WO2023090563A1 - 폐수 정제방법 - Google Patents
폐수 정제방법 Download PDFInfo
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- WO2023090563A1 WO2023090563A1 PCT/KR2022/009529 KR2022009529W WO2023090563A1 WO 2023090563 A1 WO2023090563 A1 WO 2023090563A1 KR 2022009529 W KR2022009529 W KR 2022009529W WO 2023090563 A1 WO2023090563 A1 WO 2023090563A1
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/02—Treatment of water, waste water, or sewage by heating
- C02F1/04—Treatment of water, waste water, or sewage by heating by distillation or evaporation
- C02F1/048—Purification of waste water by evaporation
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D1/00—Evaporating
- B01D1/16—Evaporating by spraying
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D3/00—Distillation or related exchange processes in which liquids are contacted with gaseous media, e.g. stripping
- B01D3/14—Fractional distillation or use of a fractionation or rectification column
- B01D3/143—Fractional distillation or use of a fractionation or rectification column by two or more of a fractionation, separation or rectification step
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D3/00—Distillation or related exchange processes in which liquids are contacted with gaseous media, e.g. stripping
- B01D3/14—Fractional distillation or use of a fractionation or rectification column
- B01D3/32—Other features of fractionating columns ; Constructional details of fractionating columns not provided for in groups B01D3/16 - B01D3/30
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/02—Treatment of water, waste water, or sewage by heating
- C02F1/04—Treatment of water, waste water, or sewage by heating by distillation or evaporation
- C02F1/043—Details
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08F—MACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
- C08F2/00—Processes of polymerisation
- C08F2/12—Polymerisation in non-solvents
- C08F2/16—Aqueous medium
- C08F2/22—Emulsion polymerisation
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08F—MACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
- C08F236/00—Copolymers of compounds having one or more unsaturated aliphatic radicals, at least one having two or more carbon-to-carbon double bonds
- C08F236/02—Copolymers of compounds having one or more unsaturated aliphatic radicals, at least one having two or more carbon-to-carbon double bonds the radical having only two carbon-to-carbon double bonds
- C08F236/04—Copolymers of compounds having one or more unsaturated aliphatic radicals, at least one having two or more carbon-to-carbon double bonds the radical having only two carbon-to-carbon double bonds conjugated
- C08F236/12—Copolymers of compounds having one or more unsaturated aliphatic radicals, at least one having two or more carbon-to-carbon double bonds the radical having only two carbon-to-carbon double bonds conjugated with nitriles
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08F—MACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
- C08F6/00—Post-polymerisation treatments
- C08F6/001—Removal of residual monomers by physical means
- C08F6/003—Removal of residual monomers by physical means from polymer solutions, suspensions, dispersions or emulsions without recovery of the polymer therefrom
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/16—Nitrogen compounds, e.g. ammonia
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
- C02F2101/38—Organic compounds containing nitrogen
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/34—Nature of the water, waste water, sewage or sludge to be treated from industrial activities not provided for in groups C02F2103/12 - C02F2103/32
- C02F2103/36—Nature of the water, waste water, sewage or sludge to be treated from industrial activities not provided for in groups C02F2103/12 - C02F2103/32 from the manufacture of organic compounds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/34—Nature of the water, waste water, sewage or sludge to be treated from industrial activities not provided for in groups C02F2103/12 - C02F2103/32
- C02F2103/36—Nature of the water, waste water, sewage or sludge to be treated from industrial activities not provided for in groups C02F2103/12 - C02F2103/32 from the manufacture of organic compounds
- C02F2103/38—Polymers
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- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08J—WORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
- C08J11/00—Recovery or working-up of waste materials
- C08J11/02—Recovery or working-up of waste materials of solvents, plasticisers or unreacted monomers
Definitions
- the present invention relates to a wastewater purification method, and more particularly, to a method for recovering reusable components from wastewater in a purification step after a polymerization reaction using a nitrile monomer and lowering the total nitrogen content in wastewater transported to a wastewater treatment plant. It is about.
- nitrile-based rubber can be obtained by preparing a homopolymer or copolymer latex containing a unit derived from a nitrile-based monomer using a nitrile-based monomer.
- acrylonitrile-butadiene copolymer latex prepared by copolymerizing acrylonitrile and 1,3-butadiene may be mentioned.
- the nitrile-based rubber may be prepared through emulsion polymerization, and the emulsion polymerization may be a method of polymerizing monomers in a solution state using a medium.
- Emulsion polymerization of the nitrile-based rubber is, for example, polymerized by using water as a medium, adding a nitrile-based monomer alone or an additional monomer for copolymerization with the nitrile-based monomer, and through this, a unit derived from the nitrile-based monomer A homopolymer or copolymer latex is prepared.
- the homopolymer or copolymer latex containing the nitrile-based monomer-derived unit after polymerization is transferred to a blowdown tank, and unreacted materials and water are vaporized upward in the blowdown tank to be transferred to a wastewater tank. .
- ammonia is introduced to adjust the pH of the latex, and some of it may be vaporized along with water and flowed into the wastewater tank.
- 2 moles of unreacted nitrile monomers and 1 mole of ammonia react in the wastewater tank to form trimers, resulting in loss of nitrile monomers.
- the remaining wastewater after recovering the nitrile-based monomer from the wastewater is transported to a wastewater treatment plant.
- the total nitrogen content (total nitrogen, TN) in the wastewater transported to the wastewater treatment plant is very high, so a large cost must be invested in a wastewater treatment plant to treat it, and in the price competitiveness of latex products amid growing environmental regulations Big losses are occurring.
- the problem to be solved in the present invention in order to solve the problems mentioned in the background art of the present invention, the recovery of unreacted nitrile-based monomers in the production process of homopolymer or copolymer latex containing nitrile-based monomer-derived units It is an object of the present invention to provide a method for preventing city losses and minimizing the total nitrogen content in wastewater sent to a wastewater treatment plant.
- the present invention comprises the steps of: supplying a first mixed stream in which wastewater containing water, nitrile monomers and ammonia and an acid component are mixed to a first column; recovering nitrile-based monomers from the top draw stream of the first column; supplying a second mixed stream obtained by mixing a bottom discharge stream of the first column and a basic component to a second column; and recovering ammonia from the upper discharge stream of the second column and separating purified wastewater.
- cost competitiveness can be improved by minimizing the loss of unreacted nitrile monomers in the process of manufacturing homopolymer or copolymer latex containing nitrile monomer-derived units, recovering and reusing them.
- ammonia can be recovered and reused from wastewater from which unreacted nitrile monomers have been recovered from the wastewater, and the total nitrogen content in the purified wastewater transported to the wastewater treatment plant can be effectively lowered, requiring investment in a wastewater treatment plant for wastewater treatment. It can reduce costs and increase the price competitiveness of latex products amid growing environmental regulations.
- 1 and 2 are process flow charts according to the wastewater purification method in one embodiment of the present invention, respectively.
- FIG. 3 is a process flow diagram according to the wastewater purification method in Comparative Example.
- the term "stream" may refer to a flow of a fluid in a process, and may also refer to a fluid itself flowing in a pipe. Specifically, the stream may mean a fluid itself and a flow of the fluid flowing in a pipe connecting each device at the same time.
- the fluid may include any one or more components of gas, liquid, and solid.
- a method for purifying wastewater More specifically, supplying a first mixed stream obtained by mixing wastewater containing water, nitrile-based monomers and ammonia with an acid component to the first column 20; recovering nitrile-based monomers from the top off stream of the first column (20); supplying a second mixed stream obtained by mixing the bottom discharge stream of the first column 20 with a basic component to the second column 30; and recovering ammonia from the top discharge stream of the second column 30 and separating purification wastewater.
- the wastewater may be generated in a process for preparing homopolymer or copolymer latex containing units derived from nitrile-based monomers.
- the homopolymer or copolymer latex manufacturing process including the nitrile-based monomer-derived unit may include a polymerization step and a purification step.
- the polymerization step may be prepared through emulsion polymerization.
- the emulsion polymerization may be performed by using water as a medium and polymerizing the nitrile-based monomer alone or adding an additional monomer for copolymerization with the nitrile-based monomer.
- the additional monomer may include a conjugated diene-based monomer.
- the nitrile-based monomer may include at least one selected from the group consisting of acrylonitrile, methacrylonitrile, fumaronitrile, ⁇ -chloronitrile, and ⁇ -cyano ethyl acrylonitrile.
- the nitrile-based monomer may be acrylonitrile.
- the conjugated diene-based monomer is at least one selected from the group consisting of 1,3-butadiene, 2,3-dimethyl-1,3-butadiene, 2-ethyl-1,3-butadiene, 1,3-pentadiene and isoprene.
- the conjugated diene-based monomer may be 1,3-butadiene.
- the purification step may be a step of separating unreacted materials and water from the homopolymer or copolymer latex containing units derived from the nitrile-based monomers after the polymerization has been completed. Specifically, the homopolymer or copolymer latex containing the nitrile-based monomer-derived unit after polymerization is transferred to a blowdown tank, and unreacted materials and water are evaporated upward in the blowdown tank to wastewater tank (10 ) can be transported.
- ammonia In the blowdown tank, ammonia must be added to adjust the pH of the latex. However, in the process of vaporizing unreacted materials and water in the blowdown tank and transporting them to the wastewater tank 10, some of the ammonia is vaporized together with water and flows into the wastewater tank 10, and thus the wastewater tank 10 ), 2 moles of unreacted nitrile monomer and 1 mole of ammonia react to form a trimer called 3,3-iminodipropionitrile, resulting in loss of nitrile monomer. There was a problem with this occurring.
- the present invention is intended to provide a method for reducing the cost of wastewater treatment and improving the price competitiveness of latex products by minimizing the loss of unreacted nitrile-based monomers and the total nitrogen content in wastewater.
- wastewater containing water, nitrile-based monomers, and ammonia may be supplied to the wastewater tank 10 through a wastewater transfer line 11 .
- an acid component may be introduced into the wastewater tank 10 through an acid component transfer line 12 .
- the acid component is not particularly limited, and may include, for example, at least one selected from the group consisting of acetic acid, nitric acid, sulfuric acid, phosphoric acid, formic acid, and cyanic acid.
- the acid component may be acetic acid.
- a first mixed stream obtained by mixing wastewater containing water, nitrile-based monomers, and ammonia with an acid component may be discharged from the wastewater tank 10, and the first mixed stream may be supplied to the first column 20.
- the first mixed stream may be in a state in which the pH of the wastewater is lowered due to mixing of the acid component with the wastewater.
- the pH of the first mixed stream may be 1.5 or more, 2.5 or more, or 3.5 or more, and 4.5 or less, 5 or less, or 5.5 or less.
- the first mixed stream is supplied to the first column 20, and the nitrile-based monomers included in the first mixed stream can be recovered in the first column 20, The remaining components may be fed to the second column (30).
- the first column 20 separates components of the first mixed stream through distillation, and nitrile-based monomers may be recovered from the upper discharge stream of the first column 20 .
- the top discharge stream from the first column 20 may be condensed in the condenser 21 and then supplied to the decanter 22 .
- the decanter 22 may discharge the flare gas and separate the condensed upper discharge stream of the first column 20 into an aqueous layer and an organic layer.
- the water layer components separated in the decanter 22 may be transferred to the wastewater tank 10, and the organic layer components containing nitrile monomers may be recovered to produce homopolymer or copolymer latex containing units derived from nitrile monomers. It can be reused in the polymerization stage of the process.
- a portion of the bottom discharge stream of the first column 20 may be heated in a conventional reboiler 23 and then returned to the first column 20 as reflux.
- the total nitrogen content in the wastewater may be reduced.
- the ratio of the total nitrogen content in the bottom discharge stream of the first column 20 to the total nitrogen content in the wastewater may be 0.25 or more, 0.3 or more, 0.35 or more, and 0.5 or less or 0.55 or less.
- the operating temperature of the first column 20 may be 80 °C or higher, 90 °C or higher, or 95 °C or higher, and 100 °C or lower, 110 °C or lower, or 130 °C or lower.
- the operating temperature of the first column exceeds 130° C., polymer production by self-polymerization of acrylonitrile in the column is accelerated, which causes fouling in the device, making process operation impossible.
- the operating pressure of the first column 20 may be 0.5 bar or more, 0.7 bar or more, or 0.9 bar or more, and 1.5 bar or less, 2 bar or less, or 3 bar or less.
- the bottom discharge stream from the first column 20 may be supplied to the second column 30.
- the bottom discharge stream of the first column 20 may include remaining components from which nitrile-based monomers are recovered from wastewater, such as water and ammonium salts.
- the bottom discharge stream of the first column 20 is mixed with a basic component before being fed to the second column 30 to form a second mixed stream, which is fed to the second column 30.
- a line mixer 50 may be provided in an area where a second mixed stream is formed by mixing the bottom discharge stream of the first column 20 and the basic component. Specifically, the bottom discharge stream of the first column 20 is transferred through a line connected from the first column 20 to the second column 30, and a basic component transfer line 40 for transferring a basic component may join at any point of a line connecting the first column 20 to the second column 30. At this time, the line mixer 50 is provided in the area where the line connecting the first column 20 to the second column 30 and the base component transfer line 40 join to form the second mixed stream, so that the vortex Through the formation, the bottom discharge stream of the first column 20 and the base component can be effectively mixed in a short time, and a mixing device occupying a separate working space is not required. In addition, by effectively mixing the bottom discharge stream of the first column 20 and the basic component through the line mixer 50, most of the ammonium salt is converted into ammonia before the second mixed stream is supplied to the second column 30. can be converted
- the base component is not particularly limited, and may include, for example, at least one selected from the group consisting of sodium hydroxide, potassium hydroxide, calcium hydroxide, and barium hydroxide.
- the base component may be sodium hydroxide.
- the second mixed stream may be in a state where the pH of the lower discharged stream of the first column 20 is increased by mixing a basic component.
- the pH of the second mixed stream may be 8 or more, 8.5 or more, or 9 or more, and 12 or less, 12.5 or less, 13 or less, or 13.5 or less.
- the second mixed stream may be supplied to a distributor installed at the top of the second column 30.
- the second column 30 may separate ammonia and water in the second mixed stream through distillation. Specifically, ammonia may be recovered from the upper discharge stream of the second column 30, and purification wastewater may be separated as the lower discharge stream.
- a steam supply unit 33 may be provided under the second column 30 . Specifically, as a means for supplying heat to the second column 30, steam may be supplied through the steam supply unit 33 provided at the bottom of the second column 30 without installing a normal reboiler. Through this, there is no need to install a reboiler at the lower part of the second column 30, and when the reboiler is installed, fouling caused by partial precipitation of salt inside or outside the reboiler tube can be prevented.
- the steam supply unit 33 may include a steam transport pipe for transporting steam to the second column 30 and one or more injection nozzles provided in the steam transport pipe to inject steam into the second column 30.
- the spray nozzle may be formed to spray steam downward.
- the injection nozzle may be installed below the steam transfer pipe to inject steam downward.
- the flow rate ratio of the steam introduced into the steam supply unit 33 to the flow rate of the second mixed stream supplied to the second column 30 is, for example, 0.01 or more, 0.05 or more, or 0.1 or more and 0.3 or less, 1 or less, 2 It may be less than or equal to 5 or less than or equal to 10.
- the operating temperature of the second column 30 may be 80 °C or higher, 90 °C or higher, 95 °C or higher, or 99 °C or higher, and 100 °C or lower, 105 °C or lower, 110 °C or lower, or 130 °C or lower.
- the capacity of the heat exchanger required to transfer the bottom discharge stream of the second column 30 to the wastewater treatment plant increases, in terms of equipment investment or operating cost. There is a downside.
- the operating pressure of the second column 30 may be 0.5 bar or more, 0.7 bar or more, or 0.9 bar or more, and 1.5 bar or less, 2 bar or less, or 3 bar or less.
- the packing height of the second column may mean the height of the packing material cluster at which gas-liquid contact occurs within the second column 30, and the packing height is, for example, 2 m or more, 4 m or more. m or more than 6 m or more than 10 m and less than or equal to 15 m, less than or equal to 20 m or less than or equal to 25 m.
- the packing height is at least 2 m or more, an effect of reducing the total nitrogen content in wastewater can be obtained.
- the packing height exceeds 25 m, the difference in total nitrogen content reduction is not large compared to when the packing height is 25 m or less, but there is a problem in that equipment costs for columns and column structures for this increase.
- ammonia By spraying steam through the steam supply unit 33, ammonia may be volatilized upward in the column.
- the volatilized ammonia is discharged as the upper discharge stream of the second column 30, and the upper discharge stream of the second column 30 may be condensed in the condenser 31 and then supplied to the reflux tank 32.
- Flare gas is discharged upward from the reflux tank 32, a portion of the lower discharge stream containing ammonia is refluxed to the second column 30, and the remainder is recovered and reused for pH control of latex. .
- the concentration of ammonia in the recovered ammonia can be increased, and through this, process conditions (recipe) management can be facilitated during reuse.
- the remaining purified wastewater from which nitrile monomers and ammonia are separated may be discharged as a lower discharge stream of the second column 30, and this may be transferred to a wastewater treatment plant.
- the ratio of the total nitrogen content in the bottom discharge stream of the second column 30 to the total nitrogen content in the wastewater may be 0.01 or more, 0.05 or more, or 0.08 or more, and 0.11 or less, 0.13 or less, or 0.15 or less.
- the wastewater generated in the process of manufacturing homopolymer or copolymer latex containing units derived from the nitrile monomer is purified by the wastewater purification method according to the present invention, it can be recovered and reused while reducing the loss of the nitrile monomer in the wastewater.
- Ammonia can be recovered and reused, and the total nitrogen content in wastewater can be effectively reduced at the point of being transported to a wastewater treatment plant.
- devices such as a distillation column, a condenser, a reboiler, a valve, a pump, a separator, and a mixer may be additionally installed.
- wastewater discharged from the acrylonitrile-butadiene copolymer latex manufacturing process was purified.
- wastewater containing water, acrylonitrile monomer and ammonia and having a pH of 8 is supplied to the wastewater tank 10 through the wastewater transfer line 11, and acetic acid is supplied to the wastewater tank through the acid component transfer line 12. (10), and the first mixed stream discharged from the wastewater tank (10) was supplied to the first column (20).
- the total nitrogen content of the wastewater was 6,000 ppm
- the pH of the first mixed stream was confirmed to be 5.5
- the total nitrogen content was measured using a commercially available total nitrogen (TN) meter.
- the top discharge stream is condensed in the condenser 21 and then supplied to the decanter 22, and the flare gas is discharged from the decanter 22, separated into an aqueous layer and an organic layer, and the organic layer components
- the acrylonitrile monomer was recovered and reused, and the water layer components were transferred to the wastewater tank (10).
- a portion of the bottom discharge stream of the first column 20 was heated and refluxed using the reboiler 23, and the rest was mixed with sodium hydroxide transferred through the basic component transfer line 40 to obtain a second mixed stream After forming, it was supplied to the second column 30.
- the operating temperature of the first column 20 was 95 °C, and the operating pressure was adjusted to 1 bar.
- the total nitrogen content of the bottom discharge stream of the first column 20 was 3,000 ppm, and the pH of the second mixed stream was confirmed to be 10.
- the flow rate ratio of the steam supplied to the flow rate of the second mixed stream supplied to the second column 30 is adjusted to 0.1 through the steam supply unit 33 configured to inject steam upward.
- the components of the 2 mixed streams were separated.
- the top discharge stream is condensed in the condenser (31) and then supplied to the reflux tank (32), the flare gas is discharged from the reflux tank (32), and a part of the bottom discharge stream is refluxed. , and ammonia was recovered from the remainder and reused.
- the bottom discharge stream of the second column 30 was sent to a wastewater treatment plant as purified wastewater.
- the operating temperature of the second column 30 was 99 °C
- the operating pressure was adjusted to 1 bar
- the packing height was adjusted to 10 m.
- the total nitrogen content in the purified wastewater transported to the wastewater treatment plant was confirmed to be 500 ppm.
- the acrylonitrile recovery rate calculated from the ratio of the content of acrylonitrile monomer recovered in the first column 20 to the content of acrylonitrile monomer contained in the wastewater supplied to the wastewater tank 10 is 99.9%. Confirmed.
- wastewater discharged from the acrylonitrile-butadiene copolymer latex manufacturing process was purified.
- Example 1 it was carried out in the same manner as in Example 1, except that the line mixer 50 was used when mixing the bottom discharge stream of the first column 20 and sodium hydroxide.
- the total nitrogen content in the purified wastewater transported to the wastewater treatment plant was confirmed to be 300 ppm.
- the acrylonitrile recovery rate was confirmed to be 99.9%.
- Example 1 the same method as in Example 1 was performed except that the steam supply unit 33 was formed to spray steam downward from the second column 30.
- the total nitrogen content in the purified wastewater transported to the wastewater treatment plant was confirmed to be 300 ppm.
- the acrylonitrile recovery rate was confirmed to be 99.9%.
- wastewater discharged from the acrylonitrile-butadiene copolymer latex manufacturing process was purified.
- Example 1 when mixing the bottom discharge stream of the first column 20 and sodium hydroxide, a line mixer 50 is used, and steam is sprayed downward from the second column 30 Except for forming the supply unit 33, it was carried out in the same manner as in Example 1. In this case, the total nitrogen content in the purified wastewater transported to the wastewater treatment plant was confirmed to be 100 ppm. In addition, the acrylonitrile recovery rate was confirmed to be 99.9%.
- the total nitrogen content in the purified wastewater is reduced through the installation of the line mixer 50, and the steam is injected downward through the steam supply unit 33 to separate, disperse, and mix the wastewater in the second column 30. It is possible to more effectively reduce the nitrogen content remaining in the purified wastewater by increasing the pH and uniformizing the pH of the second mixed stream through the line mixer 50 to increase the conversion efficiency of ammonium salt to ammonia.
- Example 4 the same method as in Example 4 was performed except that the pH of the first mixed stream was controlled to 5.5. In this case, the acrylonitrile recovery rate was confirmed to be 99.9%.
- Example 4 the same method as in Example 4 was performed except that the pH of the first mixed stream was controlled to 6. In this case, the acrylonitrile recovery rate was confirmed to be 90%.
- Example 4 the same method as in Example 4 was performed except that the pH of the first mixed stream was controlled to 6.5. In this case, the recovery rate of the acrylonitrile was confirmed to be 60%.
- Example 4 the same method as in Example 4 was performed except that the pH of the first mixed stream was controlled to 7. In this case, the acrylonitrile recovery rate was confirmed to be 30%.
- Example 4 the same method as in Example 4 was performed except that the pH of the second mixed stream at the rear of the line mixer was controlled to 8. In this case, the total nitrogen content in the purified wastewater was confirmed to be 200 ppm.
- Example 4 the same method as in Example 4 was performed except that the pH of the second mixed stream at the rear end of the line mixer was controlled to 9. In this case, the total nitrogen content in the purified wastewater was confirmed to be 150 ppm.
- Example 4 the same method as in Example 4 was performed except that the pH of the second mixed stream at the rear of the line mixer was controlled to 11. In this case, the total nitrogen content in the purified wastewater was confirmed to be 100 ppm.
- Example 4 the same method as in Example 4 was performed except that the pH of the second mixed stream at the rear end of the line mixer was controlled to 12. In this case, the total nitrogen content in the purified wastewater was confirmed to be 100 ppm.
- Example 4 the same method as in Example 4 was performed except that the packing height of the second column 30 was controlled to 3 m. In this case, the total nitrogen content in the purified wastewater was confirmed to be 500 ppm.
- Example 4 the same method as in Example 4 was performed except that the packing height of the second column 30 was controlled to 5 m. In this case, the total nitrogen content in the purified wastewater was confirmed to be 200 ppm.
- Example 4 the same method as in Example 4 was performed except that the packing height of the second column 30 was controlled to 15 m. In this case, the total nitrogen content in the purified wastewater was confirmed to be 100 ppm.
- Example 4 the same method as in Example 4 was performed except that the packing height of the second column 30 was controlled to 20 m. In this case, the total nitrogen content in the purified wastewater was confirmed to be 100 ppm.
- Example 4 the same method as in Example 4 was performed except that the flow rate ratio of the steam supplied to the flow rate of the second mixed stream supplied to the second column 30 was adjusted to 0.03. In this case, the total nitrogen content in the purified wastewater was confirmed to be 1000 ppm.
- Example 4 the same method as in Example 4 was performed except that the flow rate ratio of the steam supplied to the flow rate of the second mixed stream supplied to the second column 30 was adjusted to 0.05. In this case, the total nitrogen content in the purified wastewater was confirmed to be 300 ppm.
- Example 4 the same method as in Example 4 was performed except that the flow rate ratio of the steam supplied to the flow rate of the second mixed stream supplied to the second column 30 was adjusted to 0.2. In this case, the total nitrogen content in the purified wastewater was confirmed to be 100 ppm.
- Example 4 the same method as in Example 4 was performed except that the flow rate ratio of the steam supplied to the flow rate of the second mixed stream supplied to the second column 30 was adjusted to 0.3. In this case, the total nitrogen content in the purified wastewater was confirmed to be 100 ppm.
- Example 4 the same method as in Example 4 was performed except that the operating temperature of the first column 20 was adjusted to 80 °C. In this case, the acrylonitrile recovery rate was confirmed to be 70%.
- Example 4 the same method as in Example 4 was performed except that the operating temperature of the first column 20 was adjusted to 85 °C. In this case, the acrylonitrile recovery rate was confirmed to be 90%.
- Example 4 the same method as in Example 4 was performed except that the operating temperature of the first column 20 was adjusted to 90 °C. In this case, the acrylonitrile recovery rate was confirmed to be 98%.
- Example 4 the same method as in Example 4 was performed except that the operating temperature of the first column 20 was adjusted to 100 °C. In this case, the acrylonitrile recovery rate was confirmed to be 99.9%.
- Example 4 the same method as in Example 4 was performed except that the operating temperature of the second column 30 was adjusted to 80 °C. In this case, the total nitrogen content in the purified wastewater was confirmed to be 1000 ppm.
- Example 4 the same method as in Example 4 was performed except that the operating temperature of the second column 30 was adjusted to 85 °C. In this case, the total nitrogen content in the purified wastewater was confirmed to be 500 ppm.
- Example 4 the same method as in Example 4 was performed except that the operating temperature of the second column 30 was adjusted to 90 °C. In this case, the total nitrogen content in the purified wastewater was confirmed to be 300 ppm.
- Example 4 the same method as in Example 4 was performed except that the operating temperature of the second column 30 was adjusted to 105 °C. In this case, the total nitrogen content in the purified wastewater was confirmed to be 100 ppm.
- Example 4 Referring to Example 4 and Example 25 to Example 28, it was confirmed that nitrogen removal efficiency in wastewater was high when the operating temperature of the second column 30 was controlled to 95° C. or higher.
- wastewater discharged from the acrylonitrile-butadiene copolymer latex manufacturing process was purified.
- wastewater containing water, acrylonitrile monomer and ammonia and having a pH of 8 is supplied to the wastewater tank 10 through the wastewater transfer line 11, and the wastewater is discharged from the wastewater tank 10 to first fed to column 20. At this time, it was confirmed that the total nitrogen content of the wastewater was 6,000 ppm.
- the top discharge stream is condensed in the condenser 21 and then supplied to the decanter 22, and the flare gas is discharged from the decanter 22, separated into an aqueous layer and an organic layer, and the organic layer components
- the acrylonitrile monomer was recovered and reused, and the water layer components were transferred to the wastewater tank (10).
- a part of the bottom discharge stream of the first column 20 was heated and refluxed using the reboiler 23, and the rest was sent to a wastewater treatment plant as purified wastewater.
- the operating temperature of the first column 20 was 95 °C, and the operating pressure was adjusted to 1 bar.
- the total nitrogen content in the purified wastewater transported to the wastewater treatment plant was confirmed to be 3000 ppm.
- the acrylonitrile recovery rate was confirmed to be 30%.
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- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Health & Medical Sciences (AREA)
- Medicinal Chemistry (AREA)
- Polymers & Plastics (AREA)
- Dispersion Chemistry (AREA)
- Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
- Removal Of Specific Substances (AREA)
- Heat Treatment Of Water, Waste Water Or Sewage (AREA)
- Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)
- Physical Water Treatments (AREA)
Abstract
Description
Claims (12)
- 물, 니트릴계 단량체 및 암모니아를 포함하는 폐수와 산 성분을 혼합한 제1 혼합 스트림을 제1 컬럼으로 공급하는 단계;상기 제1 컬럼의 상부 배출 스트림으로부터 니트릴계 단량체를 회수하는 단계;상기 제1 컬럼의 하부 배출 스트림과 염기 성분을 혼합한 제2 혼합 스트림을 제2 컬럼으로 공급하는 단계; 및상기 제2 컬럼의 상부 배출 스트림으로부터 암모니아를 회수하고, 정제 폐수를 분리하는 단계를 포함하는 폐수 정제방법.
- 제1항에 있어서,상기 제1 혼합 스트림의 pH는 1.5 내지 5.5인 폐수 정제방법.
- 제1항에 있어서,상기 산 성분은 초산, 질산, 황산, 인산, 포름산 및 시안산으로 이루어진 군으로부터 선택된 1종 이상을 포함하는 폐수 정제방법.
- 제1항에 있어서,상기 제2 혼합 스트림의 pH는 8 내지 13.5인 폐수 정제방법.
- 제1항에 있어서,상기 염기 성분은 수산화 나트륨, 수산화 칼륨, 수산화 칼슘 및 수산화 바륨으로 이루어진 군으로부터 선택된 1종 이상을 포함하는 폐수 정제방법.
- 제1항에 있어서,상기 제1 컬럼의 하부 배출 스트림과 염기 성분을 혼합하여 제2 혼합 스트림을 형성하는 영역에 구비된 라인 믹서를 포함하는 폐수 정제방법.
- 제1항에 있어서,상기 제2 컬럼은 하부에 구비된 스팀 공급부를 포함하는 폐수 정제방법.
- 제7항에 있어서,상기 스팀 공급부는 상기 제2 컬럼으로 스팀을 이송하는 스팀 이송배관 및 상기 스팀 이송배관에 구비되어 스팀을 제2 컬럼의 내부로 분사하는 하나 이상의 분사 노즐을 포함하며,상기 분사 노즐은 하방으로 스팀을 분사하도록 형성된 폐수 정제방법.
- 제7항에 있어서,상기 제2 컬럼으로 공급되는 제2 혼합 스트림의 유량 대비 상기 스팀 공급부로 투입되는 스팀의 유량비는 0.01 내지 10인 폐수 정제방법.
- 제1항에 있어서,상기 제1 컬럼의 운전 온도는 80 ℃ 내지 130 ℃이고, 운전 압력은 0.5 bar 내지 3 bar인 폐수 정제방법.
- 제1항에 있어서,상기 제2 컬럼의 운전 온도는 80 ℃ 내지 130 ℃이고, 운전 압력은 0.5 bar 내지 3 bar인 폐수 정제방법.
- 제1항에 있어서,상기 제2 컬럼의 패킹 높이는 2 m 내지 25 m인 폐수 정제방법.
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| CN202280005399.5A CN116710408B (zh) | 2021-11-17 | 2022-07-01 | 废水的净化方法 |
| EP22839623.0A EP4206145A4 (en) | 2021-11-17 | 2022-07-01 | METHOD FOR PURIFYING WASTE WATER |
| JP2023501253A JP7488414B2 (ja) | 2021-11-17 | 2022-07-01 | 廃水精製方法 |
| US18/017,794 US12215042B2 (en) | 2021-11-17 | 2022-07-01 | Wastewater purification method |
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| EP (1) | EP4206145A4 (ko) |
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| Publication number | Publication date |
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| JP7488414B2 (ja) | 2024-05-21 |
| CN116710408A (zh) | 2023-09-05 |
| EP4206145A4 (en) | 2024-01-10 |
| EP4206145A1 (en) | 2023-07-05 |
| CN116710408B (zh) | 2025-07-22 |
| JP2023554207A (ja) | 2023-12-27 |
| KR20230072244A (ko) | 2023-05-24 |
| US20240246837A1 (en) | 2024-07-25 |
| KR102915064B1 (ko) | 2026-01-19 |
| US12215042B2 (en) | 2025-02-04 |
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