KR20060079172A - A water and wastewater treatment system and method using advanced oxidation processes(uv with catalyst, fenton, ozone) and pressurized ozone oxidation(aop-po2) - Google Patents
A water and wastewater treatment system and method using advanced oxidation processes(uv with catalyst, fenton, ozone) and pressurized ozone oxidation(aop-po2) Download PDFInfo
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- KR20060079172A KR20060079172A KR20060053753A KR20060053753A KR20060079172A KR 20060079172 A KR20060079172 A KR 20060079172A KR 20060053753 A KR20060053753 A KR 20060053753A KR 20060053753 A KR20060053753 A KR 20060053753A KR 20060079172 A KR20060079172 A KR 20060079172A
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- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 title claims abstract description 103
- 238000007254 oxidation reaction Methods 0.000 title claims abstract description 51
- 230000003647 oxidation Effects 0.000 title claims abstract description 47
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 39
- 238000000034 method Methods 0.000 title claims abstract description 29
- 238000009303 advanced oxidation process reaction Methods 0.000 title abstract description 5
- 238000004065 wastewater treatment Methods 0.000 title abstract description 3
- 239000003054 catalyst Substances 0.000 title description 4
- 239000002351 wastewater Substances 0.000 claims abstract description 30
- 238000011282 treatment Methods 0.000 claims abstract description 15
- 239000007788 liquid Substances 0.000 claims abstract description 10
- 239000010865 sewage Substances 0.000 claims abstract description 7
- 239000000919 ceramic Substances 0.000 claims abstract description 5
- 238000006243 chemical reaction Methods 0.000 claims abstract description 5
- 239000011521 glass Substances 0.000 claims abstract description 5
- 239000000945 filler Substances 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 6
- 238000002347 injection Methods 0.000 claims description 5
- 239000007924 injection Substances 0.000 claims description 5
- 229910010413 TiO 2 Inorganic materials 0.000 claims description 3
- -1 etc. Substances 0.000 claims description 3
- 239000000356 contaminant Substances 0.000 claims description 2
- 239000003651 drinking water Substances 0.000 claims 1
- 235000020188 drinking water Nutrition 0.000 claims 1
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 abstract description 21
- 230000001590 oxidative effect Effects 0.000 abstract description 10
- 239000000126 substance Substances 0.000 abstract description 10
- 239000004408 titanium dioxide Substances 0.000 abstract description 7
- 244000005700 microbiome Species 0.000 abstract description 5
- 239000010871 livestock manure Substances 0.000 abstract description 4
- 239000011941 photocatalyst Substances 0.000 abstract description 4
- 238000004043 dyeing Methods 0.000 abstract description 3
- 210000003608 fece Anatomy 0.000 abstract description 3
- 239000000049 pigment Substances 0.000 abstract description 3
- 238000006385 ozonation reaction Methods 0.000 abstract description 2
- 230000001954 sterilising effect Effects 0.000 abstract 2
- 238000004659 sterilization and disinfection Methods 0.000 abstract 2
- CXURGFRDGROIKG-UHFFFAOYSA-N 3,3-bis(chloromethyl)oxetane Chemical compound ClCC1(CCl)COC1 CXURGFRDGROIKG-UHFFFAOYSA-N 0.000 abstract 1
- 238000004042 decolorization Methods 0.000 abstract 1
- 230000001699 photocatalysis Effects 0.000 abstract 1
- 238000007146 photocatalysis Methods 0.000 abstract 1
- 230000002195 synergetic effect Effects 0.000 abstract 1
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 23
- 238000005516 engineering process Methods 0.000 description 16
- 239000007789 gas Substances 0.000 description 7
- 244000144972 livestock Species 0.000 description 5
- 239000007800 oxidant agent Substances 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 3
- 238000006303 photolysis reaction Methods 0.000 description 3
- 230000015843 photosynthesis, light reaction Effects 0.000 description 3
- 239000011949 solid catalyst Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000003993 interaction Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- UGFAIRIUMAVXCW-UHFFFAOYSA-N Carbon monoxide Chemical compound [O+]#[C-] UGFAIRIUMAVXCW-UHFFFAOYSA-N 0.000 description 1
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 1
- VTLYFUHAOXGGBS-UHFFFAOYSA-N Fe3+ Chemical compound [Fe+3] VTLYFUHAOXGGBS-UHFFFAOYSA-N 0.000 description 1
- 241001572175 Gaza Species 0.000 description 1
- 239000000460 chlorine Substances 0.000 description 1
- 229910052801 chlorine Inorganic materials 0.000 description 1
- 239000011247 coating layer Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000006837 decompression Effects 0.000 description 1
- 238000011978 dissolution method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010894 electron beam technology Methods 0.000 description 1
- 239000003546 flue gas Substances 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000001678 irradiating effect Effects 0.000 description 1
- 239000007791 liquid phase Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000012286 potassium permanganate Substances 0.000 description 1
- 239000008213 purified water Substances 0.000 description 1
- 239000012429 reaction media Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000009281 ultraviolet germicidal irradiation Methods 0.000 description 1
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/30—Treatment of water, waste water, or sewage by irradiation
- C02F1/32—Treatment of water, waste water, or sewage by irradiation with ultraviolet light
- C02F1/325—Irradiation devices or lamp constructions
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/24—Treatment of water, waste water, or sewage by flotation
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/78—Treatment of water, waste water, or sewage by oxidation with ozone
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/32—Details relating to UV-irradiation devices
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/78—Details relating to ozone treatment devices
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/03—Pressure
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/42—Liquid level
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
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Abstract
본 발명은 하·폐수와 음용수를 처리하는 장치와 방법으로 밀폐된 용기에 다수의 UV램프가 수직으로 설치되어 있고 UV램프 공간 사이에 이산화티타늄(TiO2)이 코팅된 재질(STS 316, 세라믹, 유리 등)의 충진물이 채워져 있는데, 조의 하부로 고압(4~8기압 이상)의 오존가스가 유입되고, 원수와 펜톤액이 섞여서 접촉조 상부로 유입되는 고급-가압오존산화를 이용한 고도 수처리 방법이다. 본 수처리 방법은 일정량의 펜톤액이 주입된 원수가 고압의 오존산화 접촉조 내에서 이산화티타늄이 코팅된 충진물의 표면을 통해 흐르는 동안, 고압-고농도의 오존가스와 접촉되고, 동시에 이산화티타늄이 코팅된 접촉면에 UV(자외선)광원을 조사하면 광촉매에 의한 광분해·펜톤산화·고도 오존산화가 고압의 오존가스 반응조 내에서 동시에 일어나게 된다. 본 발명의 특징은 열거된 고급산화 반응들이 고농도-고압의 오존가스가 존재하는 단일 반응조에서 동시에 일어나는 것이며, 다양한 고급산화가 동시에 일어나는 시너지 효과에 의해서 산화능이 극대화 되어 짧은 접촉시간(1~5분)에 산화 반응이 이루어진다. 본 발명은 하·폐수나 정수처리에 쓰이는 미생물 살균은 물론이고, 분뇨(가축분뇨)와 염색폐수와 안료폐수의 색도 제거나 폐기물 매립장의 침출수와 화학폐수의 난분해성 유기물질 처리에 이용된다.The present invention is a device and method for treating sewage and waste water and a plurality of UV lamps are installed vertically in a sealed container and coated with titanium dioxide (TiO2) between the UV lamp space (STS 316, ceramic, glass Etc.) is filled with high pressure (4 ~ 8 atm) ozone gas in the lower part of the tank, raw water and Fenton's solution is mixed with the high-pressure ozone oxidation flow into the upper part of the contact tank. In this water treatment method, raw water injected with a certain amount of Fenton's liquid is contacted with high pressure-high concentration ozone gas while simultaneously flowing through the surface of the titanium dioxide-coated filling in a high-pressure ozonation contacting tank, and simultaneously coated with titanium dioxide When the UV (ultraviolet) light source is irradiated to the contact surface, photocatalysis, penton oxidation, and high ozone oxidation by photocatalysts occur simultaneously in a high pressure ozone gas reactor. A feature of the present invention is that the listed advanced oxidation reactions occur simultaneously in a single reaction tank in which high concentration-high pressure ozone gas is present, and the oxidative capacity is maximized by synergistic effects in which various advanced oxidations occur at the same time (1-5 minutes). An oxidation reaction takes place. The present invention is used not only for the sterilization of microorganisms used for sewage and waste water treatment, but also for the removal of color of manure (livestock manure), dyeing wastewater and pigment wastewater, and the treatment of hardly degradable organic substances in leachate and chemical wastewater in a landfill.
AOP-PO2 공정, Advanced Oxidation Process, Pressurized Ozone Oxidation, 고급-가압오존 산화공정, 오존, 색도제거, 난분해성 유기물질, 미생물, 살균AOP-PO2 Process, Advanced Oxidation Process, Pressurized Ozone Oxidation, Advanced-Pressure Ozone Oxidation Process, Ozone, Color Removal, Refractory Organic Substance, Microorganism, Sterilization
Description
도1은 광촉매를 위해 이산화티타늄(TiO2)으로 코팅된 충진재와 UV(자외선), 그리고·펜톤과 고농도 오존을 이용한 고급·고농도 오존산화 수처리 방법의 주요 부분에 설명도이다. 1 is an explanatory diagram of the main part of a high-level and high-level ozonation water treatment method using titanium dioxide (TiO 2) -coated filler and UV (ultraviolet), and fenton and high-concentration ozone.
100 : 원수 가압펌프100: raw water pressurized pump
200 : 펜톤액 주입설비200: Fenton liquid injection facility
300 : 고급-가압 오조산화접촉조300: Advanced-Pressure Ozone Oxidation Contact Tank
400 : 오존가스 가압설비400: ozone gas pressurization equipment
500 : 감압 마이크로 기포 생성장치500: decompression micro bubble generator
도2는 300 : 고급-가압 오존산화접촉조를 구성하고 있는 주요 부분의 상세도이다. Figure 2 is a detailed view of the main part constituting 300: high-pressure ozone oxidation contact bath.
301 : UV램프301: UV Lamp
302 : 이산화티타늄(TiO2)이 코팅된 충진재302: titanium dioxide (TiO2) coated filler
303 : 정압 조절 시스템303: Constant Pressure Control System
304 : 정수위 조절 시스템304: water level control system
도3은 고급-가압 오존산화접촉조 내부 상세도로 평면 단면도이다.Fig. 3 is a plan sectional view in detail in a high-pressure ozone oxidation contact tank.
301 : UV램프301: UV Lamp
302 : 이산화티타늄(TiO2)이 코팅된 충진재302: titanium dioxide (TiO2) coated filler
도4는 도3 A의 수직 단면도이다.4 is a vertical sectional view of FIG. 3A.
도5는 원수의 흐름과 UV광의 조사방향을 나타낸 상세도이다. 5 is a detailed view showing the flow of raw water and the irradiation direction of UV light.
301 : UV램프301: UV Lamp
301-1 : UV(자외선)광 조사 모양301-1: UV (ultraviolet) light irradiation shape
302 : 이산화티타늄(TiO2)이 코팅된 충진재302: titanium dioxide (TiO2) coated filler
302-1 : 세라믹, STS316, 유리 재질의 충진재302-1: Filler made of ceramic, STS316, glass
302-2 : 이산화티타늄(TiO2)의 코팅층302-2: coating layer of titanium dioxide (TiO2)
302-3 : 충진재를 도포하며 흐르는 원수의 모양302-3: Shape of raw water flowing while applying filler
도6는 일반적인 오존 접촉 장치의 개략도이다.6 is a schematic diagram of a general ozone contact device.
1 : 처리대상 원수 저장조1: Raw water storage tank
2 : 오존 발생장치2: ozone generator
3 : 대기압 상태에서 오존 가스 주입 장치3: ozone gas injection device at atmospheric pressure
4 : 오존 접촉조4: ozone contact tank
5 : 배오존 분해장치5: ozone decomposing device
6 : 최종 처리수 유출구6: final treated water outlet
본 발명은 고도 산화 수처리 기술분야이며 고도 정수처리, 산업폐수·분뇨폐수, 침출수 처리에 이용되는 기술이다.Field of the Invention The present invention is in the field of advanced oxidation water treatment technology and is used for advanced purified water treatment, industrial wastewater, manure wastewater, and leachate treatment.
종래의 산화 기술로는 화학적 산화법(Chemical Oxidation Processes)과 고도산화처리법(Advanced Oxidation Processes, AOPs)이 있다. 일반적인 화학적 산화법은 오존, 염소, UV(자외선), 과망간산칼륨 등의 단일 산화제를 이용한 산화방법을 말한다. 그리고 AOP는 크게 두 가지로 나눌 수 있는데 폐수 중의 오염물질을 산화시킬 때 반응매체가 액상이므로 액상 이외에 고체의 존재 여부에 따라 homogeneous와 heterogeneous 시스템으로 나눌 수 있다. Homogeneous 시스템은 O3/UV, H2O2/UV, Electron beam, Ultrasonic(US), H2O2/US, O2/H2O2, H2O2/Fe 등이다. 반면 heterogeneous 시스템으로는 TiO2/O3/UV, TiO2/H2O2/UV, Electro-Fenton, Solid Catalyst(SC)/O3, SC/H2O2 등이 있다.Conventional oxidation techniques include Chemical Oxidation Processes and Advanced Oxidation Processes (AOPs). The general chemical oxidation method refers to the oxidation method using a single oxidant such as ozone, chlorine, UV (ultraviolet), potassium permanganate. In addition, AOP can be classified into two types. Since the reaction medium is liquid when oxidizing contaminants in waste water, it can be divided into homogeneous and heterogeneous systems depending on the presence of solids in addition to liquid phase. Homogeneous systems include O3 / UV, H2O2 / UV, Electron beam, Ultrasonic (US), H2O2 / US, O2 / H2O2, H2O2 / Fe. Heterogeneous systems include TiO2 / O3 / UV, TiO2 / H2O2 / UV, Electro-Fenton, Solid Catalyst (SC) / O3, and SC / H2O2.
종래의 펜톤 산화기술은 2가철(Fe2+)을 촉매제로 하여 과산화수소(H2O2)와 섞어서 사용함으로써 과산화수소의 산화을 높이는 기술이고, PEREXONE공법은 과산화수소(Peroxide)와 오존을 동시에 사용하는 기술로 두 물질이 상호작용하여 산화력을 높이는 기술이다. UV광분해법은 UV(자외선)를 오존이나 과산화수소 같은 산화제에 조사하여 OH-라디칼의 생성을 높임으로써 산화력을 높이는 기술이다. UV의 광분해 효율을 높이기 위하여 TiO2를 코팅한 표면을 촉매로 사용하여 왔다.Conventional Fenton oxidation technology is a technique to increase the oxidation of hydrogen peroxide by using mixed with hydrogen peroxide (H2O2) by using a ferric iron (Fe2 +) as a catalyst, the PEREXONE method is a technology that uses hydrogen peroxide and ozone at the same time, the two materials interact It is a technology to increase the oxidative power. UV photolysis is a technique that enhances the oxidative power by irradiating UV (ultraviolet) with oxidants such as ozone and hydrogen peroxide to increase the production of OH - radicals. In order to increase the UV photolysis efficiency, TiO 2 coated surface has been used as a catalyst.
이러한 종래의 고급산화 법과 달리 본 발명에서는 가장 산화력이 높은 산화제인 오존을 가압하여 고농도의 오존이 존재하는 동일 반응조 내에서 O3/H2O2/Fe/UV/TiO2를 동시에 이용하여 OH-라디칼의 생성효율을 높임으로써 산화력을 극대화시키는 것이다. 따라서 종래에는 한 가지나 두 가자 방법의 고급산화공정이 분리되어 쓰인 반면 본 발명에서는 3가지의 고급산화반응을 동시에 이용하였고, 반응 오존의 농도를 동시에 높여주어 가능한 산화력을 극대화시켰다.In other laws such conventional advanced oxidation of the present invention presses the most oxidative high oxidant ozone and OH by using O3 / H2O2 / Fe / UV / TiO2 at the same time in the same reaction vessel to the high concentration of ozone present-generation efficiency of a radical By increasing the oxidizing power is maximized. Therefore, conventionally, one or two advanced oxidation processes of the Gaza method were used separately, while in the present invention, three advanced oxidation reactions were used at the same time, and the concentration of the reaction ozone was simultaneously increased to maximize the possible oxidation power.
그리고 종래에는 오존을 폐수에 높은 농도로 반응시키기 위해서 오존의 접촉시간을 늘리는 방법이 사용되어 왔다. 그러나 오존의 접촉시간을 늘리는 방법은 오존의 접촉조가 커지게 되어 건설비용이 증가하며, 낮은 접촉효율로 과량의 오존이 투여되어야 하기 때문에 오존발생기의 설비비와 유지비용이 현저하게 늘어나게 된다. 예를 들면 오존발생기에서 제공하는 압에 의한 오존농도의 전기화학적 자유에너지가 1이라고 가정할 때 본 발명에 의한 오존농도의 전기화학적 자유에너지는 2-5배가 증가하게 된다. 따라서 난분해성 물질의 분해가 종래의 용해방법에 의한 것 보다 본 발명에 의한 방식이 현저하게 높아진다.In the past, a method of increasing the contact time of ozone has been used in order to react ozone to waste water at a high concentration. However, the method of increasing the contact time of ozone increases the construction cost by increasing the contact tank of ozone, and the installation cost and maintenance cost of the ozone generator are remarkably increased because excessive ozone should be administered at low contact efficiency. For example, assuming that the electrochemical free energy of the ozone concentration due to the pressure provided by the ozone generator is 1, the electrochemical free energy of the ozone concentration according to the present invention is increased by 2-5 times. Therefore, the decomposition of the hardly decomposable substance is considerably higher than that by the conventional dissolution method.
또한, 종래의 고급산화방법은 다양한 고급산화방법이 단독으로 쓰였거나 고급산화방식이 두 가지가 동시에 결합된 방식으로 사용되었다. 본 발명에서는 고농도의 오존산화 방법에다 이들의 여러 가지 고급산화방식이 모두 동시에 적용될 수 있는 시스템으로 구성되어 있기 때문에 가장 진보된 산화기술이라 할 수 있다.In addition, in the conventional advanced oxidation method, various advanced oxidation methods are used alone or in a combination of two advanced oxidation methods simultaneously. In the present invention, it is the most advanced oxidation technology because it is composed of a system that can be applied to all of the various advanced oxidation methods at the same time in a high concentration ozone oxidation method.
본 발명에서는 고압의 고농도 오존수를 마이크로 기포 (micro-bubble)에 의한 유출을 통하여 안전하게 감압시키는 기술을 내포하고 있고, 마이크로 기포를 통하여 접촉면적을 무한대로 높여 폐수의 처리효율과 오존의 이용효율을 극대화시킨 기술이다. 또한, 마이크로 기포에 의해서 처리하고자 하는 원수에 존재하는 부유물질도 제거시킬 수 있는 장점도 동시에 가지고 있다. 종래에 사용하던 저압의 용존 오존에 의한 방식은 마이크로 기포를 발생시킬 필요도 없고, 마이크로기포를 발생시키는 것도 불가능하다. 기계식으로 오존을 주입하는 방식은 오존의 접촉효율이 낮아 반응되지 않은 오존이 과다하게 유출된다.The present invention includes a technology for safely depressurizing high pressure ozone water through the outflow by micro-bubble, and maximizes the treatment efficiency of wastewater and the utilization efficiency of ozone by increasing the contact area to infinity through the micro-bubble. Technology. In addition, it also has the advantage of removing the suspended solids present in the raw water to be treated by the micro-bubbles. The low pressure dissolved ozone method conventionally used does not need to generate micro bubbles, nor is it possible to generate micro bubbles. Mechanically injecting ozone has a low contact efficiency of ozone, resulting in excessive release of unreacted ozone.
따라서 본 기술이 종래의 기술과 특별히 차이가 나는 점은 종래의 기술이 오존의 농도를 40mg/l 정도로만 높일 수가 있는 반면에 본 발명기술은 오존의 농도를 200mg/l 이상 원하는 농도까지 높일 수 있고, 다양한 고급산화기술이 동시에 구현되기 때문에 종래의 기술로는 축산폐수나 침출수 등의 처리에 큰 기여를 하지 못했으나 본 기술에 의해서 공단의 화학폐수나 침출수, 축산폐수와 같은 난분해성 폐수를 처리할 수 있는 기틀이 마련됐다. 또한 오존수를 마이크로 기포를 통하여 2차로 접촉시킴으로써 처리효율과 오존의 이용효율을 극대화 시켰고, 고압 고농도의 오존수를 안전하게 감압시키는 장치를 가지고 있다는 것이다.Therefore, the present technology is particularly different from the conventional technology, while the conventional technology can only increase the concentration of ozone to about 40 mg / l, while the present invention can increase the concentration of ozone to the desired concentration of 200 mg / l or more, Since various advanced oxidation technologies are implemented at the same time, the conventional technology has not made a significant contribution to the treatment of livestock wastewater or leachate, but the present technology can treat hardly degradable wastewater such as chemical wastewater, leachate, and livestock wastewater. The framework was laid. In addition, by contacting ozone water through the micro-bubble secondly, it maximizes the treatment efficiency and the use efficiency of ozone, and has a device to safely reduce the high pressure and high concentration ozone water.
AOP(고급산화)는 고압상태로 고농도의 오존이 존재하는 환경에서 AOP가 동시에 이루어질 수 있도록 가압조 내에 UV(자외선)조사 장치를 하는 것이고 TiO2로 코팅된 접촉여재를 UV조사등 사이에 충진함으로써 고급산화가 효과적으로 이루어질 수 있도록 하는 것이다. 또한 펜톤과 오존의 상호작용인 PEREXONE 공법과 펜톤 산화공법, UV(자외선) 광분해법이 동시에 일어날 수 있도록 하기 위하여 펜톤을 고급-가압오존산화조에 유입시키는 장치를 적용하는 것이다.AOP (Advanced Oxidation) is a UV (ultraviolet) irradiation device in a pressurized tank so that AOP can be made at the same time in an environment where high concentration of ozone is present under high pressure, and by filling the contact media coated with TiO2 between UV irradiation, etc. Oxidation can be done effectively. In addition, in order to allow the phenton and ozone interactions such as the PEREXONE method, the Fenton oxidation method, and the UV (ultraviolet) photolysis method to occur at the same time, a device for introducing Fenton into the high-pressure ozone oxidation tank is applied.
또 다른 과제는 AOP가 효과적으로 일어나게 하기 위해서 고급-가압오존산화조 내에 유입되는 하수나 폐수에 오존의 농도를 높이는 것이다. 종래의 방법대로 대기압 상태에서 오존을 용해시킬 경우 오존의 용해도 수준인 40mg/l 정도 까지 밖에 높일 수 없기 때문에 축산폐수와 같이 고농도의 오존 100mg/l-200mg/l가 소요되는 폐수에는 종래의 기술로는 큰 효과가 없다. 하지만 오존가스를 밀폐된 가압용기에 적용하면 훨씬 높은 농도인 200mg/l 이상까지 오존을 투입할 수 있다. 이때 오존을 고압의 밀폐용기에 투입하는 기술이 이루고자 하는 과제인데, 이것은 가압장치에서 오존가스와 오존가압 부분에 완충수를 두어 가압장치와 오존가스의 직접 접촉을 피하고, ST316과 같은 내 산화성 재질을 사용하여 이루어진다. 투입된 오존의 사용 효율을 높이기 위해서 오존과 폐수의 접촉효율을 높이는 것이 또 다른 과제인데, 이것은 고농도 고압의 오존수를 마이크로기포 발생장치를 통해 유출시켜 오존기포와 물의 접촉면적을 극대화함으로써 이루어진다.Another challenge is to increase the concentration of ozone in the sewage or wastewater that enters the high-pressure ozone oxidizer in order for AOP to occur effectively. When ozone is dissolved at atmospheric pressure according to the conventional method, it can only be increased to about 40 mg / l, the solubility level of ozone, so that wastewater requiring high concentration of ozone 100mg / l-200mg / l, such as livestock wastewater, is conventionally used. Has no great effect. However, when ozone gas is applied in a sealed pressurized container, ozone can be added to a much higher concentration of 200 mg / l or more. In this case, the technology of injecting ozone into a high pressure sealed container is to achieve the problem, which is to put the buffer water in the ozone gas and the ozone pressurization portion in the pressurizing device to avoid direct contact between the pressurizing device and the ozone gas, and to avoid the oxidizing material such as ST316. Is done using. In order to increase the use efficiency of the injected ozone is another task to increase the contact efficiency of ozone and wastewater, which is achieved by maximizing the contact area of ozone bubbles and water by flowing high concentration and high pressure ozone water through the micro bubble generator.
본 발명의 구성은 도1에서 원수를 고급-가압 오존산화접촉조의 상부로 유입시키기 위한 원수 가압펌프(100)와 펜톤액을 첨가하기 위한 펜톤액 주입설비(200)로 이루어져 있으며, 펜톤액이 주입된 원수가 유입되어 고도산화반응이 동시에 일어나는 고급-가압 오존산화접촉조(300), 그리고 오존가스를 고급-가압 산화접촉조 하부로 주입하는 오존가스 가압설비(400), 고압의 처리수를 안전하게 감압하여 미세기포를 발생시키는 감압 마이크로 기포 생성장치(500)로 구성되어 있다.The configuration of the present invention consists of a raw water pressurized
도2와 같이 고급-가압 오존산화 접촉조 내에는 이산화티타늄(TiO2)이 코팅된 충진물(재질: STS 316, 세라믹, 유리)(302)이 충진되어 있으며, 충진물 사이로 다수의 UV램프(301)가 삽입되어 있다. 또한 접촉조 상부에는 일정한 고압을 유지하기 위한 정압 조절 시스템(303)이 설치되어 있고, 접촉조 하부에는 조내의 수위가 항상 충진물 보다 낮은 수위를 유지할 수 있도록 하기 위한 정수위 조절 시스템(304)이 구비되어 있다.As shown in FIG. 2, a filler (material: STS 316, ceramic, glass) 302 coated with titanium dioxide (TiO 2) is filled in the high-pressure ozone oxidation contact tank, and a plurality of
도3에 고급-가압오존 산화조의 평면도를 나타내었다. 평면도의 301은 UV램프이고 302는 광촉매가 코팅된 충진재이다. 3 is a plan view of the high-pressure ozone oxidizing tank. In the plan view, 301 is a UV lamp and 302 is a filler coated with a photocatalyst.
도4는 UV램프 사이에 광촉매가 코팅된 충진재 주변의 단면도이다. 301의 UV램프에서 자외선이 조사되고 302의 충진재 사이로 펜톤액이 섞인 원수가 흐르는 모양을 나타내었다.4 is a cross-sectional view around a filler coated with a photocatalyst between UV lamps. Ultraviolet rays were irradiated from the UV lamp of 301 and raw water mixed with Fenton's solution flowed between the fillers of 302.
도5에 UV램프(301)에서 자외선(301-1)이 조사되고 UV램프 주변에 촉매재(302-2)가 코팅된 충진재(302-1) 사이를 펜톤액이 혼합된 원수(302-3)가 흐르면서 O3/H2O2/Fe/UV/TiO2의 고급산화가 동시에 일어나는 과정을 나타내었다.Fig. 5 is raw water 302-3 irradiated with ultraviolet ray 301-1 from the
도6에 일반적인 오존접촉조를 도시하였다. 도6의 1은 처리할 원수의 저장조이며, 2는 오존발생장치이다. 원수가 처리조에 유입되면 3의 오존분사장치에 의해 오존과 섞이게 되고, 4의 반응조에서 반응을 하게 된다. 반응되지 못한 오존은 5의 배가스 분해장치에 의해 분해된 후 배출되고, 처리수는 6으로 유출된다.6 shows a general ozone contact bath. 6 is a reservoir of raw water to be treated, and 2 is an ozone generating device. When raw water flows into the treatment tank, it is mixed with ozone by the ozone spray device of 3 and reacts in the reaction tank of 4. Unreacted ozone is decomposed by the flue gas cracker of 5 and then discharged, and treated water is discharged to 6.
하수나 폐수 중에는 유해 미생물을 다량 함유한 폐수가 있으며, 또한 염색폐수나 안료폐수와 같이 높은 색도를 함유한 것이 많다. 또한, 축산폐수, 분뇨폐수, 폐기물 매립장이나 화학공장의 폐수 중에는 난분해성 유기물질을 함유한 폐수도 많다. 이러한 폐수들은 미생물에 의해 잘 처리가 되지 않기 때문에 종래에는 미생물 처리와 함께 오존이나 펜톤(H2O2) 산화와 같은 화학적 처리를 선택하여 병행하였다. Sewage and wastewater contain wastewater containing a large amount of harmful microorganisms, and many of them contain high chromaticity, such as dyeing wastewater and pigment wastewater. In addition, many livestock wastewater, manure wastewater, waste landfills and chemical plant wastewater contain hardly decomposable organic substances. Since these wastewaters are not treated well by microorganisms, conventionally, microorganisms are selected in combination with chemical treatments such as ozone or Fenton (H 2 O 2) oxidation.
본 발명에서는 이러한 하수나 폐수를 처리하기 위하여 고농도의 오존을 적용할 수 있는 시스템에 다양한 AOP의 개량된 산화기법들을 동시에 적용할 수 있는 시스템을 고안하여 산화력을 극대화시켰다. 하수나 폐수에 적정량의 펜톤액을 섞어 고급-가압오존반응조의 상부로 유입시키면, 반응조 내부에 있는 UV램프에서 조사되는 자외선과 램프 사이에 충진되어 있는 광촉매와 상호작용하여 펜톤과 오존 그리고 펜톤과 UV(자외선), UV와 오존이 상호작용하는 다양한 고급산화가 한 곳에서 동시에 일어나게 된다. 여기에 고급산화가 일어날 수 있는 오존의 양을 충분히 공급함으로써 고급산화능도 극대화시켰다.In the present invention, in order to treat such sewage or wastewater, a system capable of simultaneously applying various oxidized oxidation techniques of AOP to a system capable of applying a high concentration of ozone was maximized. When an appropriate amount of Fenton's liquid is mixed into the sewage or wastewater and introduced into the upper part of the high-pressure ozone reactor, it interacts with the photocatalyst filled between the ultraviolet rays irradiated from the UV lamp inside the reactor and the lamp, and the fenton and ozone, and the Fenton and UV (Ultraviolet rays), various advanced oxidations with the interaction of UV and ozone occur simultaneously in one place. It also maximized the advanced oxidation capacity by supplying enough ozone to generate advanced oxidation.
종래기술이 오존의 처리수내 농도를 40mg/l 정도까지 밖에 만들지 못했으나 본 기술에 의해서 200mg/l 이상을 어렵지 않게 만들 수 있고, 고압의 높은 에너지를 가지고 있는 오존수를 마이크로 기포를 만드는 에너지로 사용하여 접촉면적을 높임으로써 처리 효율도 극대화 시키고, 안전하게 유출시키게 된다. 즉, 폐수처리에 필요한 양의 오존을 짧은 시간에 높은 농도로 접촉시켜 설비비와 유지비를 대폭 낮출 수 있다. 특히 오존의 사용효율이 극대화되어 잉여오존의 발생을 최소화하였다.Although the prior art can only make the concentration of ozone in the treated water up to about 40 mg / l, the present technology can easily make 200 mg / l or more, and by using ozone water having high pressure and high energy as energy to make micro bubbles. Increasing the contact area maximizes treatment efficiency and ensures safe outflow. That is, the amount of ozone required for wastewater treatment can be contacted at a high concentration in a short time, thereby significantly lowering the equipment cost and maintenance cost. In particular, the use efficiency of ozone is maximized to minimize the occurrence of excess ozone.
현재 국내외에서는 염색폐수나 안료폐수 등과 같은 공단폐수나 축산폐수와 침출수와 같은 난분해성 유기물질의 처리가 사회적인 문제가 되고 있으나 본 발명 기술이 적용되면 쉽게 처리할 수 있을 것으로 분석된다.Currently, at home and abroad, treatment of industrial complex wastes such as dyeing wastewater and pigment wastewater, or hardly degradable organic matters such as livestock wastewater and leachate has become a social problem, but it can be easily treated if the present technology is applied.
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