CN108947069A - System and method based on micro passage reaction continuous processing organic wastewater - Google Patents

System and method based on micro passage reaction continuous processing organic wastewater Download PDF

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Publication number
CN108947069A
CN108947069A CN201810882196.XA CN201810882196A CN108947069A CN 108947069 A CN108947069 A CN 108947069A CN 201810882196 A CN201810882196 A CN 201810882196A CN 108947069 A CN108947069 A CN 108947069A
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waste water
micro
organic wastewater
passage reaction
tank
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CN108947069B (en
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陈旭东
华庆亮
于淼
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Dalian Microchem Co Ltd
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Dalian Microchem Co Ltd
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • 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
    • B01J19/0093Microreactors, e.g. miniaturised or microfabricated reactors
    • 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
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • 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
    • C02F1/02Treatment of water, waste water, or sewage by heating
    • 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
    • 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
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions

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

Abstract

The invention discloses the system and methods based on micro passage reaction continuous processing organic wastewater, including oxidant holding vessel, storage of waste water tank, pretreatment unit, heat-exchanger rig and oxidant preheating device, the pretreatment unit includes coarse filter, homogeneous tank, high-pressure metering pump and cross exchanger, the storage of waste water tank is connected to the coarse filter, and the coarse filter is connected to the homogeneous tank.Beneficial effect is: it is without secondary pollution without using catalyst, it is more environmentally-friendly, may be implemented moment uniformly mixes, strengthening wet oxidation carries out wastewater treatment, so that oxygen and waste water is come into full contact with enhanced oxidation waste water if filler is added in micro passage reaction simultaneously, improve oxidation effectiveness.

Description

System and method based on micro passage reaction continuous processing organic wastewater
Technical field
The present invention relates to field of waste water treatment, are more particularly to based on micro passage reaction continuous processing organic wastewater System and method.
Background technique
In recent years, with industrialized swift and violent development, the environmental pollution of generation is also got worse, and water pollution is especially prominent Out.In China, water pollution is mainly derived from intractable industrial wastewater, especially the row such as machining, petroleum, chemical industry, pesticide The waste water of industry, these waste water have the characteristics that pollutant concentration height, complicated component, toxicity is big, biological degradability is poor, traditional dirt Water treatment technology is by serious challenge.Wet oxidation process is a kind of high concentration oxidation processes work proposed the fifties in last century Skill receives section of various countries since the technique shows fabulous characteristic during handling high concentration, poisonous and harmful organic wastewater The concern of scholar.Wet-type oxidation technology is under conditions of high temperature and pressure The treatment process of small organic molecule, inorganic matter, carbon dioxide and water.Catalytic wet is developed on the basis of wet oxidation process Oxidizing process, catalytic wet air oxidation are that organic used water difficult to degradate is aoxidized using catalyst, to solve traditional wet oxidation Reaction condition high temperature and pressure existing for technology, the problems such as reaction time is longer.
Currently, Wet Oxidation Process is used in autoclave or tower in actual industrial substantially as reaction vessel, it is most It is the reaction of batch sequence, there are a series of problems such as oxygen and waste water mixing efficiency are low in application, causes a large amount of waste of oxygen, And oxidation efficiency is low, the reaction time is long, and oxidization time is generally in 1-2h;Safety is poor, and traditional equipment implements wet oxidation process It is that interval carries out, some intermediate states may have higher toxicity in oxidation process;Reaction vessel volume is big, needs larger Occupied area, one-time investment is higher, is unfavorable for project implementation etc..There is also a series of problems such as to urge for catalytic wet air oxidation Agent stability is poor, due to complicated component in waste water, so that the easy poisoning and deactivation of catalyst;Operating cost is high, for resource maximum Change and utilize, catalyst needs to be recycled just need to run a period of time after will be activated, and in use can be molten Partial catalyst out, this all causes waste, so that operating cost is high;The dissolution of catalyst bring secondary pollution this to waste water at The meaning of reason produces influence etc.;The separation of catalyst and waste water is relatively difficult.
Summary of the invention
The object of the invention is that provide organic based on micro passage reaction continuous processing to solve the above-mentioned problems The system and method for waste water.
The present invention through the following technical solutions to achieve the above objectives:
Based on the system of micro passage reaction continuous processing organic wastewater, including it is oxidant holding vessel, storage of waste water tank, pre- Processing unit, heat-exchanger rig and oxidant preheating device, the pretreatment unit include coarse filter, homogeneous tank, high pressure measurement Pump and cross exchanger, the storage of waste water tank are connected to the coarse filter, and the coarse filter is connected to the homogeneous tank, The homogeneous tank is connected to the accurate filter by the high-pressure metering pump, and the accurate filter is connected to the heat exchange Device, the heat-exchanger rig are connected respectively to waste water micro-channel heat exchanger and counterbalance valve, and the oxidant holding vessel is connected to institute The check valve in oxidant preheating device is stated, the check valve is connected to pressure reducing valve, and it is micro- logical that the pressure reducing valve is connected to oxidant Road heat exchanger, the oxidizer microchannel heat exchanger and the waste water micro-channel heat exchanger are connected to micro-channel mixer, described Micro-channel mixer is connected to micro passage reaction, and the micro passage reaction is connected to the heat-exchanger rig, the counterbalance valve It is connected to knockout drum, the knockout drum is connected to tail gas absorption tank, the counterbalance valve, the knockout drum and institute It states tail gas absorption tank and constitutes gas-liquid separation device, the waste water micro-channel heat exchanger is also connected with electric heater, and the electricity adds Hot device and the waste water micro-channel heat exchanger constitute waste water preheating device.
In order to be based further on micro passage reaction continuous processing organic wastewater system service performance, heat exchange dress It is set to cross exchanger.
In order to be based further on micro passage reaction continuous processing organic wastewater system service performance, the electric heating Device is additionally attached on the oxidizer microchannel heat exchanger, the micro-channel mixer and the micro passage reaction.
In above system, the method based on micro passage reaction continuous processing organic wastewater is as follows:
System pressure: being raised to using the counterbalance valve and need pressure by step 1, by organic wastewater to be processed from described It is imported in storage of waste water tank;
Step 2: a kind of organic wastewater of importing of step is miscellaneous through the coarse filter removing suspended matter and particulate matter etc. Matter, residual waste solution enters the homogeneous tank and adjusts waste liquid pH value, then is pumped into the accurate filter, mistake through the high-pressure metering pump Filter obtains pretreated organic wastewater;
Step 3: pretreated organic wastewater will be completed in step 2 and carries out heat exchange in the heat-exchanger rig, then Preliminarily heated organic wastewater enters the waste water micro-channel heat exchanger and continues the organic wastewater for heating, being preheated;
Step 4: the oxidant in the oxidant holding vessel is entered into the oxygen through the check valve, the pressure reducing valve It is heated in agent micro-channel heat exchanger, the oxidant preheated;
Step 5: the oxidant preheated in the organic wastewater preheated in step 3 and step 4 is mixed in the microchannel Strengthen quickly mixing in device, obtain mixed liquor, mixed liquor enters the micro passage reaction and carries out wet oxidation, and completion aoxidizes To gas-liquid mixed waste water;
Step 6: carrying out heat exchange by pretreated organic wastewater for the waste water of step 5 gas-liquid mixed and step 3, It carries out entering counterbalance valve decompression after tentatively cooling down, further cool down through the knockout drum, separate tail gas, tail gas enters The tail gas absorption tank, liquid flow out to obtain the further biochemical treatment for the treatment of fluid or through the qualified directly row of detection from water outlet It puts.
In the present embodiment, the pH value in step 2 is 4-10.
The beneficial effects of the present invention are: micro passage reaction is closed system, can avoid contact with wastewater treatment process The high toxicity gas or liquid substance of middle intermediate, improve the safety of wastewater treatment process, are added in micro passage reaction Filler realizes enhanced oxidation, guarantees that gas-liquid is remained in the stage of reaction and is sufficiently mixed, more preferably, filler can be straight for oxidation effectiveness Realization and the separation of waste water are connect, oxidization time shortens several times (foreshortening to 20min from 1-2h) compared with traditional wet oxidation, realizes Continuous and steady operation carries out wastewater treatment, and effluent characteristics are good, without secondary pollution without using catalyst, more environmentally-friendly, Ke Yishi Existing moment uniformly mixes, and strengthening wet oxidation carries out wastewater treatment, more can if filler is added in micro passage reaction simultaneously So that oxygen and waste water is come into full contact with enhanced oxidation waste water, improve oxidation effectiveness, COD removal rate can reach 95% or more, drop from hardly possible Solution realizes biochemical degradable or direct emission.
Detailed description of the invention
Fig. 1 is that the present invention is based on the system flow charts of the system and method for micro passage reaction continuous processing organic wastewater;
Fig. 2 is that the present invention is based on the signals of the system structure of the system and method for micro passage reaction continuous processing organic wastewater Figure.
The reference numerals are as follows:
1, oxidant holding vessel;2, storage of waste water tank;3, pretreatment unit, 301, coarse filter, 302, homogeneous tank, 303, High-pressure metering pump, 304, accurate filter;4, heat-exchanger rig;5, oxidant preheating device, 501, check valve, 502, pressure reducing valve, 503, oxidizer microchannel heat exchanger;6, waste water preheating device, 601, electric heater, 602, waste water micro-channel heat exchanger;7, micro- Channel mixer;8, micro passage reaction;9, gas-liquid separation device, 901, counterbalance valve, 902, knockout drum, 903, tail gas suction Closed cans.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings:
As Figure 1-Figure 2, the system based on micro passage reaction continuous processing organic wastewater, including oxidant holding vessel 1, storage of waste water tank 2, pretreatment unit 3, heat-exchanger rig 4 and oxidant preheating device 5, pretreatment unit 3 include coarse filter 301, homogeneous tank 302, high-pressure metering pump 303 and cross exchanger 304, storage of waste water tank 2 are connected to coarse filter 301, thick mistake Filter 301 is connected to homogeneous tank 302, and homogeneous tank 302 is connected to accurate filter 304, secondary filter by high-pressure metering pump 303 Device 304 is connected to heat-exchanger rig 4, and heat-exchanger rig 4 is connected respectively to waste water micro-channel heat exchanger 602 and counterbalance valve 901, oxidant Holding vessel 1 is connected to the check valve 501 in oxidant preheating device 5, and check valve 501 is connected to pressure reducing valve 502, pressure reducing valve 502 It is connected to oxidizer microchannel heat exchanger 503, oxidizer microchannel heat exchanger 503 and waste water micro-channel heat exchanger 602 are connected to Micro-channel mixer 7, micro-channel mixer 7 are connected to micro passage reaction 8, and micro passage reaction 8 is connected to heat-exchanger rig 4, Counterbalance valve 901 is connected to knockout drum 902, and knockout drum 902 is connected to tail gas absorption tank 903, counterbalance valve 901, gas-liquid Knockout drum 902 and tail gas absorption tank 903 constitute gas-liquid separation device, and waste water micro-channel heat exchanger 602 is also connected with electric heating Device 601, electric heater 601 and waste water micro-channel heat exchanger 602 constitute waste water preheating device 6.
In order to be based further on micro passage reaction continuous processing organic wastewater system service performance, heat-exchanger rig 4 For cross exchanger.
In order to be based further on micro passage reaction continuous processing organic wastewater system service performance, electric heater 601 are additionally attached on oxidizer microchannel heat exchanger 503, micro-channel mixer 7 and micro passage reaction 8.
The method based on micro passage reaction continuous processing organic wastewater is illustrated in conjunction with the embodiments as follows:
Embodiment one
Step 1: the used cutting liquid for selecting certain production tire enterprise to generate in steel wire pull line production process, the useless cutting Liquid raw water COD is 1.2 × 105mg/L, and raw water is atropurpureus, and system pressure is raised to 4.5MPa using counterbalance valve 901, is cut useless Liquid is cut to import from storage of waste water tank 2;
Step 2: through the impurity such as 301 oil removal of coarse filter and particulate matter, it is uniform that residual waste solution enters homogeneous tank 302 Stirring and adjusting waste liquor PH is pumped into accurate filter 304 to 6, then through high-pressure metering pump 303, and pretreated useless cutting is obtained by filtration Liquid;
Step 3: it completes pretreated used cutting liquid heat-exchanger rig 4 and carries out heat exchange, then preliminarily heated used cutting liquid Continue the used cutting liquid for being heated to 250 DEG C, being preheated into waste water micro-channel heat exchanger 602;
Step 4: oxygen enters oxygen micro-channel heat exchanger through check valve 501, pressure reducing valve 502 from oxidant holding vessel 1 250 DEG C are heated in 503, the oxygen preheated;
Step 5: the used cutting liquid of preheating is mixed in micro-channel mixer 7 with oxygen, and oxygen flow is the same time It is 1.5 times into chemical oxygen demand of waste water, obtains mixed liquor, mixed liquor enters micro passage reaction 8 in 250 DEG C of progress wet type oxygen Change, reaction 40min completes oxidation and obtains gas-liquid mixed used cutting liquid;
Step 6: the used cutting liquid of gas-liquid mixed carries out heat exchange in heat-exchanger rig 4 with by pretreated used cutting liquid, Depressurized after tentatively cooling down through counterbalance valve BPV-01, cools to room temperature through knockout drum V-04 and separate tail gas, tail gas enters Tourie V-05, liquid are flowed out from water outlet, are discharged as greenish transparent liquid, are discharged COD=1800mg/L, BOD through detection =678mg/L, COD degradation rate are 98.5%, are discharged B/C=0.38, belong to biodegradable waste.
Embodiment two
Step 1: the used cutting liquid for selecting certain production Automobile Parts Industry to generate in process of production, the used cutting liquid Raw water COD is 1.6 × 105mg/L, and raw water is milky, after the completion of equipment debugging, is raised to system pressure using counterbalance valve 901 6MPa imports used cutting liquid from storage of waste water tank 2;
Step 2: through the impurity such as 301 oil removal of coarse filter and particulate matter, it is uniform that residual waste solution enters homogeneous tank 302 Stirring and adjusting waste liquor PH is pumped into accurate filter 304 to 8, then through high-pressure metering pump 303, and pretreated useless cutting is obtained by filtration Liquid;
Step 3: pretreated used cutting liquid is completed in heat-exchanger rig 4 and carries out heat exchange, then preliminarily heated useless cutting Liquid, which enters waste water micro-channel heat exchanger 602, to be continued to be heated to 270 DEG C, the used cutting liquid preheated;
Step 4: oxygen enters oxidizer microchannel heat exchanger through check valve 501, pressure reducing valve 502 from oxidant holding vessel 1 270 DEG C are heated in 503, the oxygen preheated;
Step 5: the used cutting liquid of preheating is mixed in micro-channel mixer 7 with oxygen, and oxygen flow is the same time It is 2 times into chemical oxygen demand of waste water, obtains mixed liquor, mixed liquor enters micro passage reaction 8 in 270 DEG C of progress wet type oxygen Change, reaction 40min completes oxidation and obtains gas-liquid mixed used cutting liquid.
Step 6: the used cutting liquid of gas-liquid mixed carries out heat exchange in heat-exchanger rig 4 with by pretreated used cutting liquid, Depressurized after tentatively cooling down through counterbalance valve 901, cools to room temperature through knockout drum 902, separate tail gas, tail gas enters absorption Tank 903, liquid are flowed out from water outlet, are discharged as light yellow transparent liquid.
In the present embodiment, it being discharged COD=2520mg/L, BOD=1270mg/L through detection, COD degradation rate is 98.3%, It is discharged B/C=0.50, belongs to biodegradable waste.
Embodiment three
Step 1: the waste water for selecting certain production dyestuff intermediate enterprise to generate in process of production, waste water raw water COD are 3.4 × 104mg/L, raw water are bronzing, after the completion of equipment debugging, system pressure are raised to 9MPa using counterbalance valve 901, will be given up Water is imported from storage of waste water tank 2;
Step 2: through the impurity such as 301 oil removal of coarse filter and particulate matter, it is uniform that residual waste solution enters homogeneous tank 302 Stirring and adjusting waste liquor PH is pumped into accurate filter 304 to 7, then through high-pressure metering pump 303, and pretreated waste water is obtained by filtration;
Step 3: pretreated waste water is completed in heat-exchanger rig 4 and carries out heat exchange, then preliminarily heated waste water enters useless Water micro-channel heat exchanger 602 continues to be heated to 300 DEG C, the waste water preheated;
Step 4: oxygen enters oxidizer microchannel heat exchanger through check valve 501, pressure reducing valve 502 from oxidant holding vessel 1 300 DEG C are heated in 503, the oxygen preheated;
Step 5: the waste water of preheating is mixed in micro-channel mixer 7 with oxygen, and oxygen flow is to enter with the time Chemical oxygen demand of waste water is 2 times, obtains mixed liquor;Mixed liquor enters micro passage reaction 8 in 300 DEG C of progress wet oxidations, instead It answers 20min to complete oxidation and obtains gas-liquid mixed exhausted water;
Step 6: the waste water of gas-liquid mixed carries out heat exchange in heat-exchanger rig 4 with by pretreated waste water, carries out preliminary It is depressurized after cooling through counterbalance valve 901, cools to room temperature through knockout drum 902, separate tail gas, tail gas enters tail gas absorption tank 903, liquid is flowed out from water outlet, is discharged as light yellow transparent liquid.
In the present embodiment, it is discharged COD=271mg/L through detection, COD degradation rate is 99.2%, can be entered with direct emission City planting ductwork.
Example IV
Step 1: selecting certain waste water for generating in process of production of production agricultural chemicals enterprise, and which is 5 × 104mg/L, raw water are brown, and after the completion of equipment debugging, system pressure is raised to 9MPa using counterbalance valve 901, by waste water from useless Water store tank 2 imports;
Step 2: through the impurity such as 301 oil removal of coarse filter and particulate matter, it is uniform that residual waste solution enters homogeneous tank 302 Stirring and adjusting waste liquor PH is pumped into accurate filter 304 to 8, then through high-pressure metering pump 303, and pretreated waste water is obtained by filtration;
Step 3: pretreated waste water enters heat-exchanger rig 4 and carries out heat exchange, and then preliminarily heated waste water enters waste water Micro-channel heat exchanger 602 continues to be heated to 300 DEG C, the waste water preheated;
Step 4: oxygen enters oxidizer microchannel heat exchanger through check valve 501, pressure reducing valve 502 from oxidant holding vessel 1 300 DEG C are heated in 503, the oxygen preheated;
Step 5: the waste water of preheating is mixed in micro-channel mixer 7 with oxygen, and oxygen flow is to enter with the time Chemical oxygen demand of waste water is 1.8 times, obtains mixed liquor;Mixed liquor enters micro passage reaction 8 in 300 DEG C of progress wet oxidations, Reaction 20min completes oxidation and obtains gas-liquid mixed waste water;
Step 6: the waste water of gas-liquid mixed carries out heat exchange in heat-exchanger rig 4 with by pretreated waste water, carries out preliminary It being depressurized after cooling through counterbalance valve 901, cools to room temperature through knockout drum 902, separate tail gas, tail gas enters tail gas absorption 903, Liquid is flowed out from water outlet, is discharged as light yellow transparent liquid.
In the present embodiment, it is discharged COD=948mg/L, BOD=427mg/L through detection, COD degradation rate is 98.1%, out Water B/C=0.45, belongs to biodegradable waste.
The basic principles, main features and advantages of the invention have been shown and described above.The technical staff of the industry should Understand, the present invention is not limited to the above embodiments, and the above embodiments and description only describe originals of the invention Reason, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes and improvements It all fall within the protetion scope of the claimed invention.The claimed scope of the invention is by appending claims and equivalents circle It is fixed.

Claims (5)

1. based on the system of micro passage reaction continuous processing organic wastewater, including oxidant holding vessel, storage of waste water tank, pre- place Manage device, heat-exchanger rig and oxidant preheating device, it is characterised in that: the pretreatment unit include coarse filter, homogeneous tank, High-pressure metering pump and cross exchanger, the storage of waste water tank are connected to the coarse filter, and the coarse filter is connected to institute Homogeneous tank is stated, the homogeneous tank is connected to the accurate filter, the accurate filter connection by the high-pressure metering pump To the heat-exchanger rig, the heat-exchanger rig is connected respectively to waste water micro-channel heat exchanger and counterbalance valve, the oxidant storage Tank is connected to the check valve in the oxidant preheating device, and the check valve is connected to pressure reducing valve, and the pressure reducing valve is connected to It is mixed that oxidizer microchannel heat exchanger, the oxidizer microchannel heat exchanger and the waste water micro-channel heat exchanger are connected to microchannel Clutch, the micro-channel mixer are connected to micro passage reaction, and the micro passage reaction is connected to the heat-exchanger rig, institute It states counterbalance valve and is connected to knockout drum, the knockout drum is connected to tail gas absorption tank, the counterbalance valve, the gas-liquid point Gas-liquid separation device is constituted from tank and the tail gas absorption tank, the waste water micro-channel heat exchanger is also connected with electric heater, The electric heater and the waste water micro-channel heat exchanger constitute waste water preheating device.
2. the system according to claim 1 based on micro passage reaction continuous processing organic wastewater, it is characterised in that: institute Stating heat-exchanger rig is cross exchanger.
3. the system according to claim 1 based on micro passage reaction continuous processing organic wastewater, it is characterised in that: institute It states electric heater and is additionally attached to the oxidizer microchannel heat exchanger, the micro-channel mixer and the micro passage reaction On.
4. the method according to claim 3 based on micro passage reaction continuous processing organic wastewater, it is characterised in that: packet Include following steps:
System pressure: being raised to using the counterbalance valve and need pressure by step 1, by organic wastewater to be processed from the waste water It is imported in holding vessel;
Step 2: a kind of organic wastewater of importing of step is removed into the impurity such as suspended matter and particulate matter through the coarse filter, is remained Waste liquid enters the homogeneous tank and adjusts waste liquid pH value, then is pumped into the accurate filter through the high-pressure metering pump, filters To pretreated organic wastewater;
Step 3: pretreated organic wastewater will be completed in step 2 and carries out heat exchange in the heat-exchanger rig, then tentatively The organic wastewater of heating enters the waste water micro-channel heat exchanger and continues the organic wastewater for heating, being preheated;
Step 4: the oxidant in the oxidant holding vessel is entered into the oxidant through the check valve, the pressure reducing valve It is heated in micro-channel heat exchanger, the oxidant preheated;
Step 5: by the organic wastewater preheated in step 3 and the oxidant preheated in step 4 in the micro-channel mixer Strengthen quickly mixing, obtain mixed liquor, mixed liquor enters the micro passage reaction and carries out wet oxidation, completes oxidation and obtains gas Liquid composite waste;
Step 6: the waste water of step 5 gas-liquid mixed and step 3 are subjected to heat exchange by pretreated organic wastewater, carried out Enter the counterbalance valve after preliminary cooling to depressurize, further cool down through the knockout drum, separate tail gas, described in tail gas enters Tail gas absorption tank, liquid flow out to obtain the further biochemical treatment for the treatment of fluid or are detected qualified direct emission from water outlet.
5. the method according to claim 4 based on micro passage reaction continuous processing organic wastewater, it is characterised in that: step PH value in rapid two is 4-10.
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CN113087253A (en) * 2019-12-23 2021-07-09 南京延长反应技术研究院有限公司 Treatment system and method for landfill leachate
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CN113443769A (en) * 2021-06-18 2021-09-28 浙江科大环境工程有限公司 Energy-conserving effluent disposal system based on wet oxidation
CN113562833A (en) * 2020-04-29 2021-10-29 中国水产科学研究院 Method for efficiently and continuously treating culture pollutants by using microreactor
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CN114890532A (en) * 2022-07-12 2022-08-12 杭州沈氏节能科技股份有限公司 Spiral casing pipe reactor and micro-channel wet oxidation system
CN115010289A (en) * 2022-01-12 2022-09-06 湖北理工学院 Treatment method of high-concentration biologically-nondegradable organic wastewater

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006281057A (en) * 2005-03-31 2006-10-19 Kurita Water Ind Ltd Method and apparatus for treating fluorine-containing wastewater
CN101570375A (en) * 2009-05-05 2009-11-04 西安交通大学 Method for recovery and cascade utilization of waste heat of supercritical water treatment system of waste organic substances
US20150270110A1 (en) * 2013-09-24 2015-09-24 The Board Of Trustees Of The University Of Illinois Modular microplasma microchannel reactor devices, miniature reactor modules and ozone generation devices
CN105664673A (en) * 2016-04-07 2016-06-15 中石化炼化工程(集团)股份有限公司 Coal chemical industry waste gas denitration and wastewater reuse coupling processing technique
CN106380021A (en) * 2016-11-23 2017-02-08 江苏省环境科学研究院 High-concentration organic wastewater wet oxidation treatment system and method
CN209242841U (en) * 2018-07-28 2019-08-13 大连微凯化学有限公司 System based on micro passage reaction continuous processing organic wastewater

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006281057A (en) * 2005-03-31 2006-10-19 Kurita Water Ind Ltd Method and apparatus for treating fluorine-containing wastewater
CN101570375A (en) * 2009-05-05 2009-11-04 西安交通大学 Method for recovery and cascade utilization of waste heat of supercritical water treatment system of waste organic substances
US20150270110A1 (en) * 2013-09-24 2015-09-24 The Board Of Trustees Of The University Of Illinois Modular microplasma microchannel reactor devices, miniature reactor modules and ozone generation devices
CN105664673A (en) * 2016-04-07 2016-06-15 中石化炼化工程(集团)股份有限公司 Coal chemical industry waste gas denitration and wastewater reuse coupling processing technique
CN106380021A (en) * 2016-11-23 2017-02-08 江苏省环境科学研究院 High-concentration organic wastewater wet oxidation treatment system and method
CN209242841U (en) * 2018-07-28 2019-08-13 大连微凯化学有限公司 System based on micro passage reaction continuous processing organic wastewater

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
杜鸿章, 戴锡海, 王斌, 王小兵, 杨民, 王贤高, 吴鸣, 孙承林: "催化湿式氧化法治理H-酸母液废水的研究", 工业水处理, no. 09 *

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109704426A (en) * 2019-02-25 2019-05-03 南京新奥环保技术有限公司 A kind of used cutting liquid and emulsification liquid treating system
CN113087255B (en) * 2019-12-23 2022-04-22 南京延长反应技术研究院有限公司 Pyridine wastewater treatment system and method
CN113087249B (en) * 2019-12-23 2022-04-22 南京延长反应技术研究院有限公司 System and method for treating wastewater in H acid production
CN113087280A (en) * 2019-12-23 2021-07-09 南京延长反应技术研究院有限公司 System and method for treating glyphosate production wastewater
CN113087248A (en) * 2019-12-23 2021-07-09 南京延长反应技术研究院有限公司 System and method for treating wastewater in hydroxyquinoline production
CN113087251A (en) * 2019-12-23 2021-07-09 南京延长反应技术研究院有限公司 Benzene wastewater treatment system and method
CN113087255A (en) * 2019-12-23 2021-07-09 南京延长反应技术研究院有限公司 Pyridine wastewater treatment system and method
CN113087249A (en) * 2019-12-23 2021-07-09 南京延长反应技术研究院有限公司 System and method for treating wastewater in H acid production
CN113087250A (en) * 2019-12-23 2021-07-09 南京延长反应技术研究院有限公司 Treatment system and method for high-concentration cymoxanil wastewater
CN113087253A (en) * 2019-12-23 2021-07-09 南京延长反应技术研究院有限公司 Treatment system and method for landfill leachate
CN113087253B (en) * 2019-12-23 2022-06-24 南京延长反应技术研究院有限公司 Treatment system and method for landfill leachate
CN113562833A (en) * 2020-04-29 2021-10-29 中国水产科学研究院 Method for efficiently and continuously treating culture pollutants by using microreactor
CN114074984A (en) * 2020-08-19 2022-02-22 广东省生态环境技术研究所 Process and device for treating glyphosate wastewater by microfluid wet oxidation
CN112624467A (en) * 2020-11-30 2021-04-09 项修瑞 Method for recycling pharmaceutical chemical high-salt-content wastewater
CN112678940A (en) * 2020-12-02 2021-04-20 厦门大学 Method for treating wastewater
CN113443769A (en) * 2021-06-18 2021-09-28 浙江科大环境工程有限公司 Energy-conserving effluent disposal system based on wet oxidation
CN113390274A (en) * 2021-06-18 2021-09-14 浙江科大环境工程有限公司 Energy-conserving heat transfer device of waste water treatment
CN115010289B (en) * 2022-01-12 2023-04-18 湖北理工学院 Treatment method of high-concentration biologically-nondegradable organic phosphorus wastewater
CN115010289A (en) * 2022-01-12 2022-09-06 湖北理工学院 Treatment method of high-concentration biologically-nondegradable organic wastewater
CN114890532A (en) * 2022-07-12 2022-08-12 杭州沈氏节能科技股份有限公司 Spiral casing pipe reactor and micro-channel wet oxidation system

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