Biogas production method by anaerobic co-digestion

Abstract

Method for Producing Biogas by Anaerobic Co-Digestion. The present invention relates to a method for producing biogas by anaerobic co-digestion, which comprises the following steps: (a) preparing hydrolyzed biomass from organic solid waste by thermal hydrolysis at 1.5-4.5 bar and 120-160°C to produce raw biomass that decomposes foreign matter and produces clean biomass with at least 90% organic matter, a volatile solids to total solids ratio of at least 0.6 and a total solids content of at least 5%; (b) mixing the clean hydrolyzed biomass with sludge from a wastewater treatment plant (WWTP) to produce a mixture with a solids concentration of less than 30%, and conditioning the mixture to a concentration of less than 20%; (c) performing wet anaerobic digestion in a digester with HRT at 25°C-40°C or 50°C-60°C for 12-30 days to obtain biogas and digestate.

Description

[Technical field]

[0001] The subject of the invention belongs to the field of environmental technology, in particular to a new method for the production of biogas by anaerobic co-digestion of organic waste, such as sludge originating from urban wastewater (UWW) and organic solid waste (OSW), understood to mean municipal solid waste (MSW) and assimilable waste products, in particular organic waste originating preferably from the selective collection of MSW, as well as organic waste originating from agriculture, horticulture, aquaculture, forestry, hunting, fishing or from food preparation and production, and industrial organic waste. [Background technology]

[0002] The present invention arises from the need to improve conventional municipal waste management processes. In particular, the present invention relates to a new method to optimize the production of biomass by treating two types of organic waste (i.e. sludge from OSW and UWW) that have been managed separately up to now.

[0003] The treatment of UWW in the treatment plant mainly involves two process lines, one to treat the wastewater and release it into waterways and / or make it reusable for cleaning roads and / or watering gardens, and the other to handle the solids or sludge separated or formed during wastewater treatment, where sand or bulk waste is removed and sent to a collection site, while the sludge generated during biological treatment and / or removed during the settling step is mostly subjected to a wet anaerobic digestion process.

[0004] For municipal solid waste and assimilable waste products, the usual treatment involves separating the various components contained therein (usually plastics, metals and organic components) and then treating and recovering each of them separately. For the organic components, the main modes of recovery are composting or aerobic stabilization, anaerobic digestion or thermal recovery (incineration, gasification, pyrolysis, etc.).

[0005] When it comes to anaerobic digestion, there are two main trends in waste treatment: Dry process with solids concentration above 20% by weight. Wet process with solids concentration less than 20% by weight (usually around 10 or 12%).

[0006] There are numerous inventions disclosed in the patent literature relating to sludge treatment by anaerobic digestion.

[0007] For example, US Pat. No. 3,338,826 relates to a method for treating wastewater by anaerobic digestion which involves treating the wastewater to a pressure of 2 to 4 atmospheres to accelerate decomposition.

[0008] Furthermore, EP 0737651 relates to a method for wastewater treatment, which method comprises, inter alia, thermal pretreatment of excess sludge at a temperature above 60°C, dewatering the excess sludge and mixing the dewatered sludge with digested sludge obtained from a methane fermentation process, the mixture being adapted to be used as substrate for a new methane fermentation process.

[0009] Many solutions have been proposed to optimize the treatment of wastewater sludge formed in wastewater treatment plants (WWTP), but so far no solution has been found that is based on conditioning using a pyrolysis process of other types of organic waste (preferably solid waste derived from the selective collection of the organic fraction of MSW, which, once treated, is used to improve the efficiency of the anaerobic digestion process of the sludge formed or separated in the wastewater sludge treatment plant). Unlike the solution of the present invention, in the combined treatment by co-digestion of organic waste and sludge from the treatment plant, the prior art methods use raw organic waste, in other words, they do not remove foreign matter from the waste of the prior art.

[0010] The pyrohydrolysis treatment of organic solid waste results in several benefits, as detailed below, among which the production and quality of the resulting biogas is surprising, making the treatment facility energy self-sufficient and even producing a surplus. Summary of the Invention [Problem to be solved by the invention]

[0011] Therefore, it is an object of the present invention to provide a method for producing biogas by anaerobic co-digestion. [Means for solving the problem]

[0012] The present invention comprises the steps of: (a) A first step of preparing hydrolyzed biomass from organic solid waste, the first step comprising: i. A first sub-step comprising a pyrohydrolysis treatment of organic solid waste, which is preferably carried out by subjecting the waste to a pressure of 1.5-4.5 bar and a temperature of 120-160° C. for a period of 10-75 minutes, said pressure and said time being variable to optimise the effectiveness of pyrohydrolysis without producing inhibitory compounds that may affect the next steps of the production process. The pyrohydrolysis process offers the following benefits: - Waste disposal; - Partial decomposition of organic components without affecting foreign matter (which is a waste component that is difficult to recover in anaerobic digestion processes). This allows: -Homogenize organic ingredients, Improved separation efficiency of foreign matter, which allows for greater utilization of organic components and less loss in the subsequent cleaning process. - Thermal and biological stabilization of organic matter; - Converting complex compounds into molecules that are soluble and more easily broken down. The result of the pyrohydrolysis process, within the scope of this specification, is referred to herein as "unprocessed biomass." The characteristics of "unprocessed biomass" can vary widely depending on the source of the starting waste, and in certain embodiments, the "unprocessed biomass" is characterized as comprising 70-75% by weight biodegradable organic matter, 10-15% by weight light foreign matter (such materials (e.g., fibers, plastics, plastic-cardboard containers, wood pruning waste, wood or cork, etc.) tend to float when the organic matter is solubilized because they are less dense than the organic matter in suspension), and 10-15% by weight heavy foreign matter (such materials (e.g., glass, sheet glass, sand, stones, bones, etc.) tend to settle when the organic matter is solubilized because they are more dense than the organic matter in suspension). ii. A second sub-step is then carried out as a post-treatment of the raw biomass to remove foreign matter, in particular separating light and heavy foreign matter. The removal of foreign matter can be carried out by methods known in the art that are carried out in the separation step (e.g., using a trommel-type separator, a vibrating table or a depacker to remove light foreign matter, and using a settling tank, liquid classifier or sand trap to remove heavy foreign matter, etc.). This sub-step results in a hydrolyzed biomass (called "substrate" or "clean hydrolyzed biomass") that can be stored and further processed. This substrate is characterized by containing at least 90% by weight, more preferably at least 98% by weight, of organic matter. Preferably, the weight ratio of volatile solids to total solids in the product is at least 0.6, more preferably at least 0.8, and the total solids content is at least 5% by weight.

[0013] (b) a second step of mixing the clean hydrolyzed biomass obtained in the previous step with sludge from a wastewater treatment plant (WWTP), resulting in a mixture with a solids concentration of less than 30% by weight, typically 5-15% by weight. Preferably, the amount of clean hydrolyzed biomass in the mixture is 5-65% by weight and the amount of sludge is 35-95% by weight. Note that the final amounts of each component in the mixture are not limited and may vary depending on seasonality or other circumstances. In this way, the claimed method allows for sustained production of biomass throughout the year, regardless of possible variations in sludge formation (e.g. in cities with varying populations throughout the year), where periods of low sludge production can be compensated for by using more hydrolyzed biomass, thus maintaining biogas production. The mixture obtained is then subjected to a conditioning treatment to adjust the total solids content to less than 20% by weight, preferably between 5 and 15% by weight, the amount necessary to carry out the next steps of the process.

[0014] (c) a third step of subjecting the mixture obtained in the previous step to wet anaerobic digestion in at least one digester to obtain biogas and digestate. Preferably, the anaerobic digestion is carried out under mesophilic conditions (temperatures between 25° C. and 40° C., preferably between 35° C. and 38° C.) with a hydraulic retention time (HRT) of 12 to 30 days. In another embodiment of the invention, the anaerobic digestion may be carried out under thermophilic conditions (temperatures between 50° C. and 60° C.). In addition, the pH of the anaerobic digestion process is 7 to 8.5, and the organic matter loading rate is 1.5 to 5 kgVS / m 3 It may be a day.

[0015] In a particular embodiment of the invention, where the organic solid waste is the organic component of municipal solid waste and assimilable waste streams, the method may include a preliminary step of preparing the waste by separating bulky waste (these large volume fractions or components that can be easily separated by size, which is generally greater than 80 mm) and / or metals therein. The separation of the bulky waste may then be carried out using at least one trommel-type rotary separator, preferably with a mesh size of 60-120 mm. Ferrous metals, if present, may then be separated by at least one magnetic separator.

[0016] Likewise, the method may have additional steps that utilize the resulting biogas, preferably in cogeneration (producing both heat and electricity), in a boiler to produce heat, or in a purification (upgrading) step to obtain biomethane.

[0017] Furthermore, the method may include the additional step of utilizing the digestate, preferably for agricultural use as a biofertilizer.

[0018] In this specification, organic solid waste will (and should) be understood to be both the organic component of MSW and assimilable waste products (preferably organic waste resulting from the selective collection of MSW), as well as organic wastes from agriculture, horticulture, aquaculture, forestry, hunting, fishing, and food manufacturing and production, industrial organic wastes, etc.

[0019] MSW may be understood as household waste, in other words, materials or objects that are generated in households as a result of household activities. The assimilable waste products of MSW may be wastes similar to those mentioned above that arise in shops, factories and institutions (e.g. market waste, street cleaning waste, sewage waste, etc.).

[0020] In particular, organic solid waste is characterized as being waste that is easily biologically decomposable and may include, but is not limited to, fruit and vegetable waste, meat and fish waste, egg shells, shellfish shells and dried fruits and nuts or other food waste, waste from infusions and ground coffee, used napkins, paper towels soiled with oil or food waste and soiled paper and cardboard, small garden waste (plants, fallen leaves or bouquets), etc.

[0021] Moreover, for the purposes of the present invention, sludge from a wastewater treatment plant (WWTP) is understood to be a mixture of water and solids obtained in a plant treating domestic or municipal wastewater, or such a mixture with industrial wastewater and / or storm runoff. Its composition may therefore vary depending on the composition of the initial wastewater, its source and / or the method of treating the wastewater. Generally, the proportion of water in the sludge is greater than 95% by weight.

[0022] From the point of view of the method of the present invention, which is based on using organic solid waste (once subjected to the pyrohydrolysis treatment) as a substrate in an anaerobic digestion process for digesting sludge from WWTP, there are many advantages. In particular, the use of hydrolyzed biomass as a substrate for anaerobic digestion gives the following results:

[0023] (1) The use of biowaste (MSW and assimilable waste or organic components of organic wastes of different origins, once hydrolyzed, as mentioned above) in existing facilities that are generally energy inadequate (especially WWTP plant facilities).

[0024] (2) Centralization of waste management, which was previously managed separately.

[0025] (3) It is possible to set up new plants that centralize the management of different wastes in one and the same facility, but it is advisable to avoid new investments and utilize existing facilities of WWTP.

[0026] (4) An increase in the concentration of volatile solids per volume of digester, as well as the concentration of total solids. As a result, the organic loading rate (OLR) also increases. In certain embodiments of the present disclosure, increases in OLR of 13-108% have been achieved. In addition to providing a higher organic loading rate to the digester, a constant organic loading rate can be maintained regardless of the season.

[0027] (5) A surprising increase in biogas production as a synergistic effect achieved by the claimed waste mixtures. In certain embodiments, biogas production is increased by 15-124% compared to the production achieved in current WWTPs with sludge / biomass ratios of 93 / 7-80 / 20. This large increase in biogas production not only results in increased renewable energy production, but also allows the treatment facility to be self-energized and even generate surplus energy.

[0028] (6) Improved biogas quality and increased proportion of CH4. In a preferred embodiment of the invention, the biogas obtained by the method may contain 64.6-67.4% CH4 and 35.4-32.6% CO2. The higher quality of the obtained biogas than that obtained in the current sludge treatment of WWTPs, together with the increased production, is advantageous in many ways. In particular, a higher proportion of electricity can be obtained in the combined cycle, which may increase the degree of self-sufficiency. Furthermore, if self-sufficiency is achieved, surplus biogas can be used for other purposes. For example, biomethane can be obtained in the purification (upgrading) process, and the biomethane can be sold, generating additional income for the water treatment plant.

[0029] (7) A 1 to 10% increase in the lower heating value (LHV) of the fuel due to an increase in the methane concentration in biogas.

[0030] (8) Reduced need for deodorization and thickening (upgrading) which saves on chemicals and reduces operating and maintenance costs. Similarly, the better quality of the product extends the life of the cogeneration engines used.

[0031] (9) Improved process stability as follows: -Increased organic loading rate in the digester, reducing hydraulic retention time (HRT) by 5-60%; The use of chemical agents in the process can be minimized, and Increased decomposition of organic matter in the digester, resulting in a 6% to 27% greater reduction in total and volatile solids compared to current processes.

[0032] Similarly, because the process uses hydrolyzed biomass, it has a series of additional advantages over processes that use non-hydrolyzed organic waste, as explained below. Firstly, it achieves higher biodegradability, which results in higher biogas production. Furthermore, a more efficient separation of foreign matter during the process. In particular, during the usual process of removing foreign matter from MSW, 30-40% by weight of organic matter is lost compared to the values ​​obtained as a result of the method of the invention, which prevents obtaining a substrate of the quality achievable as a result of the method of the invention. As a result of the hydrolysis process of the invention, the loss of organic matter during the process of removing foreign matter is less than 5% by weight, which leads to a high utilization rate of the organic matter contained in the starting waste. Secondly, the prevention of the addition of pathogens that could affect the operation of the digester as a result of waste treatment. Finally, it is thermally and biologically stable, minimizing the release of odors associated with the decomposition of organic matter. [Brief description of the drawings]

[0033] [Figure 1] The following figures are attached as a part hereof to supplement this specification: Figure 1 is a graph comparing theoretical biogas production with biomass production obtained by the method of the present invention. Modes for carrying out the invention

[0034] (Preferred embodiment of the present invention) A specific embodiment of the present invention is presented below with the aim of demonstrating the advantages of the method according to the claims. In particular, said specific embodiment was carried out on the basis of organic solid waste from the selective collection of MSW in the city of Madrid, the composition of which is shown in the table below.

[0035] [Table 1]

[0036] The waste was subjected to the next step. · A front end process of waste preparation by separating bulky foreign materials in a trommel with a mesh size of 80 mm. A process for preparing hydrolyzed biomass from the organic solid waste obtained in the previous process, which process includes: A first sub-step of pyrohydrolysis at a pressure of 4 bar and a temperature of 150° C. for 20 minutes. A second sub-step, which uses a depacker to remove light foreign objects and a sand trap to remove heavy foreign objects.

[0037] At the end of this step, a "substrate" or "clean hydrolyzed biomass" with an organic content of 98% by weight was obtained, which was used in the co-digestion studies described below.

[0038] In particular, to carry out the test, two blanks containing only anaerobic sludge (ANS) and four samples containing different proportions of aerobic sludge (AES) and clean hydrolyzed biomass were prepared.

[0039] [Table 2]

[0040] [Table 3]

[0041] The main characteristics of each sample are summarized in the table below. The measurement methods for each parameter are as follows. ·Total solid content (TS): APHA2540B Volatile solids (VS): APHA2540E COD:APHA5220D ·COD solution: APHA5220D VFA:APHA2310B

[0042] [Table 4]

[0043] Water was added to each sample until the total weight was 500 g. Each sample was prepared in triplicate.

[0044] The prepared samples were subjected to anaerobic digestion at 35°C. No nutrients or buffers were added.

[0045] An analysis of the results obtained was then carried out and these results are shown in the table below.

[0046] [Table 5]

[0047] When hydrolyzed biomass derived from the organic components of MSW was used as the substrate for the digester, the VS / TS ratio increased significantly. In particular, the VS / TS ratio was 69% for the blank (AES), 75% for sample 1 (ANS), and 80-85% for samples 2-4, confirming that the biodegradability of the mixture increases when hydrolyzed biomass is fed to the digester.

[0048] [Table 6]

[0049] The above results show that even with the same amount of VS, COD increases with the presence of hydrolyzed biomass, similar to the case of VFA, confirming the high biodegradability of the samples.

[0050] [Table 7]

[0051] The above results show the synergistic effect achieved by mixing hydrolyzed biomass obtained by the hydrolysis process of the organic fraction of MSW with sludge from WWTP. In particular, the method of the present invention achieves a non-linear production of biogas, with the addition of 20% hydrolyzed biomass to the digester increasing the specific production of methane per kg of COD removed by 340.8% and increasing by 213.8 kg per kg of COD added. It has been demonstrated that the use of hydrolyzed biomass in the mixture added to the digester carrying out the anaerobic digestion process increases the degree of hydrolysis and therefore the biodegradability.

[0052] In addition to improved biogas production, methane (CH4) content was analyzed as shown in the following table:

[0053] [Table 8]

[0054] The above results show that increasing the proportion of hydrolyzed biomass used in the digester improves the quality of the resulting biomass.

[0055] Finally, to demonstrate the synergistic effect resulting from the method of the invention, the biogas production obtained by the method of the invention was compared with the theoretical biogas production based on the sum of the biogas produced from the sludge from the treatment plant and the biogas produced with the hydrolyzed biomass. The results are shown in Figure 1. In particular, as shown in the figure, the actual production of biogas (solid line) is 50% higher than the maximum theoretical production (discontinuous line), which corresponds to the theoretical sum of the biogas production obtained from each substrate separately (i.e. without mixing them). This is due to the addition of the hydrolyzed biomass to the sludge from the treatment plant. In particular, the following improvements are observed: · Increased organic carbon leads to an increase in the C / N ratio (sludge from treatment plants is generally high in nitrogen and low in carbon). · Increased micronutrients such as zinc, cobalt, iron, potassium or phosphorus.

[0056] The actual production of co-digested biogas is 50% greater than the theoretical maximum due to the synergistic effect that occurs when sludge is mixed with hydrolyzed biomass.

Claims

1. A method for producing biogas by anaerobic co-digestion, comprising: (a) A first step of preparing a hydrolyzed biomass from organic solid waste by carrying out the following first and second substeps in order: i. a first sub-step including a pyrohydrolysis treatment of organic solid waste, the pyrohydrolysis treatment being carried out at a pressure of 1.5-4.5 bar and a temperature of 120-160°C, resulting in a raw biomass; ii. a second sub-step is then carried out as a post-treatment of the raw biomass, separating foreign matter to obtain a clean hydrolyzed biomass, characterized in that the hydrolyzed biomass has a proportion of organic matter of at least 90% by weight, a weight ratio of volatile solids to total solids of at least 0.6 and a total solids content of at least 5% by weight; (b) a second step of mixing the cleaned hydrolyzed biomass from the previous step with sludge from a wastewater treatment plant (WWTP) to produce a mixture with a solids concentration of less than 30% by weight, which mixture is then conditioned until the solids concentration is less than 20% by weight; and (c) a third step of wet anaerobic digestion of the mixture obtained in the previous step in at least one digester to obtain biogas and digestate, said anaerobic digestion being carried out under mesophilic conditions at 25°C to 40°C or thermophilic conditions at 50°C to 60°C for a hydraulic retention time (HRT) of 12 to 30 days. A manufacturing method comprising the steps of:

2. 2. The method of claim 1, wherein the mixture of cleaned hydrolyzed biomass and WWTP sludge comprises 5% to 65% by weight of cleaned hydrolyzed biomass and 35% to 95% by weight of WWTP sludge.

3. 3. The method of claim 1 or 2, further comprising the additional step of using the biogas for cogeneration, for use in a boiler to generate heat, or for use in the production of biomethane by a refining or upgrading process.

4. The method according to any one of claims 1 to 3, wherein the method comprises the additional step of using the digestate in an agricultural application as a biofertilizer.

5. 5. The method according to any one of claims 1 to 4, wherein the organic solid waste is selected from the group consisting of municipal solid waste and the organic fraction of assimilable waste products, organic waste from selective collection of municipal solid waste, organic waste from agriculture, horticulture, aquaculture, forestry, hunting, fishing and food preparation and manufacturing, and industrial organic waste, and combinations thereof.

6. 6. The method according to claim 5, wherein the organic solid waste is the organic component of municipal solid waste, the method comprising a pretreatment step of separating bulky foreign matter having a size greater than 80 mm and / or a pretreatment step of separating ferrous metals by at least one magnetic separator.