KR20010079118A - sludge circulation type rapid clarifier - Google Patents
sludge circulation type rapid clarifier Download PDFInfo
- Publication number
- KR20010079118A KR20010079118A KR1020010033735A KR20010033735A KR20010079118A KR 20010079118 A KR20010079118 A KR 20010079118A KR 1020010033735 A KR1020010033735 A KR 1020010033735A KR 20010033735 A KR20010033735 A KR 20010033735A KR 20010079118 A KR20010079118 A KR 20010079118A
- Authority
- KR
- South Korea
- Prior art keywords
- sludge
- reaction chamber
- coagulation
- sludge circulation
- circulation pump
- Prior art date
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/28—Mechanical auxiliary equipment for acceleration of sedimentation, e.g. by vibrators or the like
- B01D21/286—Means for gentle agitation for enhancing flocculation
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/01—Separation of suspended solid particles from liquids by sedimentation using flocculating agents
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/02—Settling tanks with single outlets for the separated liquid
- B01D21/08—Settling tanks with single outlets for the separated liquid provided with flocculating compartments
-
- 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
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
Landscapes
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
Description
본 발명은 슬러지 순환형 급속 침전 장치에 관한 것이다.The present invention relates to a sludge circulation type rapid precipitation device.
일반적인 슬러지의 응집 및 침전 장치는 응집 반응조와 침전조를 분리 설치하여 운영함으로서 소요 설치 면적과 시설비 및 운영비에 부담이 많은 실정인바 이러한 문제점을 해결하기 위하여 슬러지 순환형 침전조를 개발하여 사용하고 있으나, 이와 같은 슬러지 순환형 침전조는 침전조 내부에 부유하고 있는 슬러지를 단순 순환시킴으로서 원수와 슬러지의 접촉 기회가 적어지므로 효율성이 떨어 질뿐 아니라 슬러지 순환에 기술적인 문제가 있어 침전조 운영에 어려움이 많았으며, 또한 침전된 슬러지를 외부의 순환 펌프를 이용하여 순환시키는 방법이 공지된 바 있지만, 이 또한 설치 면적과 설치비 및 운영비에 있어 과부담이 있는 등 많은 문제가 있는 실정이다.In general, the sludge flocculation and sedimentation apparatus is operated by separating and operating the flocculation reaction tank and the sedimentation tank. Therefore, the sludge circulating sedimentation tank has been developed and used to solve these problems. Sludge circulating sedimentation tank is a simple circulation of sludge suspended in the sedimentation tank, which reduces the chance of contact between raw water and sludge, which reduces efficiency and has a technical problem in the sludge circulation, which makes it difficult to operate the sedimentation tank. It has been known to circulate using an external circulation pump, but this also has a lot of problems, such as an overburden in the installation area, installation cost and operating costs.
본 발명은 상기의 문제점을 해결하고자 발명한 것으로 이의 발명 요지는 동일 침전조 내에 슬러지 농축부와 응집 반응실을 설치하되, 응집 반응실 내에는 슬러지 순환펌프 및 교반용 임펠러를 모터 및 감속기와 연결된 동일 회전축에 장착하여 슬러지 순환 및 응집 반응이 계속하여 이루어지게 하고, 처리 과정 응집된 슬러지는 농축부에서 자연 침강되고, 분리된 분리수는 처리수 배출구로 배출되고, 농축된 슬러지가 일정량 이상되면 이때에는 슬러지 배출구로 수거할 수 있게 한 것이다.The present invention has been invented to solve the above problems, the gist of the invention is to install the sludge concentration unit and the coagulation reaction chamber in the same settling tank, the sludge circulation pump and the stirring impeller in the coagulation reaction chamber connected to the motor and the reduction gear Sludge circulation and flocculation reaction is continuously performed in the treatment process, the flocculated sludge is naturally settled in the condensation part, and the separated sewage is discharged to the treated water outlet, and when the concentrated sludge exceeds a certain amount, the sludge outlet is It will be collected by.
도 1은 본 발명의 단면도1 is a cross-sectional view of the present invention
※ 도면의 주요 부분에 대한 부호의 설명※ Explanation of codes for main parts of drawing
1. 침전조 몸체 1-1. 격벽 1-2. 침전실1. Sedimentation tank body 1-1. Bulkhead 1-2. Settling chamber
2. 응집 반응실 2-1. 트임부 2-2. 유입로2. Aggregation reaction chamber 2-1. Trim 2-2. Funnel
3. 회전축 3-1,3-2. 메탈 세트 4. 슬러지 순환 펌프3. Rotating shaft 3-1,3-2. Metal set 4. Sludge Circulation Pump
5. 모터 5-1. 감속기 6. 교반용 임팰러5. Motor 5-1. Reducer 6. Stirring Impeller
7. 슬러지 농축부 7-1. 슬러지층 7-2. 분리수층7. Sludge Concentration 7-1. Sludge Layer 7-2. Separation layer
8. 원수 유입관 8-1. 유입구 8-2. 약품 주입구8. Raw water inlet pipe 8-1. Inlet 8-2. Chemical inlet
9. 유입로 10. 처리수 배출구 10-1. 웨어9. Inflow channel 10. Treatment water outlet 10-1. Wear
11. 슬러지 배출구11.Sludge Outlet
이를 도면에 의거 상세히 설명하면 침전조 몸체(1)의 내부 외측에는 슬러지 농축부(7)와 슬러지층(7-1) 및 분리수층(7-2)이 형성되고, 그 내부에는 응집 반응실(2)을 형성하여 상부는 트임부(2-1)로 하고, 하부는 깔때기형 유입로(2-2)가 되게 하고, 상부에는 모터(5) 및 감속기(5-1)를 설치하여 이에 연결된 회전축(3)의 중간부에는 교반용 임펠러(6)가 설치되고, 하부에는 슬러지 순환 펌프(4)가 설치되며, 상기한 응집 반응실(2)에는 원수 유입관(8)이 설치되어 있으되, 이의 선단에는 원수 유입구(8-1), 약품 주입구(8-2)가 형성되고, 침전실(1-2)의 상부 일측에는 처리수 배출구(10)가 설치되고, 그 내측에는 격벽(1-1)을 개재한 유입로(9)가 형성되며, 하부 일측에는 슬러지 배출구(11)가 설치되어진 것이다.Referring to this in detail based on the drawings, the sludge thickening unit 7, the sludge layer 7-1, and the separation water layer 7-2 are formed on the inner outer side of the sedimentation tank body 1, and the agglomeration reaction chamber 2 is formed therein. ), The upper part is a trim part 2-1, the lower part is a funnel-type inlet path 2-2, and the upper part is provided with a motor 5 and a reduction gear 5-1, and a rotating shaft connected thereto. Stirring impeller 6 is installed in the middle portion of (3), the sludge circulation pump (4) is installed at the bottom, and the raw water inlet pipe (8) is installed in the coagulation reaction chamber (2), A raw water inlet 8-1 and a chemical inlet 8-2 are formed at the front end, and a treated water outlet 10 is provided at an upper side of the settling chamber 1-2, and a partition wall 1-1 is provided inside. Inflow path (9) is formed through the, one side of the lower sludge outlet 11 is installed.
이상과 같이 구성된 본 발명은 각종 처리수 속에 함유된 슬러지를 급속 처리하는데 주로 사용되는 슬러지 순환형 급속 침전 장치인 바 이를 실시할 시는 원수 유입구(8-1) 및 약품 주입구(8-2)가 있는 원수 유입관(8)을 통해 응집 반응실(2)에 슬러지 원수를 유입시키면 모터(5) 및 감속기(5-1)에 의해 회동되는 교반용 임팰러(6)에 의해 슬러지 원수는 상승되어진 후 유입로(9)를 통해 침전실(1-2) 내로 유입된다. 이때, 비중이 무거운 응축된 슬러지는 하강하고 비중이 가벼운 물은 분리되어 상승한다. 그리고, 슬러지 농축부(7)에 모아진 고농도 슬러지는 슬러지 순환펌프(4)에 의하여 흡입된 후 상부로 순환되어 응집 반응실(2)로 이송되어진다. 이때, 원수 유입관(8)의 유입구(8-1) 및 약품 주입구(8-2)로 유입 된 슬러지 원수와 약품은 슬러지 순환 펌프(4)에 의해 하부에서 순환 상승된 응축된 슬러지와 함께 접촉, 흡착 및 응집 등의 반응이 일어나서, 보다 큰 응집물이 생성된다.The present invention configured as described above is a sludge circulation type rapid sedimentation apparatus mainly used for rapid treatment of sludge contained in various treated water. At the time of performing the raw water inlet 8-1 and the chemical inlet 8-2, When the sludge raw water is introduced into the coagulation reaction chamber 2 through the raw water inlet pipe 8, the sludge raw water is raised by the stirring impeller 6 rotated by the motor 5 and the reducer 5-1. After the inflow path (9) is introduced into the settling chamber (1-2). At this time, the condensed sludge with heavy gravity falls and the lighter gravity is separated and rises. Then, the high concentration sludge collected in the sludge thickening unit 7 is sucked by the sludge circulation pump 4 and then circulated to the upper part and transferred to the coagulation reaction chamber 2. At this time, the sludge raw water and the chemical introduced into the inlet 8-1 and the chemical inlet 8-2 of the raw water inlet tube 8 is in contact with the condensed sludge circulated from the bottom by the sludge circulation pump 4 Reactions such as adsorption and aggregation occur to produce larger aggregates.
이와 같이 생성된 응집물은 슬러지 순환 펌프(4)에 의해 응집 반응실(2)의 상부로 올라가서 응집 반응실(2)과 격벽(1-1) 사이에 형성된 유입로(9)를 통해 침전실(1-2) 내로 하강된다. 이때, 유입된 응집물은 상기한 바와 같이 침전실(1-2) 내에서 비중의 차이에 의하여 분리된 분리수는 상부로 모이게 되고, 비중이 무거운 응집물은 하부로 침전 분리되어 진다.The aggregate produced in this way is raised to the upper part of the flocculation reaction chamber 2 by the sludge circulation pump 4 and is settled through the inlet path 9 formed between the flocculation reaction chamber 2 and the partition wall 1-1. 1-2) descend into. At this time, the introduced aggregate is separated by the difference in specific gravity in the settling chamber (1-2), as described above, the separated water is collected at the top, and the heavy aggregate is precipitated and separated at the bottom.
하부로 침전된 응집물은 슬러지 농축부(7)에 모여서 농축되어 진다. 이때, 하부로 모아진 농축 슬러지는 재차 슬러지 순환 펌프(4)에 의하여 응집 반응실(2) 내로 순환하여 외부에서 유입되는 슬러지 원수와 재 접촉하여 보다 큰 응집물로 응집되기 때문에 응집 효율을 더욱 증대시킨다.The aggregate precipitated to the bottom is concentrated in the sludge concentration unit (7). At this time, the concentrated sludge collected to the lower side is circulated again by the sludge circulation pump 4 into the coagulation reaction chamber 2, and re-contacts with the sludge raw water introduced from the outside to agglomerate into larger aggregates, thereby further increasing the coagulation efficiency.
그리고, 침전실(1-2)에서 분리된 깨끗한 물은 상부로 올라가서 웨어(10-1)를 통하여 처리수 배출구(10)로 배출되고, 침전실(1-2)에서 침전된 응집물(슬러지)은 슬러지 농축부(7)에서 농축되어 응집되는 것이나, 응집된 슬러지량이 증대되어 침전실(1-2) 내부에서 슬러지층(7-1)이 증가하게 되면, 이때에는 침전실(1-2)내에서의 응집물과 물의 분리가 어려워지므로 이때에는 하부의 슬러지 배출구(11)를 통하여 슬러지를 외부로 배출시켜야 한다. 슬러지 배출구(11)를 통한 슬러지의 배출 수단으로는 밸브를 부착하여 수동으로 배출하거나 자동 밸브에 의한 자동 배출도 가능하며 자동 배출 시에는 타이머(Timer)에 의한 방법과 상부의 슬러지층(7-1)의 레벨에 의한 측정으로도 배출이 가능하다.Then, the clean water separated from the settling chamber (1-2) is raised to the upper portion and discharged to the treated water outlet (10) through the weir (10-1), aggregates (sludge) precipitated in the settling chamber (1-2) The silver is concentrated in the sludge thickening unit 7 and agglomerated, but when the amount of aggregated sludge increases and the sludge layer 7-1 increases in the precipitation chamber 1-2, the precipitation chamber 1-2 at this time. Since it becomes difficult to separate the condensate and the water therein, the sludge should be discharged to the outside through the sludge outlet 11 at the bottom. As a means of discharging the sludge through the sludge discharge port 11, it is possible to discharge it manually by attaching a valve or automatically discharge it by an automatic valve.In the case of automatic discharge, a method by a timer and an upper sludge layer 7-1 Emissions can also be achieved by measuring the level of).
그리고, 본 발명은 종래처럼 침전조 몸체(1)의 외부에 별도의 슬러지 순환펌프를장착하지 않고도 침전조 몸체(1) 내부에 모터(5) 및 감속기(5-1)의 단일 회전축(3)에 교반용 임펠러(6)와 슬러지 순환펌프(4)를 설치하여 슬러지를 내부에서 연속 순환 응집시킬 수 있도록 하였기 때문에 콤펙트(compact)화가 가능하여 설치 면적과 설치비 및 운영비의 절감을 할 수 있는 것이다.In addition, the present invention is agitated on the single rotating shaft (3) of the motor (5) and the reducer (5-1) inside the sedimentation tank body (1) without installing a separate sludge circulation pump on the outside of the sedimentation tank body (1) as in the prior art. Since the impeller 6 and the sludge circulation pump 4 are installed to allow the sludge to be continuously circulated and aggregated in the interior, it is possible to compact and reduce the installation area, installation cost, and operation cost.
이상과 같이 본 발명은 침전조 몸체(1) 내부에 슬러지 농축부(7)와 응집 반응실(2) 및 모터(5) 및 감속기(5-1)와 연결된 회전축(3)에 교반용 임팰러(6)와 슬러지 순환 펌프(4)를 설치함으로서 응집 및 농축 효율을 극대화 하였을 뿐만 아니라, 콤팩트화 할 수 있게 하였기 때문에 약품비, 운영비, 소요 부지, 시설비 등의 절감효과가 있고, 또한 이는 정수 처리, 폐수처리 뿐만 아니라 오수 및 하수 처리 등에도 적용이 가능하여 매우 유용한 발명이다.As described above, the present invention provides a stirring impeller (7) to the sludge concentration unit (7) and the coagulation reaction chamber (2) and the rotating shaft (3) connected to the motor (5) and the reducer (5-1) inside the sedimentation tank body (1). 6) and the sludge circulation pump (4) not only maximized the coagulation and concentration efficiency, but also made it compact, which can reduce the chemical cost, operating cost, required site, facility cost, etc. It is a very useful invention because it can be applied not only to treatment but also to sewage and sewage treatment.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020010033735A KR20010079118A (en) | 2001-06-15 | 2001-06-15 | sludge circulation type rapid clarifier |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020010033735A KR20010079118A (en) | 2001-06-15 | 2001-06-15 | sludge circulation type rapid clarifier |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20010079118A true KR20010079118A (en) | 2001-08-22 |
Family
ID=19710860
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020010033735A KR20010079118A (en) | 2001-06-15 | 2001-06-15 | sludge circulation type rapid clarifier |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20010079118A (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100446984B1 (en) * | 2001-10-22 | 2004-09-04 | 충북대학교 산학협력단 | Continuous, struvite crystallization apparatus |
KR100737924B1 (en) * | 2007-04-23 | 2007-07-10 | (주)효성엔바이로 | Mixing apparatus having a mixing barrel |
KR100856702B1 (en) * | 2007-07-30 | 2008-09-04 | 주식회사 피엠씨코리아 | A stirring room and a mixing water tank for rapid mixing |
KR101218395B1 (en) * | 2011-09-22 | 2013-01-03 | 뉴엔텍(주) | Inorganic sludge selective discharge facility applying contact grawing method in swirl flow |
WO2013047993A1 (en) * | 2011-09-30 | 2013-04-04 | Hur Jong Hyung | Mixing apparatus for a water treatment facility |
KR101256524B1 (en) * | 2010-12-28 | 2013-04-22 | 주식회사 포스코 | Apparatus for separation of needle-shaped slag from water-cooled ferro nickel slag |
CN105858839A (en) * | 2016-05-09 | 2016-08-17 | 南昌航空大学 | Tangential-water-inlet type settling pond |
KR20180008074A (en) | 2016-07-15 | 2018-01-24 | 주식회사 파스템 | waste water continual system and method using integrity purification chemical |
CN108144328A (en) * | 2018-02-01 | 2018-06-12 | 江苏华达环境工程有限公司 | A kind of mechanical accelerating purifying pool |
KR102122057B1 (en) * | 2019-06-28 | 2020-06-11 | 이철호 | Method for manufacturing biofuel |
KR102122055B1 (en) * | 2019-06-28 | 2020-06-11 | 이철호 | Method for manufacturing biofuel using a reactor for preventing reverse reaction |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR850004930U (en) * | 1983-12-28 | 1985-08-07 | 유봉상 | Quick settling device for water purification |
JPH0576897A (en) * | 1991-09-20 | 1993-03-30 | Ebara Infilco Co Ltd | Water purifying treatment method and apparatus |
KR960009014U (en) * | 1994-08-26 | 1996-03-16 | 이칠상 | Acceleration Heater for Vending Machine |
KR970000296A (en) * | 1995-06-22 | 1997-01-21 | 김일두 | Ultra-fast coagulation sedimentation filtration device including mechanical assembly device and gravity sand filter paper |
KR20000008002A (en) * | 1998-07-09 | 2000-02-07 | 김갑성 | System for treating drain water from water purification plant |
KR200196413Y1 (en) * | 2000-02-29 | 2000-09-15 | 정영옥 | A precipitator using inclined panel of high speed condensation |
KR20010053122A (en) * | 1998-06-25 | 2001-06-25 | 마에다 시게루 | Coagulation reaction device |
-
2001
- 2001-06-15 KR KR1020010033735A patent/KR20010079118A/en not_active Application Discontinuation
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR850004930U (en) * | 1983-12-28 | 1985-08-07 | 유봉상 | Quick settling device for water purification |
JPH0576897A (en) * | 1991-09-20 | 1993-03-30 | Ebara Infilco Co Ltd | Water purifying treatment method and apparatus |
KR960009014U (en) * | 1994-08-26 | 1996-03-16 | 이칠상 | Acceleration Heater for Vending Machine |
KR970000296A (en) * | 1995-06-22 | 1997-01-21 | 김일두 | Ultra-fast coagulation sedimentation filtration device including mechanical assembly device and gravity sand filter paper |
KR20010053122A (en) * | 1998-06-25 | 2001-06-25 | 마에다 시게루 | Coagulation reaction device |
KR20000008002A (en) * | 1998-07-09 | 2000-02-07 | 김갑성 | System for treating drain water from water purification plant |
KR200196413Y1 (en) * | 2000-02-29 | 2000-09-15 | 정영옥 | A precipitator using inclined panel of high speed condensation |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100446984B1 (en) * | 2001-10-22 | 2004-09-04 | 충북대학교 산학협력단 | Continuous, struvite crystallization apparatus |
KR100737924B1 (en) * | 2007-04-23 | 2007-07-10 | (주)효성엔바이로 | Mixing apparatus having a mixing barrel |
KR100856702B1 (en) * | 2007-07-30 | 2008-09-04 | 주식회사 피엠씨코리아 | A stirring room and a mixing water tank for rapid mixing |
KR101256524B1 (en) * | 2010-12-28 | 2013-04-22 | 주식회사 포스코 | Apparatus for separation of needle-shaped slag from water-cooled ferro nickel slag |
KR101218395B1 (en) * | 2011-09-22 | 2013-01-03 | 뉴엔텍(주) | Inorganic sludge selective discharge facility applying contact grawing method in swirl flow |
WO2013047993A1 (en) * | 2011-09-30 | 2013-04-04 | Hur Jong Hyung | Mixing apparatus for a water treatment facility |
CN105858839A (en) * | 2016-05-09 | 2016-08-17 | 南昌航空大学 | Tangential-water-inlet type settling pond |
CN105858839B (en) * | 2016-05-09 | 2019-04-02 | 南昌航空大学 | It is a kind of tangentially to enter ability of swimming clarifying basin |
KR20180008074A (en) | 2016-07-15 | 2018-01-24 | 주식회사 파스템 | waste water continual system and method using integrity purification chemical |
CN108144328A (en) * | 2018-02-01 | 2018-06-12 | 江苏华达环境工程有限公司 | A kind of mechanical accelerating purifying pool |
KR102122057B1 (en) * | 2019-06-28 | 2020-06-11 | 이철호 | Method for manufacturing biofuel |
KR102122055B1 (en) * | 2019-06-28 | 2020-06-11 | 이철호 | Method for manufacturing biofuel using a reactor for preventing reverse reaction |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US8715498B2 (en) | System and apparatus for treating well flow-back and produced water or other wastewater | |
KR20010079118A (en) | sludge circulation type rapid clarifier | |
JP3245878U (en) | Sewage treatment equipment | |
KR101658044B1 (en) | Advanced treatment apparatus | |
KR200418339Y1 (en) | Water treatment system | |
CN207031112U (en) | A kind of continous way integrated sewage treating apparatus | |
KR101233696B1 (en) | Apparatus for treating water and apparatus for treating waste water using the same | |
CN116924542A (en) | Electroplating wastewater treatment equipment and process | |
CN208632279U (en) | Treatment of Phosphorus Containing Waste Water system | |
KR200417005Y1 (en) | Cohesion mixing device having screen tank | |
KR101077248B1 (en) | Solid and liquid separator using micro bubble | |
CN111646615B (en) | Skid-mounted photo-Fenton water treatment equipment | |
CN211226687U (en) | Treatment system for oily wastewater | |
KR102002750B1 (en) | Integrated water treatment system | |
CN208732799U (en) | A kind of acid washing phosphorization sewage treatment equipment | |
KR850001459Y1 (en) | Apparatus for treatment of water by precipitation | |
CN220078854U (en) | Device for treating sediment in wastewater | |
CN215403544U (en) | Desulfurization wastewater treatment system | |
CN109516608A (en) | A kind of advanced treatment process of coking waste water and processing system | |
CN217459066U (en) | Factory building effluent treatment plant | |
CN111170429A (en) | Environmental sewage treatment method and device | |
CN221319720U (en) | Air floatation precipitation induced crystallization integrated device | |
CN219972088U (en) | Rainwater treatment equipment | |
JP2000312805A (en) | Turbid water treatment device | |
RU2038325C1 (en) | Equipment for treatment of sewage |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
E601 | Decision to refuse application |