KR19990046011A - 4 step treatment apparatus of organic and wastewater for high concentration and method thereof - Google Patents
4 step treatment apparatus of organic and wastewater for high concentration and method thereof Download PDFInfo
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- KR19990046011A KR19990046011A KR1019990007929A KR19990007929A KR19990046011A KR 19990046011 A KR19990046011 A KR 19990046011A KR 1019990007929 A KR1019990007929 A KR 1019990007929A KR 19990007929 A KR19990007929 A KR 19990007929A KR 19990046011 A KR19990046011 A KR 19990046011A
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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
- C02F9/00—Multistage treatment of water, waste water or sewage
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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
- C02F1/38—Treatment of water, waste water, or sewage by centrifugal separation
- C02F1/385—Treatment of water, waste water, or sewage by centrifugal separation by centrifuging suspensions
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
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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
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
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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
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/78—Treatment of water, waste water, or sewage by oxidation with ozone
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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
- C02F3/00—Biological treatment of water, waste water, or sewage
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- C—CHEMISTRY; METALLURGY
- C05—FERTILISERS; MANUFACTURE THEREOF
- C05F—ORGANIC FERTILISERS NOT COVERED BY SUBCLASSES C05B, C05C, e.g. FERTILISERS FROM WASTE OR REFUSE
- C05F7/00—Fertilisers from waste water, sewage sludge, sea slime, ooze or similar masses
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
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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
- C02F2303/00—Specific treatment goals
- C02F2303/24—Separation of coarse particles, e.g. by using sieves or screens
Abstract
본 발명은 고농도의 유기, 무기 폐수를 물리화학과 생물학적 복합처리를 4단계로하여 하수처리의 농도비율에 따라 처리단계를 별도로 하여 하수처리와 연계토록하는 것과 4단계 전공정으로 처리하여 고도의 처리수를 방류토록 하는 처리장치와 방법에 관한 것이다. 본 복합처리의 고농도 유기, 무기폐수(하수연계)4단계 처리장치와 그 방법은 폐수에 함유된 조세목협잡물과 모래, 씨앗, 불포화성 섬유질 등을 투입 초기간계에서 제거하는 물리적 방법의 협잡물 제거기와 유량조정조의 1단계 처리공정과, 1단계에서 제거치 못한 미세협잡물과 저분자 용존고형물을 PH 조정과 고분자응집제를 첨가하여 화학 물리적 방법의 미세고형물제거기와 저류조의 2단계 처리공정과, 고분자 유,무기물을 산화분해키 위한 소화조와 미생물 생성 침거조, 고분자 유기물 분리와 마그네틱 스트리핑, 고분자 유,무기물 회수장치,고분자유· 무기물 산화조, 여과침전조, 원심농축기 등으로 구성되는 생물학적 방법의 3단계 처리공정과, 고도 처리수를 방류키 위한 오존접촉과 잔류 유· 무기물 분리조와 사(沙)여과조 등을 갖추는 4단계 고도처리 공정으로써, 하수연계처리에 있어서 하수량과 농도에 맞추어 각각의 단계에서 하수와 병합하는것과 4단계 고도처리 방류토록하는 공정을 특징으로 한다.The present invention is to treat the organic and inorganic wastewater of high concentration in four stages of physicochemistry and biological complex treatment to separate the treatment stage according to the concentration ratio of the sewage treatment and to link it with the sewage treatment and to process the advanced treatment water in four stages. The present invention relates to a treatment apparatus and a method for discharging water. The high concentration organic / inorganic wastewater (sewage system) 4-stage treatment system of this complex treatment and its method are the method of removing impurities and wastewater from the physical method of removing crude wood contaminants, sand, seeds, and unsaturated fibers in the wastewater at the initial stage of input. The first stage treatment process of the adjustment tank, the fine contaminants and low molecular dissolved solids that were not removed in the first stage, the PH adjustment and the addition of polymer coagulant were added to remove the micro solids by the chemical and physical methods, the two stage treatment process of the storage tank, and the polymer organic and inorganic substances. Three-step treatment process of biological method consisting of digester and microorganism producing immersion tank for oxidative decomposition, polymer organic matter separation and magnetic stripping, polymer oil and inorganic recovery device, polymer oil and inorganic oxidation tank, filtration settling tank, centrifugal concentrator, etc. Four levels of altitude with ozone contact, residual oil and mineral separation tanks, and filtration tanks for the discharge of advanced treatment water By Lee process, characterized by the step of ever high processing sewage and merge haneungeot and step 4 in each of the steps in accordance with the sewage water amount and concentration discharged in sewage treatment association.
Description
본 발명은 수질환경처리 공동집약에 따라 다양한 폐수를 공동처리키 위한 유·무기폐수를 물리적 방법과 생물학적 방법을 4단계로 복합처리토록하여 하수와 연계처리 함에 있어 하수량 0.2%의 폐수를 연계 병합할 경우 물리적으로 모래,씨앗 및 불포화성물질등을 제거하는조세목 협잡물제거기와 유량조정조의 1단계처리시설로 하수와 연계 병합하고, 하수량 1%의 폐수 연계시 1단계처리와,미세고형물과 저분자의 용존 고형물을 제거키 위한 PH 조정과 고분자응집제를 첨가토록하는 부대장치를 갖춘 미세 고형물제거기와 저류조까지의 2단계 처리공정과, 처리 후 잔류하는 고분자 유,무기물을 제거키 위한 소화조, 미생물 생성 침거조, 유·무기물 회수 및 화학산화조,여과조 등의 생물학적 방법의 3단계 처리후 하수와 연계토록 하고 하수처리장과 연계할 수 없는 조건의 단독 방류 시에는 3단계 처리후 오존접촉과 마그네틱 자화처리 후 , 유·무기물 응결분리조, 사(沙)여과기 등을 거치는 4단계의 고도처리하여 특정폐수 방류수질조건으로 처리하는 복합처리 고농도 유기,무기폐수(하수연계)4단계 처리장치와 그 방법에 관한 것이다.According to the present invention, the organic and inorganic wastewater for co-treatment of various wastewaters in accordance with the co-integration of water environment treatment is to be combined with the sewage by combining the physical and biological methods in four stages. In the case of the first step treatment facility of the crude wood scrubber and flow control tank that physically removes sand, seeds and unsaturated substances, it is merged with sewage, and the first stage treatment when linking wastewater with 1% of sewage, and the fine solids and small molecules are dissolved. Fine solids remover with PH adjustment to remove solids and additional equipment to add polymer coagulant, two stages process to storage tank, digester to remove polymer oil and inorganic residues after treatment, microbial generation immersion tank, After the three-stage treatment of biological methods such as organic and inorganic recovery, chemical oxidation tank, filtration tank, etc., it should be linked to sewage treatment plant. In the case of single discharge in the absence of conditions, after the three-stage treatment, after the ozone contact and magnetic magnetization treatment, the four-stage advanced treatment through the organic / inorganic condensation separation tank and the filter is performed to treat the specific wastewater discharged water quality conditions. The present invention relates to a high-level organic and inorganic wastewater (sewage-related) four-stage treatment apparatus and method thereof.
종래의 고농도 유기,무기폐수처리는 투입조에 일정크기의 조를 형성하여 무거운 협작 고형물을 자연침하 시킨 후 일정 시간마다 제거 처리하고 월류수는 조목 협작물 제거기에 유입하여 8mm이상의 협작물을 제거한 후 분리액을 제1저장조에 저장한 후 펌프로 세목 협작물 제거기에 투입하여 2mm이상의 세목 협작물을 제거한 후 1차처리 공정으로 이송하게 된다. 이와 같이 종래의 전처리공정은 인분뇨를 제외하고는 전 처리에서 제거할 수 있는 고농도의 유기,무기 폐수는 그 대상이 없고, 2mm이하의 미세 입자 고형물과 용존 고형물이 대부분이므로 그 효과가 미비한 실정이다. 상기와 같이 종래의 기술로 전 처리 한 후 1차 처리 공정으로 유입되면 전처리단계에서 제거되지 않은 섬유질,불포화성물질등은 각처리 공정조의 상부로 부상하여 스컴이 형성되어 탈 가스를 차단하게 되고 침하하는 점사물과 작은 씨앗,사료 찌꺼기 등의 입경 고형물들이 각조와 소화조에 퇴적되어 용적부하를 감소시키며, 또한 미생물 생성 농도로 전 처리하지 못해 장기간 체류 처리하여도 처리 효율이 확대되지 않는 문제점과, 생유기, 무기물이 협기 부패하여 처리장의 환경을 악화시키며, 또한 유기, 무기물의 분자 분해가 되지 않고 콜로이드 상태로 유지되어 오히려 1차 처리공정에서 처리수질이 악화되는 경향이 있으며, 이와 같은 상태로 하수처리와 병합 연계 처리하더라도 침사물과 스컴발생 과다와, 미생물 성장 불능등으로 인해 희석 개념이 되어 하수 연계처리에서 악영향을 발생시키게 되고, 기존산화 소화 처리 방식에서는 무기물의 저분자 고형물은 침하되고 유기물의 고분자 고형물은 장기간 1차 처리하여도 분해되지 않고 계속 잔류하여 다음 공정으로 이송되어 고도 처리 공정에서 많은 약품비와 장기간 처리해야하는 문제가 있어 처리수 관리가 불안정하고 처리기간과 시설비가 많이 소요되고 유지 관리가 어려운 것이 다.Conventional high-concentration organic and inorganic wastewater treatment has a certain size of tank in the input tank to naturally settle the heavy collapsing solids and then remove them every fixed time, and the overflow water flows into the crude wood scrubber remover to remove the colloids of more than 8mm and then separates the separation liquid. After storing in the first reservoir, the fine stencil remover is removed by a pump, and the fine stencil of 2 mm or more is removed and then transferred to the primary treatment process. As described above, the conventional pretreatment process does not include high concentration of organic and inorganic wastewater which can be removed from pretreatment except phosphorus manure, and most of the fine particle solids and dissolved solids of 2 mm or less are not effective. As described above, when the pretreatment is introduced into the primary treatment process after the pretreatment, the fibrous and unsaturated substances, which have not been removed in the pretreatment step, rise to the upper part of each treatment tank to form scum and block degassing. Particle size solids such as mucus and small seeds, and food waste are deposited in each tank and digester to reduce the volume load, and the treatment efficiency does not increase even after long-term treatment due to the pre-treatment of microorganisms. In addition, the minerals deteriorate in the treatment plant environment, and deteriorate the environment of the treatment plant. Also, the organic and inorganic substances are not decomposed and remain in the colloidal state. Therefore, the treatment water quality tends to deteriorate in the primary treatment process. Dilution concept due to excessive sediment and scum and inability to grow microorganisms In the existing oxidative digestion treatment method, low molecular solids of minerals are settled, and polymer solids of organics remain undecomposed even after the first treatment for a long time and are transferred to the next process. Due to the high chemical costs and long-term treatment, the treatment of untreated water is unstable, the treatment period and facility costs are high, and the maintenance is difficult.
이에 본 발명에서는 고농도의 유, 무기폐수의 성상과 계절조건에 구애받지 않고 초동단계에서 물리적으로 고농도 유입수 중의 입자고형물과 저분자 용존고형물을 일괄 제거하여 생물학적 처리수질에 맞도록 소화조 및 미생물 생성 침거조에 유입하여 빠른시간에 소화처리와 미생물 생성을 분해케하여 잔류하는 현탁 미립자와 고분자 용존 유,무기물이 확실하게 분해 처리된 후 고도처리단계로 유입하여 안정화 처리하여 방류토록 하는 것으로써, 고농도처리 1,2 단계의 물리적 처리 장비를 완전밀폐 운전처리하여 쾌적한 환경을 유지할 수 있도록 하는 장점을 갖추고 하수연계처리시 병합수질에 맞도록 각 처리 단계 시설하에 공동 수처리시설을 관리토록 하는 것과, 일괄 자동공정운전으로 최소의 유지관리로 고농고의 유,무기폐수를 선택적으로 적용처리하여 안정된 처리장 운영을 하도록 하는 복합처리의 고농도 유기,무기폐수(하수연계)4단계 처리장치와 그 방법을 제공하는데 있다.In the present invention, regardless of the properties and seasonal conditions of the high concentration of oil and inorganic wastewater, the first step of physically remove the particulate solids and low-molecule dissolved solids in the high concentration influent in the digestion tank and microbial generation immersion tank to fit the biological treatment water quality By decomposing digestion and microbial production in a short time, the suspended suspended particles and polymer dissolved organic and inorganic materials are decomposed reliably and then flowed into the advanced processing stage to stabilize and discharge. It has the advantage of maintaining a pleasant environment by completely enclosing operation of two-stage physical treatment equipment, and managing joint water treatment facilities under each treatment stage facility to meet the quality of merged water in sewage-related treatment, and by batch automatic process operation. Selective application of high concentration organic / inorganic wastewater with minimal maintenance The present invention provides a high-level organic and inorganic wastewater (sewage-linked) four-stage treatment apparatus and method for the treatment to ensure stable treatment plant operation.
도1은 본발명의 폐수처리공정을 도시한 블록도 이며,1 is a block diagram showing a wastewater treatment process of the present invention,
도2는 본 발명의 물리적 방법의 조세목 협잡물제거기와 유량조정조의 1단계 처리단면도 이며,Figure 2 is a one-step processing cross-sectional view of the tax remover and the flow control tank of the physical method of the present invention,
도3은 본 발명의 화학, 물리적 방법의 미세 고형물 제거기와 저류조의 2단계 처리단면도 이며,Figure 3 is a two-stage treatment cross-sectional view of the fine solids remover and storage tank of the chemical and physical method of the present invention,
도4는 본 발명의 화학과 생물학적 방법의 고분자 유기물을 산화 분리키 위한 각조와 장치의 3단계 처리 단면도이며,4 is a cross-sectional view of a three-step process of a shell and a device for oxidatively separating polymer organics of the chemical and biological methods of the present invention.
도5는 본 발명의 고도처리하여 방류키 위한 각조와 장치의 4단계 처리 단면도이다.Figure 5 is a four-step process cross-sectional view of each leg and device for a highly treated discharge key of the present invention.
-도면의 주요부분에 대한 부호의 설명-Explanation of symbols on the main parts of the drawing
1-1;투입통 1-2;투입구1-1; feed container 1-2; feed hole
1-3;로터리링스크린 1-4;조목협작물제거기1-3; Rotary Ring Screen 1-4; Joint Scrambler
1-5;스크류프레스 1-6;투입펌프1-5; screw press 1-6; dosing pump
1-7;1단계전처리원심분리기 1-8;피드파이프1-7; 1 stage pretreatment centrifuge 1-8; feed pipe
1-9;원추보올 1-10;외곽케이싱1-9; cone bowl 1-10; outer casing
1-11;소각기 1-12;조,세목탈수기1-11; Incinerator 1-12; Tank, Dehydrator
1-13;유량조정저류조 2-1;PH조정제용해조1-13; flow adjustment reservoir 2-1; PH adjustment dissolution tank
2-2;공기브로와 2-3;원심분리기투입펌프2-2; air blower and 2-3; centrifugal separator pump
2-4;2단계전처리원심분리기 2-5;고분자용해조2-4; two stage pretreatment centrifuge 2-5; polymer melting tank
2-6;2단계저류조 3-1;소화조이송펌프2-6 stage 2 storage tank 3-1; digestion tank transfer pump
3-2;개량시설조 3-3;소화조3-2; Improvement facility tank 3-3; Fire extinguishing tank
3-4;3단계전용브로와 3-5;마그네틱정온펌프3-4; three stage dedicated bro and 3-5; magnetic constant temperature pump
3-6;거품제거회수장치 3-7;고분자유기물산화조3-6; Bubble removal and recovery device 3-7; Polymer organic oxidizing tank
3-8;산화제저장조 3-9;탈취기3-8; oxidant storage tank 3-9; deodorizer
3-10;미생물생성침거조 3-11;여과침전조3-10; Microbial Precipitation Tank 3-11; Filtration Precipitation Tank
4-1;전자이온기 4-2;오존발생기4-1; electron ion group 4-2; ozone generator
4-3;분해응결분리조 4-4;하상류식여과조4-3; decomposition condensation separation tank 4-4;
4-5;원심농축기 4-6;방류조4-5; centrifugal concentrator 4-6; discharge tank
이하 첨부된 도면에 의하여 본 발명의 기술적 사양을 상세히 설명하면 다음과 같다.Hereinafter, the technical specifications of the present invention will be described in detail with reference to the accompanying drawings.
본 발명은 도 1 내지 도 5에 도시되는 바와 같이, 도1 과 2에서 도시하는 제1단계 처리되는 투입동(1-1)의 폐수 수거차가 지면에서 설정높이로 설치된 투입구(1-2)에 결합하여 로터리 링 스크린(1-3)으로 구성된 조목 협잡물제거기(1-4)에 유입되어 5mm이상의 비닐, 목재, 섬유질 등의 조대 협잡물이 제거되어 일체로 조립된 스크린 후면 하측의 조목 협잡물 스크류 프레스 탈수기(1-5)에 낙하 유입되어 탈수 처리된 후 소각기(1-11)로 보내지고, 통과한 분리액은 포집슈우트와 연결된 투입펌프(1-6)에 의해 후단의 조세목 협작물제거기(1-7)의 1단계 전처리 원심분리기(1-7)의 원추보올(1-9) 원추점에 위치한 피드 파이프(1-8)와 연동되어 투입케되고, 상기 원추보올(1-9)의 정회전에 의해 상등수는 원추보올(1-9) 스크린구를 통과하여 외곽케이싱(1-10)에 포집되어 1단계의 유량 조정저류조(1-11)에 집하되고 스크린구를 통과치 못한 모래, 싸앗, 섬유질, 입자 유기물 등은 함께 원추측으로 미끄러져 토출되어 일측 하단에 설치된 조세목 탈수기(1-12)에 포집 낙하되어 탈수 처리 토출하여 발효실등을 이송케 하는 조세목 협잡물제거기와 유량조정저류조(1-13)의 하수처리량 0.2%의 양을 하수와 병합처리하는 제1단계 처리공정을 얻는다. 또한, 도1 과 도3에서 도시하는 제2단계 처리는 상기 유량조저류조(1-13)에서 pH 조정제 용해조(2-1)가 안배되어지고 유량조정저류조(1-13) 바닥에는 공기브로와(2-3)가 포기되어 원심분리기 투입펌프(2-3)로 2단계의 전처리 원심분리기(2-4)에 투입케되고, 투입파이프선단에는 고분자 용해조(2-5)에서 공급되는 응집제를 투입물과 동시에 정회전하는 외동볼 내에 투입토록하여 미세고형물과 용존고형물의 저분자 유기물을 응집분리 탈수하여 2단계 저류조(2-6)에 저류하는 것으로써, 저류조 바닥에는 공기브로와(2-2)로 포기하면서 저류하여 하수처리량 1%의 양을 하수와 병합처리하는 제 3단계 처리공정을 얻는다.1 to 5, the wastewater collection vehicle of the first injection dong 1-1 is shown in Figures 1 and 2 is installed in the inlet (1-2) installed at a set height from the ground Coarse trickle remover (1-4) composed of rotary ring screen (1-3) by combining to remove coarse debris such as vinyl, wood, and fiber of 5mm or more, and to remove coarse bite screw press dehydrator at the bottom of the screen (1-5) is dropped into the dehydration process and sent to the incinerator (1-11), and the separated liquid passed through the input of the narrowing wood narrowing material remover (1-6) connected to the collection chute (1-6). -7) is fed in conjunction with the feed pipe (1-8) located at the cone point (1-9) of the cone of the first stage pretreatment centrifuge (1-7), the cone bowl (1-9) The supernatant water is collected in the outer casing (1-10) by passing through the cone of the cone (1-9) through the forward rotation of Sand, sand, fibers, organic matter, etc., which are collected in the volume control storage tank (1-11) and do not pass through the screen opening, slide together to the cone side and are discharged and collected and dropped in the thin-wood dehydrator (1-12) installed at one lower side. A first stage treatment process is performed in which the fine wood debris remover for discharging and discharging the fermentation chamber and the like is discharged and the sewage treatment amount of 0.2% of the flow regulating storage tank 1-133 is combined with the sewage. In addition, in the second stage treatment shown in Figs. 1 and 3, the pH adjuster dissolution tank 2-1 is arranged in the flow tank reservoir 1-1 3, and an air blower is provided at the bottom of the flow adjuster storage tank 11-1. (2-3) is abandoned and fed into the pretreatment centrifuge (2-4) of the two stages by the centrifuge input pump (2-3), and the flocculating agent supplied from the polymer dissolution tank (2-5) The low molecular organics of the fine solids and dissolved solids are coagulated and dehydrated and stored in a two-stage storage tank (2-6) by allowing them to be placed in an externally-driven ball which rotates at the same time as the input, and at the bottom of the storage tank with an air blower (2-2). Abandoned storage is obtained to obtain a third stage treatment process in which the amount of sewage treatment 1% is combined with sewage.
도 1과 도 4도에서 도시하는 제3단계 처리는 상기 2단계 저류조(2-6) 바닥에 연결설치된 소화조 이송펌프(3-1)로 개량시설조(3-2)로 이송하면 정량이송으로 개량 하여 소화조(3-3)에서 장시간 체류하게 하고 각조 바닥에는 3단계 전용 브로와(3-4)로 미생물 생성에 적당한 공기량으로 포기하고 장방형 소화조 측면에는 조바닥에서 흡입토록하는 마그네틱 정온펌프(3-5)가 수개 설치되어 조 상부 수면에서 토출케하여 유기물 분해와 고분자 유기물을 분리유도하여 거품을 생성하도록 설치되고, 밀폐된 소화조 상부에는 사각뚜껑 멘홀이 조 상면보다 높게 수개가 돌출형성되어 원추보올 임페라가 장착되는 거품제거 회수장치(3-6)가 안배되어 멘홀상부로 부상하는 거품을 분해 회수하여 고분자 유기물 산화조(3-7)로 자연활송으로 유입케되고, 유입된 유기물은 산화제 저장조(3-8)에서 일정량의 산화제를 첨가하여 산화시킨후 계량시설조(3-2)로 반송처리되고 거품제거 회수장치(3-6) 케이싱에 포집되는 습한공기는 탈취기(3-9)로 회수 포집처리하여 소화조에서 발생열로 증발되는 수량을 확대토록하고 연동으로 구성되는 미생물 생성 침거조(3-10)가 구비되어 소화조(3-3)에서 분해되지 않는 난분해성 유기물을 분해키 위해 특정 미생물이 생성되도록 침거 생성물을 접촉토록 소화조(3-3)의 부대장치에 안배되게 내설하고, 미생물 생성 침거조(3-10)에서 3원화로 고분자 유, 무기물을 분해, 분리키 위해 조바닥에서 일정공기량으로 포기되고 각조에서 마그네틱 정온펌프(3-5)로 리싸이클 시켜 분리되는 유기물은 거품으로 생성되어 조 상부로 부상되어 거품제거 회수장치(3-6)로 회수 산화처리하고 처리수와 잔류활성오니는 여과침전조(3-11)로 일정량 유입되어 침전 여과오니는 원심농축기에서(4-5) 고액분리하여 농축액은 유량조정저류조(1-13)로 반송하여 제1단계 처리수와 개량하여 2단계 천처리 원심분리기(2-4)에 투입케되고 여과상등수는 제4단계 처리공정으로 유출케 되는 것과 하수연계 처리시 하수처리량 2%의 양을 하수와 병합 처리토록 하는 제3단계 처리공정을 얻는다.The third stage treatment shown in FIGS. 1 and 4 is carried out in a fixed quantity tank by transferring the digestion tank transfer pump 3-1 connected to the bottom of the second stage storage tank 2-6 to the improved facility tank 3-2. Magnetic constant temperature pump (3-3), which allows to stay in digestion tank (3-3) for a long time, gives up air volume suitable for microorganisms with three-stage broo (3-4) at the bottom of each tank, and sucks in tank bottom on the side of rectangular digester (3). -5) are installed and discharged from the surface of the tank to induce decomposing organic matter and polymer organic matter to induce bubbles, and the upper part of the closed digester is formed with a rectangular lid male hole protruding from the tank surface. The foam removal recovery device (3-6) equipped with an all impeller is arranged to decompose and recover the bubbles rising to the upper part of the menhole, and then flow into the organic transport into the high molecular organic material oxidation tank (3-7). After humidifying and adding a certain amount of oxidizing agent in the storage tank (3-8), the wet air is returned to the metering facility tank (3-2) and collected in the casing of the defoamer recovery system (3-6). ) To expand the amount of water evaporated by the heat generated from the digester and expand the amount of evaporated heat generated from the digester. In order to produce specific microorganisms, the immersion product is installed in the auxiliary device of the digestion tank (3-3) so as to be contacted, and the crude bottom is decomposed and separated to separate and separate the polymer oil and inorganic substances by ternization in the microorganism producing immersion tank (3-10). Organic matter which is given up by a certain amount of air in the tank and is recycled by magnetic constant temperature pump (3-5) in each tank is formed into foam and floated to the top of the tank to be recovered and oxidized by the bubble removing recovery unit (3-6). Activated sludge filtration A certain amount flows into the settling tank (3-11), and the precipitated filtration sludge is solid-liquid separated from the centrifugal concentrator (4-5), and the concentrate is returned to the flow regulating storage tank (1-13), which is then improved with the first stage treated water to improve the two-stage cloth treatment. Into the centrifuge (2-4), the filtered supernatant is discharged to the fourth stage treatment process, and a third stage treatment process is performed in which a sewage treatment amount of 2% is combined with the sewage treatment during sewage treatment.
또한, 도1 과 도5에서 도시하는 제4단계 처리는 산호 여과사가 충진된 여과침전조(3-11)의 상등수가 유입되는 제3단계 처리수를 전자이온기(4-1)와 오존발생기(4-2)가 갖추어지는 잔류 유기물을 분해키 위한 유기물 분해 접촉조(4-3)에서 잔류 유기물을 산화분해하고 색도를 제거토록 오존접촉후 하상류식 여과조(4-4)에 투입하여 미여과 되는 오니는 농축액과 같이 유량조정 저류조(1-13)로 반송하고 상등수는 방류토록하여 4단계 처리시설 전공정을 거친 후 단독으로 법적 수질오염도 이하로 고농도의 유기무기 폐수를 완벽하게 처리토록 하는 4단계 처리장치와 방법인 것이다.In addition, in the fourth stage treatment shown in FIGS. 1 and 5, the third stage treatment water into which the supernatant of the filtration sedimentation tank 3-11 filled with the coral filtration yarn flows into the electron ionizer 4-1 and the ozone generator 4. In the organic matter decomposing contact tank (4-3) for decomposing the residual organic matter, which is prepared in (2), the organic matter is oxidized to decompose and the chromaticity is removed. The sludge is returned to the flow control reservoir (1-13) like the concentrate, and the supernatant is discharged to go through the four-step treatment facility, followed by a four-step process to completely treat high concentrations of organic inorganic wastewater below the legal water pollution level. It is a processing device and method.
이상에서 상세히 설명한 바와 같이 본 발명은 고농도의 유, 무기폐수의 성상과 처리량, 환경영향 등에 구애받지 안고 4단계 처리방법으로 구성 처리토록 하여 침사지, 농축조, 침전지, 농축오니 탈수기 시설 등을 별도로 두지 않고 단계처리공정으로써 제1단계처리공정에서는 조목협잡물제거기(1-7)와 1단계 원심분리기(1-9)처리단계를 통과케하여 모래,씨앗,섬유질,비닐,불포화성 세목 협잡물 등을 분리제거하여 다음공정이나 하수처리장으로 처리흐름을 원활하게 하고 포기조의 미생물 활성에 저해되는 스컴 등을 억제토록 고액전처리 단계로서 국내 광역시·도의 대규모 하수처리장이 가동되고 있으므로 음식물 쓰레기, 폐수, 인분뇨, 축분뇨 등의 고농도 폐수를 본 발명의 1단계 처리 후 연계 병합 처리토록 시설을 간소화 할 수 있는 것이다.As described in detail above, the present invention is composed of a four-stage treatment method regardless of the properties of the high concentration of oil and inorganic wastewater, and the environmental impact, so that the sedimentation basin, thickening tank, sedimentation basin, concentrated sludge dehydrator, etc. are not separately placed. As a step treatment process, in the first step processing step, the crude wood contaminant remover (1-7) and the first stage centrifuge (1-9) pass through the treatment step to separate and remove sand, seeds, fibers, vinyl, and unsaturated fine contaminants. It is a high liquid pretreatment step to smooth the processing flow to the next process or sewage treatment plant and to suppress the scum which inhibits the microbial activity of the aeration tank. It is possible to simplify the facility to combine the high concentration wastewater after the first stage treatment of the present invention.
또한, 제2단계 처리공정에서는 1단계 처리수 PH조정과 균질화하여 유기응집제를 정량 첨가하면서 고속회전하는 2단계 전처리 원심분리기(2-4)를 통하여 미세고형물과 저문자 용존 유기물을 응집 분리 탈수처리 하여 분리 케이크(CAKE)는 퇴비화 또는 소각처분하고, 분리수는 소화조, 포기조 등에서 미생물 성상,농도에 맞도록 고도고액 전처리 단계의 제2단계 처리공정으로써 국내 작은 도시의 시·군단위에서 발생하는 고농도의 유,무기폐수를 하수 유입수질기준에 맞도록 유입농도를 낮추어 연계병합하도록 하는 1단계와 2단계 처리공정까지 처리하여 하수처리장과 연계 공동시설하여 시·군단위 수질환경관리를 효율적으로 관리할 수 있다.In addition, in the second stage treatment process, the coagulation separation and dehydration treatment of the fine solids and the low-character dissolved organic substance through the two-stage pretreatment centrifuge (2-4) which rotates at high speed while homogenizing and adjusting the pH of the first stage treated water to homogenize the organic coagulant. The cake is composted or incinerated, and the separated water is the second step of the high solid pretreatment to meet the microbial properties and concentrations in the digester and the aeration tank. In addition, it is possible to efficiently manage the water quality management by city and county by co-operating with the sewage treatment plant by treating the wastewater with the first and second stages of treatment to reduce the inflow concentration to meet the inflow water quality standards. .
또한, 제3단계 처리공정에서는 미생물 성장활성농도로 처리된 2단계 처리수를 소화조(3-3)와 미생물 생성침거조(3-10)에 유입하여 생물학적으로 고분자 유기물을 분해토록 하고 공기 포기와 마그네틱 정온펌프(3-5)로 리싸리클 시켜 분해되어 거품과 같이 부상하는공기는 탈취기(3-9)로 포집하고 단백질, 유지방 등의 유기물은 회수하여 고분자 유기물 산화조(3-7)로 유입하여 별도 산화처리토록 하는 것으로 분해 즉시 분리 제거토록 하므로 포기효율이 확대되어 빠른 시간에 처리수를 얻도록 분해유기물을 거품으로 생성시켜 제거처리토록 하여 여과침전조(3-11)까지 안재되느 ㄴ제3단계 처리공정으로써 소규모 하수처리장 처리수량의 2%의 양을 하수와 병합처리토록 하는 본 발명의 3단계 처리수와 연계병합처리토록 한다.In addition, in the third stage treatment process, the second stage treated water treated with the microorganism growth activity concentration is introduced into the digestion tank (3-3) and the microorganism generation immersion tank (3-10) to biologically decompose the polymer organic matter and give up air. Recycling with a magnetic constant temperature pump (3-5), decomposed and floating air like bubbles is collected by a deodorizer (3-9), and organic matter such as protein and milk fat is recovered and polymer organic matter oxidation tank (3-7) It is allowed to separate and remove as soon as it is decomposed by inflow to separate oxidation process, so that the aeration efficiency is expanded and the decomposed organic matter is formed into a bubble to remove the treated water so as to obtain the treated water quickly. As a three-stage treatment process, the combined treatment with the three-stage treated water of the present invention, in which 2% of the small-scale sewage treatment plant treated water is combined with sewage, is to be performed.
또한,제4단계 처리공정에서는 고도처리단계로써 스스로 방류키 위해 잔류 유,무기물을 산화정화 처리토록 전자이온기(4-1)의 용존산소 공급과 동시에 잔류폐분자를 분해하고 동시에 오존발생기(4-2)에서 오존가스를 스트리핑하여 살균과 색도를 제거하여 하상류식 여과조(4-4)를 통해 최종 방류토록 4단계 처리공정을 거쳐 독자처리시설을 갖추며 각 단계 운영과 전단계 일괄자동공정으로써 최소의 운전인 원으로 안정된 처리수를 처리 요건에 따라 각 단계 공정에서 완료 할 수 있도록 하므로 수질환경 처리대응을 이루게 한다.In addition, in the fourth step of the treatment process, in order to discharge the residual organic and inorganic substances by self-discharge as a high-treatment step, the dissolved oxygen molecules of the electron ionizer 4-1 are dissolved and the residual waste molecules are simultaneously decomposed and the ozone generator (4- 2) Strip the ozone gas to remove sterilization and chromaticity, and then set up its own treatment facility through 4 stage treatment process for the final discharge through the bottom-flow filter tank (4-4). The operation personnel can ensure that the treated water can be completed in each step process according to the treatment requirements, so that the water environment treatment response can be achieved.
이상과 같이 본 발명은 유기·무기 폐수에 함유된 조세목협작물을 95% 이상제거하고 고형성 유기물 무기물을 60% 이상 제거하여 전 처리 초기 단계에서 저 농도로 균질화 하고 저농도화된 폐수에 함유된 저분자성 유기물은 미생물 침거생성조에서 제거함에 있어 침거생성수단에서 미생물을 활성화가게 하므로서 유지 관리상의 과부하운전을 방지할 수 있어 효율적 생물학적 처리를 완성할 수 있으며 산소 포기와 전자 마그네틱 접촉이온으로 고분자가 분해되어 발생되는 거품을 분리, 유기·무기물을 회수하여 처리하므로서 전체 처리공정의 미분해성 물질을 처리할 수 있는 공정과 적은 향의 오존가스와의 접촉으로 색도 제거와 살균하여 방류하는 것오가, 각 단계별로 하수처리와 병합 연계 처리할 수 있는 효과를 갖는 신규유용의 발명인 것이다.As described above, the present invention removes 95% or more of the tax wood lysate contained in organic and inorganic wastewater, and removes more than 60% of solid organic minerals, homogenizes to low concentration in the initial stage of pretreatment, and contains low molecular weight in low concentration of wastewater. As organic matter is removed from the microbial infiltration production tank, the microorganism is activated in the invasion generating means, thereby preventing overload operation in maintenance, thus completing the efficient biological treatment, and decomposing the polymer by oxygen aeration and electron magnetic contact ion. The process of separating the generated foam and recovering organic and inorganic materials to treat undegradable substances in the entire processing process, and to remove and sterilize the color by contact with low-odor ozone gas. It is a new useful invention having an effect that can be combined with sewage treatment.
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KR100329597B1 (en) * | 1999-08-07 | 2002-03-21 | 고병석, 고병산 | Composite disposition method for waste water of high density |
KR100952371B1 (en) * | 2009-09-29 | 2010-04-12 | 박현린 | A waste water disposal system |
CN113429083A (en) * | 2021-07-30 | 2021-09-24 | 大连重工环保工程有限公司 | Zero-liquid discharge treatment process and system for tar processing and needle coke mixed wastewater |
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KR100329597B1 (en) * | 1999-08-07 | 2002-03-21 | 고병석, 고병산 | Composite disposition method for waste water of high density |
KR100952371B1 (en) * | 2009-09-29 | 2010-04-12 | 박현린 | A waste water disposal system |
CN113429083A (en) * | 2021-07-30 | 2021-09-24 | 大连重工环保工程有限公司 | Zero-liquid discharge treatment process and system for tar processing and needle coke mixed wastewater |
CN113429083B (en) * | 2021-07-30 | 2023-07-14 | 大连重工环保工程有限公司 | Zero-liquid discharge treatment process and system for mixed wastewater of tar processing and needle coke |
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