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Article

Feasibility of Thermal Utilization of Primary and Secondary Sludge from a Biological Wastewater Treatment Plant in Kaliningrad City

1
Institute of Living Systems, Immanuel Kant BFU, 236041 Kaliningrad, Russia
2
Environmental Protection Department, Perm National Research Polytechnic University, 614000 Perm, Russia
3
Department of Inorganic Chemistry, Chemical Technology and Technosphere Safety of Perm State National Research University, 614990 Perm, Russia
*
Authors to whom correspondence should be addressed.
Energies 2022, 15(15), 5639; https://doi.org/10.3390/en15155639
Submission received: 29 June 2022 / Revised: 27 July 2022 / Accepted: 1 August 2022 / Published: 3 August 2022
(This article belongs to the Special Issue Environmental Applications of Bioenergy and Biomass)

Abstract

:
Hydrothermal liquefaction (HTL) of sewage sludge is considered in the article as an analogue of the natural processes of oil formation (catagenesis). A comparison of the physicochemical composition of primary and secondary sludge with type II kerogen (natural precursor of oil) showed their similarity. Both types of sludge have a slightly higher level of oxygen and nitrogen. The study tested the hypothesis that the elements included in the inorganic part of the oil source rocks can have a catalytic effect on the oil formation processes. For the conducted studies of sludge HTL, the catalysts containing cations and substances found in oil source rocks were chosen: as homogeneous catalysts (KOH, NaOH, NH4Fe(SO4)2, CoCl6, NiSO4, CuSO4, ZnSO4, MoO3) and as heterogeneous catalysts (MgO, Zeolite, Al2O3). The effectiveness of catalysts containing metal ions, zeolite and aluminum oxide has been proven. The highest biocrude yield was achieved in a process with NiSO4 as the catalyst in a dose 2 g per 10 g of sludge: oil yield increased by 34.9% and 63.4% in the processing of primary and secondary sludge, respectively. The use of catalysts provided an increase in fuel HHV by 10.8–12.5%, which is associated with a decrease in oxygen content (by 10.8–43.2%) with a simultaneous increase in carbon (by 7.9–10.9%) and hydrogen (by 6.5–18.7%) content.

1. Introduction

The generation of sewage sludge increases annually as a result of the world′s population growth and the development of the centralized sewerage system [1]. The world’s volume of sewage sludge generation is about 50–120 million tons (d.m.) per year [2]. In 2019, around 10.6 million tons of sludge was generated in Russia, including 2.5–3 million tons (d.m.) of municipal wastewater treatment sludge [3]. Countries surrounding the Baltic Sea generate approximately 4.0 million tons of sludge per year (d.m.) [4]. Currently, in Russia, only 8% is incinerated or composted and 92% of sludge is disposed on landfills, causing a negative environmental impact [5]. According to cost analysis, sewage sludge management accounts for roughly 50% of the total wastewater treatment plants operating cost in developed countries [6]. Thus, sewage sludge disposal is becoming an urgent global problem, making effective and sustainable sewage sludge management crucial.
Simultaneously, one of the most pressing issues for modern society is the reduction in CO2 emissions from fossil fuels burnout processes. One of the ways to reduce the climate load is the use of organic waste for direct fuel production.
Technologies for the direct transformation of organic waste into fuel can be roughly divided into two groups: biochemical and thermochemical. The most appropriate treatment method depends on the composition of the sludge, the desired energy results, environmental standards and economic feasibility. Traditional methods of thermal conversion of sewage sludge include combustion, pyrolysis and gasification. A number of authors note that among the thermal methods, only combustion has a positive final energy balance [7]. Traditional pyrolysis and gasification processes are associated with a number of significant limitations, including low energy efficiency (due to the fact that additional drying of sludge is required) and highly complex reactors. The aforementioned difficulties that accompany the use of pyrolysis and gasification for the utilization of sludge are the reason for its limited use; there are only a few examples of their commercial applications worldwide [8,9].
In this regard, hydrothermal methods represent a group of technologies that have shown a high potential for processing wet sewage sludge and, simultaneously, fuels produced in various forms. The moisture in the sludge or biomass is used as the reaction medium during hydrothermal conversion and acts as a solvent and a source of radicals for the treatment of sewage sludge [10]. Hydrothermal processes can be roughly divided into hydrothermal liquefaction, gasification and carbonization. However, the most promising hydrothermal technology is liquefaction. HTL produces oil from sludge with a high moisture content, at 280–350 °C, and a pressure of 4–20 MPa [11,12]. Compared to traditional pyrolysis, which requires biomass drying, processing wet sludge can reduce energy consumption by 30% [13]. The number of studies in this area is growing exponentially. An analysis of the conditions and efficiency of the process (Table 1) allows us to conclude that it is possible to achieve up to 50% yield of oil by HTL sludge processing, even without the use of catalysts and organic solvents [11,14,15,16].
At the same time, the use of homogeneous alkaline catalysis and metal-containing heterogeneous catalysts can increase fuel yield by 8–140%. According to Basar et al. [12], bio-oil obtained from primary and secondary sludge is characterized by high energy content (HHV at the level of 22–48 MJ/kg), low content of nitrogen (3–7%) and oxygen (10–17%), but rather high sulfur content (0.5–2%).
There is a point of view that the hydrothermal liquefaction of biomass mimics the natural geological process of oil formation in an accelerated manner. Looking at the problem from this angle and attempting to develop a nature-like method of oil production, the question of considering the patterns of natural oil genesis and the composition of natural oil precursors becomes important. In view of the foregoing, this paper compares the physicochemical composition of sewage sludge with kerogen (oil natural precursor) for the first time.
Selecting catalytic systems for the HTL of sludge in most studies is based on empirical experience gained in the practice of oil cracking and thermal conversion. Considering HTL in terms of approaching the oil formation natural process is the advanced hypothesis that there is an influence of the mineral phase composition of source rocks on the processes of catagenesis. Thus, a promising strategy of effective catalysts choosing for HTL is their selection from chemical elements and compounds which are included in oil source rocks. The paper presents novel results by evaluating the effectiveness of catalysts for the HTL of sewage sludge.
This study aimed to assess the resource potential of primary and secondary sludge from the biological treatment plant in Kaliningrad in terms of its use for fuel production in catalytic HTL. In addition, the goal was to evaluate the effectiveness of the maximum approximation of the HTL process compared to the natural conditions of catagenesis.

2. Materials and Methods

2.1. Materials

Samples of dried sludge were received in April, 2022 from a biological wastewater treatment plant (Kaliningrad, Russia). The design capacity of the treatment facilities is 150,000 m3 per day. The treatment plant under discussion takes wastewater from households, partly storm water, and wastewater from industrial enterprises (mainly food industry). The plant implements a traditional biological treatment process, which includes mechanical treatment with grids, sand traps and radial primary clarifiers. The sludge from the primary clarifiers is discharged by airlift pumps to the dewatering station equipped with a belt filter press. Furthermore, wastewater treated in aeration tanks with active sludge.
The samples were dried at 60 °C and crushed in a knife crusher and sieved in order to achieve a fraction size of 2–4 mm. Then, the resulting fraction was dried to a constant weight (for 12–18 h) in an oven at 104 °C.
Catalysts were purchased from Russian suppliers (OOO “LenReaktiv”, SaintS Petersburg, Russia).

2.2. Sludge Characterization Methods

Water content of sludge was determined gravimetrically by drying at 104 °C to a constant weight. Ash content was also measured gravimetrically by ignition at a temperature of 550 °C in accordance with ASTM-E1755-01R20 [21].
For the elemental analysis of sludge, the elemental analyzer Vario EL Cube (Hanau, Germany) CHNS model was used. The content of elements was determined based on the area of the chromatographic peaks of N2, CO2, H2O, and SO2], using a calibration straight line constructed from standard compounds [22]. Each sample was analyzed in three independent parallels and the mean values are presented.
The protein content was determined using the Kjeldahl method [23], which consists of mineralizing organic matter with sulfuric acid in the presence of a catalyst, forming ammonium sulfate, destroying ammonium sulfate with alkali, releasing ammonia and removing ammonia with water vapor into a solution of boric acid. Mineralization of the sample was carried out in a digester at a temperature of 360 °C for 120 min.
Total lipid content was determined in accordance with Russian standards gravimetrically by extraction of crude fat from a sample with diethyl ether in a Soxhlet apparatus, removing the solvent and weighing the defatted residue [24].
Carbohydrate content was calculated using the following equation:
Carbohydrate content % = 100 % lipid content % d . m . protein content % d . m . ash content % d . m . ,
Simultaneous thermal analysis was used for the evaluation of calorific value and the thermal properties of sludge samples. For these purposes, a NETZSCH STA 449C Jupiter synchronous thermal analysis instrument (NETZSCH-Gerätebau GmbH, Selb, Germany) was used. Tests were conducted in an oxidizing (air) environment with a heating rate of 20 degrees/minute and a furnace gas flow rate of 40 mL/min, and the PtRh20 85 µL crucible was used.

2.3. Hydrothermal Liquefaction Procedure

The HTL process was carried out in a stainless-steel autoclave reactor (volume 300 mL) equipped with a magnetic stirrer, external electric heating, manometer and thermocouple (Eartha Zhang′s, PRC). The average heating rate is 10 deg/minute. The sealing reactor was purged with N2 beforehand. Temperature was in all experiments 260 °C, retention time 20 min, pressure 4.4 MPa and sludge dose 10 g (d.m.) per 100 mL distilled water. Dose for all catalysts was 2 g per 10 g of sludge (d.m.).
Upon completion of the process, the reactor was cooled with water to 24 °C. Gas products were vented. At this stage of the study, the composition of the gas phase was not analyzed. A periodic assessment of gases volume showed that their quantity did not exceed 200 mL (atm).
Solid residue was separated from the liquid phase by filtration. The filtered cake was dried at 104 °C in an oven to a constant weight. The oil fraction was extracted from the remaining liquid phase with dichloromethane and separated from the aqueous phase using a funnel. The distillation of the solvent was carried out using a rotary vacuum evaporator at 40 °C and vacuum 0.780 bar. The scheme of the experiment is shown in Figure 1.

2.4. Products Characterization Methods

Thermogravimetric analysis in argon atmosphere of biocrude was performed with a NETZSCH STA 449C Jupiter synchronous thermal analysis instrument (NETZSCH-Gerätebau GmbH, Selb, Germany). The heating rate was 20 degrees/minute, the furnace gas flow rate was 40 mL/min, and PtRh20 85 µL was used. TGA was used as the analog of oil distillation. Three three volatile fractions were calculated: with boiling temperature 42–150 °C—gasoline; 150–360 °C—kerosene and diesel; 360–500 °C—heavy fuel oil. The elemental composition of C, H, N and S was assessed using the elemental analyzer Vario EL Cube (Hanau, Germany) CHNS model.

3. Results and Discussion

3.1. Primary and Secondary Sludge Characterization

Active sludge is a complex heterogeneous mixture of organic compounds (content 50–90% d.m.) and mineral components (content 10–50% d.m.), including total nitrogen (content 3.4–4.0% d.m.), and phosphorus (content 0.5–2.5% d.m.) [4,25]. The composition of sludge from biological treatment plants is not constant and varies depending on the stage of culture growth and the composition of the utilized substrate. The content of key biogenic elements C, H, N, S, and O in the biomass is an important parameter, since it allows predicting potential calorific value and fuel quality, as well as the viability of using one or the other methods of sludge processing. Table 2 presents the results of the elemental composition analysis of primary and secondary sludge.
Shchetinin [26] propose the following typical empirical formula for excess secondary sludge C5H7O2N. In our case, this ratio was slightly different, so the formula for the studied sludge was C5H12O2N, which indicates a higher content of fats and carbohydrates and a lower content of proteins in the sludge biomass. This was further confirmed by the analysis of the main groups of organic substances (Table 2). Therefore, it was found that lipids content in the secondary sludge is 10.2% d.m. or 14.8% of volatile solids, which is slightly higher than that reported in the literature (8–12%) [12]. The content of proteins was 29.6% of volatile solids; according to the literature data, this parameter varies from 48 to 52% [27]
The elemental composition of sludge from the primary clarifiers varies over a very wide range depending on the type of sewage system of the served area, type of subscribers, season, times of day, etc. In our case, the composition of primary sludge is fairly similar to that of active sludge. The difference is in the higher content of nitrogen, as primary sludge is rich in proteins and heterocyclic nitrogen-containing chemicals (for example, indoles) [28]. The molecular formula for the investigated primary sludge is the following: C15H27O5N.
The content of proteins, as expected, was 2 times lower (13.7% of volatile solids) than in secondary sludge. This led to a similar decrease in the nitrogen content in biomass: from 10.2% in secondary sludge to 4.2% in primary sludge.
As noted earlier, an attempt to draw a parallel between HTL and natural processes of oil formation was made in this study. A common oil formation hypothesis is the biogenic one, which outlines three steps in the process of organic matter transformation [29]: diagenesis; catagenesis and metagenesis. The first stage involves normal sedimentation of organic matter of phyto- and zooplankton and phytobenthos biomass and its biological transformation due to anaerobic/anoxic degradation, which eliminates oxygen-containing groups. The product obtained at the first stage of transformation is usually called kerogen [29]; it has a higher content of carbon and a lower content of oxygen in comparison with raw biomass. All kerogen varieties can be categorized into three types, according to B. Tissot [29]. The biomass of algae, phytoplankton, and zooplankton in seas and oceans form type II kerogen, which is chemically closest to primary and secondary sludge. It should be emphasized that type II kerogen is a typical precursor to liquid hydrocarbons. The hypothesis that the production of liquid hydrocarbons is possible only in an aquatic environment is now widely accepted. Additionally, the transformation of terrestrial vegetation leads to the formation of coal and gaseous hydrocarbons [29]. In this study, the composition of sewage sludge is compared with type 2 kerogen (Table 2).
Table 2. Comparison of kerogen and sewage sludge composition.
Table 2. Comparison of kerogen and sewage sludge composition.
ParameterType II Kerogen [29]Sludge from the Primary ClarifiersExcess Secondary Sludge
C content, %70–7354.58 ± 2.3356.66 ± 0.31
H content, %8–98.20 ± 0.288.93 ± 0.11
O content, %9–1125.30 ± 0.9620.74 ± 0.18
N content, %1–24.22 ± 0.2510.22 ± 0.12
S content, %0.78–1.27n/an/a
H/C ratio (atomic)0.5–1.251.81.89
O/C ratio (atomic)0.1–0.30.350.27
Ash content (% d.m.)-26.93 ± 0.2331.3 ± 0.13
Total lipid content (%)-5.2 ± 0.510.2 ± 0.7
Total protein content (%)-9.98 ± 0.2120.32 ± 0.21
Total carbohydrates content (%, calc.)-57.89 ± 0.2638.179 ± 0.25
Comparisons of the elemental composition of sludge with type II kerogen (Table 3) have shown that both types of sludge contain nearly the same amount of hydrogen and carbon, but a significantly larger amount of oxygen, which is associated with the presence of a considerable number of hydrocarbons. At the same time, the nitrogen content in the secondary sludge is almost 10 times and in primary 4 times higher than in type II kerogen. Therefore, it is necessary to pretreat the biomass using catalytic or biochemical methods, which ensures the destruction of some organic substances and removes oxygen and nitrogen from the biomass in order to obtain high quality bio-oil. The second scenario for solving this problem is condition-produced fuel, which undoubtedly will have a higher content of oxygen and nitrogen.
The dynamics of the thermal destruction of secondary and primary sludge was evaluated at the second stage of the research using synchronous thermal analysis (STA) and thermogravimetric analysis (TG). The research results are presented in Figure 2 and Figure 3.
The process of sludge thermal decomposition in air has three stages: moisture evaporation (up to around 150 °C), organic compound decomposition (up to 500 °C), and inorganic compound transformation (over 550 °C). The presence of diverse compounds in sludge allows us to see unique peaks on the thermogram, which are defined by variable rates of mass loss and heat flux intensity.
It is widely acknowledged [30] that the peak at 349 °C is caused by the destruction of biodegradable organic matter up to a temperature of 350–380 °C. The second peak on the thermogram, which appears at the temperature of 467 °C, is caused by the oxidation of the previously formed coke and the destruction of other resistance organic matter, which includes lignin. In the third stage, at the temperature 550 °C, inorganic compounds are transformed into new crystalline forms [30]. After thermal destruction, 33.2% of original matter remains.
Based on the data of thermogravimetric analysis, the first combustion index was determined, which characterizes the combustion activity of a fuel sample [31]. The combustion index (S) [31] is used to compare the flammability of different fuel samples and it is calculated using Formula (2).
S = R max × R averege T i 2 × T b
where Rmax—maximum mass loss rate, Raverege—average mass loss rate (from ignition to burnout of fuel samples); Ti and Tb—ignition temperature and burnout (ashing) temperature of fuel samples.
All specified parameters for calculating the combustion index were set according to the STA and TGA graphs. Figure 3 provides a visual representation of the process used to calculate the values of Ti, Tb, Rmax, and Tmax. The temperature Tmax corresponded to the maximum mass loss rate Rmax.
Table 3. Main thermal characteristics of primary and secondary sludge.
Table 3. Main thermal characteristics of primary and secondary sludge.
ParameterSecondary Sludge Primary Sludge Sawdust [32]
Ignition temperature (Ti), °C220200308
Maximum mass loss rate temperature (Tmax), °C299508443
Ashing temperature (Tb), °C520550490
Maximum mass loss rate (Rmax), %/min6.68.539
Average mass loss rate (Raverege), %/min4.23.85.2
Combustion index (S), ×10−61.11.54.36
Ash content, %24.933.211.95
HHV, MJ/kg (d.m.)8.697.4115.86
Initial water content, %92–9892–95
It was found that secondary sludge is characterized by a higher total calorie content, which is associated with a higher portion of organic compounds, in comparison with primary sludge, which is characterized by a higher portion of mineral components (ash content of primary sludge is 33% higher than secondary sludge). A calculation of the true calorific value (calorific value of only volatile organic compounds) showed that HHV (v.m.) of secondary sludge is 13.47 MJ/kg and of primary sludge this value is 10.55 MJ/kg.
The comparison of the combustion indices of primary and secondary sludge indicates low combustion dynamics, even in comparison with sawdust. As is well known, fuels with a low burnout rate are prone to incomplete burnout and agglomeration. This factor with sludge high moisture content limits its direct combustion. Thus, taking the high initial water content of sludge into account, HTL should be considered as the more promising technology studied in this work. The results of the HTL process studies are presented below.

3.2. Catalytic Sludge Hydrothermal Liquefaction

According to Tissot, the formation of oil from kerogen proceeds at the stage of catagenesis at a temperature of 50–150 °C and pressure of 30–150 MPa. The choice of optimal process conditions was based on the successful practice described in the literature. Based on the analysis, it was decided to increase the reaction temperature to 260 °C and reduce the pressure to 4–7 MPa (concerning the natural conditions of catagenesis).
In order to bring the conditions of the HTL process as close as possible to the natural ones, the search for catalytic systems was carried out from elements included in the oil source rocks.
As is well known, oil source rocks are most often black mudstone, which are dark-colored sedimentary rocks rich in organic matter (5% or more carbon content). The inorganic base of black mudstone is represented by clay minerals and quartz grains. In terms of chemical composition, the main components are aluminum oxide, silicon oxide, calcium, potassium, sodium and magnesium oxides, iron sulfides and oxides, phosphorus as part of mineral complexes and certain trace elements (U, V, Cu, Ni, Mn, Ti, Co, Zn) [27].
At this stage of the research, we chose as homogenous catalysts: KOH, NaOH, H4Fe(SO4)2, CoCl6, NiSO4, CuSO4, ZnSO4, MoO3. Catalysts cations included in the listed salts and alkalis were considered as the target active components. For heterogeneous catalysis, we chose MgO, Zeolite and Al2O3 as the main compounds of black mudstone. The results of the experiments are presented in Table 4 and Figure 4.
The results of the catalytic HTL of sludge showed that the alkaline catalysis does not have a positive effect on bio-oil yield, although some researchers achieved a positive effect [17,18]. It is difficult to find an explanation for this fact. This experiment was repeated many times with different doses of alkalis, but none of them gave a positive effect.
The best catalytic effect for secondary sludge HTL was achieved in the presence of catalysts of NiSO4 (increase of oil yield by 63.4%), NH4Fe(SO4)2 (increase of oil yield by 43.6%) and CoCl6 (increase of oil yield by 49.3%). At the same time, no similar catalytic effect was observed when using the same catalysts for the conversion of primary sludge; moreover, with CoCl6, the fuel yield decreased by 6%. This phenomenon is related to the fact that sludge has a different chemical composition.
Catalysts that have shown maximum efficiency in the process of secondary sludge conversion most likely catalyze proteins and fats destruction, of which the content in secondary sludge is higher than in primary. At the same time, all used catalytic systems turned out to be less efficient in the processes of primary sludge conversion. The maximum increase in bio-oil yield (by 34.9%) was achieved during primary sludge conversion with NiSO4 as the catalyst.
Thus, homogeneous catalysis NH4Fe(SO4)2 and NiSO4 showed a stable positive result for primary and secondary sludge, and can be recommended for further extended studies in order to assess the effect of HTL process parameters and catalyst concentration on oil yield.
The heterogeneous catalysis had modest results in oil yield promotion. Usage of zeolite as catalysts for primary and secondary sludge allows an increase in oil yield by 8.5% and 17.4%, respectively, with the usage of Al2O3 oil yield growth by 27.4% and 24.5%. Aluminum oxide can be recommended for further consideration in extended experiments.

3.3. Bio-Oil Characterization

As mentioned above, TGA of oil was carried out in this study to assess the composition of substances by boiling points. The TGA of oil was carried out in four experiments: two experiments without catalytic systems and two experiments with a catalyst. Since the best result was obtained using nickel sulfate, the bio-oil from this experiment was subjected to analysis (Table 5).
Distribution of bio-oil substances by boiling temperatures showed that the content of residue (ash and chark) in the oil from secondary sludge is much lower than from primary sludge, which is associated with a lower mineralization of the initial biomass. However, at the same time, the share of light and medium-boiling products in the composition of oil from the primary sludge is 58.5% and from the secondary 56.1%. The use of a catalyst significantly affected the share of non-combustible residue: the decrease in its share during the processing of primary and secondary sludge was by 26.2% and 47.9%, respectively. The share of fractions with a boiling point up to 360 °C during the processing of primary sludge with the catalyst remained effectively unchanged, while during the processing of secondary sludge the share of this fraction increased by 17.5%.
An analysis of the elemental composition of oil is presented in Table 6. High heating value (d.m.) was calculated using Equation (3) (proposed for HHV calculation by Channiwala [33]) and the results of the elemental composition of bio-oil.
HHV = 0.3491 C + 1.1783 H 0.0151 N + 0.1005 S 0.1034 O 0.0211 A
where C, H, N, S, O—element content, % d.m; A—ash content, % d.m.
The results of the calculations showed that the calorific value of the fuel with the use of catalysts increased significantly by 10.8–12.5%, which is associated with a decrease in the proportion of oxygen in the fuel and its ash content. Through the use of catalysts, the content of carbon increases by 7.9–10.9% and hydrogen by 6.5–18.7%. At the same time, the content of nitrogen and sulfur in the fuel remains practically unchanged.

4. Conclusions

Samples of primary and secondary sludge contain a complex of organic substances with energy potential. On the basis of synchronous thermal and thermogravimetric analysis, low combustion dynamics of the dry matter of studied primary and secondary sludge was proved; so, for PS and SS, the combustion index was 1.1 × 10−6 and 1.5 × 10−6, respectively, which is 4 times lower than that of sawdust. The high ash content of secondary sludge (33.2%) and primary sewage sludge (24.9%), their HHV (d.m.) of 8.69 MJ/kg and 7.41 MJ/kg, respectively, as well as the high initial humidity (approximately 92–98%), led to the conclusion that use of traditional thermal conversion methods for their disposal (pyrolysis, gasification, and incineration), which require preliminary drying of the waste, is infeasible.
Hydrothermal liquefaction is a nature-like technology because it replicates the processes of kerogen transformation in the catagenesis. The properties of type II kerogen (the closest analogue) and primary and secondary sludge were compared, and it was discovered that sludge is similar to the natural oil precursor and can be successfully used for biofuel production. At the same time, the samples of sludge contained a higher amount of oxygen and nitrogen, which, in natural conditions of oil formation, decreases at the stage of diagenesis through destruction under anoxic/anaerobic conditions.
This study has shown the effectiveness of catalysts searching for HTL among the cations and substances included in the oil source rocks. The best results have been obtained with NiSO4 as the catalyst, the use of which provided oil yield increased by 34.9–63.4%. Among the heterogeneous catalysts, aluminum oxide showed the maximum efficiency: oil yield growth was 24.5–27.4%. The use of catalysts provided an increase in fuel HHV by 10.8–12.5%. Along with this was observed a decrease in oxygen content and an increase in carbon and hydrogen content. In the future, it is crucially important to continue research on the search for effective catalysts, as well as to run expanded studies with catalysts selected based on the results of this investigation.

Author Contributions

Formal analysis, O.B.; Funding acquisition, S.S.; Investigation, Y.K. and I.M.; Methodology, O.B. and I.M.; Resources, S.S.; Validation, S.N.; Visualization, S.S. and N.O.; Writing—original draft, Y.K. and A.T.; Writing—review and editing, O.B. All authors have read and agreed to the published version of the manuscript.

Funding

This research was funded by the Ministry of Science and Higher Education of the Russian Federation, project number FZWM-2021–0016.

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

Not applicable.

Conflicts of Interest

The authors declare no conflict of interest.

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Figure 1. Research scheme.
Figure 1. Research scheme.
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Figure 2. Results of simultaneous Thermal Analysis in the air atmosphere of active sludge: 1—DSC curve, 2—mass loss curve, 3—mass loss rate.
Figure 2. Results of simultaneous Thermal Analysis in the air atmosphere of active sludge: 1—DSC curve, 2—mass loss curve, 3—mass loss rate.
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Figure 3. Results of simultaneous Thermal Analysis in the air atmosphere of sludge from primary clarifiers: 1—DSC curve, 2—mass loss curve, 3—mass loss rate.
Figure 3. Results of simultaneous Thermal Analysis in the air atmosphere of sludge from primary clarifiers: 1—DSC curve, 2—mass loss curve, 3—mass loss rate.
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Figure 4. Effect of homogeneous and erogenous catalysis on product yield: (a)—primary sludge, (b)—secondary sludge; “none”—experiment without catalyst, red line—oil yield in experiment without catalyst.
Figure 4. Effect of homogeneous and erogenous catalysis on product yield: (a)—primary sludge, (b)—secondary sludge; “none”—experiment without catalyst, red line—oil yield in experiment without catalyst.
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Table 1. Review of sewage sludge hydrothermal liquefaction conversion practices.
Table 1. Review of sewage sludge hydrothermal liquefaction conversion practices.
Raw MaterialConditionsProductsYieldReference
Primary sludge Sludge:water ratio = 1:2, t = 250–400 °C, time 60 minOilMax yield 52% at 350 °C[14]
Primary sludgeSludge:water ratio = 3:20, t = 300–350 °C, time 0–60 min, microwave pretreatment Oil with HHV 26.3 MJ/kgMax yield 35.4% at 350 °C[15]
Primary sludgeSludge:water ratio = 13:100, t = 300–400 °C and 12–14 MPa time 30–120 min OilMax yield 34% at 325 °C, 30 min[16]
Secondary sludge Sludge:water ratio = 1:10, t = 260–350 °C time 10 minOilMax yield 22.9% at 340 °C, 10 min[11]
Secondary sludgeSludge:water ratio = 1:10, t = 310 °C time 10 min, catalyst: KOH 0.13%; solvent: 15% ethanolOil30%[17]
Secondary sludgeSludge:water ratio = 1:10, t = 310 °C time 10 min, catalyst: KOH 0.5%Oil23.1%[18]
Primary and secondary sludgeSludge:water ratio = 7:25, t = 350 °C time 15 min, catalyst: K2CO3 2.5%Oil28% (+12%)[19]
Primary and secondary sludgeSludge:water ratio = 7:25, t = 350 °C time 15 min, catalyst: CH3COOH 2.5%Oil26% (+8.3%)[19]
Primary and secondary sludgeSludge:water ratio = 1:5, t = 300 °C time 40 min, catalyst: FeSO4 5% 46% (+15%)[20]
Primary sludgeSludge:water ratio = 1:4, t = 300 °C, catalyst: K2CO3 2.5% 48% (+140%)[12]
Table 4. Results of HTL experiments.
Table 4. Results of HTL experiments.
SubstrateCatalystOil Yield, %
(Oil Yield Increase, %)
Solid Resedue Yield, %Water Soluble Phase Yield, %
Secondary sludgeNone29.75 ± 2.2 (0)62.1 ± 4.58.2 ± 0.8
Primary sludgeNone30.7 ± 2.2 (0)42.8 ± 3.526.6 ± 1.5
Primary+Secondary sludge 1:1None35.3 ± 2.8 (+18.6%)46.6 ± 3.218.1 ± 1.1
Homogeneous catalysis
Secondary sludgeKOH21.6 ± 1.7 (−27.5%)32.5 ± 2.845.9 ± 3.3
Secondary sludgeNaOH10.9 ± 1.7 (−63.4%)14.8 ± 0.974.3 ± 5.7
Secondary sludgeNH4Fe(SO4)242.8 ± 4.3 (+43.6%)50.8 ± 4.16.4 ± 0.4
Primary sludgeNH4Fe(SO4)236.6 ± 2.7 (+19.2%)47.1 ± 3.516.3 ± 0.9
Secondary sludgeCoCl644.5 ± 3.6 (+49.3%)42.7 ± 3.312.8 ± 0.3
Primary sludgeCoCl628.8 ± 1.6 (−6.2%)43.4 ± 2.827.8 ± 2.2
Secondary sludgeNiSO448.7 ± 2.5 (+63.4%)47.6 ± 2.83.7 ± 0.2
Primary sludgeNiSO441.4 ± 3.6 (+34.9%)44.0 ± 2.314.6 ± 0.9
Secondary sludgeCuSO435.5 ± 2.2 (+19.1%)57.8 ± 1.96.7 ± 0.3
Secondary sludgeZnSO442.0 ± 3.8 (+40.9%)51.9 ± 3.16.1 ± 0.4
Secondary sludgeMoO332.6 ± 1.9 (+9.4%)37.0 ± 2.430.4 ± 1.6
Primary sludgeMoO323.8 ± 1.7 (−22.5%)53.0 ± 4.223.2 ± 1.7
Heterogeneous catalysis
Secondary sludgeMgO27.4 ± 2.4 (−8.1%)47.1 ± 3.625.5 ± 1.7
Secondary sludgeZeolite35.0 ± 2.6 (+17.4%)39.8 ± 2.725.2 ± 1.6
Primary sludgeZeolite33.3 ± 2.8 (+8.5%)37.4 ± 1.629.3 ± 1.4
Secondary sludgeAl2O337.1 ± 2.1 (+24.5%)48.4 ± 2.514.5 ± 1.4
Primary sludgeAl2O339.1 ± 3.1 (+27.4%)31.9 ± 4.429.0 ± 1.6
Table 5. Boiling point distribution of biocrude substances.
Table 5. Boiling point distribution of biocrude substances.
Type of Bio-OilBoiling Point Temperature Range
42–150 °C150–360 °C360–600 °CRest
Bio-oil from HTL of primary sludge without catalyst, 4.4 MPa, 260 °C 1.856.724.616.8
Bio-oil from HTL of secondary sludge without catalyst, 4.4 MPa, 260 °C1.754.434.39.6
Bio-oil from HTL of primary sludge, cat. 2 g NiSO4 4.4 MPa, 260 °C2.456.626.612.4
Bio-oil from HTL of secondary sludge cat. 2 g NiSO4, 4.4 MPa, 260 °C2.765.3226.95.0
Table 6. Results of element analysis.
Table 6. Results of element analysis.
Parameter Boiling Range
Primary Sludge Without Catalyst Secondary Sludge Without CatalystPrimary Sludge Cat. 2 g NiSO4Secondary Sludge Cat. 2 g NiSO4
Elemental composition (%, d.m.)
C63.63 ± 2.1567.22 ± 0.6270.56 ± 0.8472.97 ± 0.34
H10.20 ± 0.239.17 ± 0.1410.86 ± 0.1111.21 ± 0.16
N1.77 ± 0.156.85 ± 0.041.51 ± 0.034.29 ± 0.14
S0.75 ± 0.091.06 ± 0.040.78 ± 0.041.05 ± 0.09
O (calculated)6.856.103.895.44
HHV, (MJ/kg, d.m.)33.2233.4536.8238.06
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Kulikova, Y.; Babich, O.; Tsybina, A.; Sukhikh, S.; Mokrushin, I.; Noskova, S.; Orlov, N. Feasibility of Thermal Utilization of Primary and Secondary Sludge from a Biological Wastewater Treatment Plant in Kaliningrad City. Energies 2022, 15, 5639. https://doi.org/10.3390/en15155639

AMA Style

Kulikova Y, Babich O, Tsybina A, Sukhikh S, Mokrushin I, Noskova S, Orlov N. Feasibility of Thermal Utilization of Primary and Secondary Sludge from a Biological Wastewater Treatment Plant in Kaliningrad City. Energies. 2022; 15(15):5639. https://doi.org/10.3390/en15155639

Chicago/Turabian Style

Kulikova, Yuliya, Olga Babich, Anna Tsybina, Stanislav Sukhikh, Ivan Mokrushin, Svetlana Noskova, and Nikolaj Orlov. 2022. "Feasibility of Thermal Utilization of Primary and Secondary Sludge from a Biological Wastewater Treatment Plant in Kaliningrad City" Energies 15, no. 15: 5639. https://doi.org/10.3390/en15155639

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