CN117361731A - Method for treating chlorine-containing organic wastewater by supercritical water oxidation - Google Patents

Method for treating chlorine-containing organic wastewater by supercritical water oxidation Download PDF

Info

Publication number
CN117361731A
CN117361731A CN202311268834.6A CN202311268834A CN117361731A CN 117361731 A CN117361731 A CN 117361731A CN 202311268834 A CN202311268834 A CN 202311268834A CN 117361731 A CN117361731 A CN 117361731A
Authority
CN
China
Prior art keywords
chlorine
supercritical water
waste liquid
preheater
containing organic
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
CN202311268834.6A
Other languages
Chinese (zh)
Inventor
边柳
陈忠伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Xinfeng Aerospace Equipment Co Ltd
Original Assignee
Beijing Xinfeng Aerospace Equipment Co Ltd
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 Beijing Xinfeng Aerospace Equipment Co Ltd filed Critical Beijing Xinfeng Aerospace Equipment Co Ltd
Priority to CN202311268834.6A priority Critical patent/CN117361731A/en
Publication of CN117361731A publication Critical patent/CN117361731A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/727Treatment of water, waste water, or sewage by oxidation using pure oxygen or oxygen rich gas
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01JCHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J19/00Chemical, physical or physico-chemical processes in general; Their relevant apparatus
    • B01J19/0006Controlling or regulating processes
    • B01J19/0013Controlling the temperature of the process
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01JCHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J19/00Chemical, physical or physico-chemical processes in general; Their relevant apparatus
    • B01J19/0006Controlling or regulating processes
    • B01J19/002Avoiding undesirable reactions or side-effects, e.g. avoiding explosions, or improving the yield by suppressing side-reactions
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/12Halogens or halogen-containing compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/30Organic compounds
    • C02F2101/36Organic compounds containing halogen
    • C02F2101/363PCB's; PCP's
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00Controlling or monitoring parameters in water treatment
    • C02F2209/08Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2303/00Specific treatment goals
    • C02F2303/14Maintenance of water treatment installations
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2305/00Use of specific compounds during water treatment
    • C02F2305/02Specific form of oxidant
    • C02F2305/023Reactive oxygen species, singlet oxygen, OH radical
    • 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
    • Y02P20/50Improvements relating to the production of bulk chemicals
    • Y02P20/54Improvements relating to the production of bulk chemicals using solvents, e.g. supercritical solvents or ionic liquids

Landscapes

  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

The invention relates to a method for treating chlorine-containing organic wastewater by supercritical water oxidation, which is characterized by comprising the following steps: step one, for chlorine concentration higher than 10mg/L, containing two kinds of inorganic chloride MCl and organic chlorine, wherein M is the treatment of chlorine-containing organic waste liquid of metal ions, firstly, pretreating the chlorine-containing organic waste liquid to a condition that supercritical water oxidation equipment can be fed; specifically, if the COD of the chlorine-containing organic waste liquid is higher than 15 ten thousand mg/L, the chlorine-containing organic waste liquid needs to be diluted to 10-15 ten thousand ppm; if the COD is lower than 5 ten thousand COD, adding an organic auxiliary agent to improve the COD to 10 ten thousand to 15 ten thousand COD; the chlorine-containing substances are discharged in time, so that the time of existence of Cl in supercritical equipment is reduced, the probability of equipment corrosion is reduced, and particularly, the high-temperature and oxygen-containing reaction kettle is protected.

Description

Method for treating chlorine-containing organic wastewater by supercritical water oxidation
Technical Field
The invention belongs to the technical fields of energy, chemical industry and environmental protection, relates to a process for treating chlorine-containing wastewater by supercritical water oxidation, and in particular relates to a chlorine removal process in supercritical water oxidation technology for treating high-chlorine-containing organic waste liquid. The method is also suitable for removing chloride ions in subcritical water.
Background
Supercritical water oxidation (SCWO) is carried out by using water under supercritical state (pressure of more than 22.1MPa and temperature of more than 374.3deg.C) in oxidizing agent (such as oxygen,Air or hydrogen peroxide, etc.), and through the free radical reaction at high temperature and high pressure, the organic matters are oxidized and decomposed into CO 2 、H 2 O、N 2 And other harmless micromolecular substances, so that the method for decomposing and removing the organic matters has the organic pollutant removal rate of more than 99 percent, and the inorganic salt has extremely low solubility in supercritical water and is easy to separate; is a novel organic wastewater treatment technology with high purification efficiency, fast reaction rate, thorough decomposition and no secondary pollution. SCWO is a very promising technology, and SCWO is listed as the most promising waste treatment technology in "energy and environment" which is one of the six fields listed as the key technology in the united states.
Although the supercritical water oxidation technology has obvious advantages, two major problems which plague the industrialized popularization of the supercritical water oxidation technology, namely corrosion and salt deposition blockage, exist. Most of the existing commercial or pilot plant treatment objects are organic wastewater with low salt content and low chloride ion content. The chloride ion has the characteristics of small ionic radius, strong penetrating power and strong adsorption by the metal surface. The higher the concentration of chloride ions, the stronger the conductivity of the aqueous solution, the lower the resistance of the electrolyte, the easier the chloride ions reach the metal surface, and the progress of local corrosion is accelerated; the existence of chloride ions in an acidic environment can form a chloride salt layer on the surface of metal and replace FeCO with protective performance 3 Films, resulting in high pitting rates. During the etching process, chloride ions are not only enriched in pit but also in the areas where pit is not generated, which are the early stages of pit formation. Currently, limited thereto, most cannot be removed by supercritical water oxidation technology equipment for chlorine-containing wastewater.
Disclosure of Invention
The invention provides a method for treating chlorine-containing organic waste liquid by supercritical water oxidation technology, which solves the problem that the existing supercritical water oxidation technology cannot treat the chlorine-containing organic waste liquid.
The method for treating the chlorine-containing organic wastewater by supercritical water oxidation is characterized by comprising the following steps of:
step one, for chlorine concentration higher than 10mg/L, containing two kinds of inorganic chloride MCl and organic chlorine, wherein M is the treatment of chlorine-containing organic waste liquid of metal ions, firstly, pretreating the chlorine-containing organic waste liquid to a condition that supercritical water oxidation equipment can be fed; specifically, if the COD of the chlorine-containing organic waste liquid is higher than 15 ten thousand mg/L, the chlorine-containing organic waste liquid needs to be diluted to 10-15 ten thousand ppm; if the COD is lower than 5 ten thousand COD, adding an organic auxiliary agent to improve the COD to 10 ten thousand to 15 ten thousand COD;
step two, pumping the pretreated chlorine-containing organic waste liquid in the step one into a preheater I of a supercritical water oxidation system through a high-pressure pump, and heating the chlorine-containing organic waste liquid to 150-200 ℃ in the preheater I; then the chlorine-containing organic waste liquid enters a preheater II, and the chlorine-containing organic waste liquid is heated to 250-300 ℃ in the preheater II; at this point, the supercritical water state is approached;
step three, inorganic chlorine in the organic waste liquid containing chlorine in the preheater II forms an MCl-MOH solid mixture with ionized OH-crystal nucleation in supercritical water, wherein M is a metal ion; MOH is fixed in amorphous MCl clusters, the solubility of MCl.MOH in near critical water is reduced, and precipitation is formed along with the growth of crystallization and enters a salt discharging device at the lower end of a preheater II; ionized H+ and Cl-in supercritical water form HCl association and are separated to enter a near-critical water state, the HCl association enters the upper part of a preheater II, a chlorine discharge valve at the top end of the preheater II is opened, high-concentration water containing HCl enters a cooler along with the supercritical water to be cooled, and then is discharged from a reactor water purifying port, and the HCl association enters a water outlet back pressure valve to be in a normal state; the MCl-MOH solid mixture is deposited downwards due to gravity, a salt discharging device falling into the lower part of the reactor is not heated and kept warm, the solubility of salt is increased due to the fact that the temperature is reduced to be in a non-supercritical water state, crystallized MCl-MOH is dissolved again or partially dissolved, and after a set time, a salt discharging valve II of the preheater is opened to discharge the MCl-MOH solid mixture;
step four, after chlorine removal through a preheater II, the waste liquid containing the organic chlorine enters a reaction kettle to be heated to 360-650 ℃, and is in a supercritical water state at the moment;
reacting organic chlorine in the chlorine-containing organic waste liquid in the reaction kettle with oxygen pumped by a high-pressure oxygen pump to generate Cl ions, and crystallizing and nucleating in supercritical water to form an MCl-MOH solid mixture, wherein M is a metal ion; MOH is fixed in the amorphous MCl cluster, and forms sediment along with the growth of crystallization to enter a salt collecting device at the lower end of the reaction kettle; HCl association is separated to enter supercritical water state and is positioned at the upper part of the reaction kettle; the chlorine discharge valve at the top end of the reaction kettle is opened, HCl-containing high-concentration water enters the cooler along with supercritical water to be cooled and then is discharged from the purification water port of the reactor, and the HCl-containing high-concentration water flows out normally after passing through the back pressure valve of the water outlet pipe; after the set time, opening a salt discharging valve of the reaction kettle to discharge the MCl.MOH solid mixture;
step six, cooling hydrogen chloride discharged from a chlorine discharge port at the top end of the preheater II and the reaction kettle by a cooler, separating by a gas-liquid separator after passing through a pressure reducing valve, wherein the discharged materials are HCl gas and hydrochloric acid, and the HCl gas is collected by a balloon;
step seven, organic waste liquid is subjected to supercritical water oxidation treatment and then sequentially returns to the preheater II and the preheater I through a tube pass to perform heat exchange; and cooling by a cooler, flowing out by a back pressure valve, and finally discharging by a gas-liquid separator.
The organic auxiliary agent in the first step is methanol and sucrose solution organic solvent.
If the chlorine-containing organic waste liquid contains solid particles, the solid particles need to be filtered through a vibrating screen.
And step six, when the output of HCl gas and hydrochloric acid is not high, introducing a gas exhaust port into the NaOH solution to neutralize and generate NaCl solution.
Compared with the prior art, the invention has the advantages that:
the invention utilizes the fact that the solubility of inorganic substances such as MCl and the like in supercritical water can be rapidly reduced along with the rising of temperature and pressure, and ions ionized in normal state tend to form ions in the supercritical water to deposit crystals. CL ions combine with H to form HCl, above the supercritical (near) water. The chlorine-containing substances are discharged in time, so that the time of existence of Cl in supercritical equipment is reduced, the probability of equipment corrosion is reduced, and particularly, the high-temperature and oxygen-containing reaction kettle is protected.
In supercritical (near) water, MCl solubility decreases rapidly with increasing temperature, i.e. its equilibrium concentration ceq decreases rapidly. Both the absolute supersaturation deltac and the supersaturation coefficient s of the NaCl supercritical water system increase rapidly as ceq decreases. At extremely high supersaturation in supercritical water, MCl instantaneously forms a large number of clusters and nanoparticles to become crystal nuclei and grow. The initially formed MCl clusters and nanoparticles can be regarded as amorphous NaCl hydrate in the course of nucleation of these particles, water molecules being adsorbed to the periphery of MCl nuclei clusters and occupying the interstices of these MCl clusters, being trapped and enclosed inside MCl nuclei clusters during MCl nanocrystal growth. The electrostatic field generated by NaCl crystallization and condensation ions is up to 1010V/m, and can drive the decomposition of pressure-bearing water molecules, and the decomposition equation is as follows:
mMCl(s)+nH2O(sc)→MCl(sc)+MOH·(m-1)MCl(s)+(n-1)H 2 O(sc)
compared with other inventions, the invention provides a method for treating chlorine-containing organic wastewater by a supercritical water oxidation method. For the inorganic chlorine in the wastewater, the inorganic chlorine can be discharged from the top end in the form of HCl in advance and discharged from the bottom end in the form of deposited salt of MCl.MOH type solid mixture in advance. For Cl in the organic state (like polychlorinated biphenyl, abbreviated as PCB), HCl generated after reaction with oxygen is discharged at the top of the reaction vessel, and mcl.moh type solid mixture is discharged from the bottom in the form of deposited salt. The chlorine-containing substances are discharged in time, so that the time of existence of Cl in supercritical equipment is reduced, the probability of equipment corrosion is reduced, and particularly, the high-temperature and oxygen-containing reaction kettle is protected.
Drawings
FIG. 1 is a process flow diagram of treating chlorine-containing wastewater by supercritical water oxidation reaction.
The method comprises the steps of (1) enabling chlorine-containing wastewater to enter a shell pass of a preheater I, (2) enabling chlorine-containing wastewater to enter a shell pass of a preheater II from the bottom end, (3) enabling chlorine-containing wastewater to enter the top of a reaction kettle, (4) enabling chlorine-containing wastewater to enter a tube pass of the preheater II after the chlorine-containing wastewater is reacted with oxygen completely, (5) enabling chlorine-containing wastewater to enter a tube pass of the preheater I, (6) enabling chlorine-containing wastewater to enter a cooler I, and (7) enabling chlorine-containing wastewater to enter a gas-water separator I through a back pressure valve I1, wherein gas containing CO2, N2, water vapor and the like is discharged into the atmosphere; the liquid is clean water after treatment, COD is less than 100ppm, and the liquid is discharged into a collecting device.
The route (8) is an oxygen input route, and enters a reaction kettle to react with the organic waste liquid; in particular, in order to ensure the full oxidation of the organic waste liquid, the oxygen is generally in excess of 50% -100%.
The route (9) is a chlorine discharge route of the organic waste liquid in the preheater II, and the organic waste liquid is cooled by the cooler II and then passes through the routeThrough the back pressure valve II 2, the gas enters the gas-liquid separator II, and the gas phase is HCl gas and is collected by a balloon. If the yield is not large, the gas removal port can be vented to NaOH solution to neutralize to produce NaCl solution.
Route r is the route through which the organic chlorine is cooled from cooler II after reactionEnters a back pressure valve 3 and then enters a gas-liquid separator II, and the gas phase is HCl gas and is collected by a balloon. If the yield is not large, the gas removal port can be vented to NaOH solution to neutralize to produce NaCl solution.
The salt solution of the salt discharging port at the bottom of the preheater II and the reaction kettle is cooled by the cooler II and the cooler I after the MCl MOH solid mixture flows out and passes through the path->And the gas enters a back pressure valve IV 4 and then enters a gas-liquid separator III.
Wherein, 1 is a back pressure valve I, 2 is a back pressure valve II, 3 is a back pressure valve III, and 4 is a back pressure valve IV.
Detailed Description
The invention comprises the following steps:
step one, pretreating chlorine-containing organic waste liquid to a condition that supercritical water oxidation equipment can be fed; specifically, if the COD of the chlorine-containing organic waste liquid is higher than 15 ten thousand mg/Lppm, the chlorine-containing organic waste liquid needs to be diluted to 10-15 ten thousand ppm; if the COD is lower than 5 ten thousand COD, adding an organic auxiliary agent to improve the COD to 10 ten thousand to 15 ten thousand COD; the chlorine concentration is higher than 10mg/L, and the chlorine-free catalyst comprises two inorganic chlorides MCl (M is a metal ion) and organic chlorine.
Step two, pumping the pretreated chlorine-containing organic waste liquid in the step one into a preheater I of a supercritical water oxidation system through a high-pressure pump, and heating the chlorine-containing organic waste liquid to 150-200 ℃ in the preheater I; then the chlorine-containing organic waste liquid enters a preheater II, and the chlorine-containing organic waste liquid is heated to 250-300 ℃ in the preheater II; at this point, the supercritical water state is approached;
step three, inorganic chloride ions in the organic waste liquid containing chlorine in the preheater II are nucleated with ionized OH-crystals in supercritical water to form an MCl-MOH solid mixture, wherein M is a metal ion; MOH is fixed in amorphous MCl clusters, the solubility of MCl.MOH in near critical water is reduced, and as crystallization grows up, sediment is formed and enters a salt collecting and discharging device at the lower end of the preheater II; h+ ionized in supercritical water and Cl-form HCl association, and then the HCl association is separated to enter a supercritical water state, and the HCl association is positioned at the upper part of a preheater II; the chlorine discharge valve at the top end of the preheater II is opened, HCl-containing high-concentration water enters the cooler along with supercritical water to be cooled, and then is discharged from the reactor purification water gap, and the HCl-containing high-concentration water becomes a normal state after passing through the back pressure valve of the water outlet pipe; the MCl-MOH solid mixture is deposited downwards due to gravity, a salt discharging device is arranged in a subcritical region at the lower part of the reactor, the salt discharging device is not heated and is kept warm, and then the temperature is reduced to be in a non-supercritical water state, so that the solubility of salt is increased, crystallized MCl-MOHNaCl and NaOH are dissolved or partially dissolved again, and the pH value of the discharged salt water is increased; after the set time, opening a salt discharging valve II of the preheater to discharge the MCl.MOH solid mixture;
and fourthly, after chlorine removal through the preheater II, the waste liquid containing the organic chlorine enters a reaction kettle to be heated to 360-650 ℃, and is in a supercritical water state at the moment.
Reacting organic chlorine in the chlorine-containing organic waste liquid in the reaction kettle with oxygen pumped by a high-pressure oxygen pump to generate Cl ions, and crystallizing and nucleating in supercritical water to form an MCl-MOH solid mixture, wherein M is a metal ion; MOH is fixed in the amorphous MCl cluster, and forms sediment along with the growth of crystallization to enter a salt collecting device at the lower end of the reaction kettle; HCl association is separated to enter supercritical water state and is positioned at the upper part of the reaction kettle; the chlorine discharge valve at the top end of the reaction kettle is opened, HCl-containing high-concentration water enters the cooler along with supercritical water to be cooled and then is discharged from the purification water port of the reactor, and the HCl-containing high-concentration water flows out normally after passing through the back pressure valve of the water outlet pipe; after the set time, opening a salt discharging valve of the reaction kettle to discharge the MCl.MOH solid mixture;
step six, cooling hydrogen chloride discharged from a chlorine discharge port at the top end of the preheater II and the reaction kettle by a cooler, separating by a gas-liquid separator after passing through a pressure reducing valve, wherein the discharged materials are HCl gas and hydrochloric acid, and the HCl gas is collected by a balloon;
and step seven, sequentially returning the organic waste liquid to the preheater II and the preheater I through a tube pass after supercritical water oxidation treatment, and performing heat exchange. And cooling by a cooler, flowing out by a back pressure valve, and finally discharging by a gas-liquid separator.
Wherein the organic auxiliary agent in the first step is methanol and sucrose solution organic solvent.
If the chlorine-containing organic waste liquid contains solid particles, the solid particles need to be filtered through a vibrating screen.
And step six, when the output of HCl gas and hydrochloric acid is not high, introducing a gas exhaust port into the NaOH solution to neutralize and generate NaCl solution.

Claims (4)

1. The method for treating the chlorine-containing organic wastewater by supercritical water oxidation is characterized by comprising the following steps of:
step one, for chlorine concentration higher than 10mg/L, containing two kinds of inorganic chloride MCl and organic chlorine, wherein M is the treatment of chlorine-containing organic waste liquid of metal ions, firstly, pretreating the chlorine-containing organic waste liquid to a condition that supercritical water oxidation equipment can be fed; specifically, if the COD of the chlorine-containing organic waste liquid is higher than 15 ten thousand mg/L, the chlorine-containing organic waste liquid needs to be diluted to 10-15 ten thousand ppm; if the COD is lower than 5 ten thousand COD, adding an organic auxiliary agent to improve the COD to 10 ten thousand to 15 ten thousand COD;
step two, pumping the pretreated chlorine-containing organic waste liquid in the step one into a preheater I of a supercritical water oxidation system through a high-pressure pump, and heating the chlorine-containing organic waste liquid to 150-200 ℃ in the preheater I; then the chlorine-containing organic waste liquid enters a preheater II, and the chlorine-containing organic waste liquid is heated to 250-300 ℃ in the preheater II; at this point, the supercritical water state is approached;
step three, inorganic chlorine in the organic waste liquid containing chlorine in the preheater II forms an MCl-MOH solid mixture with ionized OH-crystal nucleation in supercritical water, wherein M is a metal ion; MOH is fixed in amorphous MCl clusters, the solubility of MCl.MOH in near critical water is reduced, and precipitation is formed along with the growth of crystallization and enters a salt discharging device at the lower end of a preheater II; ionized H+ and Cl-in supercritical water form HCl association and are separated to enter a near-critical water state, the HCl association enters the upper part of a preheater II, a chlorine discharge valve at the top end of the preheater II is opened, high-concentration water containing HCl enters a cooler along with the supercritical water to be cooled, and then is discharged from a reactor water purifying port, and the HCl association enters a water outlet back pressure valve to be in a normal state; the MCl-MOH solid mixture is deposited downwards due to gravity, a salt discharging device falling into the lower part of the reactor is not heated and kept warm, the solubility of salt is increased due to the fact that the temperature is reduced to be in a non-supercritical water state, crystallized MCl-MOH is dissolved again or partially dissolved, and after a set time, a salt discharging valve II of the preheater is opened to discharge the MCl-MOH solid mixture;
step four, after chlorine removal through a preheater II, the waste liquid containing the organic chlorine enters a reaction kettle to be heated to 360-650 ℃, and is in a supercritical water state at the moment;
reacting organic chlorine in the chlorine-containing organic waste liquid in the reaction kettle with oxygen pumped by a high-pressure oxygen pump to generate Cl ions, and crystallizing and nucleating in supercritical water to form an MCl-MOH solid mixture, wherein M is a metal ion; MOH is fixed in the amorphous MCl cluster, and forms sediment along with the growth of crystallization to enter a salt collecting device at the lower end of the reaction kettle; HCl association is separated to enter supercritical water state and is positioned at the upper part of the reaction kettle; the chlorine discharge valve at the top end of the reaction kettle is opened, HCl-containing high-concentration water enters the cooler along with supercritical water to be cooled and then is discharged from the purification water port of the reactor, and the HCl-containing high-concentration water flows out normally after passing through the back pressure valve of the water outlet pipe; after the set time, opening a salt discharging valve of the reaction kettle to discharge the MCl.MOH solid mixture;
step six, cooling hydrogen chloride discharged from a chlorine discharge port at the top end of the preheater II and the reaction kettle by a cooler, separating by a gas-liquid separator after passing through a pressure reducing valve, wherein the discharged materials are HCl gas and hydrochloric acid, and the HCl gas is collected by a balloon;
step seven, organic waste liquid is subjected to supercritical water oxidation treatment and then sequentially returns to the preheater II and the preheater I through a tube pass to perform heat exchange; and cooling by a cooler, flowing out by a back pressure valve, and finally discharging by a gas-liquid separator.
2. The method for treating chlorine-containing organic wastewater by supercritical water oxidation according to claim 1, wherein the organic auxiliary agent in the step one is methanol or sucrose solution organic solvent.
3. The method for supercritical water oxidation treatment of chlorine-containing organic wastewater according to claim 1 wherein in step one, if the chlorine-containing organic wastewater contains solid particles, the solid particles are filtered through a vibrating screen.
4. The method for treating chlorine-containing organic wastewater by supercritical water oxidation according to claim 1, wherein when the output of the step six is HCl gas and hydrochloric acid is not high, the gas exhaust port is introduced into NaOH solution to neutralize the solution to generate NaCl solution.
CN202311268834.6A 2023-09-28 2023-09-28 Method for treating chlorine-containing organic wastewater by supercritical water oxidation Pending CN117361731A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202311268834.6A CN117361731A (en) 2023-09-28 2023-09-28 Method for treating chlorine-containing organic wastewater by supercritical water oxidation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202311268834.6A CN117361731A (en) 2023-09-28 2023-09-28 Method for treating chlorine-containing organic wastewater by supercritical water oxidation

Publications (1)

Publication Number Publication Date
CN117361731A true CN117361731A (en) 2024-01-09

Family

ID=89391980

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202311268834.6A Pending CN117361731A (en) 2023-09-28 2023-09-28 Method for treating chlorine-containing organic wastewater by supercritical water oxidation

Country Status (1)

Country Link
CN (1) CN117361731A (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5560823A (en) * 1994-12-21 1996-10-01 Abitibi-Price, Inc. Reversible flow supercritical reactor and method for operating same
US6056883A (en) * 1994-06-07 2000-05-02 Abitibi Consolidated Inc. Method and apparatus to remove inorganic scale from a supercritical water oxidation reactor
CN103508605A (en) * 2013-09-30 2014-01-15 西安交通大学 Supercritical water oxidation treatment system of high-salt content corrosive organic wastewater
CN105976883A (en) * 2016-06-28 2016-09-28 总装备部工程设计研究总院 Method and device for treating waste radioactive organic matters through oxidation in superheated near-critical water
CN106630347A (en) * 2016-12-14 2017-05-10 甘肃银光化学工业集团有限公司 Supercritical water oxidation method for processing wastewater generated in explosive production
CN109319916A (en) * 2018-11-06 2019-02-12 北京航天新风机械设备有限责任公司 It is a kind of can long-period stable operation continuous supercritical water oxidative system
CN110723804A (en) * 2019-10-24 2020-01-24 北京纬纶华业环保科技股份有限公司 Equipment and method for treating polychlorinated biphenyl-containing substances by supercritical water oxidation method
US20230166226A1 (en) * 2021-11-30 2023-06-01 374Water Inc. Monitoring scheme and method of corrosion and fouling reduction for scwo system

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6056883A (en) * 1994-06-07 2000-05-02 Abitibi Consolidated Inc. Method and apparatus to remove inorganic scale from a supercritical water oxidation reactor
US5560823A (en) * 1994-12-21 1996-10-01 Abitibi-Price, Inc. Reversible flow supercritical reactor and method for operating same
CN103508605A (en) * 2013-09-30 2014-01-15 西安交通大学 Supercritical water oxidation treatment system of high-salt content corrosive organic wastewater
CN105976883A (en) * 2016-06-28 2016-09-28 总装备部工程设计研究总院 Method and device for treating waste radioactive organic matters through oxidation in superheated near-critical water
CN106630347A (en) * 2016-12-14 2017-05-10 甘肃银光化学工业集团有限公司 Supercritical water oxidation method for processing wastewater generated in explosive production
CN109319916A (en) * 2018-11-06 2019-02-12 北京航天新风机械设备有限责任公司 It is a kind of can long-period stable operation continuous supercritical water oxidative system
CN110723804A (en) * 2019-10-24 2020-01-24 北京纬纶华业环保科技股份有限公司 Equipment and method for treating polychlorinated biphenyl-containing substances by supercritical water oxidation method
US20230166226A1 (en) * 2021-11-30 2023-06-01 374Water Inc. Monitoring scheme and method of corrosion and fouling reduction for scwo system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
赵光明;刘玉存;柴涛;王洪伟;田江霞;: "连续型超临界水氧化系统出水酸碱性分流试验研究", 安全与环境学报, no. 04, 25 August 2016 (2016-08-25), pages 298 - 300 *

Similar Documents

Publication Publication Date Title
US9328008B2 (en) Supercritical water oxidation treatment system for organic wastewater with high salinity
US9719179B2 (en) System and method for treatment of produced waters
US20130313199A1 (en) System and method for treatment of produced waters
US8002989B2 (en) Osmotic desalination process
EP2397444B1 (en) Method and facility for processing waste water containing fluorine and silicon
US7037481B2 (en) Production of ultra pure salt
US9950939B2 (en) Technique for removal of organics and dissolved solids from aqueous medias via supercritical treatment
US9995121B2 (en) Selective removal of silica from silica containing brines
US8178059B2 (en) Systems and methods for supplying chlorine to and recovering chlorine from a polysilicon plant
Lv et al. Preferential extraction of rubidium from high concentration impurity solution by solvent extraction and preparation of high-purity rubidium salts
EP1638893B1 (en) Method and device for purification of air and water
CN117361731A (en) Method for treating chlorine-containing organic wastewater by supercritical water oxidation
CN112679020B (en) Low-cost shale gas fracturing flowback fluid treatment system and treatment method
CN107226572B (en) Zero-emission system and method for advanced treatment of mercury-containing wastewater
US8840859B2 (en) Silica extraction from geothermal water
CN217868418U (en) Ammonia nitrogen wastewater treatment system
AU2008273040B2 (en) Method for treatment of water comprising non-polar compounds
US20140286847A1 (en) Silica extraction from geothermal water
CN115724536A (en) Method and system for recycling lithium carbonate from unsaturated lithium carbonate wastewater
CN102745793A (en) Method for removing free chlorine from solution after cobalt electrolysis
WO2012011821A1 (en) Method and device for low energy purification of water
Hupka et al. Air-sparged hydrocyclone (ASH) technology for cyanide recovery
EP4282998A1 (en) System, method and compositions for extracting lithium from low-energy brines
EP3490939A1 (en) Process for removing silica from produced water and other wastewater streams
CN217127205U (en) Contain salt organic wastewater treatment system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination