KR102093758B1 - Rectangular high efficiency pressurized solid-liquid separation water treatment device using vortex microbubble generator - Google Patents

Rectangular high efficiency pressurized solid-liquid separation water treatment device using vortex microbubble generator Download PDF

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KR102093758B1
KR102093758B1 KR1020190103793A KR20190103793A KR102093758B1 KR 102093758 B1 KR102093758 B1 KR 102093758B1 KR 1020190103793 A KR1020190103793 A KR 1020190103793A KR 20190103793 A KR20190103793 A KR 20190103793A KR 102093758 B1 KR102093758 B1 KR 102093758B1
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floating
sedimentation
water
vortex
tank
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KR1020190103793A
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Korean (ko)
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박기호
김태곤
정태화
이중범
김종학
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주식회사 케이디
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    • 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
    • C02F1/24Treatment of water, waste water, or sewage by flotation
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/0084Enhancing liquid-particle separation using the flotation principle
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/01Separation of suspended solid particles from liquids by sedimentation using flocculating agents
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/24Feed or discharge mechanisms for settling tanks
    • B01D21/2433Discharge mechanisms for floating particles
    • B01D21/2438Discharge mechanisms for floating particles provided with scrapers on the liquid surface for removing floating particles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/24Feed or discharge mechanisms for settling tanks
    • B01D21/245Discharge mechanisms for the sediments
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/28Mechanical auxiliary equipment for acceleration of sedimentation, e.g. by vibrators or the like
    • B01D21/286Means for gentle agitation for enhancing flocculation
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/30Control equipment
    • B01D21/305Control of chemical properties of a component, e.g. control of pH
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/20Mixing gases with liquids
    • B01F23/23Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids
    • B01F23/231Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids by bubbling
    • B01F23/23105Arrangement or manipulation of the gas bubbling devices
    • B01F23/2312Diffusers
    • B01F23/23121Diffusers having injection means, e.g. nozzles with circumferential outlet
    • 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
    • C02F1/40Devices for separating or removing fatty or oily substances or similar floating material
    • 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
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5227Processes for facilitating the dissolution of solid flocculants in water
    • 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
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5236Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
    • 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
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/54Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
    • C02F1/56Macromolecular compounds

Abstract

The present invention relates to a rectangular high-efficiency pressurized solid-liquid separation water treatment device using a vortex-type microbubble generator. By making a flow direction of a fluid separable through a sedimentation guide plate, precipitation and flotation occur at the same time regardless of the specific gravity of floating matters, and it is possible to prevent the floating matters from being discharged along with treated water while the treatment efficiency of polluted water can be maximized as a water treatment device fused by making up the disadvantages of precipitation and flotation.

Description

와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치{Rectangular high efficiency pressurized solid-liquid separation water treatment device using vortex microbubble generator}Rectangular high efficiency pressurized solid-liquid separation water treatment device using vortex microbubble generator}

본 발명은 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장에 관한 것으로서, 보다 상세하게는 침강 유도판을 통하여 유체의 흐름방향을 분리가능하도록 구성함으로써, 부유물질의 비중과 상관없이 침강과 부상이 동시에 일어나게 하여 부유물질이 처리수와 함께 배출되는 현상을 방지하여 오염수 처리에 따른 효율을 상승시킬 수 있도록 한 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치에 관한 것이다.The present invention relates to a rectangular high-efficiency pressurized solid-liquid separation water treatment plant utilizing a vortex-type micro-bubble generator, and more specifically, by separating the flow direction of a fluid through a sedimentation guide plate, regardless of the specific gravity of suspended matter. A rectangular high-efficiency pressurized solid-liquid separation water treatment system utilizing a vortex type micro-bubble generator that prevents the occurrence of floating substances along with treated water by simultaneously causing sedimentation and injury to increase the efficiency of contaminated water treatment. will be.

일반적으로 수처리 공정에서 부유물질을 처리하는 방법으로는 비중이 높은 부유물질의 경우 중력 등의 힘으로 침강시켜 처리하는 침강법을 사용하고 쉽게 침강이 되지 않은 비중이 상대적으로 낮은 부유물질은 가압부상분리법을 주로 사용하여 제거하게 된다. In general, as a method for treating suspended solids in a water treatment process, a sedimentation method is used in which suspended solids with high specific gravity are treated by sedimentation using gravity or the like. Is mainly removed.

그중 상기한 가압부상분리법은, 원수에 포함되어 있는 유기물, 미생물 등의 부유하고 있는 물질을 응집제를 통하여 응집시키고 응집의 크기를 증가시켜 플럭을 형성시키고 이때 형성된 플럭에 미세기포를 부착시켜 미세기포의 부력을 이용하여 부상시킨 후 분리 배출하여 처리하는 기술이다.Among them, the above-mentioned pressurized flotation separation method flocculates suspended substances such as organic substances and microorganisms contained in raw water through a flocculant and increases the size of flocculation to form a floc. It is a technology that uses a buoyant force to float and then dispose of it.

상기한 가압부상분리장치의 구성은, 부유물질을 응집시키는 급속반응조와 응집된 플럭의 크기를 증가시키는 응집조, 부상 분리가 일어나는 부상분리조, 미세기포 발생을 위한 용해수를 만드는 와류식 미세기포 발생장치 등으로 구성된다.The configuration of the pressurized flotation separation apparatus includes a rapid reaction tank for agglomerating suspended solids, an agglomeration tank for increasing the size of flocculated flocks, a floating separation tank for floating separation, and a vortex-type microbubble for producing dissolved water for generating micro bubbles. It consists of a generator.

그러나, 이러한 가압부상분리장치는 유입되는 부유물질의 비중이 높아 미세기포의 부력을 통하여 부상이 어려운 물질과 미세기포와의 부착능이 떨어져 침강되는 물질들이 처리수 배관으로 유입되는 문제가 있다.However, such a pressurized floating separation device has a problem that a material having difficulty in floating through the buoyancy of the microbubbles and the substances that are settled off due to the buoyancy of the microbubbles flow into the treated water piping through a high specific gravity of the floating material.

또한, 첨부된 도면 도 1은 일반적인 장방형 부상분리조의 유체흐름을 분석한 자료로써, 부상을 위한 경사판 이후 유체의 흐름은 회전하고 있는 것을 알 수 있으며, 이러한 흐름으로 인하여 부상되었던 일부의 플럭들이 부력을 잃고 침강되어 처리수 배출구로 유출 되는 문제가 있다.In addition, the accompanying drawings, Figure 1 is a data analysis of the fluid flow of the general rectangular floating separation tank, it can be seen that the flow of the fluid after the inclined plate for injury, some flocks that were injured due to this flow buoyancy There is a problem that it is lost and settled and leaks to the treated water outlet.

대한민국 등록특허공보 제10-0801981호(2008.02.12.공고)Republic of Korea Registered Patent Publication No. 10-0801981 (2008.02.12. 대한민국 등록특허공보 제10-1166457호(2012.07.19.공고)Republic of Korea Registered Patent Publication No. 10-1166457 (2012.07.19. 대한민국 등록특허공보 제10-1758049호(2017.07.26.공고)Republic of Korea Registered Patent Publication No. 10-1758049 (2017.07.26.announcement)

이에, 본 발명은 상술한 문제점을 해소하기 위해 안출된 것으로서, 침강 유도판을 통하여 유체의 흐름방향을 분리가능하도록 구성함으로써, 부유물질의 비중과 상관없이 침강과 부상이 동시에 일어나게 하여 부유물질이 처리수와 함께 배출되는 현상을 방지할 뿐만 아니라 동시에 부상법과 침강법의 단점을 서로 보완하여 융합한 수처리 장치로써, 오염수 처리 효율을 극대화가능하도록 한 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치을 제공하는 것에 그 목적이 있다.Accordingly, the present invention was devised to solve the above-described problem, and by configuring the flow direction of the fluid to be separable through the sedimentation guide plate, sedimentation and injury occur simultaneously regardless of the specific gravity of the suspended solids, and the suspended matter is processed. It is a water treatment device that not only prevents the phenomenon of being discharged together with water, but also complements the disadvantages of the flotation method and the sedimentation method. It is a rectangular, high-efficiency pressurized solid using a vortex-type micro-bubble generator that maximizes the efficiency of contaminated water treatment. The object is to provide a separate water treatment device.

본 발명의 다른 목적들은 기술이 진행되면서 명확해질 것이다.Other objects of the present invention will become apparent as the technology progresses.

상술한 목적을 달성하기 위한 본 발명 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치는, 오,폐수의 유입과 함께 무기응집제 저장탱크(121)로부터 무기응집제가 투입되어 급속반응교반기(120-1)가 구동하는 것에 의해 응집반응을 유도시켜 플럭들이 형성가능하도록 구비되는 급속반응조(120)와, 상기 급속반응조(120)로부터 응집된 플럭들과 고분자응집제 저장탱크(131)로부터 고분자응집제가 함께 투입되어 응집교반기(130-1)가 저속으로 교반하는 것에 의해 플럭을 응집가능하도록 구비되는 응집조(130)와, 상기 응집조(130)를 통하여 플럭이 응집된 오,폐수를 전면 하부로 유입시킬 수 있도록 유입부가 형성되고, 내부에는 유입된 플럭이 깨지지 않게 하면서 부상 및 침강되게 유도가능하도록 부상침강 유도수단이 설치됨과 아울러, 바닥면에는 슬러지를 각각 포집하여 일정시간 마다 자동 배출가능하도록 1차침강전동밸브(115)와 2차침강전동밸브(116)가 각각 부설된 1차 및 2차 침강호퍼(104,106)가 형성됨과 아울러 후면 하부에 형성되어 수위조절장치(117)가 부설된 처리수저류공간(112)측으로 처리수를 배출시킬 수 있도록 처리수 배출관(108)이 형성되어 구비되는 부상침강복합조(110)와, 상기 부상침강복합조(110) 일측에 설치되어 공기압축기(141)로부터 공기를 주입하고 아울러 상기 부상침강복합조(110)의 처리수를 가압수 순환펌프(142)로 공급하여 와류형성으로 인해 발생되는 원심력을 압력으로 이용하여 공기를 용해시켜 용해수를 만들어 부상침강복합조(110)의 유입부 일측 바닥면에 수평으로 설치된 용해수다공배플(105)의 복수의 분사공을 통하여 미세기포 공급을 균등하게 상승되는 것에 의해 플럭과 부착 유효수를 높일 수 있도록 구비되는 와류식 미세기포발생부(140)를 포함하는 것을 특징으로 한다.The rectangular high-efficiency pressurized solid-liquid separation water treatment apparatus utilizing the vortex-type micro-bubble generating device of the present invention for achieving the above-described object is a rapid reaction stirrer by introducing an inorganic flocculant from the inorganic flocculant storage tank 121 with the inflow of waste water and waste water. Polymers from the rapid reaction tank 120 provided to induce flocculation by inducing an agglutination reaction by driving (120-1) and flocs aggregated from the rapid reaction tank 120 and the polymer flocculant storage tank 131 The flocculant 130 is provided with the flocculant and the flocculant stirrer 130-1 is provided to enable flocculation by stirring at low speed. The inflow part is formed so that it can flow into the lower part, and the flotation sedimentation induction means is installed so as to be able to induce flotation and sedimentation without breaking the inflow floc. , The primary and secondary sedimentation hoppers 104 and 106 are respectively provided with primary sedimentation motor valves 115 and secondary sedimentation motor valves 116, respectively, so that sludge is collected on the bottom surface and automatically discharged at regular time intervals. In addition, it is formed on the lower back and the floating water treatment pipe 117 is attached to the settling water storage space 112, the treated water discharge pipe 108 is formed so as to be provided with a floating sedimentation composite tank 110, It is installed on one side of the floating sedimentation composite tank 110 to inject air from the air compressor 141, and also supplies the treated water of the floating sedimentation composite tank 110 to the pressurized water circulation pump 142, resulting in vortex formation. Dissolve the air by using the centrifugal force as a pressure to make dissolved water to supply fine bubbles through a plurality of injection holes of the molten water porous baffle (105) horizontally installed on the bottom surface of the inlet of the floating sedimentation tank (110). Evenly In that it comprises a swirling micro-bubble generating unit 140 which is provided to improve the flux and attached by significand characterized.

또한, 상기한 부상침강복합조(110)의 상부에는 부상된 부상슬러지를 부상슬러지배출공간(111)측으로 분리배출가능하도록 구동모터와, 상기 구동모터에 의해 회전하는 한 쌍의 회전체와, 상기 회전체에 무한궤도타입으로 회전하는 부상슬러지배출판을 포함한 부상슬러지제거장치(109)가 더 구비되는 것을 특징으로 한다.In addition, the upper portion of the above-mentioned floating sedimentation composite tank 110, a driving motor and a pair of rotating bodies rotated by the driving motor to separate and discharge the floating floating sludge to the floating sludge discharge space 111, and Characterized in that the rotating body is further provided with a floating sludge removing device 109 including a floating sludge discharge plate that rotates in a caterpillar type.

상기한 바와 같이 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치에 따르면, 부유물질의 비중과 상관없이 침강과 부상이 동시에 일어나므로 부유물질이 처리수와 함께 배출되는 현상을 방지할 수 있는 효과와 함께 오염수 처리 효율을 극대화할 수 있는 효과가 있다.According to the rectangular high-efficiency pressurized solid-liquid separation water treatment device utilizing the vortex-type micro-bubble generating device according to the present invention as described above, since sedimentation and injury occur simultaneously regardless of the specific gravity of the suspended solids, the suspended solids are discharged together with the treated water. In addition to the effect of preventing the phenomenon, there is an effect of maximizing the efficiency of treating contaminated water.

도 1은 종래의 일반적인 장방형 부상분리조의 유체흐름을 분석한 자료의 도면이다.
도 2는 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치를 도시한 도면이다.
도 3은 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치의 부상침강복합조 구성을 도시한 도면이다.
도 4는 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치의 용해수다공배플을 도시한 도면이다.
도 5는 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치의 방향전환 앵글과 부상슬러지 이송구간을 확대 도시한 도면이다.
도 6은 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치의 플로우차트를 나타낸 도면이다.
도 7은 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치의 제어부를 나타낸 블록도이다.
1 is a diagram of data analyzing the fluid flow of a conventional general rectangular floating separation tank.
2 is a view showing a rectangular high-efficiency pressurized solid-liquid separation water treatment apparatus utilizing the vortex-type micro-bubble generator according to the present invention.
3 is a view showing the configuration of the floating sedimentation complex tank of the rectangular high-efficiency pressurized solid-liquid separation water treatment device utilizing the vortex-type micro-bubble generator according to the present invention.
FIG. 4 is a view showing a molten water porous baffle of a rectangular high-efficiency pressurized solid-liquid separation water treatment device utilizing a vortex-type micro-bubble generator according to the present invention.
FIG. 5 is an enlarged view showing a direction change angle and a floating sludge transfer section of a rectangular high-efficiency pressurized solid-liquid separation water treatment device utilizing a vortex-type micro-bubble generator according to the present invention.
6 is a flow chart of a rectangular high-efficiency pressurized solid-liquid separation water treatment device utilizing the vortex-type microbubble generator according to the present invention.
7 is a block diagram showing a control unit of a rectangular high-efficiency pressurized solid-liquid separation water treatment apparatus utilizing a vortex-type micro-bubble generator according to the present invention.

이하에서는, 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치의 일실시 예를 들어 상세하게 설명한다.Hereinafter, an embodiment of the rectangular high-efficiency pressurized solid-liquid separation water treatment apparatus utilizing the vortex-type micro-bubble generator according to the present invention will be described in detail.

우선, 도면들 중, 동일한 구성요소 또는 부품들은 가능한 한 동일한 참조부호를 나타내고 있음에 유의하여야 한다. 본 발명을 설명함에 있어, 관련된 공지기능 혹은 구성에 대한 구체적인 설명은 발명의 요지를 모호하지 않게 하기 위하여 생략한다. First, it should be noted that, among the drawings, the same components or parts indicate the same reference numerals as possible. In describing the present invention, detailed descriptions of related known functions or configurations will be omitted so as not to obscure the subject matter of the invention.

첨부된 도면 도 2는 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치를 모식화한 흐름도이다.2 is a flow chart schematically illustrating a rectangular high-efficiency pressurized solid-liquid separation water treatment device utilizing a vortex-type micro-bubble generator according to the present invention.

도시된 바와 같이, 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치는, 오,폐수의 유입과 함께 무기응집제 저장탱크(121)로부터 무기응집제가 투입되어 급속반응교반기(120-1)가 구동하는 것에 의해 응집반응을 유도시켜 플럭들이 형성가능하도록 구비되는 급속반응조(120)와, 상기 급속반응조(120)로부터 응집된 플럭들과 고분자응집제 저장탱크(131)로부터 고분자응집제가 함께 투입되어 응집교반기(130-1)가 저속으로 교반하는 것에 의해 플럭을 응집가능하도록 구비되는 응집조(130)와, 상기 응집조(130)를 통하여 플럭이 응집된 오,폐수를 전면 하부로 유입시킬 수 있도록 유입부가 형성되고, 내부에는 유입된 플럭이 깨지지 않게 하면서 부상 및 침강되게 유도가능하도록 부상침강 유도수단이 설치됨과 아울러, 바닥면에는 슬러지를 각각 포집하여 일정시간 마다 자동 배출가능하도록 1차침강전동밸브(115)와 2차침강전동밸브(116)가 각각 부설된 1차 및 2차 침강호퍼(104,106)가 형성됨과 아울러 후면 하부에 형성되어 수위조절장치(117)가 부설된 처리수저류공간(112)측으로 처리수를 배출시킬 수 있도록 처리수 배출관(108)이 형성되어 구비되는 부상침강복합조(110)와, 상기 부상침강복합조(110) 일측에 설치되어 공기압축기(141)로부터 공기를 주입하고 아울러 상기 부상침강복합조(110)의 처리수를 가압수 순환펌프(142)로 공급하여 와류형성으로 인해 발생되는 원심력을 압력으로 이용하여 공기를 용해시켜 용해수를 만들어 부상침강복합조(110)의 유입부 일측 바닥면에 수평으로 설치된 용해수다공배플(105)의 복수의 분사공을 통하여 미세기포 공급을 균등하게 상승되는 것에 의해 플럭과 부착 유효수를 높일 수 있도록 구비되는 와류식 미세기포발생부(140)를 포함하여 이루어진다.As shown, the rectangular high-efficiency pressurized solid-liquid separation water treatment apparatus utilizing the vortex-type micro-bubble generating device according to the present invention is a rapid reaction agitator by introducing inorganic flocculant from the inorganic flocculant storage tank 121 with the inflow of waste water and waste water. Polymers from the rapid reaction tank 120 provided to induce flocculation by inducing an agglutination reaction by driving (120-1) and flocs aggregated from the rapid reaction tank 120 and the polymer flocculant storage tank 131 The flocculant 130 is provided with the flocculant and the flocculant stirrer 130-1 is provided to enable flocculation by stirring at low speed. Inlet is formed so as to be introduced to the lower portion, and the floating sediment inducing means is installed so as to be able to induce injuries and sedimentation while preventing the inflowing flocks from breaking. The primary and secondary sedimentation hoppers 104 and 106 are provided with primary and secondary sedimentation valves 115 and secondary sedimentation valves 116 respectively, so that sludge is collected and sludge is automatically discharged at regular times. A floating sedimentation composite tank 110 formed at the bottom and provided with a treated water discharge pipe 108 so as to discharge the treated water to the treated water storage space 112 on which the water level control device 117 is laid, and the floating It is installed on one side of the sedimentation complex tank (110) to inject air from the air compressor (141), and at the same time, supply the treated water of the floating sedimentation complex tank (110) to the pressurized water circulation pump (142), resulting in centrifugal force caused by vortex formation. Dissolves air by using pressure as pressure to equalize the supply of microbubbles through a plurality of injection holes of the molten water porous baffle 105 horizontally installed on the bottom surface of the inlet of the floating sedimentation composite tank 110. Elevated Floc and attached by a vortex comprises micro-bubble generating unit 140 which is provided to improve the significand.

또한, 상기한 부상침강복합조(110)의 상부에는 부상된 부상슬러지를 부상슬러지배출공간(111)측으로 분리배출가능하도록 구동모터와, 상기 구동모터에 의해 회전하는 한 쌍의 회전체와, 상기 회전체에 무한궤도타입으로 회전하는 부상슬러지배출판을 포함한 부상슬러지제거장치(109)가 더 구비된다.In addition, the upper portion of the above-mentioned floating sedimentation composite tank 110, a driving motor and a pair of rotating bodies rotated by the driving motor to separate and discharge the floating floating sludge to the floating sludge discharge space 111, and A floating sludge removal apparatus 109 including a floating sludge discharge plate rotating in a caterpillar type is further provided on the rotating body.

여기서, 상기한 부상침강 유도수단은, 상기 부상침강복합조(110)의 용해수다공배플(105) 일측에 일단이 고정되고, 타단은 미세기포에 부착된 플럭들의 부상을 유도하여 월류가능하도록 상기 부상침강복합조(110)의 상단면보다 하부에 위치되어 후방향으로 15°~ 25°각도로 경사지게 구비되는 1차 부상유도판(101)과, 상기 1차 부상유도판(101)의 후단에 위치되어 것에 의해 일단은 부상침강복합조(110)의 바닥면으로부터 이격되고, 타단은 상기 1차 부상유도판(101)의 타단보다 높게 위치되어 상기 1차 부상유도판(101)과 동일한 각도로 경사지게 설치되어 유체흐름을 분리하여 부상된 플럭과 부상이 어려운 플럭의 침강을 유도가능하게 구비되는 침강유도판(102)과, 상기 침강유도판(102) 후단에 위치되는 것에 의해 일단은 1차 및 2차 침강호퍼(104,106) 사이의 바닥면에 고정되고, 타단은 1차 부상유도판(101)의 타단과 동일한 높이로 형성되어 상기 침강유도판(102)에 의해 유체흐름이 급격하게 바뀜에 따라 미처 부상되지 못하고 유체 흐름에 휩쓸려 온 부상 가능한 물질들을 다시 재부상을 유도하여 월류가능하도록 1차 부상유도판(101)과 동일한 각도로 경사지게 설치되어 구비되는 2차 부상유도판(103)으로 구성된다.Here, the floating sedimentation induction means, one end is fixed to one side of the dissolved water porous baffle 105 of the floating sedimentation composite tank 110, the other end is induced to float the flocs attached to the micro-bubbles so that it is possible to overflow Located on the lower side of the upper surface of the floating sedimentation composite tank 110, the primary floating guide plate 101 is provided at an angle of 15 ° to 25 ° in the rear direction, and is located at the rear end of the primary floating guide plate 101. One end is spaced apart from the bottom surface of the floating sedimentation composite tank 110, and the other end is positioned higher than the other end of the primary floating guide plate 101 to be inclined at the same angle as the primary floating guide plate 101. It is installed by separating the fluid flow, the sedimentation induction plate 102 is provided to induce sedimentation of the floc that is difficult to float and flotation is difficult, and the first and second by being located at the rear end of the sedimentation induction plate 102 On the bottom surface between the car sedimentation hoppers 104 and 106 It is fixed, and the other end is formed at the same height as the other end of the primary floating induction plate 101, and thus is not injured as the fluid flow is rapidly changed by the sedimentation induction plate 102, and can be injured. It is composed of a secondary floating induction plate 103 provided to be inclined at the same angle as the primary floating induction plate 101 so that it is possible to re-induce the re-injury.

또한, 상기한 침강유도판(102)의 타단 상단부에는, 수위 변화를 작업자가 확인하여 수위조절장치(117)를 조절하는 것에 의해 부상슬러지이송구간(107)을 확보함에 따른 부상된 슬러지가 부상슬러지제거장치(109)와 침강유도판(102)에 의하여 부유물질로 깨어져 원래의 원수형태로 변환되는 것을 방지가능하도록 수면보다 30~60mm 낮게 방향전환 앵글(114)이 더 구비되고, 상기한 급속반응조(120)의 유입관에는 유입유량을 계측가능하도록 유입유량계(100)가 더 설치되며, 상기 응집조(130)에는 수소이온농도를 조절하기 위한 pH지시조절기(130-2)가 더 설치됨과 아울러, 상기 처리수저류공간(112) 일측에 형성된 처리수 유출공간(113)의 바닥면에 내부와 연통되게 배관된 유출관 상에는 유출 유량을 계측가능하도록 유출유량계(170)가 더 설치되어 구비된다.In addition, in the upper end of the other end of the sedimentation induction plate 102, the injured sludge by securing the floating sludge transfer section 107 by adjusting the water level adjusting device 117 by an operator confirming a change in water level is an injured sludge. The removal device 109 and the sedimentation induction plate 102 are broken into suspended solids, and a direction changing angle 114 is further provided 30 to 60 mm lower than the water surface so as to be prevented from being converted into the original raw water form. The inlet pipe of 120 is further equipped with an inflow flow meter 100 to measure the inflow flow rate, and the coagulation tank 130 is further equipped with a pH indicator controller 130-2 for adjusting the hydrogen ion concentration. On the bottom surface of the treated water storage space 112 formed on one side of the treated water storage space 112, an outflow flowmeter 170 is further installed to measure the outflow flow rate.

이와 같이 이루어진 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치는 첨부된 도면 도 2 내지 7에 도시된 바와 같이 유입원수가 급속반응조(120)로 유입되고 무기응집제약품탱크(121)로부터 무기응집제가 급속반응조(120)로 일정량을 투입하여 고속교반 장치를 활용하여 고속 교반하여 무기응집제와 원수 내 부유물질의 접촉반응을 충분히 일어나도록 촉진하여 부유물질을 응집시켜 응집조(130)로 이송된다.The rectangular high-efficiency pressurized solid-liquid separation water treatment device utilizing the vortex-type micro-bubble generating device according to the present invention made as described above is introduced into the rapid reaction tank 120 as shown in FIGS. A certain amount of inorganic coagulant is injected into the rapid reaction tank 120 from the tank 121, and a high-speed stirring device is used to stir it to promote sufficient contact reaction between the inorganic coagulant and the suspended solids in raw water to aggregate the suspended solids. (130).

미세기포와의 접촉하여 부상하기 적당한 형태로 만들기 위하여 응집조(130)로 이송된 원수는 고분자응집제약품탱크(131)에서 공급되는 고분자응집제에 의하여 응집된 플럭의 크기를 증대시켜주며, 이때 저속의 교반장치로 저속으로 교반하여 응집된 플럭들이 깨어지지 않도록 하여 부상침강복합조(110)로 공급한다.The raw water transferred to the flocculation tank 130 in order to make it into an appropriate form for floating by contact with the micro-bubbles increases the size of the floc aggregated by the polymer coagulant supplied from the polymer coagulant chemical tank 131, and at this time, slow stirring It is supplied to the floating sedimentation composite tank 110 by stirring at a low speed with the device so that the flocculated flocs are not broken.

이와 별개로 2단 복합구조를 갖는 와류식 미세기포발생부(KDR)(140)에서는 처리된 처리수 일부를 와류식 미세기포발생부(140) 상부로 유입시키고 공기압축기(141)를 이용하여 와류식 미세기포발생부(140)로 공기를 공급하여 와류식 미세기포발생부(140) 내부 와류형성구간에서 처리수와 공기가 혼합되어 와류를 형성하게 되고 그 와류에 의한 원심력으로부터 압력이 높아져 공기가 처리수내 용해되어 용해수를 만들게 되고 이후 와류제거부에서 압력을 낮추어 미세기포를 형성시키며, 헨리의 법칙에 따라 압력을 높일수록 공기의 용해도가 높아짐으로 처리수가 와류식 미세기포발생부(140)에 유입되는 속도를 조절함과 더불어 와류의 세기도 조절됨으로 이에 따라 발생되는 압력 또한 조절이 가능하게 되어 처리수 내 공기의 용해도를 컨트롤할 수 있으므로 용해수내의 미세기포의 양을 조절할 수 있으며, 와류식 미세기포발생부(140)에서 부상침강복합조(110)로 공급하기위한 공급 밸브의 개폐율을 조절하여 와류식 미세기포발생부(140) 내부의 압력을 조절하여 미세기포의 크기 또한 컨트롤 할 수 있는 장치이다.Separately, in the vortex-type micro-bubble generation unit (KDR) 140 having a two-stage complex structure, a part of the treated water is introduced into the vortex-type micro-bubble generation unit 140 and vortex using an air compressor 141. By supplying air to the micro-bubble generation unit 140, the treated water and air are mixed in the vortex-type micro-bubble generation unit 140 inside the vortex formation section to form a vortex, and the pressure is increased from the centrifugal force caused by the vortex. It dissolves in the treated water to make dissolved water, and then lowers the pressure in the vortex removal unit to form microbubbles, and the higher the pressure according to Henry's law, the higher the solubility of air, so that the treated water is vortex-type microbubble generator 140 In addition to controlling the speed of inflow, the intensity of the vortex is also controlled, so the pressure generated accordingly can be adjusted, so that the solubility of air in the treated water can be controlled. The amount of micro-bubbles in the seawater can be adjusted, and the opening / closing ratio of the supply valve for supplying from the vortex-type microbubble generating unit 140 to the floating sedimentation composite tank 110 is controlled to internal the vortex-type microbubble generating unit 140 It is a device that can control the size of micro bubbles by controlling the pressure of.

응집조의 원수와 와류식 미세기포발생부(140)의 용해수는 부상침강복합조(110)로 유입된다. 이때 원수가 유입되는 하단부의 용해수 공급배관 후단에 용해수다공배플(105)을 설치하여 유체흐름에 방해되지 않는 구조로써 플럭의 응집이 깨어지는 것을 방지함과 동시에 미세기포가 부상침강복합조(110)내 고루분포하여 상승되도록 하여 응집된 플럭과의 유효접촉의 수가 보다 빈번하고 원활하게 이루어진다.The raw water of the flocculation tank and the dissolved water of the vortex-type microbubble generating unit 140 flow into the floating sedimentation complex tank 110. At this time, by installing the molten water porous baffle (105) at the rear end of the dissolved water supply pipe at the bottom of the flow of raw water, it prevents the flocculation from breaking and prevents the flocculation from breaking. 110) The number of effective contacts with flocculated flocs is made more frequently and smoothly by distributing evenly.

미세기포가 부착된 플럭은 1차 부상유도판(101)을 설치하여 부상이 잘 이루어지도록 유도한다.The microbubble-attached floc installs the primary floating induction plate 101 to induce injury.

부상된 플럭과 비중이 높아 부상이 어려워 수중 부유하는 플럭을 분리하기 위하여 침강유도판(102)과 상기 침강유도판(102)에 고정된 방향전환 앵글(114)을 수면보다 45mm 낮게 설치하여 유체의 흐름을 정방향과 역방향으로 분리하여 부상된 플럭은 부상슬러지이송구간으로 부상되어 부상슬러지로 모이고, 부상되지 않는 물질은 급격한 유체흐름의 방향전환으로 부력을 완전하게 잃어 쉽게 침강을 유도한다.In order to separate the floes floating in the water due to the high flocculation and the high specific gravity, the sedimentation induction plate 102 and the direction changing angle 114 fixed to the sedimentation induction plate 102 are installed 45 mm lower than the surface of the fluid. By separating the flow in the forward and reverse directions, the injured flocks are floated in the flotation sludge transfer section and collected in the flotation sludge, and the non-floating material induces sedimentation easily due to complete loss of buoyancy due to the sudden change of fluid flow.

침강된 플럭은 1차 침강호퍼에 퇴적되어 일정시간마다 전동밸브에 의해 자동배출하고 유체의 흐름은 다시 원래의 흐름으로 유도하는 2차 부상유도판에 의하여 급격한 유체흐름의 영향으로 휩쓸려온 부상이 가능한 물질을 재부상을 유도한다.The sedimented floc is deposited on the primary sedimentation hopper and is automatically discharged by a motorized valve at regular intervals and the fluid flows back to the original flow. The material induces re-injury.

고액이 분리된 처리수는 처리수 배출관을 통하여 처리수 저류공간(112)으로 보내지고 추가적으로 침강이 되는 물질들은 2차 침강호퍼에 퇴적되어 일정시간마다 분리배출한다.The treated water from which the solid liquid is separated is sent to the treated water storage space 112 through the treated water discharge pipe, and additional sedimented substances are deposited in a secondary sedimentation hopper and discharged at regular intervals.

처리수 저류공간(112)에서 일정량은 와류식 미세기포발생장치로 보내져 용해수가 되고 나머지는 유출시킨다.In the storage water storage space 112, a certain amount is sent to the vortex-type micro-bubble generating device to become dissolved water and the rest is discharged.

부상슬러지는 부상침강복합조 상부와 침강유도판 사이 30~60mm의 부상슬러지이송구간(107)에 존재하여 부상슬러지제거장치(109)에 의하여 분리 배출되며, 이때 부상슬러지제거장치와 침강유도판의 부딪힘에 의하여 부상된 슬러지가 다시 부유물질로 깨어져 원래의 원수형태로 되지 않도록 하기 위하여 부상슬러지이송구간을 운전시 유입유량, 유속 및 부상슬러지 발생량에 따라 방향전환 앵글 상부에서 유효수면 높이를 30~60mm로 가변되어 운전하도록 수위조절장치로 조절한다. The floating sludge exists in the floating sludge transfer section 107 of 30 ~ 60mm between the upper part of the floating sedimentation composite tank and the sedimentation guide plate, and is discharged separately by the floating sludge removal device 109. In order to prevent the sludge injured by the bumps from being broken back into floating materials and returning to the original raw form, the effective water level at the top of the turning angle is increased by 30 ~ 60mm depending on the flow rate, flow rate, and the amount of sludge generated when operating the floating sludge transfer section. It is variable and controlled by the water level control device to drive.

따라서, 본 발명에 따른 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치(SDAF)는, 하나의 장치에서 부상 및 침강이 동시에 일어남으로써 개별적인 부상장치 및 침강장치의 단점을 보완하여 전체 설비의 규모와 체적을 감소시키고 추가적인 동력이 없이 유체흐름을 분리하여 역방향으로 침강을 유도시킴으로 에너지 절약과 동시에 원수내 부유하고있는 오염물질의 비중에 관계없이 다목적으로 적용이 가능한 것이다.Therefore, the rectangular high-efficiency pressurized solid-liquid separation water treatment device (SDAF) utilizing the vortex-type micro-bubble generating device according to the present invention compensates for the disadvantages of the individual flotation device and sedimentation device by simultaneously floating and sedimentation in one device. By reducing the size and volume of the equipment and separating the fluid flow without additional power to induce sedimentation in the reverse direction, it is possible to save energy and at the same time be applied for multiple purposes regardless of the proportion of pollutants floating in the raw water.

이상의 설명은 본 발명의 기술 사상을 예시적으로 설명한 것에 불과한 것으로서, 본 발명이 속하는 기술 분야에서 통상의 지식을 가진 자라면 본 발명의 본질적인 특성에서 벗어나지 않는 범위에서 다양한 수정 및 변형이 가능할 것이다. 따라서, 본 발명에 개시된 실시예들은 본 발명의 기술 사상을 한정하기 위한 것이 아니라 설명하기 위한 것이고, 이러한 실시예에 의하여 본 발명의 기술 사상의 범위가 한정되는 것은 아니다. 본 발명의 보호 범위는 아래의 청구범위에 의하여 해석되어야 하며, 그와 동등한 범위 내에 있는 모든 기술 사상은 본 발명의 권리범위에 포함되는 것으로 해석되어야 할 것이다.The above description is merely illustrative of the technical idea of the present invention, and those skilled in the art to which the present invention pertains may make various modifications and variations without departing from the essential characteristics of the present invention. Therefore, the embodiments disclosed in the present invention are not intended to limit the technical spirit of the present invention, but to explain, and the scope of the technical spirit of the present invention is not limited by these embodiments. The scope of protection of the present invention should be interpreted by the claims below, and all technical spirits within the scope equivalent thereto should be interpreted as being included in the scope of the present invention.

100 : 유입유량계 101 : 1차 부상유도판
102 : 침강유도판 103 : 2차 부상유도판
104 : 1차 침강호퍼 105 : 용해수다공배플
106 : 2차 침강호퍼 107 : 부상슬러지이송구간
108 : 처리수 배출관 109 : 부상슬러지제거장치
110 : 부상침강복합조 111 : 부상슬러지배출공간
112 : 처리수 저류공간 113 : 처리수 유출공간
114 : 방향전환 앵글 115 : 1차 침강전동밸브
116 : 2차 침강전동밸브 117 : 수위조절장치
120 : 급속반응조 120-1 : 급속반응교반기
121 : 무기응집제 저장탱크 121-1 : 무기응집제 펌프
130 : 응집조 130-1 : 응집교반기
130-2 : pH지시조절기 131 : 고분자응집제 저장탱크
131-1 : 고분자응집제 펌프 140 : 와류식 미세기포발생장치
141 : 공기압축기 142 : 가압수 순환펌프
150 : 제어장치 170 : 유출유량계
100: flow meter 101: primary floating induction plate
102: sedimentation induction plate 103: secondary floating induction plate
104: primary sedimentation hopper 105: dissolved water porous baffle
106: 2nd sedimentation hopper 107: Flotation sludge transfer section
108: treated water discharge pipe 109: floating sludge removal device
110: floating sedimentation complex 111: floating sludge discharge space
112: treated water storage space 113: treated water discharge space
114: direction change angle 115: primary settling electric valve
116: secondary sedimentation electric valve 117: water level control device
120: rapid reaction tank 120-1: rapid reaction agitator
121: inorganic coagulant storage tank 121-1: inorganic coagulant pump
130: flocculation tank 130-1: flocculation agitator
130-2: pH indicator controller 131: polymer coagulant storage tank
131-1: polymer coagulant pump 140: vortex-type micro-bubble generator
141: air compressor 142: pressurized water circulation pump
150: control unit 170: flow meter

Claims (5)

와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치는,
오,폐수의 유입과 함께 무기응집제 저장탱크(121)로부터 무기응집제가 투입되어 급속반응교반기(120-1)가 구동하는 것에 의해 응집반응을 유도시켜 플럭들이 형성가능하도록 구비되는 급속반응조(120)와;
상기 급속반응조(120)로부터 응집된 플럭들과 고분자응집제 저장탱크(131)로부터 고분자응집제가 함께 투입되어 응집교반기(130-1)가 저속으로 교반하는 것에 의해 플럭을 응집가능하도록 구비되는 응집조(130)와;
상기 응집조(130)를 통하여 플럭이 응집된 오,폐수를 전면 하부로 유입시킬 수 있도록 유입부가 형성되고, 내부에는 유입된 플럭이 깨지지 않게 하면서 부상 및 침강되게 유도가능하도록 부상침강 유도수단이 설치됨과 아울러, 바닥면에는 슬러지를 각각 포집하여 일정시간 마다 자동 배출가능하도록 1차침강전동밸브(115)와 2차침강전동밸브(116)가 각각 부설된 1차 및 2차 침강호퍼(104,106)가 형성됨과 아울러 후면 하부에 형성되어 수위조절장치(117)가 부설된 처리수저류공간(112)측으로 처리수를 배출시킬 수 있도록 처리수 배출관(108)이 형성되어 구비되는 부상침강복합조(110)와;
상기 부상침강복합조(110) 일측에 설치되어 공기압축기(141)로부터 공기를 주입하고 아울러 상기 부상침강복합조(110)의 처리수를 가압수 순환펌프(142)로 공급하여 와류형성으로 인해 발생되는 원심력을 압력으로 이용하여 공기를 용해시켜 용해수를 만들어 부상침강복합조(110)의 유입부 일측 바닥면에 수평으로 설치된 용해수다공배플(105)의 복수의 분사공을 통하여 미세기포 공급을 균등하게 상승되는 것에 의해 플럭과 부착 유효수를 높일 수 있도록 구비되는 와류식 미세기포발생부(140)를 포함하되,
상기 부상침강 유도수단은, 상기 부상침강복합조(110)의 용해수다공배플(105) 일측에 일단이 고정되고, 타단은 미세기포에 부착된 플럭들의 부상을 유도하여 월류가능하도록 상기 부상침강복합조(110)의 상단면보다 하부에 위치되어 후방향으로 15°~ 25°각도로 경사지게 구비되는 1차 부상유도판(101)과, 상기 1차 부상유도판(101)의 후단에 위치되어 것에 의해 일단은 부상침강복합조(110)의 바닥면으로부터 이격되고, 타단은 상기 1차 부상유도판(101)의 타단보다 높게 위치되어 상기 1차 부상유도판(101)과 동일한 각도로 경사지게 설치되어 유체흐름을 분리하여 부상된 플럭과 부상이 어려운 플럭의 침강을 유도가능하게 구비되는 침강유도판(102)과, 상기 침강유도판(102) 후단에 위치되는 것에 의해 일단은 1차 및 2차 침강호퍼(104,106) 사이의 바닥면에 고정되고, 타단은 1차 부상유도판(101)의 타단과 동일한 높이로 형성되어 상기 침강유도판(102)에 의해 유체흐름이 급격하게 바뀜에 따라 미처 부상되지 못하고 유체 흐름에 휩쓸려 온 부상 가능한 물질들을 다시 재부상을 유도하여 월류가능하도록 1차 부상유도판(101)과 동일한 각도로 경사지게 설치되어 구비되는 2차 부상유도판(103)으로 구성되고,
상기 침강유도판(102)의 타단 상단부에는, 수위 변화를 작업자가 확인하여 수위조절장치(117)를 조절하는 것에 의해 부상슬러지이송구간(107)을 확보함에 따른 부상된 슬러지가 부상슬러지제거장치(109)와 침강유도판(102)에 의하여 부유물질로 깨어져 원래의 원수형태로 변환되는 것을 방지가능하도록 수면보다 30~60mm 낮게 방향전환 앵글(114)이 더 구비되는 것을 특징으로 하는 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치.
A rectangular high-efficiency pressurized solid-liquid separation water treatment device utilizing a vortex-type micro-bubble generator,
A rapid reaction tank (120) equipped with inorganic coagulant from the inorganic coagulant storage tank (121) along with the inflow of waste water to induce agglomeration by driving the rapid reaction agitator (120-1). Wow;
The flocculation flocculated from the rapid reaction tank 120 and the polymer flocculant are added together from the polymer flocculant storage tank 131 so that the flocculant is capable of flocculating floc by agitating the flocculating agitator 130-1 at low speed ( 130) and;
Through the flocculation tank 130, an inflow portion is formed so that the flocculated flocculated waste water can be introduced to the bottom of the front, and the flotation flotation induction means is installed in the floccule so that it can be injured and settled without breaking the floccule. In addition, the primary and secondary sedimentation hoppers 104 and 106, respectively, are provided with primary sedimentation motor valves 115 and secondary sedimentation motor valves 116, respectively, so that sludge is collected on the bottom surface and discharged automatically at regular time intervals. In addition to being formed, it is formed on the lower rear side, and the settling water discharge pipe 108 is provided to discharge the treated water to the treated water storage space 112 on which the water level adjusting device 117 is attached. Wow;
It is installed on one side of the floating sedimentation composite tank 110 to inject air from the air compressor 141, and also supplies the treated water of the floating sedimentation composite tank 110 to the pressurized water circulation pump 142, resulting in vortex formation. Dissolve the air by using the centrifugal force as a pressure to make dissolved water to supply fine bubbles through a plurality of injection holes of the molten water porous baffle (105) horizontally installed on the bottom surface of the inlet of the floating sedimentation composite tank (110). Includes a vortex-type micro-bubble generating unit 140 provided to increase the effective number of flocks and attachments by being evenly elevated,
The floating sediment inducing means, one end is fixed to one side of the dissolved water porous baffle 105 of the floating sedimentation composite tank 110, and the other end of the floating sedimentation complex to induce flotation of flocs attached to the micro-bubbles so that they can be overflowed. It is located below the upper surface of the jaw 110 and is provided at an inclined angle of 15 ° to 25 ° in the rear direction by being located at the rear end of the primary floating guide plate 101 and the primary floating guide plate 101. One end is spaced apart from the bottom surface of the floating sedimentation composite tank 110, and the other end is positioned higher than the other end of the primary floating induction plate 101 and is installed to be inclined at the same angle as the primary floating induction plate 101. By separating the flow, the sedimentation induction plate 102 is provided to induce sedimentation of the floc that is injured and the flotation that is difficult to injure, and the first and second sedimentation hoppers are located at the rear end of the sedimentation induction plate 102. Is fixed to the bottom surface between (104,106), The other end is formed at the same height as the other end of the primary floating induction plate 101, and as the fluid flow is rapidly changed by the sedimentation induction plate 102, the injured materials that have not been injured and swept into the fluid flow are re-established. Consists of a secondary floating induction plate 103 that is installed to be inclined at the same angle as the primary floating induction plate 101 so that it is possible to induce injuries and overflow.
In the upper end of the other end of the sedimentation induction plate 102, an injured sludge is removed by an operator checking the water level change and securing the floating sludge transfer section 107 by adjusting the water level adjusting device 117. 109) and vortex-type micro-bubbles, characterized in that the direction change angle 114 is further provided 30 to 60 mm lower than the surface of the water to prevent it from being broken into suspended matter by the sedimentation induction plate 102 and to be converted into the original raw water form. Rectangle high-efficiency pressurized solid-liquid separation water treatment device using generator.
제1항에 있어서,
상기 부상침강복합조(110)의 상부에는 부상된 부상슬러지를 부상슬러지배출공간(111)측으로 분리배출가능하도록 구동모터와, 상기 구동모터에 의해 회전하는 한 쌍의 회전체와, 상기 회전체에 무한궤도타입으로 회전하는 부상슬러지배출판을 포함한 부상슬러지제거장치(109)가 더 구비되는 것을 특징으로 하는 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치.
According to claim 1,
On the upper portion of the floating sedimentation composite tank 110, a driving motor and a pair of rotating bodies rotated by the driving motor to separate and discharge the floating floating sludge to the floating sludge discharge space 111, and the rotating body A rectangular high-efficiency pressurized solid-liquid separation water treatment device utilizing a vortex-type micro-bubble generating device further comprising a floating sludge removal device (109) including a floating sludge discharge plate that rotates in a caterpillar type.
삭제delete 삭제delete 제1항에 있어서,
상기 급속반응조(120)의 유입관에는 유입유량을 계측가능하도록 유입유량계(100)가 더 설치되고, 상기 응집조(130)에는 수소이온농도를 조절하기 위한 pH지시조절기(130-2)가 더 설치되며, 상기 처리수저류공간(112) 일측에 형성된 처리수 유출공간(113)의 바닥면에 내부와 연통되게 배관된 유출관 상에는 유출 유량을 계측가능하도록 유출유량계(170)가 더 설치된 것을 특징으로 하는 와류식 미세기포 발생장치를 활용한 장방형 고효율 가압고액분리 수처리장치.

According to claim 1,
An inflow flowmeter 100 is further installed in the inlet pipe of the rapid reaction tank 120 to measure the inflow flow rate, and a pH indicator controller 130-2 for adjusting the hydrogen ion concentration is further installed in the agglomeration tank 130. It is installed, on the bottom surface of the treatment water outlet space 113 formed on one side of the treated water storage space 112, an outlet flow meter 170 is further installed to enable measurement of the outlet flow rate on the outlet pipe connected to the inside. Rectangle high-efficiency pressurized solid-liquid separation water treatment device utilizing vortex-type micro-bubble generator.

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