WO1998022393A1 - Method for separating organic waste - Google Patents

Method for separating organic waste Download PDF

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Publication number
WO1998022393A1
WO1998022393A1 PCT/DK1997/000522 DK9700522W WO9822393A1 WO 1998022393 A1 WO1998022393 A1 WO 1998022393A1 DK 9700522 W DK9700522 W DK 9700522W WO 9822393 A1 WO9822393 A1 WO 9822393A1
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WO
WIPO (PCT)
Prior art keywords
fraction
conducted
waste
evaporation
ammonia
Prior art date
Application number
PCT/DK1997/000522
Other languages
French (fr)
Inventor
Jeppe Christian Bastholm
Asger Gramkow
Original Assignee
Agro Miljø A/S
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Agro Miljø A/S filed Critical Agro Miljø A/S
Priority to DE69711079T priority Critical patent/DE69711079T2/en
Priority to DK97912072T priority patent/DK0946422T3/en
Priority to AU49410/97A priority patent/AU4941097A/en
Priority to EP19970912072 priority patent/EP0946422B1/en
Priority to JP52309098A priority patent/JP2001504035A/en
Publication of WO1998022393A1 publication Critical patent/WO1998022393A1/en

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Classifications

    • CCHEMISTRY; METALLURGY
    • C05FERTILISERS; MANUFACTURE THEREOF
    • C05FORGANIC FERTILISERS NOT COVERED BY SUBCLASSES C05B, C05C, e.g. FERTILISERS FROM WASTE OR REFUSE
    • C05F3/00Fertilisers from human or animal excrements, e.g. manure
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/02Biological treatment
    • C02F11/04Anaerobic treatment; Production of methane by such processes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • C02F1/441Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by reverse osmosis
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/20Fertilizers of biological origin, e.g. guano or fertilizers made from animal corpses
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P20/00Technologies relating to chemical industry
    • Y02P20/141Feedstock
    • Y02P20/145Feedstock the feedstock being materials of biological origin
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/40Bio-organic fraction processing; Production of fertilisers from the organic fraction of waste or refuse

Definitions

  • the present invention relates to a method for separating organic waste, preferably ma- nure, which comprises an aqueous solution containing components that may be transformed into nutritive salts, where the waste is separated for removal of large particles, where the waste is digested while producing methane gases, where the digested waste is degassed, and where the degassed liquid fraction is filtrated by osmotic filtration as the liquid fraction is conducted to a RO filter, whereby a pure water fraction is sepa- rated and conducted to a recipient.
  • the invention therefore relates to a method, where a separation of organic waste is achieved in order to transform the liquid part to pure water which may be recycled and/or discharged directly to recipient. During this purification it is wished to produce useful components in the form of nutritive salts or fertilizing products, so that residual products which have to be deposited do not appear.
  • the present invention has come into being in connection with treatment of animal livestock manure. Therefore, the invention will be explained especially in connection with an organic waste in the form of raw manure. However, the invention may also be used in connection with other kinds of organic waste, as e.g. waste water from food production, fish industry, slaughterhouses, and the like.
  • the organic waste is first conducted to a separation.
  • the separation may be divided into several steps. Thus there may be performed a coarse separation in a screw press where the waste is compressed so that two fractions appear.
  • One fraction constitute a fibre part that may have a dry matter content between 35 - 40 weight%.
  • This dry matter fraction which typically constitutes between 5 and 15 weight of the of the total amount of waste, may be used directly for improving the earth.
  • the other fraction is a water fraction, which usually constitutes between 95 - 85 weight% of the total amount of waste.
  • This liquid fraction will contain almost all nutritive salts.
  • This liquid fraction is then filtrated in a subsequent filtrating step, that may be constituted by a microfil- trating. Hereby particles larger than about 0.5 mm are sorted out.
  • the particle fraction sorted out may be conducted back to the screw press in order to be processed once again.
  • the water fraction passing through the microfilter is thereafter conducted further on to a digestion step where a digestion under the forming of methane gasses is performed. This happens in a biogas reactor where the main part of the carbon component is reduced under the forming of methane gasses.
  • the methane gasses are subsequently used as energy source for running the plant. Methane gasses are thus conducted to a power/heating plant producing heat, which supplies energy to a subsequent evaporating and concentration step as will be explained below. In the power/heating plant there is also produces electric energy. The electric energy may be used externally or used for driving the apparatuses used for performing the method.
  • the liquid fraction is conducted further on to a degassing/column step. Possibly the liquid fraction is conducted through an ultrafilter- ing before the degassing step. In this way it will be possible to retain bacteria in the biogas reactor and thereby ensure an optimum digestion of the waste.
  • the ammonia reacts with the carbon dioxide and ammonium hydrogen carbonate NH 4 HCO 3 is generated which may be stored in common, closed tanks for subsequent utilization as N fertilizer components. This part may constitute about 5 weight% of the initial waste.
  • the liquid fraction is conducted via a buffer storage in the form of a mixer to a step for reverse osmosis in a RO system.
  • the buffer storage there is performed a mixing of the liquid fraction with a liquid from an evaporation and concentration step which will become explained below.
  • the buffer storage acts simultaneously as a mixing step and a capacity control.
  • the liquid is conducted to the RO system, where impurities in the form of salts, fatty acids, alcohols, ammonium, etc., are filtered off.
  • impurities in the form of salts, fatty acids, alcohols, ammonium, etc. are filtered off.
  • a pure water fraction which subsequently may be recycled, conducted to sewer or open recipient, or be utilized for irrigation on agricultural fields.
  • the concentrate from the RO system constitutes about 30% of the supplied liquid.
  • the concentrate or dry matter fraction is conveyed to the above mentioned evaporation and concentration step in which there is performed a further concentration.
  • water is separated so that a residual product is produced which appears as a phosphorus/potash fertilizer product.
  • This fertilizer fraction constitutes typically between 2 and 5 weight% of the initial waste.
  • the evaporation and concentration step will act according to a principle described in European patent no. 544.768.
  • the concentration step will receive heat energy for the power/heating plant on the basis of the energy produced by the burning of methane gas.
  • the residual heat appearing in the concentration step will be used afterwards in the degassing step.
  • the residual energy in the form of heat appearing after the degassing step appears as hot water with a tem- perature of about 80° . This may be utilized as heat for the process or as space heating.
  • Fig. 1 shows a principal draft for configuring a plant for use in performing the method according to the invention
  • Fig. 2 shows an image of an alternative embodiment for a plant for use in performing the method according to the invention.
  • 1 denotes a supply of raw manure.
  • 2 denotes a screw press.
  • 3 denotes a microfilter.
  • 4 is a biogas reactor where the waste is digested.
  • 5 is a power/heating plant.
  • 6 is a concentrator/evaporator.
  • 7 is a degasser/column.
  • 8 is a mixer.
  • 9 is a RO filter.
  • the produced output is heat 10, N fertilizer products 11, pure water 12, P-K fertilizer products 13 and electric power 14.
  • Biogas 15 is produced from the biogas reactor 4, which is conducted to the power/heating plant 5.
  • Heat 16 is produced from the power/heating plant and conducted to the concentrator 6. Residual heat 17 from the concentrator is conducted to the degasser 7.
  • the concentrator/evaporator 6 consists of a concentrator 18 and an evaporator 19.
  • the evaporator 19 is, as shown on Fig. 1, located after the biogas reactor 4. It will also be possible to place the evaporator 19 before the biogas reactor 4 as shown on Fig. 2. If the evaporator part 19 is located before the biogas reactor it will be necessary that it has a capacity about 3 times the capacity which is necessary if the evaporator 19 is located after the biogas reactor 4. In larger plants the embodiment shown on Fig. 1 is preferred. In lesser plants, which for example are utilized in separate farm plants, it will be preferred to place the evaporator 19 before the biogas reactor 4. Hereby, the fraction to be transferred to a separately located biogas reactor will be considerably reduced.
  • the degasser/column 7 consists of a degasser 20 and a column 21.
  • the purpose of the screw press 2 is to separate fibres and other larger particles from the entering amount of waste. Typically, a sorting out of particles larger than about 1.5 mm will take place. There will be a power demand of about 1.5 kW for a separator with a capacity of 40 tonnes/day.
  • the microfilter 3 has the function to ensure the subsequent parts of the plant against passing through of larger particles. Thus the microfilter 3 ensures that a liquid fraction containing particles larger than about 0.5 mm is not forwarded.
  • the filter 3 has a power demand of 2.4 kW and a capacity of 186 t/day. As output from the filter about
  • the biogas reactor 4 has the purpose of digesting the manure so that the carbon content is reduced to a minimum while at the same time gas is produced which is utilized as energy source for running the plant. A possible subsequent ultrafiltration (not shown on the figures) ensures that liquid leaving the biogas reactor 4 is free from both bacteria and particles. Thus a bacteria culture will be retained and kept at a maximum in the biogas reactor 4.
  • the biogas reactor 4 has a capacity of 37.2 tonnes/day in order to receive the output from the microfilter 3. About 37.2 tonnes of carbon reduced ma- nure and 1000 Nm 3 /day, of which 2/3 is methane CH 4 , appear as output from the biogas reactor 4.
  • the power/heating plant 4 produces electricity and heat energy by means of the gas produced.
  • the plant has a capacity of 85 kW. An output of about 160 kW heat and about 85 kW electric power result from the input coming from the biogas reactor.
  • the degasser 20 has the purpose of removing CO 2 and reducing the content of ammonia in the manure.
  • the degasser 20 will have a capacity of 37.2 tonnes/day and a power demand of 160 kW heat.
  • the degasser will have an input of about 37.2 tonnes of carbon reduced manure per day and about 4.2 tonnes return flow from the column 21.
  • As output appear from the degasser about 35.3 degassed manure, 6.1 tonnes of steam with NH 3 , and 160 kW heat at 100°C.
  • the column 21 has the purpose of concentrating the ammonia.
  • the column has a capacity of 6.1 tonnes of steam per day with NH 3 and has a power demand of 160 kW heat. At this input an output of about 1.9 tonnes of ammonia water and 4.2 tonnes of purified condensed steam together with 150 kW heat 10 at 70°C will appear.
  • the mixer 8 has the purpose of mixing the liquids flowing to it from the degasser 20 and the evaporator 19 and will at the same time operate as buffer for the RO plant.
  • the mixer 8 has a capacity of 46.1 tonnes/day and has a power demand of 1 kW.
  • the mixer will have an input of 35.3 tonnes of degassed manure and 10.8 tonnes of distillate. As output from the mixer 46.1 of mixed manure will appear per day.
  • the RO filter 9 has the purpose of purifying the entering liquid of ions so that the liquid fraction 12 appears as completely pure water.
  • the RO filter 9 has a capacity of 46.1 tonnes per day, and from the input of mixed manure coming from the mixer 8 an output of 34.1 of pure water and 12 tonnes of RO concentrate will appear.
  • the evaporator 19 has the function of concentrating the P-K components and remove the residual ammonia which is in the entering liquid.
  • the evaporator 19 has a capacity of 12 tonnes per day and a power demand of 20 kW.
  • the evaporator 19 will have an input of 12 tonnes of RO concentrate per day and 6.1 tonnes return flow for the con- centrator 18.
  • the output appearing hereafter will be 10.8 tonnes of distillate and 7.3 tonnes of "medium" concentrate.
  • the concentrator 18 has the function of concentrating the P-K components. It has a capacity of 7.3 tonnes per day and a power demand of 160 kW. For the evaporator 19 an input of the 7.3 tonnes of "medium" concentrate will appear. The output from the concentrator 18 will be 6.1 tonnes of condensate and 1.2 tonnes of end concentrate with a content of P-K fertiliser products.

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  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Organic Chemistry (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • General Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Health & Medical Sciences (AREA)
  • Molecular Biology (AREA)
  • Treatment Of Sludge (AREA)
  • Physical Water Treatments (AREA)
  • Fertilizers (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

There is described a method for separating organic waste. In order to achieve an energy saving separation whereby useful nutritive salts and fertilizer products are formed, firstly, a separating of larger particles from the organic waste which preferably is manure, takes place. Thereafter, the manure is digested under the forming of gases. The digested waste is conducted to a degasser where volatile substances in the form of carbon dioxide and ammonia are removed simultaneously with the separation of nutritive salts for utilization. Thereafter an osmotic filtration of the liquid fraction is performed. A residual fraction from the osmotic filtration is conveyed back to an evaporation and concentration process in order to save energy. A concentration is performed whereby it becomes possible to separate nutritive salts and to remove a residual fraction of ammonia. The gases formed by the digestion are utilized in a power/heating plant and creates energy for the evaporation and concentration step. Residual energy from the concentration step is used for the degassing process.

Description

METHOD FOR SEPARATING ORGANIC WASTE
Background of the invention.
The present invention relates to a method for separating organic waste, preferably ma- nure, which comprises an aqueous solution containing components that may be transformed into nutritive salts, where the waste is separated for removal of large particles, where the waste is digested while producing methane gases, where the digested waste is degassed, and where the degassed liquid fraction is filtrated by osmotic filtration as the liquid fraction is conducted to a RO filter, whereby a pure water fraction is sepa- rated and conducted to a recipient.
The invention therefore relates to a method, where a separation of organic waste is achieved in order to transform the liquid part to pure water which may be recycled and/or discharged directly to recipient. During this purification it is wished to produce useful components in the form of nutritive salts or fertilizing products, so that residual products which have to be deposited do not appear.
Several methods for separating organic waste are known. These methods have often been expensive to use, and at the same time it has also been a common feature of many of the known methods that they have been energy demanding and at the same time have created residual products which could not be used.
The present invention has come into being in connection with treatment of animal livestock manure. Therefore, the invention will be explained especially in connection with an organic waste in the form of raw manure. However, the invention may also be used in connection with other kinds of organic waste, as e.g. waste water from food production, fish industry, slaughterhouses, and the like.
It is the purpose of the present invention to indicate a method of the known kind as in the introduction whereby it becomes possible to perform a separation with the least possible use of energy, and where at the same time there is created a possibility for making pure water and useful nutritive salts or fertilizing products. This is achieved according to the present invention with a method which is peculiar in that the degassing is performed in a process, where the content of CO2 and ammonia is removed or reduced as nutritive salts are separated for utilization, that a residual fraction is conducted from RO filter to an evaporation and concentration process where concentrating and separating of the nutritive salts is performed together with removal of a residual fraction of ammonia, that the gasses produced by the digestion is conducted to a power/heating plant producing heat, which is used for providing energy to the evaporation and concentration step, that heat energy from the concentration step is used for providing energy to the degassing step.
By the method it becomes possible to exploit two main components in the organic waste, namely the nutritive salts in the form of phosphorus and nitrogen products and products of potash together with the carbon part, in an energy production taking part in the process itself so that the total energy consumption by the separation is mini- mized.
The organic waste is first conducted to a separation. The separation may be divided into several steps. Thus there may be performed a coarse separation in a screw press where the waste is compressed so that two fractions appear. One fraction constitute a fibre part that may have a dry matter content between 35 - 40 weight%. This dry matter fraction, which typically constitutes between 5 and 15 weight of the of the total amount of waste, may be used directly for improving the earth. The other fraction is a water fraction, which usually constitutes between 95 - 85 weight% of the total amount of waste. This liquid fraction will contain almost all nutritive salts. This liquid fraction is then filtrated in a subsequent filtrating step, that may be constituted by a microfil- trating. Hereby particles larger than about 0.5 mm are sorted out. The particle fraction sorted out may be conducted back to the screw press in order to be processed once again.
The water fraction passing through the microfilter is thereafter conducted further on to a digestion step where a digestion under the forming of methane gasses is performed. This happens in a biogas reactor where the main part of the carbon component is reduced under the forming of methane gasses.
The methane gasses are subsequently used as energy source for running the plant. Methane gasses are thus conducted to a power/heating plant producing heat, which supplies energy to a subsequent evaporating and concentration step as will be explained below. In the power/heating plant there is also produces electric energy. The electric energy may be used externally or used for driving the apparatuses used for performing the method.
From the biogas reactor the liquid fraction is conducted further on to a degassing/column step. Possibly the liquid fraction is conducted through an ultrafilter- ing before the degassing step. In this way it will be possible to retain bacteria in the biogas reactor and thereby ensure an optimum digestion of the waste.
In the degassing/column step the amount of ammonia and CO2 is reduced. The degas- ser/column is described in the simultaneously filed Danish patent application with the title "Method and apparatus for separation of volatile components from a liquid". As described in this patent application 99% of the carbon dioxide may be removed, just as at least 75% of the ammonia is removed. The carbon dioxide will be liberated from the liquid as the liquid is heated. A basic reaction occurs resulting in that ammonium becomes more volatile and likewise is liberated from the liquid. During the process the following balances will occur:
HCO3 " < > OH" + CO2 NH4 + + OH" < > NH3 + H2O
By the process the ammonia reacts with the carbon dioxide and ammonium hydrogen carbonate NH4HCO3 is generated which may be stored in common, closed tanks for subsequent utilization as N fertilizer components. This part may constitute about 5 weight% of the initial waste. After the degassing the liquid fraction is conducted via a buffer storage in the form of a mixer to a step for reverse osmosis in a RO system. In the buffer storage there is performed a mixing of the liquid fraction with a liquid from an evaporation and concentration step which will become explained below. Hereby it will become possible to harmonize the temperature and adjust this to the RO system which cannot stand up to high temperatures. In this way, the buffer storage acts simultaneously as a mixing step and a capacity control. From the buffer storage the liquid is conducted to the RO system, where impurities in the form of salts, fatty acids, alcohols, ammonium, etc., are filtered off. Hereby appears a pure water fraction which subsequently may be recycled, conducted to sewer or open recipient, or be utilized for irrigation on agricultural fields.
The concentrate from the RO system constitutes about 30% of the supplied liquid.
The concentrate or dry matter fraction is conveyed to the above mentioned evaporation and concentration step in which there is performed a further concentration. Hereby water is separated so that a residual product is produced which appears as a phosphorus/potash fertilizer product. This fertilizer fraction constitutes typically between 2 and 5 weight% of the initial waste. The evaporation and concentration step will act according to a principle described in European patent no. 544.768.
The concentration step will receive heat energy for the power/heating plant on the basis of the energy produced by the burning of methane gas. The residual heat appearing in the concentration step will be used afterwards in the degassing step. Hereby the need for a supply of external energy is reduced considerably. The residual energy in the form of heat appearing after the degassing step appears as hot water with a tem- perature of about 80° . This may be utilized as heat for the process or as space heating.
Thus, by the method according to the present invention a separation of an organic waste will take place so that the following output will be produced:
- N fertilizer products, - P-K fertilizer products,
- pure water, - electric energy which may power the method and which furthermore may create an electric surplus of about 50 - 75%, together with
- heat energy.
By separating manure typically a fibre fraction or humus fraction of about 5% will appear. Of the remaining 95% liquid fraction about 85% will appear as pure water. About 5% will appear as concentrated fertilizer product with a content of P fertilizer substances and K fertilizer substances. The last 5% will appear as liquid fertilizer products in the form of inorganic N fertilizer substances.
Description of the drawing.
In the following the invention will be explained more closely with reference to the attached schematic drawing, where
Fig. 1 shows a principal draft for configuring a plant for use in performing the method according to the invention, and
Fig. 2 shows an image of an alternative embodiment for a plant for use in performing the method according to the invention.
In both figures the same or corresponding elements are denoted with the same references. A specific explanation to single parts of the apparatus in each of the figures will not be given.
1 denotes a supply of raw manure. 2 denotes a screw press. 3 denotes a microfilter. 4 is a biogas reactor where the waste is digested. 5 is a power/heating plant. 6 is a concentrator/evaporator. 7 is a degasser/column. 8 is a mixer. 9 is a RO filter. The produced output is heat 10, N fertilizer products 11, pure water 12, P-K fertilizer products 13 and electric power 14. Biogas 15 is produced from the biogas reactor 4, which is conducted to the power/heating plant 5. Heat 16 is produced from the power/heating plant and conducted to the concentrator 6. Residual heat 17 from the concentrator is conducted to the degasser 7. The concentrator/evaporator 6 consists of a concentrator 18 and an evaporator 19. The evaporator 19 is, as shown on Fig. 1, located after the biogas reactor 4. It will also be possible to place the evaporator 19 before the biogas reactor 4 as shown on Fig. 2. If the evaporator part 19 is located before the biogas reactor it will be necessary that it has a capacity about 3 times the capacity which is necessary if the evaporator 19 is located after the biogas reactor 4. In larger plants the embodiment shown on Fig. 1 is preferred. In lesser plants, which for example are utilized in separate farm plants, it will be preferred to place the evaporator 19 before the biogas reactor 4. Hereby, the fraction to be transferred to a separately located biogas reactor will be considerably reduced. The degasser/column 7 consists of a degasser 20 and a column 21.
The purpose of the screw press 2 is to separate fibres and other larger particles from the entering amount of waste. Typically, a sorting out of particles larger than about 1.5 mm will take place. There will be a power demand of about 1.5 kW for a separator with a capacity of 40 tonnes/day.
The microfilter 3 has the function to ensure the subsequent parts of the plant against passing through of larger particles. Thus the microfilter 3 ensures that a liquid fraction containing particles larger than about 0.5 mm is not forwarded. The filter 3 has a power demand of 2.4 kW and a capacity of 186 t/day. As output from the filter about
37.2 tonnes filtrated manure and about 148.8 tonnes return flow appear.
The biogas reactor 4 has the purpose of digesting the manure so that the carbon content is reduced to a minimum while at the same time gas is produced which is utilized as energy source for running the plant. A possible subsequent ultrafiltration (not shown on the figures) ensures that liquid leaving the biogas reactor 4 is free from both bacteria and particles. Thus a bacteria culture will be retained and kept at a maximum in the biogas reactor 4. The biogas reactor 4 has a capacity of 37.2 tonnes/day in order to receive the output from the microfilter 3. About 37.2 tonnes of carbon reduced ma- nure and 1000 Nm3/day, of which 2/3 is methane CH4, appear as output from the biogas reactor 4. The power/heating plant 4 produces electricity and heat energy by means of the gas produced. The plant has a capacity of 85 kW. An output of about 160 kW heat and about 85 kW electric power result from the input coming from the biogas reactor.
The degasser 20 has the purpose of removing CO2 and reducing the content of ammonia in the manure. The degasser 20 will have a capacity of 37.2 tonnes/day and a power demand of 160 kW heat. The degasser will have an input of about 37.2 tonnes of carbon reduced manure per day and about 4.2 tonnes return flow from the column 21. As output appear from the degasser about 35.3 degassed manure, 6.1 tonnes of steam with NH3, and 160 kW heat at 100°C.
The column 21 has the purpose of concentrating the ammonia. The column has a capacity of 6.1 tonnes of steam per day with NH3 and has a power demand of 160 kW heat. At this input an output of about 1.9 tonnes of ammonia water and 4.2 tonnes of purified condensed steam together with 150 kW heat 10 at 70°C will appear.
The mixer 8 has the purpose of mixing the liquids flowing to it from the degasser 20 and the evaporator 19 and will at the same time operate as buffer for the RO plant. The mixer 8 has a capacity of 46.1 tonnes/day and has a power demand of 1 kW. The mixer will have an input of 35.3 tonnes of degassed manure and 10.8 tonnes of distillate. As output from the mixer 46.1 of mixed manure will appear per day.
The RO filter 9 has the purpose of purifying the entering liquid of ions so that the liquid fraction 12 appears as completely pure water. The RO filter 9 has a capacity of 46.1 tonnes per day, and from the input of mixed manure coming from the mixer 8 an output of 34.1 of pure water and 12 tonnes of RO concentrate will appear.
The evaporator 19 has the function of concentrating the P-K components and remove the residual ammonia which is in the entering liquid. The evaporator 19 has a capacity of 12 tonnes per day and a power demand of 20 kW. The evaporator 19 will have an input of 12 tonnes of RO concentrate per day and 6.1 tonnes return flow for the con- centrator 18. The output appearing hereafter will be 10.8 tonnes of distillate and 7.3 tonnes of "medium" concentrate.
The concentrator 18 has the function of concentrating the P-K components. It has a capacity of 7.3 tonnes per day and a power demand of 160 kW. For the evaporator 19 an input of the 7.3 tonnes of "medium" concentrate will appear. The output from the concentrator 18 will be 6.1 tonnes of condensate and 1.2 tonnes of end concentrate with a content of P-K fertiliser products.
The above is given as an example and other dimensioning for a plant will be possible.

Claims

1. A method for separating organic waste, preferably manure, which comprises an aqueous solution containing components that may be transformed into nutritive salts, where the waste is separated for removal of large particles, where the waste is digested while producing methane gases, where the digested waste is degassed, and where the degassed liquid fraction is filtrated by osmotic filtration as the liquid fraction is conducted to a RO filter, whereby a pure water fraction is separated and conducted to a recipient, characterised in that the degassing is performed in a process, where the content of CO2 and ammonia is removed or reduced as nutritive salts are separated for utilization, that a residual fraction is conducted from RO filter to an evaporation and concentration process where concentrating and separating of the nutritive salts is performed together with removal of a residual fraction of ammonia, that the gasses produced by the digestion is conducted to a power/heating plant producing heat, which is used for providing energy to the evaporation and concentration step, that heat en- ergy from the concentration step is used for providing energy to the degassing step.
2. A method according to claim 1, characterised in that the removal of particles takes place in two or more steps.
3. A method according to claim 2, characterised in that the first step is a coarse separation in a screw press resulting in a fibre fraction with a dry content between 35 and 40 weight% and a water fraction constituting about 95 - 85%), and which is conducted to a subsequent microfiltrating for removing particles larger than about 0,5 mm.
4. A method according to claim 1,2, or 3, characterised in that in connection with the digestion there is performed an ultrafiltration of the water fraction to retain the bacteria and to ensure optimum digestion.
5. A method according to any preceding claim, characterised in that the degassing is performed in combination with an evaporation in a column from which is extracted more volatile gas components in the form of ammonia and CO2.
6. A method according to any preceding claim, characterised in that the buffer store is used for mixing the degassed liquid fraction which is mixed with a liquid fraction from the evaporation and concentration step so that the temperature level is adjusted to the RO step.
7. A method according any preceding claim, characterised in that the degassed liquid fraction is conducted to the RO filter via a buffer store.
PCT/DK1997/000522 1996-11-15 1997-11-14 Method for separating organic waste WO1998022393A1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
DE69711079T DE69711079T2 (en) 1996-11-15 1997-11-14 METHOD FOR SEPARATING ORGANIC WASTE
DK97912072T DK0946422T3 (en) 1996-11-15 1997-11-14 Process for separating organic waste
AU49410/97A AU4941097A (en) 1996-11-15 1997-11-14 Method for separating organic waste
EP19970912072 EP0946422B1 (en) 1996-11-15 1997-11-14 Method for separating organic waste
JP52309098A JP2001504035A (en) 1996-11-15 1997-11-14 Organic waste separation method

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DK1289/96 1996-11-15
DK199601289A DK172861B1 (en) 1996-11-15 1996-11-15 Process for separating organic waste

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WO1998022393A1 true WO1998022393A1 (en) 1998-05-28

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KR (1) KR100477050B1 (en)
AU (1) AU4941097A (en)
DE (1) DE69711079T2 (en)
DK (2) DK172861B1 (en)
WO (1) WO1998022393A1 (en)

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WO1999042423A1 (en) * 1998-02-20 1999-08-26 Bioscan A/S Method and plant for the treatment of liquid organic waste
FR2799751A1 (en) * 1999-10-19 2001-04-20 Kaltenbach Thuring Sa Treatment of aqueous liquid effluent in waste purification plants and the farm produce industry involves sieving, microfiltering and evaporating
DE19937876C2 (en) * 1999-08-17 2002-11-14 Aquatec Gmbh Inst Fuer Wassera Process for the biological conversion of organic substances to methane gas
CN109384323A (en) * 2018-11-12 2019-02-26 浙江华腾牧业有限公司 A kind for the treatment of process of breeding wastewater

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JP4558231B2 (en) * 2001-03-21 2010-10-06 三菱重工環境・化学エンジニアリング株式会社 Method and system for treating liquid organic waste
JP4993819B2 (en) * 2001-06-07 2012-08-08 株式会社フジタ Method for producing liquid fertilizer and apparatus therefor
JP2003063886A (en) * 2001-08-24 2003-03-05 Mitsubishi Heavy Ind Ltd Apparatus for converting organic waste into resource and method for converting organic waste into resource
CA2604179C (en) * 2005-04-08 2011-05-24 Phoenix Beteiligungs Gmbh Method and device for producing nitrogen fertilizer, removing phosphate from organic waste products, and limiting the potassium concentration
DE102005034586B3 (en) * 2005-07-25 2006-09-14 König, Ulrich, Dr.-Ing. Recovery of natural fibrous material from biogas plants comprises separating residue after degasification by wet fermentation and dry fermenting it to produce finely structured cellulosic fibers
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DE102007004135A1 (en) * 2007-01-26 2008-08-07 Volkmar Dertmann Method for fermenting paste-like biomass, particularly brewer grains from brewery or alcohol production, under anaerobic conditions, involves guiding biomass into fermentation container in batch or continuous process
DE102007005786A1 (en) * 2007-02-06 2008-08-14 Enthal Gmbh Method for the production of economic manure, comprises drying fermentation remnants under use of exhaust gas from heat and power cogeneration plant in biogas plant
DE102007034642A1 (en) * 2007-07-23 2009-01-29 Abb Ag Process and plant for the treatment of organically highly polluted waste
JP5390573B2 (en) * 2011-09-13 2014-01-15 株式会社フジタ Method for producing liquid fertilizer

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WO1999042423A1 (en) * 1998-02-20 1999-08-26 Bioscan A/S Method and plant for the treatment of liquid organic waste
US6368849B1 (en) 1998-02-20 2002-04-09 Bioscan A/S Method and plant for the treatment of liquid organic waste
DE19937876C2 (en) * 1999-08-17 2002-11-14 Aquatec Gmbh Inst Fuer Wassera Process for the biological conversion of organic substances to methane gas
FR2799751A1 (en) * 1999-10-19 2001-04-20 Kaltenbach Thuring Sa Treatment of aqueous liquid effluent in waste purification plants and the farm produce industry involves sieving, microfiltering and evaporating
CN109384323A (en) * 2018-11-12 2019-02-26 浙江华腾牧业有限公司 A kind for the treatment of process of breeding wastewater

Also Published As

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KR100477050B1 (en) 2005-03-18
JP2001504035A (en) 2001-03-27
DE69711079D1 (en) 2002-04-18
DK128996A (en) 1998-06-15
DK172861B1 (en) 1999-08-23
AU4941097A (en) 1998-06-10
EP0946422A1 (en) 1999-10-06
DE69711079T2 (en) 2002-11-07
EP0946422B1 (en) 2002-03-13
KR20000053273A (en) 2000-08-25
DK0946422T3 (en) 2002-07-01

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