, in the anaerobic co-digestion process, cattle manure, poultry manure, pig manure and sheep manure have relatively low C/N ratios of 7–34. In contrast, rice straw, wheat straw, corn waste, and sugarcane have high C/N ratios of 51–151 (Chanda et al. 2012; Siddique & Wahid 2018). Thus, the C/N ratio varies according to the type of co-substrate in anaerobic co-digestion. The VFAs were measured as 0.46–1.89 g/L, and VFAs/alkalinity was calculated in the range of 0.19–1.29, which corresponds to an appropriate ratio for biogas production except for the R4 sample. VFAs are organic acids generated by the decomposition of organic compounds, but the buffering capacity of the fermentation substrate decreases when they excessively accumulate inside the anaerobic digestion tank (Strazzera et al. 2018; Cheng & Brewer 2021). The concentration of VFAs that inhibits methane formation differs depending on the co-feedstocks. According to a previous study, when the concentration of VFAs is above 4000 mg/L and the ratios of VFAs and alkalinity are above 0.8 in anaerobic co-digestion, the pH decreases and methane production is inhibited (Chanda et al. 2012; Choi 2021). However, the ratio of VFAs/alkalinity was determined above 1.2 using food waste in an anaerobic co-digestion process (Jeong et al. 2019; Karki et al. 2021), but the pH and biogas production did not decrease. Therefore, it is necessary to optimize the ratio of VFAs and alkalinity according to the type of auxiliary substrate and the reaction conditions.

Sludge reduction

Figure 2 showed the TS and VS removal efficiencies in the anaerobic co-digestion process using sewage sludge and FSOC. The TS removal efficiencies of R1, R2, R3 and R4 averaged 28.5, 42.6, 53.2 and 34.8%, respectively, while the VS removal efficiencies were 37.6, 53.7, 64.9 and 44.9%, respectively. The TS removal efficiency was lower than that of the VS for 30 days in anaerobic co-digestion. In particular, R1, which was anaerobically digested with only sewage sludge, showed the lowest removal efficiency, and the R3 sample showed the highest removal efficiency of TS and VS. Chanda et al. (2012) reported an average VS removal efficiency of 53.6% for 30 days in an anaerobic co-digestion process using Jatropha oil seed cake. This result was similar to R2 but has a lower removal efficiency than R3. This is thought to be because Jatropha oil cake contains a higher concentration of long-chain fatty acids compared to FSOC. On the other hand, FSOC decomposed long-chain fatty acids into short-chain fatty acids through a two-step digestion process. In summary, this study showed that the anaerobic co-digestion of FSOC showed higher removal efficiency of TS and VS than that of using only sewage sludge. This is a very attractive advantage of anaerobic co-digestion using FSOC.
Figure 2

Removal of VS and TS in anaerobic co-digestion of FSOC and sewage sludge.

Figure 2

Removal of VS and TS in anaerobic co-digestion of FSOC and sewage sludge.

Close modal

Biogas production

Methane and carbon dioxide content of produced biogas

The cumulative biogas production volumes in the anaerobic co-digestion for R1, R2, R3 and R4 were 175.21, 305.73, 389.67, 253.96 mL/g·VSin, respectively (Figure 3, Table 4). The specific biogas production (mL/g·VS) ranges were 0.01–1.78 for R1, 0.01–3.27 for R2, 0.01–3.59 for R3 and 0.01–0.93 for R4, and the average biogas vs. VS in all samples was observed in a range of 0.59–2.04 mL/g·VS (Figure 4). The production of biogas was low until 3 days after the reaction, and it started to increase after 5 days of the reaction in R1 and R4 samples. In particular, the biogas production increased significantly after 5 days for R2 and R3 samples, and the maximum cumulative biogas yield was observed for R3. The inoculum used to start the process was added according to the ratio of the experimental design, and the microorganisms contained in the inoculum added to the sludge as a co-substrate required an adaptation step. Due to this, the production of methane gas was slowly increased during the start-up period, which was associated with the adaptation phase of the microorganisms to the substrate mixture. According to previous studies, it was reported that the interdependence of microorganisms in the anaerobic co-digestion system is a key factor for biogas production and system stability (Aboudi et al. 2015). In addition, the yield and composition of biogas are greatly affected by the carbohydrate, fat and protein content of the co-feedstock (Chanda et al. 2012). The critical toxicity level of inorganic substances in anaerobic co-digestion depends on whether the co-feedstocks are acting alone or in combination (Strazzera et al. 2018). That is, certain combinations may have synergistic effects, while other combinations may have antagonistic effects. It was confirmed that co-digestion using FSOC as a co-feedstock has a favorable effect on biogas production.
Table 4

Cumulative biogas, CH4 and energy production according to mixing ratio

SamplesCumulative biogas production (mL/g·VSin)CH4 production (m3·CH4/g·VS)Energy Production
(kcal/kg·VS)a(kWh/kg·VS)b
R1 175.21 0.25 2155.0 2.51 
R2 305.73 0.42 3620.4 4.21 
R3 389.67 0.56 4827.2 5.61 
R4 253.96 0.32 2758.4 3.21 
SamplesCumulative biogas production (mL/g·VSin)CH4 production (m3·CH4/g·VS)Energy Production
(kcal/kg·VS)a(kWh/kg·VS)b
R1 175.21 0.25 2155.0 2.51 
R2 305.73 0.42 3620.4 4.21 
R3 389.67 0.56 4827.2 5.61 
R4 253.96 0.32 2758.4 3.21 

aCH4 production×8620 kcal/m3 CH4.

b1 kcal=1.163 Wh.

Figure 3

Cumulative biogas, methane and carbon dioxide yields from anaerobic co-digestion of sewage and FSOC.

Figure 3

Cumulative biogas, methane and carbon dioxide yields from anaerobic co-digestion of sewage and FSOC.

Close modal
Figure 4

Variation of specific biogas yield from anaerobic co-digestion of sewage and FSOC.

Figure 4

Variation of specific biogas yield from anaerobic co-digestion of sewage and FSOC.

Close modal

The average cumulative methane volumes produced over 30 days of the anaerobic co-digestion process were 0.25–0.56 mL·CH4/g·VS, and the methane content of the produced biogas was determined to be in a range of 51.91–72.06% for all samples. The maximum average methane content reached 72.06% for R3, and the minimum average methane content was 51.91% for R1. In R2 and R3, both the process stabilization time was fast and the biogas production was high, and the content of methane gas was also higher than that of the R1 and R4 samples. The carbon dioxide content of the produced biogas was measured in the range of 0.08–0.11 mL/g·VS for all samples, which was in the range of 20–32% of the produced biogas. Sample R1 showed the highest ratio of 32%, and R3 was the lowest with 20%. According to the report of previous studies, the methane content was 60.7–68.0% and carbon dioxide content was 31.7–38.3% in biogas from the anaerobic co-digestion of Jaropha oil cake as a co-feedstock (Chanda et al. 2012). After process stabilization, the average proportion of methane produced from biogas measured by Deshpande et al. (2012) ranged from 68 to 72%, and the amount of carbon dioxide was 28–31%. Similar results for the range of methane concentration of biogas in anaerobic co-digestion using various co-feedstocks were also observed (Chanda et al. 2012; Deshpande et al. 2012; Wang et al. 2018; Pohl et al. 2019; Jhr et al. 2020).

Co-digestion performance index (CPI)

Anaerobic co-digestion can produce synergistic interactions through nutrient balance, trace element supplementation, dilution of toxic and inhibitory compounds, and promotion of microbial diversity (Pan et al. 2019). FSOC also has a high content of nutrients and trace elements, so it increases the diversity of anaerobic microorganisms in anaerobic co-digestion, prevents partial accumulation of VFAs in the digester, and activates methanogenic bacteria at a balanced C/N ratio for biogas production (Hassan et al. 2017; Esteban-Gutiérrez et al. 2018; Pan et al. 2019). A combination of substrates through anaerobic co-digestion can lead to synergistic effects such as dilution of methanogenesis inhibitors, the addition of nutrients to increase biodegradability and/or changes in the microbiome resulting in improved metabolism (Pan et al. 2019; Cheng & Brewer 2021). Ebner et al. (2016) proposed comparing the biomethane potentials of co-digested substrates with a weighted sum of single-substrate biomethane potentials as a measure of synergistic or adversarial interactions. The co-digestion performance index (CPI), or synergy index, is defined as the specific methane yield (SMY) due to co-digestion divided by the weighted average of the SMY obtained from single digestion of each co-feedstock (Pan et al. 2019). A high CPI value does not guarantee the maximum SMY if it is used as a performance indicator. Therefore, both SMY and CPI should be considered to determine the optimal mixing ratio of the common co-feedstock. CPI is used to evaluate antagonistic (CPI<1), additive (CPI=1) and synergistic (CPI>1) interactions in co-digestion (Karki et al. 2021). The calculated CPI was 1.29 for R2, 1.39 for R3, and 1.10 for R4, indicating that R3 had the highest synergistic effect, and R1 was used as a control (Figure 5).
Figure 5

CPI (co-digestion performance index) of different samples.

Figure 5

CPI (co-digestion performance index) of different samples.

Close modal

According to a previous study, when pig manure, corn stover, and cucumber residues were used as co-feedstocks, the CPIs were determined to be 1.9 and 1.8, respectively, indicating a high synergistic effect (Wang et al. 2018). On the other hand, when food waste, toilet paper, oat straw and cow manure were used as co-feedstocks, CPIs were 1.0 and 1.5, respectively, and no synergistic effect was found in anaerobic co-digestion (Zhao et al. 2018; Kim et al. 2019). As such, the synergistic effect for biogas production is determined depending on which co-feedstock is used for anaerobic co-digestion.

Table 5 summarizes the amount of biogas produced using various co-feedstocks. Sugarcane straw, wheat straw, rice straw and fallen leaves showed low methane production of 0.067–0.174 mL/g·VS, whereas Jatropha and sunflower oil cakes reached high methane production in the range of 0.422–0.460 mL/g·VS. De-oiled seed cakes have a high VS content, including hard lignocellulose, proteins, digestible carbohydrates and lipids (Jhr et al. 2020), with the lipid content contributing the most to CH4 formation. Higher operating temperatures, lower substrate concentrations and lower lignin content provide higher biogas yields. Although the oil seed cake contains some lignin, most of the lignocellulosic matrix degrades during oil extraction, resulting in a low C/H ratio (9–12) and a high CH4 yield (Choi 2020a; Paritosh et al. 2021). In this study, 0.56 mL/g·VS of methane production was measured for R3, which produced about twice as much methane gas than sugarcane straw or fallen leaves.

Table 5

Biogas yield by various co-feedstock

FeedstockOperating conditions
CH4 Yield (mL/gVS)References
C/NTime (day)
Wheat straw 53.5 40 0.1779 Hassan et al. (2017)  
Rice straw 59.5 30 0.1743 Kainthola et al. (2019)  
Fallen leaves 58.9 30 0.0673 Elsayed et al. (2021)  
De-oiled rice bran 16.5 40 0.270 Jhr et al. (2020)  
Pig manure 13.0 85 0.3587 Wang et al. (2018)  
Suldge and fishwaste (7:3)  30 0.38 Choi (2020a)  
Food waste 15.1 30 0.447 Tang et al. (2019)  
Jatropha oil cakes 12.7 30 0.422 Chanda et al. (2012)  
Pongamia oil cakes 8.7 30 0.448 Chanda et al. (2012)  
Sunflower oil cake 11.8 0.460 Raposo et al. (2009)  
Sewage sludge and fermented sesame seed oil cake (7:3) 11.7 30 0.42 This study 
Sewage sludge and fermented sesame seed oil cake (5:5) 13.4 30 0.56 This study 
FeedstockOperating conditions
CH4 Yield (mL/gVS)References
C/NTime (day)
Wheat straw 53.5 40 0.1779 Hassan et al. (2017)  
Rice straw 59.5 30 0.1743 Kainthola et al. (2019)  
Fallen leaves 58.9 30 0.0673 Elsayed et al. (2021)  
De-oiled rice bran 16.5 40 0.270 Jhr et al. (2020)  
Pig manure 13.0 85 0.3587 Wang et al. (2018)  
Suldge and fishwaste (7:3)  30 0.38 Choi (2020a)  
Food waste 15.1 30 0.447 Tang et al. (2019)  
Jatropha oil cakes 12.7 30 0.422 Chanda et al. (2012)  
Pongamia oil cakes 8.7 30 0.448 Chanda et al. (2012)  
Sunflower oil cake 11.8 0.460 Raposo et al. (2009)  
Sewage sludge and fermented sesame seed oil cake (7:3) 11.7 30 0.42 This study 
Sewage sludge and fermented sesame seed oil cake (5:5) 13.4 30 0.56 This study 

Lignocellulosic biomass feedstock has great potential in anaerobic co-digestion due to its abundance, low cost and high availability throughout the year. However, the slow hydrolysis rate of lignocellulosic-based biomass in general limits the single digestion of these highly recalcitrant feedstocks, which is often addressed by utilizing expensive pretreatment (Cheng & Brewer 2021; Paritosh et al. 2021). Pretreatment to improve the stability of the anaerobic process has been used to loosen the structure of the biomass, release more readily degradable components, increase the accessible surface area, and remove toxic saponins from the oil seed cake (Grübel et al. 2019; Cheng & Brewer 2021). In particular, some methanogenesis-inhibiting compounds, such as furfural and hydroxymethyl-furfural, are inevitably released from the pretreatment of lignocellulosic biomass (Monlau et al. 2013; Jhr et al. 2020; Karki et al. 2021), meaning that not all pretreatments have a positive effect on CH4 production. It was recently reported that CH4 production was improved by more than 17% using an efficient two-stage anaerobic co-digestion (Pohl et al. 2019; Cheng & Brewer 2021; Karki et al. 2021). According to a previous study, methanogenesis inhibiting compounds were not significantly produced in the two-step anaerobic digestion (Pohl et al. 2019; Choi 2020a; Paritosh et al. 2021). In addition, two-stage anaerobic co-digestion can reduce the use of chemicals (Siddique & Wahid 2018; Choi 2020a, 2020b).

Kinetic data

An analysis of the kinetics during anaerobic co-digestion was conducted to find the optimal conditions for biogas production by analyzing the mechanism of microbial activity and removing factors that interfere with the process (Choi 2020b). Since the production of biogas is closely related to the growth and activation of methane microorganisms, the produced biogas is a result of the growth and activation of microorganisms (Choi 2020a). The modified Gompertz equation (Equation (3)) was used for the kinetic analysis of microorganisms for biogas production in the anaerobic co-digestion process, and the results are summarized in Table 6. The λ (d) representing the reaction delay time was 5.86, 2.89, 2.33 and 3.61 for R1, R2, R3 and R4, respectively, with R1 being the longest and R3 being the shortest. In particular, R2, R3 and R4 samples using FSOC had shorter reaction delay times for biogas production compared with R1 using only sewage sludge. These results confirm that FSOC improves the biodegradability of sewage sludge, and it is also demonstrated that methanogenic archaea are activated in a short time in anaerobic co-digestion. The shorter the reaction delay time of microorganisms in the anaerobic co-digestion process, the faster the adaptation time of microorganisms for biogas production, which is also related to biogas production. This is because the production efficiency of biogas in the anaerobic co-digestion process depends on the activity of microorganisms. The values of M and Rmax were inversely proportional to the value of λ. In other words, methanogenic microorganisms were activated earlier for shorter reaction delay times, which led to an increase in methane production. These results are also related to the value of C/N ratio mentioned above. The ratio of the value of M to the Mmax value, which can be interpreted as the conversion efficiency of organic matter into methane in anaerobic co-digestion, was in the range of about 97.80–99.34% when using FSOC. This was about 10% higher than the case where only sewage sludge was used (87.88%). These results showed that there is a way to achieve stable digestion conditions by balancing the nutritional status in anaerobic co-digestion of FSOC. The correlation coefficients (R2) showed high significance for all samples in the range of 0.9907–0.9989. In particular, R3 showed the highest correlation of 0.9989. Considering these results, anaerobic co-digestion in which FSOC is acid-fermented and combined with sewage sludge is a new useful method that can simultaneously treat waste and produce biogas.

Table 6

Kinetic parameters from different models in anaerobic co-digestion

SamplesMmaxRmaxλMχ2R2
R1 207.59 21.62 5.86 182.24 1.9362 0.9907 
R2 924.75 58.43 2.89 918.65 1.5011 0.9963 
R3 1253.11 64.57 2.33 1236.42 1.2734 0.9989 
R4 509.01 37.19 3.61 497.83 1.8344 0.9923 
SamplesMmaxRmaxλMχ2R2
R1 207.59 21.62 5.86 182.24 1.9362 0.9907 
R2 924.75 58.43 2.89 918.65 1.5011 0.9963 
R3 1253.11 64.57 2.33 1236.42 1.2734 0.9989 
R4 509.01 37.19 3.61 497.83 1.8344 0.9923 

M is the cumulative methane yield (mL of CH4/d) at time t, Mmax is the maximum methane formed (mL of CH4/d), Rmax is the maximum rate of methane production (mL of CH4/d), e is Euler's constant, λ is the lag phase constant (d).

Stability indicators of co-digestion and estimation of energy balance

Energy-economic calculations for anaerobic co-digestion using FSOC may affect the feasibility of anaerobic co-digestion and may influence the assessment of whether FSOC can be used continuously as a co-feedstock (Zhang et al. 2019; Karki et al. 2021). Table 4 summarized an energy-economic analysis that was performed using methane gas produced when biogas was produced by anaerobic co-digestion using FSOC. The amount of energy recoverable was calculated by measuring the amount of methane in the total amount of biogas generated and using the calorific value of methane. The amount of methane produced per input VS showed the highest value in R3, and thus the amount of energy recovery was also highest in R3 at 5.61 kWh, followed by R4 at 4.21 kWh. R4 and R1 showed values of 2.51 and 3.21 kWh, respectively, and R1 showed the lowest energy production. In particular, R3 produced about 2.24 times more energy than that of R1, so a ratio of 5:5 is recommended when biogas is produced by anaerobic co-digestion of FSOC. Combining the experimental results of biogas generation, organic matter removal, and methane content in biogas, it was found that when sewage sludge and FSOC were mixed in anaerobic co-digestion, more energy could be recovered compared to the anaerobic process using only sewage sludge.

Sewage sludge reduction and biogas production were measured in a two-step anaerobic co-digestion process with sesame oil cake. Sewage sludge and FSOC was mixed in various ratios of (100:0 (R1), 70:30 (R2), 50:50 (R3), and 30:70 (R4)) and observed for 30 days at a mesophilization temperature of 35±2 °C. The C/N ratio increased from 6.43 for SOC to 16.87 for FSOC, and the content of carbon and hydrogen that affects the growth of microorganisms in anaerobic co-digestion increased in FSOC rather than in SOC. The average TS removal reached 28.5, 42.6, 53.2 and 34.8%, while VS removal was 37.6, 53.7, 64.9 and 44.9% for R1, R2, R3 and R4, respectively. The cumulative biogas volumes produced in R1, R2, R3 and R4 were 175.21, 305.73, 389.67, and 253.96 mL/g·VSin, respectively. In addition, the cumulative methane production during 30 days of the anaerobic co-digestion process was confirmed to be 51.91–72.06% of the produced biogas. The CPI values were 1.29 for R2, 1.39 for R3, and 1.10 for R4, indicating that R3 had the highest synergistic effect. In terms of the reaction delay time λ (d), R1, R2, R3 and R4 showed values of 5.86, 2.89, 2.33 and 3.61, respectively, with R1 being the longest and R3 being the shortest. This means that the microorganisms contained in the R3 sample had the shortest adaptation time, and thus the production of methane gas was the highest compared to other samples. Finally, the amount of energy recovery in R3 was the highest at 5.61 kWh. Therefore, when producing biogas by anaerobic co-digestion of FSOC, a mixing ratio of 5:5 is recommended. Overall, the anaerobic co-digestion of FSOC can recover more energy and further reduce sludge compared to an anaerobic process using only sewage sludge based on the combined experimental results of biogas production, organic matter removal and methane content in biogas.

Co-feedstocks used for anaerobic co-digestion should be substances that can increase methanogenesis and reduce sewage sludge, and substances that can interfere with methanogenesis should be avoided. The sesame oil cake (SOC) contains large amounts of components such as protein, carbon, nitrogen, phosphoric acid and potassium, and it is known to have a high carbon content (C/N ratio). Therefore, SOC can be an excellent candidate as a co-feedstock for biogas in anaerobic co-digestion. However, ligno-cellulose, protein and fat contained in SOC can inhibit the formation of methane gas due to slow hydrolysis. However, if a two-stage digestion process (acidogenic fermentation and anaerobic co-digestion) is used, the problems appearing in the single-stage co-digestion process can be addressed.

This research was supported by the Basic Science Research Program and ‘Regional Innovation Strategy (RIS)’ through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (MOE) (2021R111A305924311; 2022RIS-005).

All authors whose names are listed in this manuscript certify that they have participated sufficiently in this work to take public responsibility for content, including participation in the concept, design, collection, analysis, writting, and revision of the manuscript.

This research was supported by the Basic Science Research Program and ‘Regional Innovation Strategy (RIS)’ through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (MOE) (2021R111A305924311; 2022RIS-005).

Not applicable.

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The authors declare no competing interests.

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

The authors declare there is no conflict.

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Supplementary data