KR20000003714U - Submerged membrane separation activated sludge process - Google Patents

Submerged membrane separation activated sludge process Download PDF

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Publication number
KR20000003714U
KR20000003714U KR2019980014005U KR19980014005U KR20000003714U KR 20000003714 U KR20000003714 U KR 20000003714U KR 2019980014005 U KR2019980014005 U KR 2019980014005U KR 19980014005 U KR19980014005 U KR 19980014005U KR 20000003714 U KR20000003714 U KR 20000003714U
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South Korea
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membrane
membrane separation
activated sludge
tank
hollow fiber
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KR2019980014005U
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Korean (ko)
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김우진
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김우진
대윤환경 주식회사
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Priority to KR2019980014005U priority Critical patent/KR20000003714U/en
Publication of KR20000003714U publication Critical patent/KR20000003714U/en

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Abstract

본 고안은 오·폐수 처리에 관한 침지식 막분리 활성슬러지 공법으로써 MEMBRANE(중공사막)을 생물학적처리와 결합시켜 생물학적처리시의 높은 MLSS에 의한 유기물의 제거와 동시에 MEMBRANE(중공사막)에 의한 고형물 및 대장균 등의 고액분리를 효율적으로 수행하는 장치로 수중에 MEMBRANE(중공사막)을 직접 침지시켜 여과방식을 흡인여과 방식으로 운영하고 막면에 POLYETHYLENE COATING 및 AERATION을 시킴으로써 유기물, 오탁물의 부착을 억제하여 막의 수명을 안정되게 유지하고, 처리수의 수질을 지속시킬 수 있는 최신 공법임.The present invention is an immersion membrane separation activated sludge process for wastewater treatment, which combines MEMBRANE (hollow fiber membrane) with biological treatment, removes organic matter by high MLSS during biological treatment, and solids by MEMBRANE (hollow fiber membrane) It is a device that efficiently performs solid-liquid separation of E. coli, etc., by directly immersing MEMBRANE (hollow fiber membrane) in water and operating the filtration method by suction filtration method. It is the latest method to keep the water stable and to maintain the quality of treated water.

Description

침지식 막분리 활성슬러지공법Submerged membrane separation activated sludge process

침지식 막분리 활성슬러지공법은 기존 표준활성슬러지방법에 비해 적은 소요부지(면적)와 원활한 유지관리 및 높은 처리효율로 안정된 수질을 확보하는데 목적이 있다.Immersion type membrane separation activated sludge method is aimed at securing stable water quality with less required site (area), smooth maintenance and high treatment efficiency compared to the existing standard activated sludge method.

본 고안은 오·폐수처리시설로서 적은 소요면적과 원활한 유지관리 및 높은 처리효율로 안정된 수질을 확보할 수 있는 침지식 막분리 활성슬러지 공법에 관한 것이다.The present invention relates to an immersion membrane separation activated sludge process that can secure stable water quality with small required area, smooth maintenance, and high treatment efficiency.

일반적으로 호기성 미생물이 당이나 단백질 등의 유기물을 먹고서 그 대사산물로서 물과 탄산가스로 분해하는 성질을 응용한 표준활성 슬러지 방법은 환경오염을 방지하는 오·폐수처리 방법으로 널리 이용되고 있다. 구조는 조정조에서 저장된 원수를 폭기조로 보내고 이속에서 폭기에 의해 호기성 미생물에 산소를 공급하여 활동을 촉진시켜 BOD성분을 산화, 분해시켜 마지막으로 침전분리조에서 미생물(슬러지)을 비중차로 침강분리해서 상등액을 방류하는 것이다.In general, the standard activated sludge method, which applies aerobic microorganisms to eat organic substances such as sugars and proteins and decomposes them into water and carbon dioxide as metabolites, is widely used as a wastewater treatment method to prevent environmental pollution. The structure sends raw water stored in the adjustment tank to the aeration tank and supplies oxygen to the aerobic microorganism by aeration at this speed to promote the activity, oxidizes and decomposes BOD components. To discharge it.

그러나 유지관리에 여러 가지 어려움이 따른다. 그중 가장 큰 것은 사상균 발생에 의한 벌킹이다. 벌킹이 발생하면 슬러지가 부상하기 때문에 침전분리조에서 비중차에 의한 침강분리를 할수 없게 되고 또한 방류수 중에 혼입하여 배출되므로 방류수질을 악화시키는 문제점이 있었다.However, there are many difficulties in maintenance. The biggest of them is bulking caused by filamentous fungi. When bulking occurs, the sludge rises, so that the sedimentation tank cannot sediment segregation due to specific gravity difference and is mixed and discharged into the effluent.

본 고안은 상기와 같은 문제점을 해결하기 위한 것으로서 침지식 막분리 활성슬러지 공법으로 유량조정조, 막분리조(1,2), 소독조, 배수조 순서로 구성하는 처리흐름도(도면2)와, 기존 침전분리조, 활성오니폭기조 대신에 설치하는 막분리조(1, 2)와 막분리조(2)에 침적해서 흡인여과 MEMBRANE UNIT( 도면 3 )와, 상기와 같은 처리로서 설치면적이 적어지고 위에서 서술한 벌킹 문제를 해결하고 원활한 유지관리 및 높은 처리효율로 안정된 수질(청정한 처리수)을 확보할수 있다.The present invention is to solve the problems as described above, the flow chart consisting of flow control tank, membrane separation tank (1, 2), disinfection tank, drainage tank in order to immersion membrane separation activated sludge method (Fig. 2), and existing sedimentation Suction filtration MEMBRANE UNIT (FIG. 3) deposited in the membrane separation tanks (1, 2) and membrane separation tank (2) installed in place of the separation tank and the activated sludge aeration tank (Fig. 3), and the installation area is reduced as described above. It can solve the bulking problem and ensure stable water quality (clean water) with smooth maintenance and high treatment efficiency.

·도면 1은Drawing 1

침지식 막분리 활성슬러지공법의 평면도Top view of immersion membrane separation activated sludge process

·도면 2는Drawing 2

침지식 막분리 활성슬러지공법의 처리 흐름도(Flow Sheet)Flow Sheet of Submerged Membrane Activated Sludge Process

·도면 3은Drawing 3

막분리조에 침지시켜 흡인여과하는 MEMBRANE UNIT 상세도Detailed drawing of MEMBRANE UNIT immersed in membrane separation vessel

(도면 주요 부분의 대한 설명)(Description of main parts of drawing)

ⓐ FIXED BAR SCREEN ⓑ AUTO BAR SCREENⒶ FIXED BAR SCREEN ⓑ AUTO BAR SCREEN

ⓒ CONTROL PUMP ⓓ SIEVE SCREENⒸ CONTROL PUMP ⓓ SIEVE SCREEN

ⓔ MEMBRANE UNIT ⓕ SURGE TANKⒺ MEMBRANE UNIT ⓕ SURGE TANK

ⓖ PRESSURE GAUGE (SWITCH) ⓗ SUCTION PUMPⒼ PRESSURE GAUGE (SWITCH) ⓗ SUCTION PUMP

ⓘ FLOW METER(순간유량) ⓙ CHEMICAL PUMPⒾ FLOW METER ⓙ CHEMICAL PUMP

ⓚ EFFLUENT PUMP ⓛ FLOW METER(적산)Ⓚ EFFLUENT PUMP ⓛ FLOW METER

ⓜ SLUDGE FEED PUMP ⓝ BACK WASHING TANKⓂ SLUDGE FEED PUMP ⓝ BACK WASHING TANK

(SPRAY PUMP)(SPRAY PUMP)

ⓞ BLOWER ⓟ AIR LIFT PUMPⓄ BLOWER ⓟ AIR LIFT PUMP

본 고안에 다른 침지식 막분리 활성슬러지 공법의 처리과정을 첨부도면에 의거하여 상세하게 설명하면 다음과 같다.Referring to the process of another immersion membrane separation activated sludge method of the present invention in detail based on the accompanying drawings as follows.

도면1은 상기 침지식 막분리 활성슬러지 공법의 평면도(LOW PLAN)로서 유량조정조, 막분리조(1, 2), 소독조, 배수조 순서로 처리되고 오니농축 저류조로 형성된다.1 is a plan view (LOW PLAN) of the immersion membrane separation activated sludge process, the flow rate adjustment tank, the membrane separation tank (1, 2), sterilization tank, drainage tank in order to form a sludge concentration tank.

도면2는 침지식 막분리 활성슬러지 공법의 처리흐름도로서 오수를 유입하여 협잡물을 제거하는 SCREENⓐ,ⓑ을 거쳐 유량조정조로 유입하고 CONTROL PUMPⓒ에 의해 SIEVE-SCREENⓓ으로 유입시켜 1차적으로 SS를 제거하여 막분리조에 유입시킨다. 또한 막분리조에 유입된 오수를 MEMBRANE UNITⓔ를 통하여 SUCTION PUMPⓗ에 의해 흡인 여과하고 여과된 처리수를 소독조에서 멸균 시키고 배수조에서 방류시킨다. 흡인 여과량을 FLOW METER(순간유량)ⓘ를 이용해서 순간유량을 확인하고 흡인 여과량을 일정하게 조절하여 MEMBRANE( 중공사막 ) 손상을 방지한다. BACK WASHING TANKⓝ는 막분리조에서 흡인 여과시 MEMBRANE(중공사막) 막힘방지를 위해 발브조작으로 역세할 때 사용하는 역세수 탱크이다. SLUDGE PUMPⓜ는 막분리조에서 발생하는 거품을 제거하고 잉여슬러지를 오니농축저류조로 이송한다. BLOWERⓞ는 24시간 타이머에 의해 상교운전 한다.2 is a flow chart of the immersion membrane separation activated sludge method, which flows into the flow control tank through SCREEN ⓐ, ⓑ, which removes contaminants by introducing sewage, and flows into SIEVE-SCREENⓓ by CONTROL PUMPⓒ. Remove and enter into membrane separation tank. In addition, the sewage flowed into the membrane separation tank is suction filtered through SUMBTION PUMPⓗ through MEMBRANE UNITⓔ, and the filtered treated water is sterilized in the disinfection tank and discharged from the drain tank. Check the instantaneous flow rate by using the flow filtration (FLOW METER ⓘ) and adjust the suction filtration constant to prevent damage to the MEMBRANE (hollow fiber membrane). BACK WASHING TANKⓝ is a backwash tank used for backwashing with a valve operation to prevent clogging of MEMBRANE during suction filtration in membrane separation tank. SLUDGE PUMPⓜ removes bubbles from membrane separation tank and transfers excess sludge to sludge concentration tank. BLOWERⓞ is operated by 24 hour timer.

이상에서와 같이 본 고안에 따른 침지식 막분리 활성슬러지 공법으로 오수처리를 할 경우 처리시설의 설치면적이 적어지고 원활한 유지관리 및 높은 처리효율로서 방류수질을 향상시킬 수 있다.As described above, when the sewage treatment is performed by the immersion membrane separation activated sludge method according to the present invention, the installation area of the treatment facility is reduced, and the discharge water quality can be improved by smooth maintenance and high treatment efficiency.

Claims (2)

원활한 유지관리 및 안정된 수질을 얻기 위한 오.폐수를 처리하는 방법에 있어서,In the method of treating the wastewater for smooth maintenance and stable water quality, 유량조정조, 막분리조(1,2), 소독조, 배수조 순서로 구성하는 처리흐름도(도면1, 도면2)와;A flow chart (Fig. 1, Fig. 2) consisting of flow rate adjusting tanks, membrane separation tanks 1, 2, sterilization tanks, and drain tanks; 기존 침전분리조, 활성오니폭기조 대신에 설치하는 막분리조(1,2)와;A membrane separation tank (1, 2) installed in place of the existing sedimentation separation tank and the activated sludge aeration tank; 막분리조(2)에 침적해서 흡인 여과하는 MEMBRANE UNIT(도면 3)와;MEMBRANE UNIT (Fig. 3) which deposits and filters by suction in the membrane separation tank 2; 상기 처리 방법으로 MEMBRANE(중공사막)을 이용한 침지식 막분리 활성슬러지 공법.Immersion type membrane separation activated sludge method using MEMBRANE (hollow fiber membrane) as the treatment method. 제 1 항에 있어서,The method of claim 1, 상기 MEMBRANE(중공사막)을 ONE TOUCH HOSE. ONE TOUCH FITTING, SUS PIPE를 이용하여 제작된 MEMBRANE UNIT(도면3).The MEMBRANE (hollow fiber membrane) was ONE TOUCH HOSE. ONE TOUCH FITTING, MEMBRANE UNIT manufactured using SUS PIPE (Fig. 3).
KR2019980014005U 1998-07-29 1998-07-29 Submerged membrane separation activated sludge process KR20000003714U (en)

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