CN107162167A - The technique and device of a kind of catalytic ozonation processing organic wastewater - Google Patents

The technique and device of a kind of catalytic ozonation processing organic wastewater Download PDF

Info

Publication number
CN107162167A
CN107162167A CN201710583328.4A CN201710583328A CN107162167A CN 107162167 A CN107162167 A CN 107162167A CN 201710583328 A CN201710583328 A CN 201710583328A CN 107162167 A CN107162167 A CN 107162167A
Authority
CN
China
Prior art keywords
ozone
organic wastewater
catalytic ozonation
catalytic
handles 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.)
Granted
Application number
CN201710583328.4A
Other languages
Chinese (zh)
Other versions
CN107162167B (en
Inventor
王军
张勇
侯得印
赵长伟
曹爱新
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.)
Research Center for Eco Environmental Sciences of CAS
Original Assignee
Research Center for Eco Environmental Sciences of CAS
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 Research Center for Eco Environmental Sciences of CAS filed Critical Research Center for Eco Environmental Sciences of CAS
Priority to CN201710583328.4A priority Critical patent/CN107162167B/en
Publication of CN107162167A publication Critical patent/CN107162167A/en
Application granted granted Critical
Publication of CN107162167B publication Critical patent/CN107162167B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • C02F1/78Treatment of water, waste water, or sewage by oxidation with ozone
    • 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
    • C02F1/725Treatment of water, waste water, or sewage by oxidation by catalytic 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

Abstract

The technique and device of a kind of catalytic ozonation processing organic wastewater.The present invention will be full of the polytetrafluoroethylmaterial material of perfluoro alkane solvent as the catalyst of ozone oxidation process by the use of porous Teflon material as the carrier of perfluoro alkane solution in above-mentioned hole.And then, the catalyst is added in the ozonation aerated device of microbubble, or the polytetrafluoroethylene (PTFE) catalysis material of hollow fiber type is processed as membrane module form, form two kinds of device for catalyzing and oxidating ozone.Perfluoro alkane solvent forms high local concentrations reaction substrate, so as to improve ozone oxidation speed to ozone and some organic matter preferential absorptions.This method and device can effectively improve the utilization ratio of ozone, reduce the loss of perfluoro alkane solvent, and reduce equipment volume.This method is applied to the ozone oxidation degradation technique of the higher organic matter of Organic substance in water, especially octanol water partition coefficient.

Description

The technique and device of a kind of catalytic ozonation processing organic wastewater
Technical field
The present invention relates to the technique and dress of sewage treatment area, more particularly to a kind of catalytic ozonation processing organic wastewater Put.
Background technology
The a large amount of organic wastewaters of the industries such as chemical industry, papermaking, weaving, coking, cultivation discharge, these waste water presentation complicated components, The features such as concentration height, many salinities, difficult degradation.No matter under the conditions of nature or artificial-strengthening, being difficult to using conventional microbial method Such waste water is effectively handled, need to generally be handled with reference to physico-chemical process.Chemical oxidization method is a kind of conventional physical chemistry method, suitably Complicated organic wastewater system for above-mentioned difficult for biological degradation.Acted on, the organic matter of difficult degradation can be decomposed by chemical oxidation It is carbon dioxide and water for small-molecule substance, or even mineralising.In chemical oxidation method, Ozonation oxidability is strong, work Skill is simple, and source of the gas is easy to get, using safety, is a kind of technology of economical and efficient.The oxidation-reduction potential of ozone is 2.07eV, is higher than The common oxidants such as chlorine, hydrogen peroxide.Organic matter degradation effect to Organic substance in water especially containing unsaturated bond is good.Especially Combined catalyst, ultraviolet or hydrogen peroxide ozone high grade oxidation technology, its application is wider, and effect is more notable.
However, salinity present in waste water and various organic matters can influence ozone oxidation process, utilizing for reduction ozone is imitated Rate.At the same time, existing ozone contact device poor, the problems such as equipment volume is larger that also there is mass transfer effect.
The content of the invention
In consideration of it, the present invention proposes the technique and device of a kind of catalytic ozonation processing organic wastewater, it is intended in solution State problem.The present invention's is accomplished in the following manner:
A kind of method that catalytic ozonation handles organic wastewater, it is characterised in that this method comprises the following steps:To be many Hole polytetrafluoroethylmaterial material perfluoro alkane solvent fully soaks;It is hollow with above-mentioned porous material filling micro-hole aerator or composition Fiber film component, builds ozone catalytic reactor, and ozone and waste water by ozone catalytic reactor bottom enter, and tail gas is through handling heel row Sky, produces water autoreactor collected overhead.It is preferred that, the used a diameter of 1mm-5mm of polytetrafluoroethylmaterial material, length is 1mm- 0.1m, porosity is 30%-60%;Used polytetrafluoroethylmaterial material is line style or doughnut/cast.
It is preferred that, used perfluoro alkane solvent is the mixture or pure substance of perfluor amine substance.
It is preferred that, the ozone catalytic reactor includes two kinds of micro-pore aeration type and hollow fiber film assembly type.
It is preferred that, the fine bubble diffuser type ozone catalytic reactor is by housing, micro-pore aeration plate and line style polytetrafluoro Ethylene catalyst material is constituted.
It is preferred that, aeration panel aperture is 10 μm -100 μm, and Air Bubble Size is 0.1mm-1mm.
It is preferred that, the hollow fiber film assembly type ozone catalytic reactor is by membrane module polytetrafluoroethylhollow hollow fiber membrane Composition is loaded, loading density is 10%-50%.
It is preferred that, the mass transport process of ozone is carried out with non-vesicular forms, in operating process, and gaseous pressure is less than liquid phase pressure.
Beneficial effects of the present invention are:
Using perfluoro alkane solvent as the medium of ozone oxidation process, perfluoro alkane solvent is to ozone and partial organic substances Optionally it is enriched with, reaction substrate is concentrated in perfluoro alkane phase, ozone oxidation speed is improved.
Using porous Teflon material as the backing material of perfluoro alkane solvent, water, ozone and perfluor can be improved The contact area of alkane solution, while reducing loss of the perfluoro alkane solution under hydraulic blow.
Film forming haptoreaction component is prepared using hollow polytetrafluoroethylene fibre/tubular material, the component has ozone Distribution and ozone catalytic dual-use function, reactor are compacter.
Ozone mass transport process bubble-free in hollow-fibre membrane contact reactor produces, it is to avoid the liquid of traditional reactor The problems such as general and foam, meanwhile, its mass-transfer efficiency is higher, the small volume of reactor.
Brief description of the drawings
A kind of two kinds of unit configuration signals of correspondence of Fig. 1 techniques of catalytic ozonation processing organic wastewater of the present invention Figure.
Fig. 2 is a kind of molecular formula of representative perfluor alkane solvent of the present invention.
Fig. 3 is the surface texture electromicroscopic photograph of polytetrafluoroethylmaterial material of the present invention, under 10,000 times.
Fig. 4 is the cross section structure electromicroscopic photograph of polytetrafluoroethylmaterial material of the present invention, under 500 times.
Fig. 5 is embodiment the method for the invention to diisobutyl phthalate degradation effect figure.
Embodiment
The present invention is described in further detail below.
Embodiment 1
Diisobutyl phthalate is a kind of common plasticizer, be plastic processing enterprise discharge waste water in it is common Component, it is easily enriched with, and bio-toxicity is big.The present embodiment is contacted by comparing the independent ozone oxidation of Bubbling method and hollow-fibre membrane Perfluoro alkane dicyandiamide solution O3 catalytic oxidation method degraded diisobutyl phthalate under device, to illustrate the feasible of the invention Property.
Supporting substrates are used as from polytetrafluoroethylhollow hollow fiber membrane.The hollow-fibre membrane external diameter 1.6mm, internal diameter 0.8mm, 0.2 μm of average pore size, porosity 45%.The material has pattern such as Fig. 3 of the pore space structure of abundant insertion, its surface and section With shown in Fig. 4.The hollow-fibre membrane is loaded as in putamina body, blocked using epoxide-resin glue, membrane contactor being made.Should Membrane contactor loads film silk 20, and internal diameter is 15mm, and effective length is 100mm.Its basic configuration such as Fig. 1, shown in form 2.
As a comparison, while having made fine bubble diffuser, such as Fig. 1, shown in form 1.Aerator internal diameter 15mm, effectively Height 100mm.Aerator bottom is provided with micro-pore aeration titanium plate, and aeration titanium plate average pore size is 50 μm, prepared bubble diameter For 0.1mm-1mm.
Diisobutyl phthalate concentration of aqueous solution is 5ppm, and volume is 1L, is by the flow velocity of aerator 100ml/min, reaction temperature is 20 DEG C, and the reaction time is 30min.
The effect that it contrasts oxidation is as shown in Figure 5.By the 30min reaction time, the degradation rate of independent ozone oxidation is 16%, and the degradation rate of O3 catalytic oxidation is 47%.By contrast, the ozone utilization ratio and pollutant of O3 catalytic oxidation Degradation rate is obviously improved.
The foregoing is only presently preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and Within principle, any modification, equivalent substitution and improvements made etc. should be included in the scope of the protection.

Claims (8)

1. a kind of method that catalytic ozonation handles organic wastewater, it is characterised in that this method comprises the following steps:Will be porous Polytetrafluoroethylmaterial material perfluoro alkane solvent fully soaks;With above-mentioned porous material filling micro-hole aerator or hollow fibre is made Membrane module is tieed up, ozone catalytic reactor is formed;Ozone and waste water enter from ozone catalytic reactor bottom, and tail gas is through handling heel row Sky, produces water autoreactor collected overhead.
2. the method that catalytic ozonation according to claim 1 handles organic wastewater, it is characterised in that:It is used poly- Tetrafluoroethene material diameter is 1mm-5mm, and length is 1mm-0.1m, and porosity is 30%-60%;Used polytetrafluoroethylene (PTFE) Material is line style or doughnut/cast.
3. the method that catalytic ozonation according to claim 1 handles organic wastewater, it is characterised in that:It is used complete Fluothane hydrocarbon solvent is the mixture or pure substance of perfluor amine substance.
4. the method that catalytic ozonation according to claim 1 handles organic wastewater, it is characterised in that:The ozone is urged Changing reactor includes two kinds of micro-pore aeration type and hollow fiber film assembly type.
5. the method that catalytic ozonation according to claim 4 handles organic wastewater, it is characterised in that:The microbubble Aeration type ozone catalytic reactor is made up of housing, micro-pore aeration plate and line style polytetrafluoroethylene (PTFE) catalysis material.
6. the method that catalytic ozonation according to claim 5 handles organic wastewater, it is characterised in that:It is aerated panel aperture For 10 μm -100 μm, Air Bubble Size is 0.1mm-1mm.
7. the method that catalytic ozonation according to claim 4 handles organic wastewater, it is characterised in that:The hollow fibre Dimension membrane module type ozone catalytic reactor is loaded by membrane module polytetrafluoroethylhollow hollow fiber membrane and constituted, and loading density is 10%- 50%.
8. the method that catalytic ozonation according to claim 1 handles organic wastewater, it is characterised in that:The mass transfer of ozone Process is carried out with non-vesicular forms, in operating process, and gaseous pressure is less than liquid phase pressure.
CN201710583328.4A 2017-07-18 2017-07-18 Process and device for treating organic wastewater by catalytic oxidation of ozone Active CN107162167B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710583328.4A CN107162167B (en) 2017-07-18 2017-07-18 Process and device for treating organic wastewater by catalytic oxidation of ozone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710583328.4A CN107162167B (en) 2017-07-18 2017-07-18 Process and device for treating organic wastewater by catalytic oxidation of ozone

Publications (2)

Publication Number Publication Date
CN107162167A true CN107162167A (en) 2017-09-15
CN107162167B CN107162167B (en) 2020-10-30

Family

ID=59817917

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710583328.4A Active CN107162167B (en) 2017-07-18 2017-07-18 Process and device for treating organic wastewater by catalytic oxidation of ozone

Country Status (1)

Country Link
CN (1) CN107162167B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107754789A (en) * 2017-11-09 2018-03-06 湖南永清环保研究院有限责任公司 Catalyst and micro-hole aerator for Ozonation processing organic wastewater
CN111620430A (en) * 2020-06-04 2020-09-04 浙江大学 Hollow fiber membrane reactor based on metal thin film catalysis, manufacturing method and application
CN111992204A (en) * 2020-09-17 2020-11-27 福建省晋蓝环保科技有限公司 Ozone oxidation catalyst, preparation method and ozone catalytic oxidation device
WO2022192866A1 (en) * 2021-03-09 2022-09-15 University Of Kansas Hydroxylation of alkanes using ozone

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5527075A (en) * 1978-08-17 1980-02-26 Osaka Oxgen Ind Ltd Oxidizing catalyst used with oxidant in solution to be treated
CN1576243A (en) * 2003-07-21 2005-02-09 中国科学院生态环境研究中心 Process for efficient removing organic pollutant in water by catalysis and ozonization
CN102372376A (en) * 2010-08-27 2012-03-14 中国石油化工股份有限公司 Reverse osmosis concentrated water treatment method
CN102580759A (en) * 2011-01-18 2012-07-18 中国科学院生态环境研究中心 Water purification method capable of realizing in-situ preparation and in-situ regeneration of catalyst and catalyzing zone to oxidize organic micropollutants
CN104003504A (en) * 2014-05-09 2014-08-27 中国科学院过程工程研究所 Catalytic ozonation treating apparatus and process for refractory organic wastewater
CN104828926A (en) * 2015-04-17 2015-08-12 中国科学院生态环境研究中心 Wastewater advanced treatment equipment and method for catalytic ozonation membrane reactor

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5527075A (en) * 1978-08-17 1980-02-26 Osaka Oxgen Ind Ltd Oxidizing catalyst used with oxidant in solution to be treated
CN1576243A (en) * 2003-07-21 2005-02-09 中国科学院生态环境研究中心 Process for efficient removing organic pollutant in water by catalysis and ozonization
CN102372376A (en) * 2010-08-27 2012-03-14 中国石油化工股份有限公司 Reverse osmosis concentrated water treatment method
CN102580759A (en) * 2011-01-18 2012-07-18 中国科学院生态环境研究中心 Water purification method capable of realizing in-situ preparation and in-situ regeneration of catalyst and catalyzing zone to oxidize organic micropollutants
CN104003504A (en) * 2014-05-09 2014-08-27 中国科学院过程工程研究所 Catalytic ozonation treating apparatus and process for refractory organic wastewater
CN104828926A (en) * 2015-04-17 2015-08-12 中国科学院生态环境研究中心 Wastewater advanced treatment equipment and method for catalytic ozonation membrane reactor

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
厉帅,等: "受污染原水处理的聚四氟乙烯中空膜组合工艺", <<净水技术>> *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107754789A (en) * 2017-11-09 2018-03-06 湖南永清环保研究院有限责任公司 Catalyst and micro-hole aerator for Ozonation processing organic wastewater
CN111620430A (en) * 2020-06-04 2020-09-04 浙江大学 Hollow fiber membrane reactor based on metal thin film catalysis, manufacturing method and application
CN111992204A (en) * 2020-09-17 2020-11-27 福建省晋蓝环保科技有限公司 Ozone oxidation catalyst, preparation method and ozone catalytic oxidation device
CN111992204B (en) * 2020-09-17 2022-07-19 福建省晋蓝环保科技有限公司 Ozone oxidation catalyst, preparation method and ozone catalytic oxidation device
WO2022192866A1 (en) * 2021-03-09 2022-09-15 University Of Kansas Hydroxylation of alkanes using ozone

Also Published As

Publication number Publication date
CN107162167B (en) 2020-10-30

Similar Documents

Publication Publication Date Title
US20200182566A1 (en) Compositions containing nano-bubbles in a liquid carrier
CN107162167A (en) The technique and device of a kind of catalytic ozonation processing organic wastewater
JP4463204B2 (en) Air diffuser
JPS62149324A (en) Removal of hydrogen sulfide
JP2003190976A (en) Apparatus and method for treating wastewater
CN110372085A (en) A kind of organic wastewater catalytic ozonation processing system and method
CN104828926A (en) Wastewater advanced treatment equipment and method for catalytic ozonation membrane reactor
CN109794155A (en) The method for handling VOCs and foul gas
JP3697729B2 (en) Biological sludge ozone treatment equipment
CN206359390U (en) A kind of high ammonia nitrogen micro-polluted raw processing system of high algae
JP4604014B2 (en) Biological deodorization system and biological deodorization apparatus used in this system
JP2013166107A (en) System for producing water containing superfine high pressure ozone gas bubbles and method for treating polymer material surface by using produced water containing superfine high pressure ozone gas bubbles
KR20190085916A (en) Bio activated carbon treatment device
CN205953638U (en) High -efficient ozone treatment reactor
CN105129965B (en) Floating bed catalytic ozonation reactor and its method for handling waste water
JP2007253132A (en) Wastewater treatment method and wastewater treatment equipment
CN106554975A (en) A kind of continuous biodegradable process of methane
WO2019163428A1 (en) Aerobic organism treatment device and method for operating same
CN106673175A (en) Method for advanced treatment of organic wastewater through oxidation of chlorine
JP2019166441A (en) Biological treatment apparatus
WO2019163422A1 (en) Method for operating aerobic biological treatment device
CN104445511A (en) Combined device for treating ammonia nitrogen in wastewater
WO2019163429A1 (en) Operating method for aerobic organism treatment device
CN103357258B (en) Carbon dioxide free radical based oxygen-containing gas deoxygenation method
CN215479976U (en) Dioxane effluent disposal 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
GR01 Patent grant
GR01 Patent grant